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05-102387-UPDon Hill From: Sent: Isaac Conlen [Isaac.Conlen@cityoffederalway.com] Monday, August 29, 2005 9:27 AM c ubi-MI TTED To: Don Hill Cc: Sarady Long OCT 18 2005 Subject: Progressive Site Follow Up Flag: Follow up Due By: Friday, September 30, 2005 10:00 AM Flag Status: Completed Hi Don. Nice job on the resubmittal. My only remaining issue is design guidelines on the north and south elevations. The design features you've added get you 90g of the way there. However, on both the north and south facade I would feel more comfortable with the proposal if landscaping were added in the remaining blank areas. On the north side this would include the area just west of the drop-off canoppy and the area beginning inside the gate to the last door. on the south side this would include the area just west of the drop-off canopy and the area west of the garage door to the carport. In my opinion these additions would satisfy design guidelines to the best of your ability given the type of use we're dealing with. The cost estimate on the wetland plantings looks reasonable. The bond will be tied to the building permit. We can discuss what is needed in more detail prior to your building permit submittal. All other departments are signed off on land use approval except Traffic Div isi on. As soon as Traffic gets things squared away with your traffic engineer we'll be ready to issue a mitigated determination of nonsignificance followed by approval of the land use permit (my recommendation on land use approval is reviewed by my supervisor). Lastly, Traffic Division asks that the following changes be made to the environmental checklist: 14 (d) - Transportation: Revise this section to include signal modifications at SR 99/S 340th Street to allow safe access. 14 (g) * Transportation: Revise this section to include pro-rata share contribution of $10,400 toward the 2006-2011 TIP project and signal modifications at SR 991S 340th Street for safe access. Verity all data are consistent with the revised TIA. Let me know if you have any questions. (253) 835-2643. 1 Don Hill From: Isaac Conlen [Isaac.Conlen@cityoffederalway.com] Sent: Monday, August 29, 2005 9:27 AM To: Don Hill Cc: Sarady Long Subject: Progressive Site Follow Up Flag: Follow up Due By: Friday, September 30, 2005 10:00 AM Flag Status: Completed Hi Don. Nice job on the resubmittal. My only remaining issue is design guidelines on the north and south elevations. The design features you've added get you 90% of the way there. However, on both the north and south facade I would feel more comfortable with the proposal if landscaping were added in the remaining blank areas. On the north side this would include the area just west of the drop-off canoppy and the area beginning inside the gate to the last door. On the south side this would include the area just west of the drop-off canopy and the area west of the garage door to the carport. In my opinion these additions would satisfy design guidelines to the best of your ability given the type of use we're dealing with. The cost estimate on the wetland plantings looks reasonable. The bond will be tied to the building permit. We can discuss what is needed in more detail prior to your building permit submittal. All other departments are signed off on land use approval except Traffic Division. As soon as Traffic gets things squared away with your traffic engineer we'll be ready to issue a mitigated determination of nonsignificance followed by approval of the land use permit (my recommendation on land use approval is reviewed by my supervisor). Lastly, Traffic Division asks that the following changes be made to the environmental checklist: 14 (d) - Transportation: Revise this section to include signal modifications at SR 99/S 340th Street to allow safe access. 14 (g) * Transportation: Revise this section to include pro-rata share contribution of $10,400 toward the 2006-2011 TIP project and signal modifications at SR 99/S 340th Street for safe access. Verity all data are consistent with the revised TIA. Let me know if you have any questions. (253) 835-2643. 1 Don Hill From: Isaac Conlen [Isaac.Conlen@cityoffederalway.com] Sent: Monday, August 29, 2005 9:27 AM To: Don Hill Cc: Sarady Long Subject: Progressive Site Follow Up Flag: Follow up Due By: Friday, September 30, 2005 10:00 AM Flag Status: Completed Hi Don. Nice job on the resubmittal. My only remaining issue is design guidelines on the north and south elevations. The design features you've added get you 90% of the way there. However, on both the north and south facade I would feel more comfortable with the proposal if landscaping were added in the remaining blank areas. On the north side this would include the area just west of the drop-off canoppy and the area beginning inside the gate to the last door. On the south side this would include the area just west of the drop-off canopy and the area west of the garage door to the carport. In my opinion these additions would satisfy design guidelines to the best of your ability given the type of use we're dealing with. The cost estimate on the wetland plantings looks reasonable. The bond will be tied to the building permit. We can discuss what is needed in more detail prior to your building permit submittal. All other departments are signed off on land use approval except Traffic Division. As soon as Traffic gets things squared away with your traffic engineer we'll be ready to issue a mitigated determination of nonsignificance followed by approval of the land use permit (my recommendation on land use approval is reviewed by my supervisor). Lastly, Traffic Division asks that the following changes be made to the environmental checklist: 14 (d) - Transportation: Revise this section to include signal modifications at SR 99/S 340th Street to allow safe access. 14 (g) * Transportation: Revise this section to include pro-rata share contribution of $10,400 toward the 2006-2011 TIP project and signal modifications at SR 99/S 340th Street for safe access. Verity all data are consistent with the revised TIA. Let me know if you have any questions. (253) 835-2643. 1 Don Hill From: Isaac Conlen [Isaac.Conlen@cityoffederalway.com] Sent: Monday, August 29, 2005 9:27 AM To: Don Hill Cc: Sarady Long Subject: Progressive Site Follow Up Flag: Follow up Due By: Friday, September 30, 2005 10:00 AM Flag Status: Completed Hi Don. Nice job on the resubmittal. My only remaining issue is design guidelines on the north and south elevations. The design features you've added get you 90% of the way there. However, on both the north and south facade I would feel more comfortable with the proposal if landscaping were added in the remaining blank areas. On the north side this would include the area just west of the drop-off canoppy and the area beginning inside the gate to the last door. On the south side this would include the area just west of the drop-off canopy and the area west of the garage door to the carport. In my opinion these additions would satisfy design guidelines to the best of your ability given the type of use we're dealing with. The cost estimate on the wetland plantings looks reasonable. The bond will be tied to the building permit. We can discuss what is needed in more detail prior to your building permit submittal. All other departments are signed off on land use approval except Traffic Division. As soon as Traffic gets things squared away with your traffic engineer we'll be ready to issue a mitigated determination of nonsignificance followed by approval of the land use permit (my recommendation on land use approval is reviewed by my supervisor). Lastly, Traffic Division asks that the following changes be made to the environmental checklist: 14 (d) - Transportation: Revise this section to include signal modifications at SR 99/S 340th Street to allow safe access. 14 (g) * Transportation: Revise this section to include pro-rata share contribution of $10,400 toward the 2006-2011 TIP project and signal modifications at SR 99/S 340th Street for safe access. Verity all data are consistent with the revised TIA. Let me know if you have any questions. (253) 835-2643. 1 TFJADH '5-0 - bill, ASSOCIATES DELIVERY OCT I 82005 7� DATE: 10/18/05 TIME: 11:07:26 AM REQUESTED DELIVERY TIME: ❑ Rush (1-2 hrs.) ❑ Half Day (4 hrs) ❑ Next Morning ® Standard (2 -3 hrs) ❑ Any time today ITEM submittal letter and plans COMPANY City of Federal Way CONTACT: Isaac Conlen ADDRESS: 33325 8th Ave. S CITY: Federal Way, WA 98063-9718 PHONE: (253) 835-2643 JOB NUMBER: 05-077 JOB NAME: Progressive Insurance Service Center FROM: Donald J. Hill CONTROL NO. g 5 COMMENTS: Deliver to front counter of building/ planning department p5-:�?�- Ak CITY OF Federal Way DEPARTMENT OF CON'INIUNI'fl' DEVELOPMENT SER\'ICI-'S 33325 8'1' Avenue South PO Box 9718 Federal Way WA 99063-9718 253-835-2607;Fax 253-835-2609 W W W . cityotfrdcra lway.coin RESUBMITTAL INFORMATION This completed form MUST accompany all resubmittals. "Please note.- Additional or revised plans or documents for an active project will not be accepted unless accompanied by this completed form. Mailed resubmittals that do not include this form or that do not contain the correct number of copies will be returned or discarded. You are encouraged to submit all items in person and to contact the Customer Service Counter prior to submitting if you are not sure about the number of copies required. ** Project Tracking Number: -5 - 1 0 2- 3— k T - 0-0—UP Project Name: v Project Address: 3y 0 o0 0( }PA C-46g, 14i6ffiW -�oj-)Tl Project Contact: D Ctq 141w., 7aj ►qa Phone: ZSS -dXtL18' Resubmitted Items: # of Copies *' Detailed Description of Item r4o Ca LF w ST I N6 Ew.O S i A44 Pav %S 4its s►a !L1 s S 1 ** Submit the same number of copies as required foryour initial application. " Resubmittal Requested by: N ffer Dated: / 2R / OJ (ttaff memner) OFFICE USE ONL Y Distributed to: Bulletin #129 — October 14, 2004 Page I of I Date: By:_ 7 J— k:� landouts\Resubmittal Information The Tmnsp Group MEMORANDUM Date: October 14, 2005 TG: 051 08.00 Rick Perez, P.E., City of Federal Way To: Sarady Long, P.E., City of Federal Way Dan McKinney, Jr., Transpo From: Tasha Atchison, P.E., Transpo Subject: Progressive Service Center - Split Phase Analysis (340`h Street/SR-99) The purpose of this memorandum is to provide an updated level of service analysis for the intersection of 340th Street/ SR 99, reflecting a split phase timing plan for the east -west movements. The intersection of 340`h Street/SR 99 was originally evaluated using permitted east - west phasing in the traffic impact analysis; this updated analysis evaluates an alternative with split east -west phasing. This operational change was recommended by the City during the design review due to potential sight distance limitations. With permitted east -west phasing; the east and west approaches operate simultaneously with the left turns having to yield to on -coming traffic. The revised east -west split phasing provides a separate green phase for each the east and west approaches, providing protected left turn movements. The intersection geometry at 340`I' Street/SR 99 requires long crossing times for pedestrians. When incorporating pedestrian phases into Syncho, the software evaluates operations as if a pedestrian crossing occurs during every phase of a signal cycle. This overstates typical operations at this location because very few pedestrian crossings are anticipated. To provide a clearer picture of operations, the intersection was evaluated without and with pedestrian crossings to show the difference in operations for when the pedestrian button for each crosswalk is activated during the same signal cycle. The results of each alternative are provided below in Table 1. Table 1. LOS Comparison Table Split Phasing without Split Phasing with Pedestrian Crossings Pedestrian Crossings 340" Street & SR 99 LOS' Delay' V/C' LOS Delay V/C Weekday PM Peak Hoetr Overall Intersection C 27.9 0.60 F 204 0.60 Eastbound Left/Thru/Right E 57.9 0.34 E 55.0 0.15 Westbound Left E 56.0 0.53 D 46.6 0.42 Westbound Thru/Right D 50.8 0.09 D 44,2 007 Northbound Left E 79.0 0.07 E 69.0 007 Northbound Thru/Right C 23.2 0.39 A 8.9 0.30 Southbound Left D 37.4 0.90 F 445 1.87 Southbound Thru/Right B 12.8 0.24 A 7.2 0.25 1 Level of service, based on 2000 Highway Capacity Manual methodology. 2. Average delay in seconds per vehicle- 3 Volume -to -capacity ratio reported for signalized intersections. The Transpo Group Inc. 11730 118th Avenue N.E., Suite 600 Kirkland, WA 98034-7120 425.821.3665 Fax: 425.825 8434 As shown in Table 1, the intersection is anticipated to operate at an overall LOS C when no pedestrian phases are activated. When pedestrian phases are activated on all phases, the overall level of service would degrade to LOS F. The LOS F is a direct result of the need to serve minimum pedestrian clearance times rather than vehicle demands. This is a result of green time being taken away from the southbound left turning movement and given to the northbound through movement to serve the pedestrian phase. Intersection operations are further complicated by the need to meet pedestrian minimum times during the east -west phases, which take additional time away from the critical southbound left movement. Considering there are few pedestrian crossing expected in this area, the intersection would operate at LOS C the majority of the time but would operate poorly if/when all of the pedestrian phases are activated. The Transpo Group Page 2 10/12/2005 Federal Way Progressive Service Center 1: 340th Street & SR 99 2006 PM Peak With Proj. - Without Pad Phases r ~ 1 t �► 1 Lane Group EBT WBL WBT NBL NET SBL SBT Lane Configurations 4. lj U Vi Tk M +Ta Volume (vph) 13 55 10 1 535 985 595 Lane Group Flow (vph) 15 57 10 1 567 1015 614 Turn Type Split Prot Prot Protected Phases 4 8 8 1 6 5 2 Permitted Phases Detector Phases 4 8 8 1 6 5 2 Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 50 50 Minimum Split (s) 10.0 10.0 10.0 1010 10.0 100 100 Total Split (s) 13.0 170 170 13.0 36.0 54.0 77.0 Total Split (%) 10.8 % 14.2% 14 2 % 10.8 % 30.0% 45.0% 64.2 Yellow Time (s) 4.0 4.0 40 4.0 40 4.0 4.0 All -Red Time (s) 1 0 1 0 1 0 1.0 1.0 1.0 1.0 Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize? Recall Mode None None None None Min None C-Max vlc Ratio 0.17 0.47 0-08 0.01 0.36 0.90 0-21 Control Delay 56.3 63.7 49.2 74.0 24.7 38.2 11.4 Queue Delay 0.0 0.0 0,0 0,0 0.0 0.0 0.0 Total Delay 56.3 63.7 49.2 74.0 24.7 38.2 11.4 Queue Length 50th (fl) 11 45 8 0 163 432 121 Queue Length 95th (tt) 34 m91 m18 m4 m284 478 m247 Internal Link Dist(R) 238 1 1296 133 Turn Bay Length (fl) 400 Base Capacity (vph) 126 175 186 117 1573 1399 2874 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0 12 0.33 005 001 0 36 073 0.21 Intersection Summary Cycle Leaglh- 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:SBT, Start of 1sl Green Natural Cycle: 60 Control Type: Actuated-Coordinaled m Volume for 95th percentile queue is metered by upstream signal Splits and Phases: 1: 3401h Street & SR 99 * 4 M \05\05108 Federal Way Progressive\LOS\City of FW P03-05 PM-Prog_Proj Split- without pad phases.sy7 Synchro 6 Report The Transpo Group Timings 10/12/2005 Federal Way Progressive Service Center 1: 340th Street & SR 99 2006 PM Peak With Proj - Without Pad Phases ­4 -. r~ I- 4\ t/* `► 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4T+ y( S. 1) +T. 1)15 +1. Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% 0% -2% Total Lost time (a) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util, Factor 1.00 1 00 1.00 1100 0.95 0.97 0.95 Frpb, padibikes 1.00 1 00 1.00 1.00 1.00 1.00 1.00 Flpb, pecilbikes 1.00 1 00 1.00 1.00 1 00 1.00 1.00 FA 0-99 1-00 1.00 1.00 1.00 1.00 1.00 Fit Protected 1.00 095 100 0.95 1 00 0.95 1.00 Said Flow (prot) 1877 1748 1863 1752 3454 3427 3518 Fit Permitted 1 00 0.95 1-00 0-95 1.00 0.95 1.00 Said Flow (perm) 1877 174E 1863 1752_ 3454 3427 3518 Volume (vph) 1 13 1 55 10 0 1 535 15 985 595 1 Po a k• hour factor. PHF 0,97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj Flow (vph) 1 13 1 57 10 0 1 552 15 1015 613 1 RTOR Reduction (vph) 0 1 0 0 0 0 0 1 0 0 0 0 Lane Group Flow (vph) 0 14 0 57 10 0 1 566 0 1015 614 0 Cong Pads.(#Ihr) 10 10 Heavy Vehicles (%) 0% 0% 0% 2% 2% 2% 3% 3% 3% 3% 3% 3% Bus Blockages (#Ihr) 0 0 0 3 0 5 0 5 1 1 3 0 Turn Type Split Split Prot Prot Protected Phases 4 4 8 8 1 6 5 2 Permitted Phases Actuated Green, G (s) 2.6 7.4 7A 1.0 50.6 39.4 89.0 Effective Green, g (s) 2.6 7A 7.4 1.0 50.6 394 89.0 Actuated gIC Ratio 0.02 0.06 0,06 0,01 0.42 0.33 074 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 20 Lane Grp Cap (vph) 41 108 115 15 1456 1125 2609 vls Ratio Prot c0.01 c0.03 0.01 100 c0.16 c0,30 0.17 v/s Ratio Perm v/c Ratio 0.34 0.53 0.09 0.07 0.39 0.90 0.24 Uniform Delay, dl 57.9 54.6 53.1 59.0 24.0 385 4.9 Progression Factor 1.00 0.99 0.95 1 33 0.96 0.81 2.61 Incremental Delay, d2 1.8 2.0 0 1 07 0.1 611 0.1 Delay (s) 59.7 56.0 50.8 790 232 37.4 12.8 Level of Service E E 0 E C D B Approach Delay (s) 59.7 553 233 28.1 Approach LOS E E C C Intersection Summary HCM Average Control Delay 27 9 HCM Level of Service C HCM Volume to Capacity ratio 0.60 Actuated Cycle Length (s) 120 0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 66 6% ICU Level of Service C Analysis Period (min) 15 c Cdlical Lane Group M:\05\05108 Federal Way Progressive\LOS\City of FW P03-05 PM-Prog_Proj Split -without pad phases.sy7 Synchro 6 Report The Transpo Group HCM Signalized Intersection Capacity Analysis 10112/2005 Federal Way Progressive Service Center 1: 34Oth Street & SR 99 2006 PM Peak With Proj - With Pad Phases & Baseline Min Splits Lane Group EBT WBL WBT NBL NOT SBL SBT Lane Configurations 41, T. 1S +T M +1+ Volume (vph) 13 55 10 1 535 985 595 Lane Group Flaw (vph) 15 57 10 1 567 1015 614 Turn Type Split Prot Prot Protected Phases 4 8 8 1 6 5 2 Permitted Phases Detector Phases 4 8 8 1 6 5 2 Minimum Initial (s) 5,0 5.0 SA 5.0 5.0 510 5.0 Minimum Split (s) 28.0 28.0 28.0 10.0 40.0 15.0 15.0 Total Split (s) 28.0 28.0 28.0 10.0 40.0 24.0 54.0 Total Split 1%) 23.3% 23.3% 23,3% 8.3% 33.3% 20-0% 450% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 1.0 1 0 1.0 1.0 1.0 1.0 1.0 LeadiLag Lead Lag Lead Lag Lead -Lag Optimize? Recall Mode None None None None Min None C-Max v/c Ratio 0.11 0-38 0.06 0,01 0.28 1.87 0.23 Control Delay 47.1 49.4 40.0 64.0 10.6 424.3 9.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 47.1 49.4 40.0 64,0 10.6 424.3 9.3 Queue Length 501h (it) 11 43 7 0 41 -603 6 Queue Length 951h (ft) 29 m87 m17 m3 m235 #773 m275 Internal Link Dist (111 238 1 1296 133 Turn Bay Length (it) 400 Base Capacity (vph) 361 335 357 73 2011 543 2722 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reducln 0 0 0 0 0 0 0 Storage Cap Reducln 0 0 0 0 0 0 0 Reduced v/c Ratio 004 0.17 0.03 0.01 0.28 1.07 0.23 Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:SBT, Stan of 1st Green Natural Cycle: 135 Control Type: Actuated -Coordinated Volume exceeds capacity, queue is theoretically infinite Queue shown is maximum after two cycles # 95th percentile volume exceeds capacity, queue may be longer Queue shown is maximum after two cycles m Volume for 951h percentile queue is metered by upstream signal Spits and !Phases 1 3401h Street & SR 99 tr tat';:=s.' lift I M.\05\05108 Federal Way Progressive\LOS\City, of FW P03-05 PM-Prog_Proj Split - with pad phases.city minSrla t31sy6 Report The Transpo Group Timings 1011212005 Federal Way Progressive Service Center 1: 34Oth Street & SR 99 2006 PM Peak With Proj. - With Pad Phases & Baseline Min Splits �, 1 l~ t `\ T /' \ l J Movement EBL EBT EBR W91. WBT WBR N8L NBT NBR SBL 88T SBR Lana Configurallens 4. R 'A I +1. M +'T* ideal Flow(vphpl) 1900 1"0 1900 19116 1900 le00 1900 1900 19r10 1900 t900 1900 Grade (%j 0% 0% 0% -2% To 141 Lost lime (9) 5.0 5.0 5.13 5.0 5,0 5.0 5.0 Lane Wit. Factor 1.00 1.00 1.00 1.00 0.95 0.97 0-55 Frpb, pe"03 1.00 1.00 1.90 1,00 1,00 1.00 1.00 npb, pemb"s 1.00 1,00 1-00 1.00 1.00 1.00 1.00 Fe 0.89 1100 1.00 1.00 LOU 1.00 1,00 Fit Protected 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Said. Flow(prnl) 1877 1740 1563 1752 3454 3427 3518 Flt Permivad 1.00 0.95 1.00 0135 1.00 0.95 1.00 Said, Flow (oarm) 1877 114It 1861 1752 3454 3427 3615 Volume (vph) 1 13 ! 1 55 10 0 1 535 15 985 595 1 Peak-heuf faclar, PHF 0-97 0.97 0.97 0.97 0,97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. flow (vph) 1 13 1 57 10 0 1 552 15 1015 613 1 RTOR Reduction (vph) 0 1 0 0 0 0 0 1 0 0 0 0 Lana Group Flow (vph) 0 14 0 57 10 0 1 566 0 1015 614 0 Confl. Pads. (Who) 10 10 Heavy Vehicles (%) 0% 0% 0% 2% 2% 2% 3% 3% 3% 3% 3% 3% Bus Blockages (Nlhr) 0 0 0 3 0 5 0 5 1 1 3 0 Turn Type Split SPIN Prot Prot Protected Phases 4 4 8 8 1 6 5 2 Permitted Phases Actuated Green, G (s) 5,8 9.4 9-4 1.0 65.8 19.0 83.8 Effective Green, g (s) 5.8 9.4 9A 1.0 65.8 19.0 83.8 Actuated g/C Ratio 0.05 0.08 0.08 0.01 0.55 0.16 0.70 Clearance Time (s) 5-0 5.0 5-0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 91 137 146 15 1894 543 2457 v/e Ratio Prot c0.01 c0.03 0.01 0,00 .0.16 c0.30 0.17 vls Ratio Perm v/c Ratio 0.15 0.42 0.07 0.07 0.30 1.87 0.25 Uniform Delay, dl 54.7 52.7 51.2 59.0 14.6 50.5 6.6 Progression Factor 1.00 0,57 0.86 1.16 0.60 0.98 1.07 Incremental Delay, d2 0.3 0.7 0.1 0.7 0.0 395.2 0.1 Delay (s) 55.0 46.6 442 69.0 8.9 444.8 7.2 Level of Service E D D E A F A Approach Delay (s) 55.0 46.3 9.0 2799 Approach LOS E D A F inlemacbofl Summary HCM Average Control Delay 204.0 HCM Level of Sarvice F HCM Volume to Capacity ratio 0.60 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 72.2% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group MA051,05108 Federal Way Progressive\LOS\City of FW P03-05 PM-Prog_Proj Split - with pad phases.city min3pli iisy6 Report The Transpa Group HCM Signalized Intersection Capacity Analysis TRLAD � October 14, 2005 A S S O C [ATE S Isaac Conlen City of Federal Way IZ 112 115th Avenue NE 33325 8th Ave. S Kirkland, WA 98034-6923 PO Box 9718 Federal Way, WA 98063-9718 4zs.az,.saa y 425.821.3481 fax 800.488.0756 toll free RE: Progressive Service Center www.Lriadassoc.com Permit #05-102387-000-00-UP 34001 Pacific Hwy South Triad Job No. 05-077 Dear Isaac: I am writing on behalf the Applicant (Todd Hamula, Zaremba Group, 216-221-6600) and the Architect (Mike Woods, Richard L. Bowen + Associates, 216-491-9300) to respond to City review comments per your email dated 8/29/05 (copy enclosed) regarding the Land Use Process III & SEPA application and approval for this project. We have enclosed the following: • Email dated 8/29/05 by Isaac Conlen, City Planning. • Resubmittal form. • Four complete and folded sets of drawings by Triad Associates titled and dated as follows: • Cover sheet (sheet 1 of 4) prepared dated 10/11/05 • Site Plan (sheet 2 of 4) prepared dated 10/11/05 ■ Preliminary Grading and Utility Plan (sheet 3 of 4) prepared dated 10/11/05 • Preliminary Landscape Plan (sheet 1 of 4) prepared dated 10/11/05 ■ Four copies of Exterior Elevations (sheet A3.1, 11 x 17, color) prepared by Richard Bowen + Associates plot dated 10/14/05. • Four copies of Memorandum to Rick Perez/ Sarady Long (City Traffic Division) from Dan McKinney/Tasha Atchison (The Transpo Group) dated 10/14/05. • Four copies of revised SEPA Checklist by Triad Associates dated 10/10/05. I provide responses in accordance with your emailed review comments as follows: General Comments 1. My only remaining issue is design guidelines on the north and south elevations. The design features you've added get you 90% of the way there. However, on both the north and south facade I would feel more comfortable with the proposal if landscaping were added in the remaining blank areas. On the north side this would include the area just west of the drop-off canopy and the area beginning inside the gate to the last door. On the south side this would include the area just west of the drop-off canopy and the area west of the garage door to the carport. In my opinion these additions would satisfy design guidelines to the best of your ability given the type of use we're dealing with. The enclosed Site Plan, Preliminary Landscape Plan, and color Exterior Elevations show added landscaping planters along the south and north sides of the proposed building as requested and as reviewed/ approved during your phone conversation with Denise Liftin of our office on 9/8/905. Page 2 Isaac Conlen City of Federal Way October 14, 2005 2. All other departments are signed off on land use approval except Traffic Division. As soon as Traffic gets things squared away with your traffic engineer we'll be ready to issue a mitigated determination of non -significance followed by approval of the land use permit. The traffic consultant (Dan McKinney/Tasha Atchison, The Transpo Group) has contacted Rick Perez in the City Traffic Division (since Sarady Long is on medical leave) and provides the enclosed memo to address the one remaining item that will allow final approval of the previously provided Transportation Impact Analysis prepared by The Transpo Group dated 5/12/05. This memo has been emailed directly on 10/14/05 to Rick Perez as well. 3. Lastly, Traffic Division asks that the following changes be made to the environmental checklist: 0 14 (d) - Transportation: Revise this section to include signal modifications at SR 99/S 340th Street to allow safe access. Section 14 (d) in the enclosed SEPA Checklist has been revised as requested. • 14 (g) * Transportation: Revise this section to include pro-rata share contribution of $10,400 toward the 2006-2011 TIP project and signal modifications at SR 99/S 340th Street for safe access. Verity all data are consistent with the revised TIA. Section 14 (g) in the enclosed SEPA Checklist has been revised as requested. Please confirm that our responses have satisfied your review comments and issue the administrative approval within the next week. Don't hesitate to contact me or the Applicant if you have any questions. Sincerely, TRIAD ASSOCIATES Donald J. Hill Project Principal cc: Todd Hamula, Zaremba Group Mike Woods, Richard L. Bowen and Assoc. Inc. Dan McKinney, The Tranpso Group (w/o enclosures) enclosures CITY OF Federal Way DEI'AR'l-LIlEN'I- (IF COiNInIUNI'I'Y DEN'ELOPiNIEN'I'SER\'ICI?S J� _ �325 8`�' Avenue S011th i 1 U6 -1 r T PO Box 97I8 6 �ederal Way WA 98063-97 18 ,-835�-2607; Fax 253-935-2609 OC 8 2005 ��'�v�v.cityc�fFedcr ll�� ay.r otn RESUBMITTAL INFORMATION This completed form MUST accompany all resubmittals. "Please note: Additional or revised plans or documents for an active project will not be accepted unless accompanied by t&5 completed form. Mailed resubmittals that do not include this form or that do not contain the correct number of copies will be returned or discarded. YOU are encouraged to submit all items in person and to contact the Customer Service Counter prior to submitting if you are not sure about the number of copies required. ** Project Tracking Number: , - I 0 �- 7 - 0 0— U` Project Name: w^� r Project Address: G+ 1 t, 1416auAS4 _�QJ jai — Project Contact: DON a w —, AD _ Phone: ZS - i,Zl _ jgvik Resubmitted Items: # of Copies ** Detailed Description of Item 6� i 161tylvi- Submit the same number of copies as required for your initial application.** FJM+ lc.� Resubmittal Requested by er Dated: ttnaff mem er OFFICE USE Oft Y Distributed to:. C Date_ /d � C� By: Bulletin #129 — October 14, 2004 Page 1 of 1 k:\Handouts\Resubmittal Information October 14, 2005 Isaac Conlen City of Federal Way 33325 8th Ave. S PO Box 9718 Federal Way, WA 98063-9718 RE: Progressive Service Center J LsUbivliTTED Permit #05-102387-000-00-UP 34001 Pacific Hwy South Triad Job No. 05-077 Dear Isaac: 0 C T 1 8 2005 TRLAD ASSOCIATES 12112 115th Avenue NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free vwvw.triadassoccom I am writing on behalf the Applicant (Todd Hamula, Zaremba Group, 216-221-6600) and the Architect (Mike Woods, Richard L. Bowen + Associates, 216-491-9300) to respond to City review comments per your email dated 8/29/05 (copy enclosed) regarding the Land Use Process III & SEPA application and approval for this project. We have enclosed the following: • Email dated 8/29/05 by Isaac Conlen, City Planning. ■ Resubmittal form. • Four complete and folded sets of drawings by Triad Associates titled and dated as follows: • Cover sheet (sheet 1 of 4) prepared dated 10/11/05 • Site Plan (sheet 2 of 4) prepared dated 10/11/05 • Preliminary Grading and Utility Plan (sheet 3 of 4) prepared dated 10/11/05 • Preliminary Landscape Plan (sheet 1 of 4) prepared dated 10/11/05 • Four copies of Exterior Elevations (sheet A3.1, 11 x i7, color) prepared by Richard Bowen + Associates plot dated 10/14/05. • Four copies of Memorandum to Rick Perez/ Sarady Long (City Traffic Division) from Dan McKinney/Tasha Atchison (The Transpo Group) dated 10/14/05. • Four copies of revised SEPA Checklist by Triad Associates dated 10/10/05. I provide responses in accordance with your emailed review comments as follows: General Comments 1. My only remaining issue is design guidelines on the north and south elevations. The design features you've added get you 90% of the way there. However, on both the north and south facade I would feel more comfortable with the proposal if landscaping were added in the remaining blank areas. On the north side this would include the area just west of the drop-off canopy and the area beginning inside the gate to the last door. On the south side this would include the area just west of the drop-off canopy and the area west of the garage door to the carport. In my opinion these additions would satisfy design guidelines to the best of your ability given the type of use we're dealing with. The enclosed Site Plan, Preliminary Landscape Plan, and color Exterior Elevations show added landscaping planters along the south and north sides of the proposed building as requested and as reviewed/ approved during your phone conversation with Denise Liftin of our office on 9/8/905. Page 2 Isaac Conlen City of Federal Way October 14, 2005 2. All other departments are signed off on land use approval except Traffic Division. As soon as Traffic gets things squared away with your traffic engineer we'll be ready to issue a mitigated determination of non -significance followed by approval of the land use permit. The traffic consultant (Dan McKinney/Tasha Atchison, The Transpo Group) has contacted Rick Perez in the City Traffic Division (since Sarady Long is on medical leave) and provides the enclosed memo to address the one remaining item that will allow final approval of the previously provided Transportation Impact Analysis prepared by The Transpo Group dated 5/12/05. This memo has been emailed directly on 10/14/05 to Rick Perez as well. 3. Lastly, Traffic Division asks that the following changes be made to the environmental checklist: ■ 14 (d) - Transportation: Revise this section to include signal modifications at SR 99/S 340th Street to allow safe access. Section 14 (d) in the enclosed SEPA Checklist has been revised as requested. 14 (g) * Transportation: Revise this section to include pro-rata share contribution of $10,400 toward the 2006-2011 TIP project and signal modifications at SR 99/S 340th Street for safe access. Verity all data are consistent with the revised TIA. Section 14 (g) in the enclosed SEPA Checklist has been revised as requested. Please confirm that our responses have satisfied your review comments and issue the administrative approval within the next week. Don't hesitate to contact me or the Applicant if you have any questions. Sincerely, TRIAD ASSOCIATES A � " �� All"`"C� Donald J. Hill Project Principal cc: Todd Hamula, Zaremba Group Mike Woods, Richard L. Bowen and Assoc. Inc. Dan McKinney, The Tranppo Group (w/o enclosures) enclosures fldel ,t National 77de !����y of Washington Cinderrvt ittFidelity NatioIIce Company 3500 I88th Street SW #300 Lynnwood,, Washington 98037 (425) 771-3031 / (000) 776-3021 Fax No. (425) 670-2109 Direct Line (425) 640-35I0 SUPPLEMENTAL COIVII4 MIM NO. 3 TO: FIDELITY NATIONAL TITLE For OUR NO: 0171976 1360 EAST 9TH ST. #500 YOUR NO: CLE 2170 CLEVELAND, OH 44114-0000 REGARDING: FEDERAL WAY A STORAGE PLACE phone: (425)771-3031 x.510 Attention NATALIE KOSLOV THE FOLLOWING MORMATION AFFECTS THE 1177E TO TM PROPERTY COVERED BY OUR C0NE% .ThffiVT BUT IS NOT IIVTENDED TO RETRESENT A WWI= COS TITLE IS NOW VESTED IN: FEDERAL WAY A -STORAGE PLACE LLC, a Washington limited liability company SPECIAL EXCEPTION NO. 13 HAS BEEN ADDED TO OUR TITLE COMMITMENT AS FOLLOWS: 13. A certificate of formation for Federal Way A -Storage Place LLC, a limited liability company, is currently on file with the Secretary of State for the State of Washington. A copy of the current Operation Agreement, and any amendments thereto, must be submitted to us to determine the authority of the parties to sign. SPECIAL EXCEPTION NO. 2 OF OUR TITLE COMMITMENT HAS BEEN AMENDED TO READ AS FOLLOWS: 2. GENERAL TAXES PAYABLE AFTER FEBRUARY 15TH: THE FIRST HALF TAXES ARE DUE PRIOR TO MAY 1ST; THE SECOND HALF TAXES ARE DUE PRIOR TO NOVEMBER 1ST: Year: 2005 Amount Billed: $9,366.35 Amount Paid: $4,683.19 Amount Due: $4,683.18 Tax Account No.: 202104905106 Levy Code: 1205 Value of Land: $770,000.00 To expedite payment of your taxes, you may mail the payment direct to: King County Treasurer 500 4th Ave, Roam 600 Seattle, WA 98104 RECEIVED IMAY 2 0 Z005 0 5— 1 0 Z 3 81 CITY OF FEDERAL WAY BUILDING DEPT, SPECIAL FSCMPTION N0. 14 HAS BEEN ADDED TO OUR TITLE COMMITMENT AS POLWWS: 14. DEED OF TRUST AND ADDITIONAL ADVANCES, IF ANY, AND THE TERMS AND CONDITIONS THEREOF: Grantor: Federal Way A -Storage Place, LLC, a Washington limited liability company Trustee: Ticor Title Company Beneficiary: Key Bank National Association Original Amount: $1,200,000.00 Dated: April 28, 2005 Recorded: April 29, 2005 Recording No.: 20050429002690 SPECIAL EXCEPTION NO. 4 OF OUR TITIZ COMMITMENT () HAS BEEN ELIMINATED NOTE NO. 1 OF OUR TITLE COMMITMENT HAS BEEN AMENDED TO READ AS FOLLOWS: NOTE 1: Prior to closing, we will require the completion of the attached Declaration by the parties named below to enable us to amend or eliminate questions of parties in possession, lien rights and/or other certain unrecorded matters. Parties: FEDERAL WAY A -STORAGE PLACE LLC DATED: MAY 11, 2005 FIDELITY NATIONAL TITLE COMPANY OF WASHINGTON By: Terry Sarver, Commercial Title UM cer Fidelity National Title Company of Washington Ondez-written by Fidelity National Title Insurance Company 3500 188th Street SW #'300 Lynnwood, Washington 98037 (425) 771-3031 / (eO0) 776-3021 Fax No. (4251 670-2109 Direct Line (425) 640-3510 SUpMEMENTAL COMMITMENT NO. 1 TO: FIDELITY NATIONAL TITLE For OUR NO: 0171976 1360 EAST 9TH ST. #500 YOUR NO: CLE 2170 CLEVELAND, OH 44114-0000 REGARDING: FEDERAL WAY A STORAGE PLACE phone: (425)771-3031 x.510 Attention NATALIE NOSLOV THE FOLLOWING INFORMATION AFFECTS THE MIL TO THE PROPERTY COVERED BY OUR C0NpW 'I NIFW BUT IS NOT INTENDED TO REPRINT A COMPLETE CO11EWFMIMT: SPECIAL EXCEPTION NO. 7 OF OUR TITLE COMMITMENT HAS BEB31 AMEWDED TO READ AS FOLLOWS: 7. Matters dependent upon our inspection have been cleared in order to provide an Extended Coverage Lenders Policy. General Exceptions 1 through 8, inclusive, are hereby deleted. The 100 Endorsement will issue with the forthcoming lenders policy. The public records indicate that the address of the improvement located on said premises is: VACANT LAND SPECIAL EXCEPTION NO. 12 HAS BEEN ADDED TO OUR TITLE COMMITMENT AS FOLLOWS: 12. Our inspection dated March 5, 2005 discloses the following matters: Encroachment of powerline to the billboard Encroachment of portion of traffic signal light West of the Bast property line of the subject property Encroachment of telephone pole west of the east property line Encroachment of storm drain west of the east property line DATED: MARCH 08, 2005 FIDELITY NATIONAL TITLE COMPANY OF WASHINGTON By: _ — Terry Sarver, Commercial Title Officer 34001 Pacific Hwy S, Federal Way, Washington Federal Way A Storage Place, LLC CLE 2170 Commitment for Title Insurance F *duty Nardond N* Inswmce CompmY A Stedt Garr COMMITMENT FOR TITLE INSURANCE FIDELITY NATIONAL TITLE INSURANCE COMPANY, a Corporation, herein called the Company, for valuable consideration, hereby commits to issue its policy orpolicies of title insurance, as identified in Schedule A, in favor of theproposed insured named in Schedule A, as owner or mortgagee of the estate orinterest covered hereby in the land described or referred to in Schedule A, upon: payment of the premiums and charges therefore; alf subject to the provisions of Schedules A and B and to the Conditions and Stipulations hereof. This Commitment shall be effective only when the identity of the proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A hereof by the Company, either at the time of the issuance of this Commitment or by subsequent endorsement. This Commitment is preliminary to the issuance of such policy or policies of title insurance and all liability and obligations hereunder shall cease and terminate six (6) months after the effective date hereof or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue such policy or policies is not the fault of the Company. This Commitment steal[ not be vafidor binding until countersigned by an authorized officer or agent. IN WITNE55 WHEREOF, the Company has caused this Commitment to be signedand sealed, to becorne valid when countersigned by an authorized officer or agent of the Company, all in accordance with Its By -Laws. This Commitment is effective as of the date shown in Schedule A as "Effective Date." SEAL Countereigned Authorized Signature FORM 2714843-66 ATTEST —,4 Z.�a� Swarfrr ALTA COMMITMENT - t866 FOR USE IN WASKNGTON STATE Valid Only it Schedule A and S are Attached T%* C0.&.: Qj alit CM"mw em rrrddrc tha ire "r—Jwe art dwn- be pat+ PdW a the [ WMM W die*& pe0e7pF tthere4We,.w p0cAq M be fimW WM are Ckff@n h..r 6a n—AN No d.c bwAr a +ewwL Fidelity National 77tt a Company of Washington dndexwriCten by Fidslity National riC1e Insur"c^e LbwP*ny 3500 100th Strest SW #300 Lymmood, Washington 98037 (425) 77I-3031 / (600) 776-3021 Fax No. (425) 670-2109 Direct Line (425) 640-3510 sUPMEMENTAL cOM UMENT NO. 1 TO: FIDELITY NATIONAL TITLE For OUR NO: 0171976 1360 EAST 9TH ST. #500 YOUR NO: CLE 2170 CLEVEIAND, OH 44214-0000 REGARDING: FZDERAL KAY A STORAGE PLACE phone: (425)771-3031 x.510 Attention NATALIE KOSLOV THB FOLIAWING EWMMAT" AFNAM =g TiTI.E TO THE pRoPE Y COVERED BY OUR C0MM17 hMgT BUT IS NOT VffENDF.D TO ANT A WWI= CONAANNEENY: spEcIAL EXCEPTION No. 7 OF OUR TITLE COMMITMENT HAS BEEN AM=M9D TO READ AS HOi1,O"S: 7. Matters dependent upon our inspection have been cleared in order to provide an Extended Coverage Lenders Policy. General Exceptions 1 through 8, inclusive, are hereby deleted. The 100 Endorsement will issue with the forthcoming lenders policy. The public records indicate that the address of the improvement located on said promises is: VACANT LAND SPECIAL. HXCEPTX.ON No. 12 HAS 138SN ADDED TO MR TITLE Cal 41ITMENr As FOLLOWS 12. Our inspection dated March 5, 2005 discloses the following matters: Encroachment of powerline to the billboard Encroachment of portion of traffic signal light Weat Of the Eaat property line of the subject property Encroachment of telephone pole west of the east property line Encroachment of storm drain west of the east property line DATED: MARCH 08, 2005 FIDELITY NATIONAL TITLE COMPANY OF WASHINGTON By: Terry Sarver, Commercial Title officer Fidel ll� 'onal Title Company of Washington Underwritten by Fidelity National Title Insurance Cwnpany 3500 188th Street SW #300 Lynnwood, Washington 98037 ('425) 772-3031 / (800) 776-3022 Fax No. (425) 670-2209 Direct Line (425) 640-3510 UNIT 7 MI E ORDER NUMBER: 0171976 TO: FIDELITY NATIONAL TITLE 1360 EAST 9TH ST. #500 CLEVEL.AND, OH 44114-0000 For information on this order, please contact: Terry Sarver, Attention NATALIE KOSLOV Commercial Title Officer Your Number : CLE 2170 e-mail: tsarverafnf.com Reference Name: FEDERAL WAY A STORAGE PLACE phone: (425)771-3031 x.510 WRIGHT Christoff Huyboom, Title Officer phone: (425)771-3031 x.461 TITLE ORDER NUMBER: 0171976 A.L.T.A. COMMITMENT SCHEDULE A Commitment Effective Date: February 22, 2005 at 8:00 A.M. I. Policy or Policies to be Issued: - ALTA Owners Policy - 1992 Form Standard Coverage Commercial Rate Proposed Insured: 2AREMBA LAND DEVELOPMENT LLC - ALTA Loan Policy - 1992 Form Extended Coverage Commercial/Simultaneous Rate Proposed Insured: APPROPRIATE LENDER Amount $ 2,550,000.00 Premium $ 4,093.00 Sales Tax: $ 364.28 Amount $ To Follow Premium $ To Follow Sales Tax: $ To Follow 2. The estate or interest in the land described herein and which is covered by this Commitment is a fee simple. 3 The estate or interest referred to herein is at Date of Commitment vested in: ROBERT LLOYD WRIGHT, as his separate estate 4. The land referred to in this Commitment is situated in the County of King, State of Washington, and is described as follows: See Attached Fidelity National Title Company of Washington ALTA Commitment, page 2 Order No. 0171976 LEGAL DESCRIPTION: That portion of the South half of the North half of the North half of the Southeast quarter of the Northeast quarter of Section 20, and that portion of the North half of the South half of the North half of the Southeast quarter of the Northeast quarter of Section 20, Township 21 North, Range 4 East W.M., records of King County, Washington, lying Westerly of Primary State Highway No. 1 IUS 99) and more particularly described as follows: Commencing at the Northeast corner of said Section 20; THENCE South 01012117" West along the Bast line of said Northeast quarter of Section 20, a distance of 1479.34 feet to the Northeast corner of said South half of the North half of the North half of the Southeast quarter of the Northeast quarter of Section 20; THENCE North 88024153" West along the North line of said South half of the North half of the North half of the Southeast quarter of the Northeast quarter of Section 20, a distance of 169.96 feet to the Westerly right-of-way line of Primary State Highway No. 1 (US 99) and the true point of beginning; THENCE continue along said North line North 88945153" West, a distance of 1143.58 feet to the Northwest corner of said South half of the North half of the North half of the Southeast quarter of the Northeast quarter of Section. 20; THENCE South 01*14132" West along the West line of said Southeast quarter of the Northeast quarter of Section 20, a distance of 328.83 feet to the Southwest corner of said North half of the South half of the North half of the Southeast quarter of the Northeast quarter of Section 20; THENCE South 88046,07" East along the South line of said North half of the South half of the North half of the Southeast quarter of the Northeast quarter of Section 20, a distance of 1034.43 feet to said Westerly right-of-way line of Primary State Highway No. 1 (US 99); THENCE North 22049131" East along said Westerly right-of-way line, a distance of 115.81 feet to the beginning of a curve to the left; THENCE along said curve to the left having a radius of 2815.00 feet through a central angle of 04021152, an arc distance of 214.43 feet; THENCE North 71032121" West, a distance of 10.00 feet to the beginning of a curve to the left; THENCE along said curve to the left having a radius of 2805.00 feet through a central angle of .0020124" an arc distance of 16.65 feet to the true point of beginning. Situate in the County of King, State of Washington. Fidelity National Title Company of Washington ALTA Commitment, Page 3 order No. 0171976 SCHEDULE A (continued): LEGAL DESCRIPTION (continued): NOTE FOR INFORMATIONAL PURPOSES ONLY: The following may be used as an abbreviated legal description on the documents to be recorded, per amended RCW 65.04. Said abbreviated legal description is not a substitute for a complete legal description within the body of the document. Ptn SE HE S20-T21N-R4E Fidelity National Title Company of Washington ALTA Commitment, Page 4 Order No. 0171976 SMDULE B I. The following are the requirements to be complied with: A. Instruments necessary to create the estate or interest to be insured must be properly executed, delivered and duly filed for record. B. Payment to or for the account of the grantors or mortgagors of the full consideration for the estate or interest to be insured. II. Schedule B of the Policy or Policies to be issued (as set forth in Schedule A) will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company. B_ GENERAL EXCEPTIONS 1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public record. Proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the public records. 2. Any facts, rights, interests or claims which are not shown by the public records but which could be ascertained by an inspection of the land or which may be asserted by persons in possession thereof. 3. Easements, liens or encumbrances, or claims thereof, which are not shown by the public records. 4. Discrepancies, conflicts in boundary lines, shortage in area, encroachments or any other facts which a correct survey would disclose, and which are not shown by the public records. 5. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water, whether or not the matters excepted under (a), (b) or (c) are shown by the public records. (d) Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitude. 6. Any lien, or right to a lien, for services, labor or materials theretofore or hereafter furnished, imposed by. law and not shown by the public records- 7- Any service, installation, connection, maintenance or construction charges for sewer, water, electricity or garbage removal. S. Defects, liens, encumbrances, adverse claims or other matters, if any created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires for valub of record the estate or interest or mortgage therebn covered by this Commitment. Fidelity National Title Company of Washington ALTA Commitment, Page 5 Order No. 0171976 C. SPECIAL EXCEPTIONS 1. Lien of any real estate excise sales tax upon any sale of said property if unpaid. The subject property is located in the City of Federal Way. The excise tax rate is 1.78ir as of January 16, 1991. 2. GENERAL TAXES PAYABLE AFTER FEBRUARY 15TH: THE FIRST HALF TAXES ARE DUE PRIOR TO MAY 1ST; THE SECOND HALF TAXES ARE DUE PRIOR TO NOVEMBER 1ST: Year: 2005 Amount Billed: $9,366.35 Amount Paid: $ 0.00 Amount Due: $9,366.35 Tax Account No.: 202104905106 Levy Code: 1205 Value of Land: $710,000.00 To expedite payment of your taxes, you may mail the payment direct to: King County Treasurer 500 4th Ave, Room 600 Seattle, WA 98104 3. Facility charges, if any, including but not limited to hook-up, or connection charges and latecomer charges for water and/or sanitary sewer service facilities by Federal Way Water and Sewer, as disclosed by instrument(s) recorded under Recording No.: 8905120210 Said Notice supersedes previous notice under Recording No. 8106010916. 4, Bight, title and interest of Federal Way A Storage Place LLC, as presumed to be an owner or party having an interest in the subject property, as disclosed by the application for title insurance. Said party has no record interest in the ownership to the subject property. S. We find no listing for Zaremba Land Development LLC, the proposed purchaser, on the Secretary of State's list of active Limited Liability Companies. Before issuing the forthcoming policy we will require evidence that said Zaremba Land Development LLC is a legal entity capable of holding title to real property under the laws of the State of Washington. A copy of the current Operation Agreement, and any amendments thereto, must be submitted to us to determine the authority of the parties to sign. 6_ Any rights of the parties in possession of said land based upoai an unrecorded agreement, contract or lease, ae disclosed by inspection and investigation. This Company will.require that a full copy of any unrecorded agreement, contract or lease be submitted to us, together with all supplements, assignments and amendments, before issuing any Policy of Title Insurance. Fidelity National Title Company of Washington ALTA Commitment, Page 6 Order No. 0171976 7. To provide an Extended Coverage Lenders Policy, General Exceptions 1, 5 and 7 are hereby deleted. General Exceptions 2, 3, 4, 6 and B will be considered when our inspection and/or survey, if required, is completed. A plemental Report will follow. We will inform you later whether the 100 Endorsement will issue with the forthcoming lenders policy. 8. tsdgnxmt% Teas and namerons other nutters of record pending against persons with names similar ra Robert Lloyd Wright. The enclosed affidavit should be completed and returned to this office several days PRIOR to closing to help establish the identity of said party(ies). 9. EASEMENT AND CONDITIONS CONTAINED THEREIN, AS CONDEMNED BY FINAL DECREE: Entered: In King County Superior Court Cause No.: SC823293 In Favor Of: Lake Washington Sewer District Purpose: Affects: Sewer mains The South 5 feet of the East 283.5 feet of the West 526 feet and the East 10 feet of the West 526 feet of the above described parcel of land 10. AGREEMENT FOR PERPETUAL EASEMENT, AND THE TERMS AND CONDITIONS THEREOF: Recorded: September 11, 1995 Recording No.: 9509110607 11. EASEMENT AND CONDITIONS CONTAINED THEREIN, AS GRANTED BY INSTRUMENT: Recorded: September 11, 1995 Recording No.: 9509110608 In Favor Of: City of Federal Way Purpose: Drainage facilities for 336th corner project Affects: Portion of said premises END OF SPECIAL EXCEPTIONS NOTE 1: Prior to closing, we will require the completion of the attached Declaration by the parties named below to enable us to amend or eliminate questions of parties in possession, lien rights and/or other certain unrecorded matters. Parties: Zaremba Land Development LLC- NOTE 2: Examination of the records discloses no judgments or other matters pending against the name(9) of Zaremba Land Development LLC,.the proposed insured. END OF NOTES Fidelity National Title Company of Washington ALTA Commitment, Page 7 order No. 0171976 In the event this transaction fails to close and this Commitment is cancelled, a fee will be charged to comply with the State Insurance Code and the filed Schedule of this Company. The sketch attached is provided as a courtesy only by Fidelity National Title Insurance Company of Washington, without charge, for your information. It is not intended to be a Survey or to show all matters relating to the property (including, but not limited to area, dimensions, easements, encroachments or locations of boundaries). It is not a part of, nor does it modify, the Title Commitment or Policy to which it is attached. The Company assumes No Liability for the correctness of any matter related to this sketch. Reference should be made to an accurate survey for further information. FEBRUARY 28, 2005 CH/mb THANK YOU FOR YOUR ORDER IF WE MAY BE OF FURTHER ASSISTANCE, PLEASE GIVE US A CALL Fidel ity National Financial S3rou of Companies' Priv LStatement July 1, 2001 We recognize and respect the privacy expec-tauons of today's cansux Ms ar►d tltc requiremeo►s ofnsl infnmration� and state privacy laws. We believe that makittg you awaxe of how wt use yow non-public perso ["Personal Information'}, and W whom it is disclosed. will form the bass fc�r a rC]at�ousbip of trust between us and e public that we serve. This Privacy Statement provides that ezpianation. Wt te`serve the right to thaiige� Privacy Statement from time to time: consistent with applicable privacy laws. In the course of our business, we may collect Personal Information about you from the following sources: * From applications or other forms we receive from you or your authorized representative; * From your transactions with, or from the services being performed by, us, our affiliates, or others; * From our interest web sites; * From the public records maim[ainvd by governmental entities that we either obtain directly from those entities, or from our affiliates or others; and * From consumer or other reporting agencies. Our Policies Regarding the Protection of the Confidentiality and Severity of Your Personal Information We maintain physical, electronic and procedural safeguards tv Protect your Pctsoual lnformatioo from unauthorized access or intrusion. We limit access to the Personal Information only to those employees who need such access in connection with providing products or services to you or for other legitimate business purposes. Our Policies and Practices Regarding the sharing of Your Personal Information We may share your Personal Information with our affiliates, such as iO rwxe companies, agents, and other real estate settlement smrvice providers. We also may disclose your Personal Information: * to agents, brokers or representatives to provide you with services you have requested; * to third -party coutr=ors or service providers who provide services or perform marketing or other functions on ow behalf; and * to others with whom we enter into joint marketing agreements for products or services that we believe you may find of interest. In addition, we will disclose your Personal Information when you direct or give us ptrmissiou, when we sic required by law to do so, or when we suspect fraudulent or criminal actrvides. We also may disclose your Personal Information when otherwise permitted by applicable privacy laws such as, for euxample, when disclosure is needed to enforce our rights arising out of any agmement, transaction or relationShip with you - One of We mordant responsibilities of some of our affiliated companies is to record documenir in the public domain. Such documents may contain your Personal information. Right to Access Your Personal Information and Ability To Correct Errors or Request Changes or Deletion C,crtain states afford you the right to access your Personal Information and, un iler certain circumstances, to find out w whom your Personal information has been disclosed. Also, certain states afford you the right to request connexion, ameudmeni or deletion of your Personal Information. We reserve the right, where• permitted by law, to charge a reasonable fee to cover the costs incurred in responding to such requests. All requests must be made m writing to the following address_ Privacy Compliance Officer Fidelityy National Finamial, Ina. 4050 Calle Ideal Suite 22+0 Santa Barbara, i�A 93110 Fidelity National Title Company of Washington DECLARATION TITLE ORDER NUMBER 0171976 Declarant has requested Fidelity National Title Company of Washington, to issue its Policy of Title Insurance, Guarantees or Endorsements insuring an interest in, or title to, real property described in the abrn•e referenced Title order Number (hereinafter referred to as "said property") without exception to, or providing certain affirmative insurance against, certain unrecorded matters. 1. Declarant knows of no defects, liens, encumbrances, adverse claims or other matters affecting said property other than as shown on the Preliminary Commitment bearing the above referenced Title Order Number prepared by Fidelity National Title Company of WashingtonEXCEPT: (insert " or use reverse 2. Declarant hereby affirms that there are no leases or no one in possession, or entitled to possession, of said property other than the vestee shown in said Preliminary Commitment EXCEPT: ( insert^"N or use reverse 3. Declarant hereby affirms that there are no liens or rights to liens upon said property for labor, services, materials, appliances, equipment or power furnished or to be furnished to the work of improvement which are imposed by law and not shown by the public records, whether done by an owner, lessee, sublessee or tenant, and which has not been completed within the last 90 days or which is now in progress, EXCEPT: Y wor as xnser or. commenced within the last 90 days, use reverse) Declarant hereby affirms that: A. There are no charges for assessments levied by a Local Improvement District that are not of record, EXCEPT: `7xnsert or use reverse B. that all sewer, water, gaa, electricity, garbage charges and any charges for installation, connection, maintenance or construction for the same have been paid in full. EXCEPT: rose or use reverse This Declaration is made to induce Fidelity National Title Company of Washington, to issue its policy of Title Insurance with respect to the above referenced Title order Number. Executed under penalty of perjury on this day of 19 Declarant Declarant A ress Addreis Address Address Fidelity National Title Company of Washington Title order Number 0171976 Declaration - Page 2 of 2 Pages 1. Defects, liens, encumbrances, adverse claims or other matters known to the Declarant which are not shown in the Preliminary Commitment: 2. Names of Leases, either recorded or unrecorded, or copy of Rent Roll as follows, or hereto attached: 3. List of contractor, subcontractors and suppliers of labor and materials to. the subject property within the last 90 days from the date of this Declaration: 4A. Any charges for unrecorded Local Improvement assessments: B_ Any charges for installation, connection, maintenance or construction or any bills for sewer, water gas and garbage. KING COUNTY ; NE 2G-21-44 LiLIIOOM•1o07e� •�,• EPT. of ASSESSMENTS s f� f i — zow—.� ------ _.. -- i F x; �- —msono.a Ar 1 ! � • 4 v it - ' � ; • ,.• i, 1 f• d .F +f f ar '� 416 0 % — _ a f FUR f E .f ..V.- _ SCHEDULE OF EXCLUSIONS FROM COVERAGE The Exchn orts from Coverage referred to in Paragraph 3 of Its Conditions and Stipulations are as f00ows: ALTA OWNEI!'S POLICY JWi7-92) & ALTA LEASEHOLD OWNER'S POLICY 00-17A2) The fotwv*q manars am exprewhy excluded from the covti a of aim policy and the CamPeny WIN 1`0 PaY Ills o►dw"ga• COOS, anwrtays' fees or expenses which arise by n man of: 1. (a) Any law, ordinance or govettrnentai rogu4ticn (inckedaV but rtol WrAed to building and Zoning laws, Ordinances. or regutations) rsstn airtg, raguiatkg. prohibeting or rehalirg fo () the oaxpancy. use, or enjoyment of the land: (i) the characier, dimensions or location of any irnpravement now of hereafter erected on ov land: (ii) a separation in ownership or a dharhge in the dWrier skms w area of the land Of any Parcel of whirl+ the land is Or was a pact or Irv) environmental protection. Or the effect of any violation of Shwa saws, ordhancss W governmental regulatiaris. except to the extent hal a noti.e of the enforcement llseseot or a notice of a defed, lien w encumbrance re'uking from a violation or alleged vtolativn affecting the lard has been recorded rh the public recwds al Date of Policy. (b) Any governmental police power not exckxW by (ej above, except to the extent that a notice of the exefdse thereof or a notice of o defect, lien or encumbrance resulting llrom a vkAabon or alleged viriUbort affaeling the land has been recorded it the pubic records at Dale of poli y- 2. Rights of ormnenl domain unless notice of the exercise thereof has been recorded in the public records at Date of Policy, but not exuding from coverage any taking which has occurred pior to late of Policy which wouid be bending on the rWft of a purchaser for value without krhparledge. 3. Detects. Rena, onncumbrarrces. adverse damns or Other matters; (a) created. suffered. assumed or agreed Jo by the inured dainant: (bl not known to the +✓omi arw, not recorded in low public reczxaS al Dale or Policy. but known to use maid Gaernartt and not d'rselosed In writing to the Company by Me insured dam" prior to the date the inwed darnan( became are insured under this polity: (c) rezu" in no loss or damage to the rwred darmant; (d) attachkV or created subsequent to Date of Patrcy; or (e) resulting in Loss of damage which wOWd not have been sustained if the insured claimant had paid value for the estate or interest insured by this ply. 4. Any roam wtfldt arises out of ow transaction vesting in the Insured the eslale or merest insured by thus po:iCy, by reason of the operation of federal berwoupt[y. state ktsofvency, or sang crediKxsrights law. that is based on, (r) the transaction "a" the estate or interest ensured by this pobry being deemed a fraudulent conveyance Or ImAulent transfer: or to the tYarnacbon cmating the estate or rrtnrest insured by this policy being deemed a prefer irrti it transfer except where the pre terenIlaI Y'anafar rasuitl from the faiivre: (a) to Cicely record Me Wotrurri—I of trare5fe-17 Or (b) of suds recordation to impart notice to a purchaser for value or a judgment or lien credilor ALTA LOAN POLICY (10-17-92) i ALTA LEASEHOLD LOAN POLICY (10.17-92) The lokowirg matters are expressly excluded from the coverage of this Policy and the Company will not pay loss or damage, costs. attorneys fees or ehparses whichh woe by reason of: 1 (a) Any law. ordinanceern or governmental racgtiation (including but not fimdCd to building and Tonrq laws. ordinances, w regulations) restricting raguialirg. prohibiting or ruling to (t1 the ocarpancy, use. or enjoyment of the land: (i) the character, dimensiorns or Ioc3bm Of any impravoment rnOw or N"after erected on the Land pai) s wpam ion in ownership x a charge i n tiro dinnenaidns or area of the land w soy pwoei of which tihe lord is or was a part of (iv) environmental protedio n or the effect of arty violotinn of these Lawn, ordktancer. or govermnartlat r guL3borts, except to the evident that a notice of the enforcement thereof or a notice of a defect. l ion or encumbrance resu"V from a violation or alleged vitiation affecWV the land has been recorded in the pubkc records at Date of Policy. t a MMESe thereof or (b) Any Ion or erntxance rwuRtng�from a violabon ornoi excluded by e) above. except attaged vinwlon{ affectaxlent ing the land has bbeeln recorded in the publicanodce of >�ds ateQa� 2. Pighb of eminent domain trArss notice of the exercise thereof has been recorded in the public records at Data of Policy. txrt not 6xciudkv from a7verege any taking which has OMATrd prior to Date of POsicy which wordd be bkvAng on the rights Of a PurtjhQW for value wlhouI I0hohrrlad9e- 3. Defects, runts. ar icurnbrances, adverse claims or otter matters: (a) created. suffered, mmumad or agrmd no by Vm inaurad ciminanZ (b) not krKwm to the Compia ny, nKA recorded in the public records at hate of Policy. bvt known to the insured claimant and not disclosed in wrAing to the Company by the insured ciewrhent prior to the date the irist"d clamant became an insured u•Kkw the pokey; (c) reeuldrg in no km or domino lD the kwx'ad clekr+arh; (d) attaching or created subsequeMW Dale of policy (mcept to" extant that this policy i nstres the priority of the Ian of Its insured mortgage over any WaWbry lien for servkas. tabor or rra"q; or (0) resulting in loss or damage which would not have &d � I re or inn( ins � s+ o vahm r the 1scY. oar She mortWLQbgage. ar khnnforta ry su of the ten n few th tired lSdInemortgage business Laws of the state in whicli the Land is situated- Faikas CA arsy wbsoqusftlovmar d tie ridtrblodnese, to corrrpyrvrtn apptecabte holing --� 5. krvaidgy or unordorosebrTAy of the lien of the incurred mortgage, or down thereof. which arises out of the transaction evidenced by the insured rnortgays and is based upon usury or any cwrrsuxne r cxedit pmtectfon or truth in Landing tare. iterh for eervicnx tabor a rmictrWft (or (bra clahn of priority of any %UWtary Lien for services, labor or materials Over the lien of the 6. Why aced mor or vrork related lo the land which it contracted for" commenced subsequent to pate of iroBW and is FKA fi ui sired fn w of k r in part by Polcy and t6 not fkuarhnad in whole or M part by prposoctt of the irzd06tedrwss secured by the trhsenred mortgage which at Data of Policy t176 ktsured has advanced or is obligated to aevanar. 7. Any claim which arises Out Of the transaction tg she interest of Me mortgagee insured by this policy, toy reason of the operation of federal bankruptcy. state iiiaclrertrey, or simiter credNara rights Laws. teal is based on: (i) the brr sacdan creating the interest Of she its m mortgagee being deemed a fraudulent conveyance or fraudulent transfer, or [1) the 3LAxitdirmillm of the lntarem of the alsire'd morIgNee as a rawlt Of the aPPhc3tion of the doctrine of equitable gubcmdindtion; or [�) the trarraaetrxr �� v,e ntesest of (he4 Insured mortgagee t>girg deemed a PrttferentLal transfer except where the preiererhWal transfer tasWb from Its faiuxe: (a) to tkrt,aly record the k►rbu mend of bw'V►r. Or (b) of such noordatlon to Mnpm nonce to a purchaser for value or a judgment or Ian cradkor. 34001 Pacific Hwy S, Federal Way, Washington Federal Way A Storage Place, LLC CLE 2170 Fidelity National Titre !��7��y o, f Washington Underwritten by Fidelity Nationce Company 3500 188th Street SW #300 Lynnwood, Washington 98037 (425) 771-3031 / (800) 776-3021 Fax No. (425) 670-2109 Direct Line (425) 640-3510 UNIT 7 TITHE ORDER NUMBER: 0171976 TO: FIDELITY NATIONAL TITLE For information on this order, 1360 EAST 9TH ST. $500 please contact: CLEV^Lr. AND, OH 44114-0000 Terry Sarver, Attention NATALIE KOSLOV Commercial Title Officer Your Number CLE 2170 e-mail: tsarver@fnf.com Reference Name: FEDERAL WAY A STORAGE PLACE phone: (425)771-3031 x.510 WRIGHT Christoff Huyboom, Title Officer phone: (425)771-3031 x.461 TITLE ORDER NUMBER: 0171976 A.L.T.A. COMN"TMPNP SCHEDULE A Commitment Effective Date: February 22, 2005 at 8:00 A.M. 1. Policy or Policies to be Issued: - ALTA Owners Policy - 1992 Form Standard Coverage Commercial Rate Proposed Insured: ZAREMBA LAND DEVELOPMENT LLC - ALTA Loan Policy - 1992 Form Extended Coverage Commercial/Simultaneous Rate Proposed Insured: APPROPRIATE LENDER Amount $ 2,550,000.00 Premium $ 4,093.00 Sales Tax: $ 364.28 Amount $ To Follow Premium $ To Follow Sales Tax: $ To Follow 2. The estate or interest in the land described herein and which is covered by this Commitment is a fee simple. 3. The estate or interest referred to herein is at Date of Commitment vested in: ROBERT LLOYD WRIGHT, as his separate estate 4. The land referred to in this Commitment is situated in the County of King, State of Washington, and is described as follows: See Attached Fidelity National Title Company of Washington ALTA Commitment, Page 2 order No. 0171976 LEGAL DESCRIPTION: That portion of the South half of the North half of the North half of the Southeast quarter of the Northeast quarter of Section 20, and that portion of the North half of the South half of the North half of the Southeast quarter of the Northeast quarter of Section 20, Township 21 North, Range 4 East W.M., records of King County, Washington, lying Westerly of Primary State Highway No. 1 (US 99) and more particularly described as follows: Commencing at the Northeast corner of said Section 20; THENCE South 01012117" West along the East line of said Northeast quarter of Section 20, a distance of 1479.34 feet to the Northeast corner of said South half of the North half of the North half of the Southeast quarter of the Northeast quarter of Section 20; THENCE North 88024,53" West along the North line of said South half of the North half of the North half of the Southeast quarter of the Northeast quarter of Section 20, a distance of 169.96 feet to the Westerly right-of-way line of Primary State Highway No. 1 (US 99) and the true point of beginning; THENCE continue along said North line North 880451530 West, a distance of 1143.58 feet to the Northwest corner of said South half of the North half of the North half of the Southeast quarter of the Northeast quarter of Section 20; THENCE South 01014,32" West along the West line of said Southeast quarter of the Northeast quarter of Section 20, a distance of 328.83 feet to the Southwest corner of said North half of the South half of the North half of the Southeast quarter of the Northeast quarter of Section 20; THENCE South 88046107" East along the South line of said North half of the South half of the North half of the Southeast quarter of the Northeast quarter of Section 20, a distance of 1034.43 feet to said Westerly right-of-way line of Primary State Highway No. 1 (US 99); THENCE North 22049131" East along said Westerly right-of-way line, a distance of 115.81 feet to the beginning of a curve to the left; THENCE along said curve to the left having a radius of 2815.00 feet through a central angle of 04021152" an arc distance of 214.43 feet; THENCE North 71032,21" West, a distance of 10.00 feet to the beginning of a curve to the left; THENCE along said curve to the left having a radius of 2805.00 feet through a central angle of, 0°20,2411 an arc distance of 16.65 feet to the true point of beginning. Situate in the County of King, State of Washington. Fidelity National Title Company of Washington ALTA Commitment, Page 3 Order No. 0171976 SCHEDULE A (continued): LEGAL DESCRIPTI0N (continued): NOTE FOR INFORMATIONAL PURPOSES ONLY: The following may be used as an abbreviated legal description on the documents to be recorded, per amended RCW 65.04. Said abbreviated legal description is not a substitute for a complete legal description within the body of the document. Ptn SE NE S20-T21N-R4E Fidelity National Title Company of Washington ALTA Commitment, Page 4 Order No. 0171976 SCHEDULE B I. The following are the requirements to be complied with A. Instruments necessary to create the estate or interest to be insured must be properly executed, delivered and duly filed for record. B. Payment to or for the account of the grantors or mortgagors of the full consideration for the estate or interest to be insured. II. Schedule B of the Policy or Policies to be issued (as set forth in Schedule A) will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company. B. GENERAL EXCEPTIONS 1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public record. Proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the public records_ 2. Any facts, rights, interests or claims which are not shown by the public records but which could be ascertained by an inspection of the land or which may be asserted by persons in possession thereof. 3. Easements, liens or encumbrances, or claims thereof, which are not shown by the public records. 4. Discrepancies, conflicts in boundary lines, shortage in area, encroachments or any other facts which a correct survey would disclose, and which are not shown by the public records. 5. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water, whether or not the matters excepted under (a), (b) or (c) are shown by the public records. (d) Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitude. 6. Any lien, or right to a lien, for services, labor or materials theretofore or hereafter furnished, imposed bylaw and not shown by the public records. 7. Any service, installation, connection, maintenance or construction charges for sewer, water, electricity or garbage removal. 8. Defects, liens, encumbrances, adverse claims or other matters, if any created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. Fidelity National Title Company of Washington ALTA Commitment, Page 5 Order No. 0171976 C. SPECIAL EXCEPTIONS I. Lien of any real estate excise sales tax upon any sale of said property if unpaid. The subject property is located in the City of Federal Way. The excise tax rate is 1.78$ as of January 16, 1991, 2. GENERAL TAXES PAYABLE AFTER FEBRUARY 15TH: THE FIRST HALF TAXES ARE DUE PRIOR TO MAY 1ST; THE SECOND HALF TAXES ARE DUE PRIOR TO NOVEMBER 1ST: Year: 2005 Amount Billed: $9,366.35 Amount Paid: $ 0.00 Amount Due: $9,366.35 Tax Account No.: 202104905106 Levy Code: 1205 Value of Land: $770,000.00 To expedite payment of your taxes, you may mail the payment direct to: King County Treasurer 500 4th Ave, Room 600 Seattle, WA 98104 3. Facility charges, if any, including but not limited to hook-up, or connection charges and latecomer charges for water and/or sanitary sewer service facilities by Federal Way Water and Sewer, as disclosed by instrument(s) recorded under Recording No.: 8905120210 Said Notice supersedes previous notice under Recording No. 8106010916, 4 . Right, tide and interest of Federal Way A Storage Place LLC, as presumed to be an owner or party having an interest in the subject property, as disclosed by the application for title insurance_ Said party has no record interest in the ownership to the subject property- 5- We find no listing for Zaremba Land Development LLC, the proposed purchaser, on the Secretary of State's list of active Limited Liability Companies. Before issuing the forthcoming policy we will require evidence that said Zaremba Land Development LLC is a legal entity capable of holding title to real property under the laws of the State of Washington. A copy of the current Operation Agreement, and any amendments thereto, must be submitted to us to determine the authority of the parties to sign. 6. Any rights of the parties in possession of said land based upon'an unrecorded agreement, contract or lease, a's disclosed by inspection and investigation. This Company will.require that a full copy of any unrecorded agreement, contract or lease be submitted to us, together with all supplements, assignments and amendments, before issuing any Policy of Title Insurance. Fidelity National Title Company of Washington ALTA Commitment, Page 6 Order No. 0171976 7. To provide an Extended Coverage Lenders Policy, General Exceptions 1, 5 and 7 are hereby deleted. General Exceptions 2, 3, 4, 6 and 8 will be considered when our Inspection and/or Survey, if required, is completed. A StTpplementel Report will follow. We will inform you later whether the 100 Endorsement will issue with the forthcoming lenders policy. 8. Judgments, liens and numerous other matters of record pending against persons with names similar to Robert Lloyd Wright. The enclosed affidavit should be completed and returned to this office several days PRIOR to closing to help establish the identity of said party(ies). 9. EASEMENT AND CONDITIONS CONTAINED THEREIN, AS CONDEMNED BY FINAL DECREE: Entered: In King County Superior Court Cause No.: SC823293 In Favor Of: Lake Washington Sewer District Purpose: Sewer mains Affects: The South 5 feet of the East 283.5 feet of the West 526 feet and the East 10 feet of the West 526 feet of the above described parcel of land 10. AGREEMENT FOR PERPETUAL EASEMENT, AND THE TERMS AND CONDITIONS THEREOF: Recorded: September 11, 1995 Recording No.: 9509110607 11. EASEMENT AND CONDITIONS CONTAINED THEREIN, AS GRANTED BY INSTRUMENT: Recorded: September 11, 1995 Recording No.: 950911060E In Favor Of: City of Federal Way Purpose: Drainage facilities for 336th corner project Affects: Portion of said premises END OF SPECIAL EXCEPTIONS NOTE 1: Prior to closing, we will require the completion of the attached Declaration by the parties named below to enable us to amend or eliminate questions of parties in possession, lien rights and/or other certain unrecorded matters. Parties: Zaremba Land Development LLC- NOTE 2: Examination of the records discloses no judgments or other matters pending against the name(g) of Zaremba Land Development LLC,.the proposed insured. END OF NOTES Fidelity National Title Company of Washington ALTA Commitment, Page 7 order No. 0171976 In the event this transaction fails to close and this Commitment is cancelled, a fee will be charged to comply with the State Insurance Code and the filed Schedule of this Company. The sketch attached is provided as a courtesy only by Fidelity National Title Insurance Company of Washington, without charge, for your information. It is not intended to be a Survey or to show all matters relating to the property (including, but not limited to area, dimensions, easements, encroachments or locations of boundaries). It is not a part of, nor does it modify, the Title Commitment or Policy to which it is attached. The Company assumes No Liability for the correctness of any matter related to this sketch. Reference should be made to an accurate survey for further information. FEBRiAa,RY 28, 2005 CH/mb THANK YOU FOR YOUR ORDER IF WE MAY BE OF FURTHER ASSISTANCE, PLEASE GIVE US A CALL Fidelity National Financial Gro.up of Companies' Privacy Statement July 1, 2001 We recognize and respect the privacy expectations of today's consumm and the requiremetrts of applicable federal and state privacy laws. We believe that making you aware of how we use your non-pulrlic personaiinformation ("Personal (nformadon"), and to whom it is disclosed, will form the basis for a relationship of trust between us and the public that we serve. This Privacy Statementprovides that explanation. We reserve the right to change this Privacy Statement from time to time consistent with applicable privacy laws. In the course of our business, we may collect Personal Information about you from the following sources: * From applications or other forms we receive from you or your authorized representative; * From your transactions with, or from the services being performed by, us, our affiliates, or others; # From our internet web sites; * From the public records maintained by governmental entities that we either obtain directly from those entities, or from our affiliates or othe , ; and * From consumer or other reporting agencies. Our Policies Regarding the Protection of the Confidentiality and Security of Your Personal Information We maintain physical, electronic and procedural safeguardss to protect your Personal Information froth unauthorized access or inuuslon. We limit access to the Personal Information only to those employees who need such access in connecdon with providing products or services to you or For other legitimate business purposes• Our Policies and Practices Regarding the sharing of Your Personal Information We may share your Personal Information with our affiliates, such as insurance companies, agents, and other real estate settlement service providers. We also may disclose your Personal lnfvnmattion: * to agents, brokers or representatives to provide you with services you have requested; * to third -party contractors or service providers who provide services or perform marketing or other functions on our bebaif; and * to others with whom we enter into joint marketing agreements for products or services that we believe you may find of interest. In addition, we will disclose your Personal lnformadou when you direst or ggyve us permission, when we are required by law to do so, or when we suspect fraudulent or criminal activities. We also may disclose your Personal Information when otherwise permitted by applicable privacy laws such as, for example, when disclosure is needed to enforce our rights arising out of any agreement, transaction or relationship with you. One of the important responsibilities of same of our affiliated companies is to record documents in the public domain m Such documents may contain your Personal Information. Right to Access Your Personal Information and Ability To Correct Errors or Request Changes or Deletion Certain states afford you the right to access your Personal Information and, under certain eircurnstanxs, to find out to whom your Personal Information has been disclosed. Also, certain states afford you the right to request correction, amendment or deletion of your Personal l.nfomiation. We reserve the right, where permitted by law, to charge a reasonable fee to cover the costs incurred in respondiug to such requests. All requests must be made in writing to the following address: Privacy Compliance Officer Fidelity National Financial, Inc. 4050 Calle Real, Suite 220 Santa Barbara, CA 93110 FIdelity National Title Company of Washington DECLARATION TITLE ORDER NUMBER 0171976 Declarant has requested Fidelity National Title Company of Washington, to issue its Policy of Title insurance, Guarantees or Endorsements insuring an interest in, or title to, real property described in the above referenced Title Order Number thereinafter referred to as "said property") without exception to, or providing certain affirmative insurance against, certain unrecorded matters. 1. Declarant knows of no detects, liens, encumbrances, adverse claims or other matters affecting said property other than as shown on the Preliminary Commitment bearing the above referenced Title Order Number prepared by Fidelity National Title Company of Washington EXCEPT: (insert " or use reverse 2. Declarant hereby affirms that there are no leases or no one in possession, or entitled to possession, of said property other than the vestee shown in said Preliminary Commitment EXCEPT: (insert or use reverse 3. Declarant hereby affirms that there are no liens or rights to liens upon said property for labor, services, materials, appliances, equipment or power furnished or to be furnished to the work of improvement which are imposed by law and not shown by the public records, whether, done by an owner, lessee, sublessee or tenant, and which has not been completed within the last 90 days or which is now in progress, EXCEPT: insert or, it work as commenced within the last 90 days, use reverse) Declarant hereby affirms that: A. There are no charges for assessments levied by a Local Improvement District that are not of record, EXCEPT: W(insert or use reverse B. that all sewer, water, gas, electricity, garbage charges and any charges for installation, connection, maintenance or construction for the same have been paid in full, EXCEPT: insert �' - or use reverse This Declaration is made to induce Fidelity National Title Company of Washington, to issue its Policy of Title Insurance with respect to the above referenced Title Order Number. Executed under penalty of perjury on this day of Declarant Address Declarant Address Address 70dress 19 Fidelity National Title Company of Washington Title Order Number 0171976 Declaration - Page 2 of 2 Pages 1. Defects, liens, encumbrances, adverse claims or other matters known to the Declarant which are not shown in the Preliminary Commitment: 2. Names of Leases, either recorded or unrecorded, or copy of Rent Roll as follows, or hereto attached: 3. List of contractor, subcontractors and suppliers of labor and materials to. the subject property within the last 90 days from the date of this Declaration: 4A. Any charges for unrecorded Local Improvement assessments: B. Any charges for installation, connection, maintenance or construction or any bills for sewer, water gas and garbage. M � �l r a r vaun Wr r. `eE' 1 .in* . f s ano n a / s r fi NI %:. u W ti aarmorr �+ ems' sm i aWN v CV7r701� NA171f0A� ' lv . r.4a «a fm C m � �r1si'1IA{i•�� f � I P4 • ua. . LIP --LA so r go givj Ia! ----. Bwr,l - ^ T tw�AMOr NyLo Q 1'rOd ■�Y1da1f � fYt1�MMwewwrrY 4 NE 20-21-04 KING COUNTYEPT, FU of ASSESSMENTS *4' �`0O"-`100� r S �.— — ---• .._ --fir —• .�. �crr— s r � •- s _ l _.,... s s westCAkVW � I � euswEas R J . FM�FYC I � AL YVE6f MAiPUB pUf WE95 PAIIK iC'- � -I � ■ CJwP�GP1IRK iRE P[�N E Y- , t s SCHEDULE OF EXCLUSIONS FROM COVERAGE The ExdLsions from Coverage referred to in Paragraph 3 of the Conditions and Stipulations are as follows: ALTA OWNER'S POLICY (10-17-92) & ALTA LEASEHOLD OWNER'S POLICY (10-1742) The folt ming matters are expressly excktded from the coverage of this policy and the Company will not pay loss or damage, costs, attorneys' fees or expenses which arise by reason of: f - (a) Any law, ordinance or governmental reguiatsan (including but not limited to build" and zoning laws, ordinances, or regulations) restricting. regulating, prohibiting or relating to M the occupancy, use, or enjoyment of the land; (ii) the character, dimensions or location of any improvement now or hemmer erected on the taro; (iii) a separation in ownership or a change in the dimensions or area of the land or any parc;el of which the land is or was a pail; or (iv) environmental protection. or the effect of any violation of these laws, ordinances or governmental regulations, except to the extent hat a notice of the enforcement thereof or a notice of a defect. lien or encumbrance resulting from a violation or allecjed viotabon affecting the land has been recorded in the public records at Date of Policy. (b) Any governmental police power not excluded by (a) above, except to the extent that a notice of the exercise thereof or a notice of a defect, lien or encumbrance resulting from a violation of alleged violation affecting the land has been retarded in the public records at hate of 2. Rights domain unless notice of the exercise thereof has been recorded in the public records at Date of Policy, but not excluding from coverage any taking which has occurred prior to Dale of Policy which would be binding on the rights of a purchaser for value without knowledge. 3. Defects, liens, encumbrances, adverse claims or other matters: (a) created. suffered. assumed or agreed !o by the insured claimant: (b) not known to the Company, rot retarded in the public records at Date of Policy, but known to the insured claimant and not disclosed in wnting to the Comparry by the in:ared claWnwt. prior to the date the insured daimanI became an insured under this policy; (c) resulting in no loss or damage to the insured claimant; (d) attaching of created subsequent to Date of Policy; or (e) resu" in loss tx damage which would not have been sustained if the insured claimant had paid value for the estate or interest insured by Ifnfs policy 4. Any claim which arises out of the transaction vesting in Ube Insured the estate or interest insured by this policy, by reason of the operation of federal bankruptcy, state insolvency. or similar creditors' rights law, that is based on: (Q the transaction creating the estate or interest insured by this policy being deemed a fraudulent conveyance or fraudulent transfer, or (a) the transacfJion creating the estate or interest insured by this policy being deemed a preferential transfer except where the preferential transfer results from the failure: (a) to timely record the instrument of transfer. or (b) of such recordation to impart notice to a purchaser for value or a judgment or Gen creditor. ALTA LOAN POLICY (10-17-92) & ALTA LEASEHOLD LOAN POLICY (10-17-92) The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage, costs, attorneys fees or expenses which arise by reason of: t - (a) Any taw, ordinance or govenvnenlal regulation (including but not limited to building and zoning taws, ordinances, or regulations) restricting, regulating, prohibiting or retaUng to (i) the occupancy, use, or enjoyment of the land; (ii) the character. dimensions or location of any improvarnenS row or hereafter erected on the bald (tilt) a separation in ownership or a change in the dimensions or area of the load or any parcel of which the land is or was a part- or (iv) environmentat protection or the effect of any violation of these laws. ordinances of governmental regulations, except to the extent that a notice of the anforcement thereof or a notice of a detect, lien or encumbrance resulting from a violation or alleged violation alfecrtg the land has been recorded in the public records at Date of Policy. (b) Any governmental ponce power not excluded by (a) above, except to tlhe extent that a notice of fhe exercise thereof or a notice of a defect, lien or encumbrance resulting from a violation or aliaged violation affecting the Land has been recorded in the public records at Date of 2. Rights o eminent domain unless notice of the exercise then pf has been recorded in the public records at Date of Policy, but not exdvding from coverage any taking which has occurred prior to Date of Policy which would be binding on the fights of a purchaser for value without Imoiwledge_ 3. Defecxs, liens, encumbrances, adverse claims or other matters: (a) created. suffered, assumed or agreed to by the insured claimant (b) rot known to the Company, not recorded in the public records at Date of Policy, but known to the insured claimant and not disclosed in writing to the Company by the irrstxed riairnant prior to the date the insured claimant became an insured under this policy: (c) resulting in no loss or damage to the insured claimant (d) attad*V or crebatad subsequent IA Date of Policy (except to the extent that this policy insures the priority of the ken of time insured mortgage over any statutory lien for services, tabor or material): ins (a) resulting in loss or damage which would not have been sustained if the insured claimant had paid value for the insured mortgage- 4- Urtenforceabti4 of the lien of ttte imscrad mortgage because of the inability or failure of the insured at Date of Policy, or the inability or failure of any subsequent owner of the i clebleciness, to comply with applicable doing business laws of the state in which the land is situated- 5. 1nvafldity or urrenfornaabiliiy of the lien of the insured mortgage, or claim thereof, which arises out of the transaction evidenced by the insured mortgage and is based upon usury or any eorascxmer credit protection or truth in lending law. 6- Any statutory Lien for services, tabor or materials (or the darn of priority of any stalulay lien for services, labor of materials over the lien of the insured mortgage) arising from an improvement or work related to the land which is contracted for and commenced subsequent to Date of Policy and is not fuminaed in whole or In part by proceeds of the indebtedness secured by the insured mortgage which at Date of Policy the insured has advanced or is abligated to advance. T. Any claim which arises out of the transaction cresting the interest of the mortgagee insured by this policy, by reason of the operation of federal bankruptcy. state insolvency. or similar creditors rights Fawn, that is based on: (Q the transaction creating the interest of the insured mortgagee being deemed a fraudulent conveyance or fraudulent transfer; or (i Q the subord5haticn of tha interest of the insured mortgagee as a result of the application of the doctrine of equitable subordination; or (9) the transaction creating the interest of the assured mortgagee being deemed a preferential transfer except where the preferential transfer results from the failure: (a) to tirnety record the lnslsurrsent of transfer. or (b) of such rocordolton to Impart notice to a purchaser for value or a judgment or Gen creditor. ,, "" Fidelity National Title Company of Washington Underwritten by Fidelity National Title Insurance Company 3500 188th Street SW #300 Lynnwood, Washington 98037 (425) 771-3031 / (800) 776-3021 Fax No. (425) 670-2109 Direct Line (425) 640-3510 UNIT 7 TITLE ORDER NUMBER: 0171976 TO: FIDELITY NATIONAL TITLE For information on this order, 1360 EAST 9TH ST. #500 please contact: CLEVELAND, OH 44114-0000 Terry Sarver, Attention NATALIE KOSLOV Commercial Title Officer Your Number CLE 2170 e-mail: tsarver@fnf.com Reference Name: FEDERAL WAY A STORAGE PLACE phone: (425)771-3031 x.510 WRIGHT Christoff Huyboom, Title Officer phone: (425)771-3031 x.461 TITLE ORDER NUMBER: 0171976 A.L.T.A. COMMITMENT SCHEDULE A Commitment Effective Date: February 22, 2005 at 8:00 A.M. 1. Policy or Policies to be Issued: - ALTA Owners Policy - 1992 Form Amount $ 2,550,000.00 Standard Coverage Premium $ 4,093.00 Commercial Rate Sales Tax: $ 364.28 Proposed Insured: ZAREMBA LAND DEVELOPMENT LLC - ALTA Loan Policy - 1992 Form Amount $ To Follow Extended Coverage Premium $ To Follow Commercial/Simultaneous Rate Sales Tax: $ To Follow Proposed Insured: APPROPRIATE LENDER 2. The estate or interest in the land described herein and which is covered by this Commitment is a fee simple. 3. The estate or interest referred to herein is at Date of Commitment vested in: ROBERT LLOYD WRIGHT, as his separate estate 4. The land referred to in this Commitment is situated in the County of King, State of Washington, and is described as follows: See Attached RECEIVED MAW 2 ' 0 2005 CITY CJI- I­rDrzRAL WAV bUILDING DEPT. 0 5 N-102 3 $ ?. Fidelity National Title Company of Washington ALTA Commitment, Page 2 Order No. 0171976 LEGAL DESCRIPTION: That portion of the South half of the North half of the North half of the Southeast quarter of the Northeast quarter of Section 20, and that portion of the North half of the South half of the North half of the Southeast quarter of the Northeast quarter of Section 20, Township 21 North, Range 4 East W.M., n, lying Westerly of Primary State Highway No. 1 (US 99) and more particularly described as follows: Commencing at the Northeast corner of said Section 20; THENCE South 01012117/1 West along the East line of said Northeast quarter of Section 20, a distance of 1479.34 feet to the Northeast corner of said South half of the North half of the North half of the Southeast quarter of the Northeast quarter of Section 20; THENCE North 88024153/1 West along the North line of said South half of the North half of the North half of the Southeast quarter of the Northeast quarter of Section 20, a distance of 169.96 feet to the Westerly right-of-way line of Primary State Highway No. 1 (US 99) and the true point of beginning; THENCE continue along said North line North 88045,5311 West, a distance of 1143.58 feet to the Northwest corner of said South half of the North half of the North half of the Southeast quarter of the Northeast quarter of Section 20; THENCE South 01014132/1 West along the West line of said Southeast quarter of the Northeast quarter of Section 20, a distance of 328.83 feet to the Southwest corner of said North half of the South half of the North half of the Southeast quarter of the Northeast quarter of Section 20; THENCE South 88046107/1 East along the South line of said North half of the South half of the North half of the Southeast quarter of the Northeast quarter of Section 20, a distance of 1034.43 feet to said Westerly right-of-way line of Primary State Highway No. 1 (US 99); THENCE North 22049131/1 East along said Westerly right-of-way line, a distance of 115.81 feet to the beginning of a curve to the left; THENCE along said curve to the left having a radius of 2815.00 feet through a central angle of 04021152/1 an arc distance of 214.43 feet; THENCE North 71032,2111 West, a distance of 10.00 feet to the beginning of a curve to the left; THENCE along said curve to the left having a radius of 2805.00 feet through a central angle of 0020124/1 an arc distance of 16.65 feet to the true point of beginning. Situate in the County of King, State of Washington. Fidelity National Title Company of Washington ALTA Commitment, Page 3 Order No. 0171976 SCHEDULE A (continued): LEGAL DESCRIPTION (continued): NOTE FOR INFORMATIONAL PURPOSES ONLY: The following may be used as an abbreviated legal description on the documents to be recorded, per amended RCW 65.04. Said abbreviated legal description is not a substitute for a complete legal description within the body of the document. Ptn SE NE S20-T21N-R4E Fidelity National Title Company of Washington ALTA Commitment, Page 4 Order No. 0171976 SCHEDULE B I. The following are the requirements to be complied with: A. Instruments necessary to create the estate or interest to be insured must be properly executed, delivered and duly filed for record. B. Payment to or for the account of the grantors or mortgagors of the full consideration for the estate or interest to be insured. II. Schedule B of the Policy or Policies to be issued (as set forth in Schedule A) will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company. B. GENERAL EXCEPTIONS 1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public record. Proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the public records. 2. Any facts, rights, interests or claims which are not shown by the public records but which could be ascertained by an inspection of the land or which may be asserted by persons in possession thereof. 3. Easements, liens or encumbrances, or claims thereof, which are not shown by the public records. 4. Discrepancies, conflicts in boundary lines, shortage in area, encroachments or any other facts which a correct survey would disclose, and which are not shown by the public records. 5. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water, whether or not the matters excepted under (a), (b) or (c) are shown by the public records_ (d) Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitude. 6. Any lien, or right to a lien, for services, labor or materials theretofore or hereafter furnished, imposed by law and not shown by,the public records. 7. Any service, installation, connection, maintenance or construction charges for sewer, water, electricity or garbage removal. 8. Defects, liens, encumbrances, adverse claims or other matters, if any created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. Fidelity National Title ALTA Commitment, Page 5 Order No. 0171976 C. SPECIAL EXCEPTIONS Company of Washington 1. Lien of any real estate excise sales tax upon any sale of said property if unpaid. The subject property is located in the City of Federal Way. The excise tax rate is 1.78% as of January 16, 1991. 2. GENERAL TAXES PAYABLE AFTER FEBRUARY 15TH: THE TO MAY 1ST; THE SECOND HALF TAXES ARE DUE PRIOR Year: 2005 Amount Billed: $9,366.35 Amount Paid: $ 0.00 Amount Due: $9,366.35 Tax Account No.: 202104905106 ✓ Levy Code: 1205 Value of Land: $770,000.00 FIRST HALF TAXES ARE DUE PRIOR TO NOVEMBER 1ST: To expedite payment of your taxes, you may mail the payment direct to: King County Treasurer 500 4th Ave, Room 600 Seattle, WA 98104 3. Facility charges, if any, including but not limited to hook-up, or connection charges and latecomer charges for water and/or sanitary sewer service facilities by Federal Way Water and Sewer, as disclosed by instrument(s) recorded under Recording No.: 8905120210 Said Notice supersedes previous notice under Recording No. 8106010916. 4. Right, title and interest of Federal Way A Storage Place LLC, as presumed to be an owner or party having an interest in the subject property, as disclosed by the application for title insurance. Said party has no record interest in the ownership to the subject property. 5. We find no listing for Zaremba Land Development LLC, the proposed purchaser, on the Secretary of State's list of active Limited Liability Companies. Before issuing the forthcoming policy we will require evidence that said Zaremba Land Development LLC is a legal entity capable of holding title to real property under the laws of the State of Washington. A copy of the current Operation Agreement, and any amendments thereto, must be submitted to us to determine the authority of the parties to sign. 6. Any rights of the parties in possession of said land based upon'an unrecorded agreement, contract or lease, as disclosed by inspection and investigation. This Company will.require that a full copy of any unrecorded agreement, contract or lease be submitted to us, together with all supplements, assignments and amendments, before issuing any Policy of Title Insurance. Fidelity National Title Company of Washington ALTA Commitment, Page 6 Order No. 0171976 7. To provide an Extended Coverage Lenders Policy, General Exceptions 1, 5 and 7 are hereby deleted. General Exceptions 2, 3, 4, 6 and 8 will be considered when our Inspection and/or Survey, if required, is completed. A Supplemental Report will follow. We will inform you later whether the 100 Endorsement will issue with the forthcoming lenders policy. 8, Judgments, liens and numerous other matters of record pending against persons with names similar to Robert Lloyd Wright. The enclosed affidavit should be completed and returned to this office several days PRIOR to closing to help establish the identity of said party(ies). NT AND CONDITIONS CONTAINED THEREIN, AS CONDEMNED BY FINAL DECREE: Entered: In King County Superior Court Cause No.: SC823293 In Favor Of: Lake Washington Sewer District Purpose: Sewer mains Affects: The South 5 feet of the East 283.5 feet of the West 526 feet and the East 10 feet of the West 526 feet of the above described parcel of land MENT FOR PERPETUAL EASEMENT, AND THE TERMS AND CONDITIONS THEREOF: Recorded: September 11, 1995 Recording No.: 9509110607 •'LENT AND CONDITIONS CONTAINED THEREIN, AS GRANTED BY INSTRUMENT: Recorded: September 11, 1995 Recording No.: 9509110608 In Favor Of: City of Federal Way Purpose: Drainage facilities for 336th corner project Affects: Portion of said premises END OF SPECIAL EXCEPTIONS NOTE 1: Prior to closing, we will require the completion of the attached Declaration by the parties named below to enable us to amend or eliminate questions of parties in possession, lien rights and/or other certain unrecorded matters. Parties: Zaremba Land Development LLC, NOTE 2: Examination of the records discloses no judgments or other matters pending against the name(s) of Zaremba Land Development LLC,•the proposed insured. END OF NOTES Fidelity National Title Company of Washington ALTA Commitment, Page 7 Order No. 0171976 In the event this transaction fails to close and this Commitment is cancelled, a fee will be charged to comply with the State Insurance Code and the filed Schedule of this Company. The sketch attached is provided as a courtesy only by Fidelity National Title Insurance Company of Washington, without charge, for your information. It is not intended to be a Survey or to show all matters relating to the property (including, but not limited to area, dimensions, easements, encroachments or locations of boundaries). It is not a part of, nor does it modify, the Title Commitment or Policy to which it is attached. The Company assumes No Liability for the correctness of any matter related to this sketch. Reference should be made to an accurate survey for further information. FEBRUARY 28, 2005 CH/mb THANK YOU FOR YOUR ORDER IF WE MAY BE OF FURTHER ASSISTANCE, PLEASE GIVE US A CALL Fidelity National Financial Group of Companies' Privacy Statement July 1, 2001 We recognize and respect the privacy expectations of today's consumers and the requirements of applicable federal m and state privacy laws. We believe that making you aware of how we use your non-public persona information ("Personal Information"), and to whom it is disclosed, will form the basis for a relationship of trust between us and the public that we serve. This Privacy Statement provides that explanation. We reserve the right to change this Privacy Statement from time to time consistent with applicable privacy laws. In the course of our business, we may collect Personal Information about you from the following sources: * From applications or other forms we receive from you or your authorized representative; * From your transactions with, or from the services being performed by, us, our affiliates, or others; * From our intereet web sites; * From the public records maintained by governmental entities that we either obtain directly from those entities, or from our affiliates or others; and * From consumer or other reporting agencies. Our Policies Regarding the Protection of the Confidentiality and Security of Your Personal Information We maintain physical, electronic and procedural safeguards to protect your Personal Information from unauthorized access or intrusion. We limit access to the Personal Information only to those employees who need such access in connection with providing products or services to you or for other legitimate business purposes. Our Policies and Practices Regarding the sharing of Your Personal Information We may share your Personal Information with our affiliates, such as insurance companies, agents, and other real estate settlement service providers. We also may disclose your Personal Information: * to agents, brokers or representatives to provide you with services you have requested; * to third -party contractors or service providers who provide services or perform marketing or other functions on our behalf; and * to others with whom we enter into joint marketing agreements for products or services that we believe you may find of interest. In addition, we will disclose your Personal Information when you direct or give us permission, when we are required by law to do so, ❑r when we suspect fraudulent or criminal activities. We also may disclose your Personal Inforniatiort when otherwise permitted by applicable privacy laws such as, for example, when disclosure is needed to enforce our rights arising out of any agreement, transaction or relationship with you. One of the important responsibilities of some of our affiliated companies is to record documents in the public domain. Such documents may contain your Personal Information. Right to Access Your Personal Information and Ability To Correct Errors or Request Changes or Deletion Certain states afford you the right to access your Personal Information and, under certain circumstances, to find out to whom your Personal Information has been disclosed. Also, certain states afford you the right to request correction, amendment or deletion of your Personal Information. We reserve the right, where permitted by law, to charge a reasonable fee to cover the costs incurred in responding to such requests. All requests must be made in writing to the following address: Privacy Compliance Officer , Fidelityy National Financial, Inc. 4050 Calle Real, Suite 224 Santa Barbara, CA 93110 Fidelity National Title Company of Washington DECLARATION TITLE ORDER NUMBER 0171976 Declarant has requested Fidelity National Title Company of Washington, to issue its Policy of Title Insurance, Guarantees or Endorsements insuring an interest in, Or title to, real property described in the above referenced Title Order Number (hereinafter referred to as "said property") without exception to, or providing certain affirmative insurance against, certain unrecorded matters. 1. Declarant knows of no defects, liens, encumbrances, adverse claims or other matters affecting said property other than as shown on the Preliminary Commitment bearing the above referenced Title Order Number prepared by Fidelity National Title Company of Washington EXCEPT: (insert " ONE" or use reverse 2. Declarant hereby affirms that there are no leases or no one in possession, or entitled to possession, of said property other than the vestee shown in said Preliminary Commitment EXCEPT: (insert ar use reverse 3. Declarant hereby affirms that there are no liens or rights to liens upon said property for labor, services, materials, appliances, equipment or power furnished or to be furnished to the work of improvement which are imposed by law and not shown by the public records, whether done by an owner, lessee, sublessee or tenant, and which has not been completed within the last 90 days or which is now in progress, EXCEPT: insert or, it work as commenced within the last 90 days, use reverse) Declarant hereby affirms that: A. There are no charges for assessments levied by a Local Improvement District that are not of record, EXCEPT: insert E" or use reverse B. that all sewer, water, gas, electricity, garbage charges and any charges for installation, connection, maintenance or construction for the same have been paid in full, EXCEPT: insert or use reverse This Declaration is made to induce Fidelity National Title Company of Washington, to issue its Policy of Title Insurance with respect to the above referenced Title Order Number. Executed under penalty of perjury on this day of Declarant Address ACCress Dec grant A ress A ress 19 Fidelity National Title Company of Washington Title Order Number 0171976 Declaration - Page 2 of 2 Pages 1. Defects, liens, encumbrances, adverse claims or other matters known to the Declarant which are not shown in the Preliminary Commitment: 2. Names of Leases, either recorded or unrecorded, or copy of Rent Roll as follows, or hereto attached: 3. List of contractor, subcontractors and suppliers of labor and materials to the subject property within the last 90 days from the date of this Declaration: 4A_ Any charges for unrecorded Local Improvement assessments: B. Any charges for installation, connection, maintenance or construction or any bills for sewer, water gas and garbage. FIDELITY NATIONAL TITLE INSURANCE COMPANY psmgrtettw A;�( 1 rz. . Wan A- Fidelity National Title Insurance Company 17911 Von Karman Avenue, Suite 300 Irvine, CA 92614-6253 W4 &L-r-) Zyau. z ff (avo'c CONDITIONS AND STIPULATIONS The term" mortgage", when used herein, shaI I include deed of trust, trust deed, or other security instrument. 2. If the proposed Insured has or acquires actual knowledge of any defect, lien, encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge, If the proposed Insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any-suchdefect, lien, encumbrance, adverse claim or other matter, the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions and Stipulations. 3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate of interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions, exclusion from coverage, and the Conditions and Stipulations of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. Any claim of loss or damage, whether or not based on negligence, and which arises out of the status of the title to the estate or interest or the lien of the insured mortgage covered hereby or any action asserting such claim, shall be restricted to the provisions and Conditions and Stipulations of the Commitment. 3 �,t:J ,;--•................................_.._.-.... - .-...-..., Garica Vransamenaa ly Insurance Services ItkDL1c..T'1ftnstlrancoCompuny THIS SPACEPnOVIDEDFORRECORDER'SUSE: FILED FOR RECORD AT REQUEST OF George N. Haffner P. D. Boy399�451;,;1� `CfjL'.il't , Pall City, WA 99024 i WHEN RECORDED RETURN TO ' r�FfOF/31l �45?5% D Name..--RoUe�t..L_ Son?.g1;1:,.r,.__.._µ..»».................__..,_.:_....:.....:. RECD F 6.Ort i LO r` d:d•d: r DCI ASH=L I'�• Aaarars_31LP039.PnciZ.c_.1di6hjQy....5.o. ................... SS cite, Slate, zlv� 4aC7 9.� .�:{ass... jti'A...98.002 .................. .........._...... _ .............. Statutory Warranty Deed THE GRANTOR G^_orEe N. Haffner and Joan D. Haffner RECEIVED for Lind Inconsidemtinnor Ten Dollurs and other valuable COnllitleratiOns MAY Q 5 198E in Iunrd paid, conveys and warrnnLv to Robert L. Wright and Helen I.I. Wright. THE WP IGH' COMPANY the folly ring described real mate, situnled in the County of King , Slateof R'mlrington: Attached as Schedule A It I 'I Sall! Paid on ConlraCl ` Division r Co. Rxclds '�� Deputy 6-x . •� t This deed is given in fulfillment of thol certain real cwtutr ennlrocl between the parties hereto, dattrl December 15s 1977 .19 , and canditioned fnr the rnnveyance of ilia almvr described properly, and OW MvannnLs of warranty herein cvntnined shall not npply to any lille. interest or encumbrance Prising by. llrrongh or under the pumhncer in saint rnnlmel, and shall natnpply to any taxes, nzscsemenU or other charges levied, nmicmcd nr hemming clue emhsccluenl to the date of snid contract. Real Estate Sales Tax was paid on this sale on DCc . 16, 1T7 , R�sc. N., 131147145 Doted. Oatober.. 26 - ,1D79 y� n STATE OF WASHINGTON COUNTY OF_X--.�G.._.I - On this tiny personally appeared before me George N, Haf'liler & JOnn D. Haffner .. ........... me known to he the Individuafadescribed in and who ezeeuled the within and foregoing instrument, and atknotrledgvd that _.t}?e]r,., signed the same as RLE ..... free and voluntary act and deed, for the was and purposes therein mentioned. GIVEN urdar my hand and ofciat seal this. 25tOP Iubilenydn,.r. thehq.-a y�f 1V/ash• Inglon. residing nt/, .#Jck ,'r-rL.._„ Form N.. W-rsl n.r, 1-110 STATE OF 1VASHING;TQt4 f COUNTY OF ............ i On ibis... -.. .. day of........... ...... before me. the undpgigned, o Notary Yilb11C in and for the State 1D.of l o-'! •—!� ington, duly commissioned and sworn, personally appeared..._ ....... r { to me known to bo the - and.-...._.._..__.......Secrelnry, rap at lively,..............„..„..._......_.-._..w.....» the tarppralian that ormuled the foregoinr instrument, truent, and ncknawlcd>:ed i the said instrument to be the free and Qunlary art and deed of amid rvrpor- ' atlan, for the Wei and purpaiea therein mentiancd, and on oath slated that ..............._._..,........authorised to execute the said Instrument and that the seal oDixccl is the mrposnle scot of said corporation. Witness my hand and official scul Irerelo affixed the day and year first E above written - Notary Public »in and for file Slate of 1Vashingfan, �� a''�a•e!G�I"�' ilrt'>���i '.tom■i �r'.,,.• .' . ^r ;•,1. 1:�' F . . 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"� • °:�: o Notice of Additional Water or Sewer Facility Tap or Connection Charge NOTICE IS HEREBY GIVEN that Federal Way Water and Sewer, of King County, Washington, intends to levy a tap or connection charge for providing Water and/or sanitary sewer service to the realty be- low described. Further information regarding the charge is avail- able at the District Office at 31627 First AVenUe South, Federal Way, Washington. The realty subject to the tap or connection charge is described as follows: °:hi�iC urn Q �- T;iis Notice supersedes in its entirety the "Notice of Tap or O Connection Charges Pursuant to RCN 65.06.170" filed with King County, Washington under Auditor's File No. 8106010916. to � This notice is/given pursuant to R.C.W. 65,00.170- DATED this (.� day of , 19�. By Federal Way ater an Sewer E'3•'L75•'=� Position: #6210 ] A ] CASHSL **+2:.OU STATE OF WASHINGTON 55 H9: County of King ] I certify that I know or have satisfactory evidence that _SYGpHCN WIL,�e.Ke - __ signed this instrument, on oath stated that He is authorized to execute the instrument and acknowledged it as the J)1F.WZpK of E11b1,4ZAXJ@J41 _ of FEDERAL WAY WATER AND SEWER to be the free and voluntary act of such party for the uses and pur- poses mentioned in the instrument. DATED: �pRE� 7�g84 NOTARY 's /1lnr�t� P eu- Title i t O Tom', �-26-y� ` My appointment expires y-LS-Q/ . D FEDERAL WAY WATER AND SEWER LEGAL DESCRIPTION EXHIBIT 'A' All of Sections 3, 4, 5, 7, 8, 91 101 15, 16, 17, 18, 19, 20, 21, 22, 27r 281 291 32, 33, and 34, Township 21 North, Range 4 East, W.M.; TOGETHER with all of Section 13, Township 21 North, Range 3 East, G W.M.; TOGETHER WITH Toanshi22 onOf Sections 17q East27W.M8; 29, 32' 33, rl TOGETHER WITH portions of Sections 2, 6, 11, 14, 23, 26, 30, 3I, Oand 35, Township 21 North, Range 4 East, W.M.; TOGETHER WITH portions of sections 2 and 3, Township 20 North, Range 4 East, W.N.; TOGETHER WITH portions of Sections 1, 10, 11, 12, 14, 15, 23, 24, and 25, Township 21 Borth, Range 3 East, W.N.; T More particularly described as follows: Beinninrth of Townshipg21 North, Rangec4ion of te East, WhM.`,oand theecenterlinen3, at the Of Grand View Boulevard, also known as 56th Avenue South; Thence southerly along the centerline of Grard View Boulevard to its intersection with Pennsylvania Avenue, also known as South 348th Place; Thence southerly along the centerline of Pennsylvania Avenue, also known as south 348th Place, 57th Avenue South and 56th Place South, to its intersection with Grand View Boulevard; Thence southerly along the centerline of Grand View Boulevard, also'known as 56th Avenue South and 51th Avenue South, to its intersection with the westerly extension of the north line of BlockLot 24, of ta ightS, as 20 of P lats, pagesl2a/i through recorded inclusive,records of KingmCounty, Washington; Thence easterly along said westerly extension and the north line o L said Lot 24 to the northeast corner of said Lot 24; hrough 34 Lnciusive�,toErsly aidlBlong ockh83eatoethe south line lines of oof Lot t34, Block 8.3, of Jovita Heights; 2 - Thence westerly along said south line of Lot 34 and the westerly extension of said south line to its intersection with the centerline of Grand View Boulevard, also known as 57th Avenue South; Thence southerly along the centerline of Crand view Boulevard to its intersection with the westerly extension of the north line of Lot 6, Block 146, of said Jovita Heights; Thence easterly along said westerly extension and said north line of Lot 6 to the northeast corner of said Lot 6; Thence southerly along the east line of Lots 6 through 20 to the southeast corner- of Lot 20 which is also the most northerly corner of Lot 40, Block 146. Jovita Heights; O said Lot 40 to Thence southwesterly along the northwest line of (12 the most westerly corner of said Lot 40, said corner is on the O northern margin of Ohio Drive, also known as South 364th Place; C�2 l�li Thence southerly and southwesterly along the northern margin of O Ohio Drive, also known as South 364th Place, and alto being the southeasterly lines of Lots 27 through 35 inclusive, in said C Heights, to the sou these t line of said Lot 36; GO Block 146, Jovita Thence southeasterly along the southeasterly extension of the southwest line of said Lot 36 to the centerline of Ohio Drive; Thence southerly- along the centerline of Ohio Drive to its intersection with the southeasterly extension of the northeastern line of Lot 39r said northeastern line being South 39°47117" East from the most northerly corner of Lot 39, Block 14G of said Jovita Heights; Thence northwesterly along -said southeasterly extension to the western margin of Ohio Drive, also being the southeastern line of said Lot 39; Thence southerly along the said margin of Ohio Drive and the southeastern line of said Lot 39 to its intersection with the westerly extension of the north line of Lot 10, Block 145, of said Jovita Heights; Thence easterly along said westerly extension and the north line of said Lot 10 to the most easterly corner of Lot 10; Thence southwesterly along the south line of said Lot 10 and its southwesterly extension to its intersection with the western margin of Oregon Drive, also known as 55th Place South; Thence southeasterly along said western margin also being portions of the eastern lines of Lots 15 and 1G, Block 144 of said Jovita Heights; to the•most easterly corner of said Lot 16; - 3 - Thence northeasterly across Ohio Drive, also known as 55th Place South, to the most northwesterly corner of Lot 1, Block 143, of said Jovita Heights; Thence northeasterly, southerly and southwesterly along the lines of said Lot 1, also being the southern and western margins of Oregon Drive, •+hich is also known as 56th Place South, to the most southerly corner of said Lot 1; Thence continuing southerly along the western margin of Oregon Drive, also being the east line of Lots 2 and 3, Block 143, in said Jovita Heights, to the southern line of said Lot 3; Thence westerly along the south line of said Lot 3 to its Ci intersection with the easterly line of Lot 4, Block 143, Jovita v4Heights; Thence southerly and southwesterly along the easterly line of Lots 4 through 13, inclusive, to the most northerly corner of N Lot 26, Block 143, Jovita Heights; Thence southeasterly along the northeasterly line of Lots 2 iY] through 35, inclusive, to the northeast corner of Lot 35, Block 143, Jovita Heights; Thence southwesterly to a point on the northwesterly line of Lot 36, Block 143, Jovita Heights, which is 250 feet northeasterly of the southwest corner of said Lot 36; Thence southeasterly to a point on the south line of said Lot•36 which is 250 feet easterly of the southwest corner thereof; Thence South 00113'51" West to the intersection with the north line of the south 1/2 of the Northwest 1/4 of Section 35, Township 21 North, Range 4 East, W.N.; Thence aasterly along said north line to its intersection with the northerly extension of a line which is 120 feet easterly of and parallel with the west line of Lot 8, Block 18, C. D. 3 Kilman's pacific City Addition to City of Seattle, Division No. 1, according to the plat thereeE unrecorded in Volume 13 of plats, page 64, records of icing County, Washington; Thence southerly along said northerly extension and said parallel lino to its intersection with the south line of said Lot a; Thence westerly along said south line to the northeast corner of Lot 5 of said Bloc:: 18; Thence southecly along the east line of said Lot 5, -a distance at 100 Eeatr , . l ;r ,. :i► 7'R 4 - Thence southwesterly to the intersection of the east line of Lot 4 of said 131-uck 18' with a line 150 feet northerly of and parallel with the south line of said Lot 4; Thence westerly along said parallel line to its intersection with the west line of said Lot 4; Thence southerly along said west line to the southeast corner of Lot 3 of said Elock 18; Thence westerly along the south line of said Lot 3 to its intersection with the northerly extension of the west line of Lot 11, B1ock.17, of said C. D. Hilman's pacific City Addition to City of Seattle, Division No. 1; Thence southerly along said northerly extension and the west line of said Lot 11 to its intersection with a line which is 150 O feet southerly of and parallel with the north line of said Lot 11; L'J Thence easterly along said parallel line to its intersection with 0 the west line of Lot to of said Block 17; m m Thence southerly along said West line to the northwest corner of Lot 5 of said Block 17; Thence easterly along the north line of said Lot 5 to the northeast corner thereof; Thence southerly along the east line of said Lot 5 to the northvent corner of Lot 6 of said Block 17; Thenca easterly along the north line of said Lot 6, a distance of 240 feet; Thence southerly to a point on'the south line of said Lot 6 which is 275 feet easterly of the southwest corner thereof; Thencs southerly at right angles to the south line of said Lot 6, a distances of J0 feet to the north line of the South 1/2 of the southwest 1/4 of said Section 35; Thence westerly along said north line to a point which is 350 feet easterly of the west line of the East 1/2 of the said Southwest.1/4; Thence southerly to a point on the north line of the South 1/2 of South 1/2 of the said Southwest 1/4 which is 450 feet easterly (as measured along said north line) of the said west line of the East 1/2 of the Southwest 1/4; Thence southerly to a point on the south line of said Section 35 which is 600 foot 'er.sterly of the southwest corner of the said East 172 of thb Southwest 1/4; - 5 - Thence westerly along said south line of said Section 35 which is also the north line of Section 2, Township 20 North, Range 4 East, W.M._, to the intersection with the north margin of Puget Sound Electric Railway right-of-way (Puget Sound Power and Light Company right-of-way); Thence ;v +t`•»a•Sterlyr westerly and northwesterly along the north margin of the Puget sound 8lectric Railway right-of-way (Puget Sound Power and Light Company right-of-way) to the intersection with the north line of Section 3, Township 20 North, Range 4 East, N.H., which is also the south line of Section 34, Township 21 North, Range 4 cast, W-M-; O Thence westerly along the south line of said Section 34 and 1-4 continuing westerly along the south line of Section 33 and N Section 32 to the southwest corner of Section 32, Township 21 O N North, Range 4 East, W.M.; ri it) Thence northerly along the west line of said Section 32 to the O intersection with the southwestern boundary line of King County; m Thence northwesterly along said southwestern boundary of King County through Section 31 and Section 30, Township 21 North, Range 4 East, W.M., to its intersection with the west line of said Section 30, said west line also being the east line of Section 25, 'Township 21 North, Range 3 East, W.M.; Thence continuity$ northwesterly along the southwestern boundary of King County through Sections 25, 24, 23.and 14, Township 21 North, Range 3 East, W.M., to its intersection with the west line of said Section 14; also being the east line of Section 15, Township 21 North, Rango 3 East, W:M.; Thence continuing northwesterly along the southwestern boundary of King County to its intersection with the west line of Government Lot 2 in said Section 15; Thence northerly along said wsst line of Government Lot 2 in said Section 15 to the northwest corner of said Government Lot 2; Thence easterly, along the north line of said Government Lot 2 of Section 15 to its intersection with the east line of said Section 15, said east line also being the west line of Section 14, Township 21 Northr Range 3 East, W.M.; Thence continuing easterly along the north line of the Southwest 1/4 o! the Northwest 1/4 of said Section 14 to the northeast corner of said Southwest 1/4 of the Northwest 1/4 of Section 14, said point also being the southwest corner of the Northeast 1/4 of the iLLLiiw45t 1/4 of said Section 14; - 6 - Thence northerly along the west line of said Northeast 1/4 of the North;,-m-st 1/4 of Section 14 to the northwest corner of said Northeast 1/4 of the Northwest 1/4 of Section 14, said point also being the southeast corner of the Southwest 1/4 of the Southwest 1/4 of Section 11, Township 21 North, Range 3 East, W.It. ; Thence westerly along the south line of said Section 11 to the southwest corner of said Section 11, said point also being the southeast corner of Section 10, Township 21 North, Range 3 East, w.M.; Thence continuing westerly along the south line of said Section 10, a distance of 554.34 feet; O w4 Thence northerly parallel to the east line of said Section 10 to the southerly margin of Ingram Drive, also known as Southwest 316th Place, as it existed September*l, 1981, 30'feet in width; NThence northeasterly along said southern margin of Ingram Drive O to a point of intersection with the east line of said Section to 10, also being the west line of Section 11, Township 21 North, ai Range 3 East, W.M.; Thence southerly along the west line of said section 11 to the northwest corner of the Southwest 1/4 of the Southwest 1/4 of said Section 11, said point also being the southwest corner of the Northwest 1/4 of the Southwest 1/4 of said Section 11; Thence easterly along the south line of said Northwest 1/4 of the Southwest 1/4 of Section 11 to the west line a`_ the East 1/2 of said Northwest 1/4 0£ the Southwest 1/4 of said Section 11; Thence northerly along said west line of the East 1/2 of the Northwest 1/4 of the Southwest 1/4 of said Section 11 to its intersection with the centerline of Puget Sound Marine View Drive, also known as Southwest Dash Point Road; Thence easterly and southeasterly along the centerline of Puget Sound Marine View Drive (Southwest Dash Point Road) to its intersection with a line which lies 60 feet east of and parallel to the west .line of the Northeast 1/4 of the Southwast 1/4 of said Section 11; Thence north.i:•ly _long said line 60 feet east o2 and parallel to the west line of the said Northeast 1/4 of the Southwest 1/4 to the East-West centerline of said Section 11; Thence easterly along tho.east-west centerline of Section 11 to a point 596.65 feet.west of the southeast corner of the Northwest 1/4 of said Section 11I Thence northerly along the west line of the east 596.65 feet of said Northwest 1/4 of said Section 11 to its intersection with the south line of Dumas Heights, according to the plat thereof recorded in Volume 63 of Plats, page 17, Records of King County, Washington; Thence easterly along said south line of Dumas Heights to its intersection with the east line of said Northwest )./4 of said Section 11; Thence south along said east line of the Northwest 1/4 of said Section 11 to the southeast corner of said Northwest 1/4 of Section 11, said point also being the southwest corner of the Northeast 1/4 of said Section 11; Thence easterly along the south line of the Northeast 1/4 of said Section 11 to its intersection with the west line of Government Lot 1 of said Section 11; O Thence northerly along said west line to its intersection with r4 the south line of Lot 16, Schade Palisade Beach Estate, Caccording to the plat thereof; as recorded in the Volume 60 of :. N Plats, pages 51 nd 52, Records of King County, Washington; NThence westQr).y along said south line of said Lot 16 and the p south lines oC Lots 15, 14, and 13, to the most westerly line of O said Plat of Schade Palisade Beach Estate; O) Thence northerly along said west Line of said Plat of Schade Palisade Beach Estate to the line of high tide of Puget Sound; Thence northeasterly along said high tide Line to' its intersection with the north line of Section. 12, Township 21 North, Range 3 East, W.M.; Thence easterly along the north line of said Section 12, also being the south line of Section 1, Township 21 North, Range 3 East, W.H., to the North —South centerline of said Section 1; Thence northerly along the North —South centerline of Section 1, Township 21 North, Range 3 Fast, H.M.. to the Government Meander Line, also the northwest corner of Government Lot 2 in said Section 1; Thence easterly along the Government Meander Line, also being the north line'of Government Lot 2 and Government Lot 1 in said Section 1, to the Meander Corner on the east line of said Section 1, also being the west line of Section 5, Township 21 North, Range 4 East, W.M.; Thence northerly along the west line of said Section 6 to the line of Extrema Low Tide of Pilget Sound; r �. - e - Thence saaLerly and northeasterly along said line of extreme low tide of Puget Sound to its intersection with the east line of said Section 6; Thence southerly along said east line of said section 6 to its intersection with the Government Meander Line, said point also being the intersection of the Government Meander Line and the west lino of Guvernment Lot 4 in Section 5, Township 21 North, Range 4 East, W.M.; Thence northeasterly along said Government Meander Line to its intersection with the north line of Government Lot 4 in said Section 5, also being the south line of Government Lot 5 of Section 32, Township 22 North, Range 4 East, W.M.; Thence northeasterly and northerly along said Government Meander Line to :.ts intersection with the north line of Section 32, �.{ Township 22 North, Range 4 East, W.M., said line also being the (IZ south line of Section 29, Township 22 North, Range 4 East, W.H.; 0 Cq Thence continuing northerly along said Government Meander Line rq to is intersection with the East-Wcst centerline of said Section LO Q 29, Thence wcsterly to the westerly line o£ the Second Class Tidelands of Puget Sound; Thence aort;ierly along said westerly line of the Second Class Tidelands of Puget Sound to its intersection with the westerly extension .of a line 480 feet north of and parallel with the south line of Government Lot 2 in said Section 29; Thence easterly along said westerly extension of said line which is 4eo feet north of and parallel with the south line of Government Lot 2 in Section 29 to its intersection with the shoreline of Puget Sound; Thence generally northerly along said shoreline fronting Government Lcts 2 and 1, Section 29, Township 22 North, Range 4 East, W.M., Government Lots 1 through 4, Section 20, Township 22 North, Range 4 East, W.M., and Government Lots 4, 3 and 2, Section 17, Township 22 North, Range 4 Easz, W.M., to its intersection +ith the south line of the north 439 feet of said Government Lot 2, Section 17; Thence easterly along said south line to its intersection with the centerline of Harine View Drive; Thence southerly along said centerline to the centerline of South 230th Street; I O 0 CAI r4 to a Cn m 9 Thence easterly along said centerline to its intersection with . the west line of the west 200 feet of Tract 50, Des Moines 2—Acre Tracts,_accorSing Lo the plat thereof recorded In Volume 10, oage 67, records of King County, Washington, extended northerly; Thence southerly along said northerly extension and said west line to the south line thereof; Thence easterly along said south line to the east line thereof; Thence northerly along said east line and said east line extended northerly to its intersection with the centerline of South 270th Street; Thence easr,:!rly along said centerline to its intersection with the centerline of 10th Avenue South (Bay View Avenue); Thence southerly along said centerline to the south line of said Des Moines 2—Acre Tracts; Thence westerly along said south line to its intersection with the eas': line of the north 497.75 fret of the NW 1/4 of the SW 1/4 of the SC 1/4 of Section 17, Township 22 North, Range 4 East, W.M.; Thence southerly along said east line to the south line thereof; Thence westerly along said south line to its intersection with the centerline of Marine View Drive south; Thence southerly and southeasterly along said centerline to its intersection with the westerly extension of the northerly margin of South 240th street; Thence easterly along said westerly extension and said northerly margin to its intersection with the west line of the east 400 feet of the SE 1/4 of the SE 1/4 of Section 17; Thence southerly along said west line to the south line thereof; Thence easterly along said south line to its intersection with the northerly extensions of the north —south centerline of Bloch; 2, Des Moines Waterfront Addition, according to the plat thereof recorded in Volume 4, page 9G, Records of King County, Washington; - Thence southerly along said northerly extension and said centerline to its intersection with the north line of Collage Place, according to the plat thereof recorded in volume 70, page 62, Records of Ring County, Washington; Thence easterly along nald north line to the east line thereof; ; i N - 10 - Thence southerly along said east line and said line extended southerly to the centerline of South 242nd Street; Thence westerly along said centerline to its inter3ection with the northerly extension of the east line of Block 40 of said Plat of Des Moines Waterfront Addition; Thence southerly along said northerly extension, said east line and said line extended southerly to its intersection with the centerline of South 24.4th Street; Thence westerly along said centerline to its intersection with the centerline of llth Avenue South (Packwood Street) as platted in First Railroad Addition to Des Moines according to the plat thereof recorded in Volume 4, page 90, Records of King County, Washington; Thence southerly along said centerline to its intersection with the centerline of South 249th Street as platted in said plat; Thence westerly along said centerline to its inter3ection with the centerline of 10th Avenue South; Thence southerly along said centerline to its intersection with the north line of the SW 1/4 of the SE 1/4 of Section 20, Township 22 North, Range 4 East, W.M.; Thence easterly along said north line to the east line thereof; Thence southerly along said east lice and the east line of W 1/2 of the RE 1/4 of Section 29, Township 22 North, Range 4 East, W.M., to its intersection with' the centerline of South 264th S treat; Thence easterly along said centerline to its intersection with the northwesterly extension of the west line of Lot 1 of the Plat of Woodmont Park, Division_ No. 1, as recorded in Volume 25 of Plats, page 48, records of King County, Washington; Thence southeastarly along said northwesterly extension to the northwest corner of Lot 1; Thence southwesterly and southerly along the west line of Lots 1, 2, 3, 4, 5, and 6 of said Woodmont Park, Division No. 1, and the southerly extension of the west line of said Lot 6 to its intersection with the centerline of South 25Btti Street; Thence easterly along said centerline to its intersection with the northerly extension of the north -south centerline of Block 39, Woodmont Beach, according to the plat recorded in Volume 22, page 30, Records of King County, Washington; Thence southerly along said northerly extension said north -south centerline, said centerline extended southerly, north -south eanterline of tkock 47 of said plat to its intersection with the north lin's of Lot 15 or said Blor;k 47; " M f 11 Thence easterly along said north line along said line extended easterly to the centerline of 16th Avenue South; Thence southerly along said centerline to its intersection with the centerline of South 272nd Street; Thence easterly along said centerline to its intersection with the centerline of Pacific Highway South; Thence southwesterly along said centerline to its intersection with the north Line of the S 1/2 of the NW 1/4 of the NW /4 of Section 31, T,Wnship 22 North, Range 4 East, H.M.; Thence easterly along said north line and the north line of the S 1/2 of the Ff 1/2 of the IV 1/2 of the NE 1/4 of the NW 1/4 of f said Section 33 to the east line th-�re^f; Thence southerly along said east line to the north line of the f NE 1/4 of the NW 1/4 of the SE 1/4 of the NIJ 1/4 of said Section ; 33; Thence easterly along said north line to the northeast corner thereof_; Thence S 26'28120' E, 292.22' to the most westerly corner of Lot 10, Unrecorded 'Plat of Redondo Heights (most northwesterly corner of Scarborough Division No. 2 according to plat recorded in Volume 132, pages 47 and 48, Records .of King County, Washington); Thence North 52'1020' East along the northwest line of said Lot 10 (northwesterly line of Scarborough Division No. 2) and its northeasterly extension 1,139.80 feet to its intersection with the centerline of South Star Lake Road, also known as King County Road No. 1969; Thence northwesterly along the centerline of South Star Lake Road to Its intersection with a line extended southwesterly at right angles to the northeastern margin of South Star Lake Road from the most wasterly corner of Lot 2 in said Unrecorded Plat; rr Thence North-53.29'55' East, as measured at right angles to the i northeasterly margin of Star Lake Road, a distance of 30.00 feet to said ncrtheasterly margin and said most westerly corner of i Lot 2; Thence North 48.57'14" East, a distance of 743.27 feet along the no cthwest line of said Lot 2f - 12 - Thence Norty 87.36130" West, a distance of 286.49 feet; Thence North 48"57'14" East, a distance of 442.29 feet to the south margin of South 272nd Street; Thence South 87°36'30" East along said south margin a distance of 327.60 feet to the west margin of Interstate Highway No. 5; Thence northerly along said west margin 50 feet more or less to its intersection with the north line of said Section 33 which is also the south line of Section 28, Township 22 North, Range 4 East, W.M.; . Thence South 87"'6'30" East along said south line a distance of 375 feet more or less to the northerly extension of -the eastern margin of Interstate Highway No. 5; Thence southerly along the northerly extension of said eastern margin a distance of 50 feet more or less to the southerly line of said eastern margin; O Thence easterly, northerly, westerly and northerly along the east margin of said Primary State Highway No. 1 also known as Interstate Highway No. 5, to the north line of the South 1/2 of the Southeast 1/4 of said Section 28; N (� Thence easterly along said north line to the east line of said Section 28 which is also the west line of Section 27, Township m 22 North, Range 4 East, W.M.; Thence continuing easterly along the north line of the South 1/2 of tha Southwest-1/4 of said Section 27 to the north -south centerline of said Section 27; Thence southerly along said North -South centerline to the south line of said Section 27 and the 1/4 corner common to said Section 27 and Section 34, Township 22 North, Range 4 East, W.M.; Thence easterly along the north line of seid Section 34 to its intersection with the north margin of South 272nd Street; Thence easterly along said north margin to the east line of the Northwest 1/4 of the Northeast 1/4 of said Section 34; Thence southerly along said east line to the south line of said Northwest 1/4 of the Northeast 1/4; Thence westerly along said south line to the North -South centerline of said Section 34; 13 Thence southerly along said :forth -South centerline to the north line of the Southwest 1/4 of the Northwest 1/4 of the Southeast 1/4 of said Section 34; Thence easterly along said north line to the west line of the East 1/2 of the Northwest 1/4 of the Southeast 1/4 of said Section 34, Thence northerly along said west line to the East-West centerline of said Section 34; Thence easterly along said East-West centerline to east line of said section 34 which is also the west line of Section 35, Township 22 North, Range 4 East, W.M.; Thence southerly along the rest line of said Section 35 to the south line of the North 1/2 of the North 1/2 of the West 1/2 of the Southwest 1/4 of the Southwest 1/4 of said Section 35; easterly along said south line to the west line of the dThence Northeast 1/4 of the Southwest 1/4 of the southwest 1/4 of said C4 Section 35; 0 CZ Thence southerly along said west line to the north line of the N South 1/2 of the Southwest 1/4 of the Southwest 1/4 of said section 35; 07 m Thence easterly along said north line to the east line of the west 15o feet of the Southeast 1/4 of the Southwest 1/4 of said Section 35; Thence southerly along said east line to the north line of the south 300 feet of the Southwest 1/4 of the Southwest 1/4 of said Section 35; Thence easterly and parallel with the south line of said Section 35 to the east line of Southwest 1/4 of the Southwest 1/4 of said Section 35; Thence continuing easterly on a line extended a distance of 170 feet to a point lying 300 feet north of the south line of said Section 35; Thence southerly and parallel with the west line of said Section 35 to the north line of Section 2', Township 21 North, Range 4 East, P.M.; Thence continuing southerly parallel with centerlind of 56th Avenue South'a distance of 300 feet; Thence easterly and.parallel with north line of said Section 2, -a distance of 90 feet; IImo• .' I� I - 14 - Thence southerly and parallel witn centerline of 56th Avenue South, a distance of 150.96 feet; Thence easterly and parallel with north linn of said Section 2 to the wzs-- line of the Northeast 1/4 of said Section 2; Thence northerly along said west line to a point lying 351.12 feet south of north line of said Section 2; Thence east along a line 351.12 feet south of and parallel to the north line of said Section 2 to a point 1,10B.8 feet west of the east line of said Section 2; Thence south along a line 1,106.B feet west of and parallel to the east line of said Section 2 to the intersection of a line 1,236 feet north of and parallel to the south line of the Northeast 1/4 of said Section 2; Thence easterly parallel to the south line of said Northeast 1/4 to a point 77B feet west of the east line of Northeast 1/4 of said Section 2; O Thence southerly parallel to the east line of said Northeast 1/4 r4 to the intersection with the northern margin of Meredith Road O(65th Avenue South); Thence easterly along the north margin of Meredith Road (65th �j Avenue South) and the easterly extension of said north margin to the east line of the Northeast 1/4 of said Section 2; ci m Thence southerly along said east line to a point lying lo036.20 feet north of the southeast corner of the Northeast 1/4 of said Section 2; Thence westerly parallel to the south line of said Northeast 1/4 a distance of 1,141.80 feet; Thencr southerly along a line parallel to the east line of said Northeast 1/4 to its intersection with the north line of the south 635.56 feet of the Southeast 1/4 of the Northeast 1/4 of said Section 2; Thence easterly along said north line to its intersection with the east line of said Section 2; Thence southerly along said east line to the northeast corner of the Southeast 1/4 of said Section 2; Thence continuing southerly along the east line of said Southeast 1/4' to its intersection with the north line of the South 1/2 of the Southea3t•1/4 of the Northeast 1/4 of the Southeast 1/4 of said Section 21 - is - Thence westerly along said north line to its intersection with the east line of the West 130 feet of the said South 1/2 of the Southeast 1/4 of the Northeast 1/4 of the Southeast 1/4; Thence ;cutherly along said east line to its intersection with the north tine of the Southeast 1/4 of the Southeast 1/4 of said Section 2; Thence westerly along said north line to its intersection with the east line of the Northwest 1/4 of the Southeast 1/4 of the Southeast 1/4 of said section 2; Thence southerly. along said east line to its intersection with the south line of the said Northwest 1/4 of the Southeast 1/4 of the Southeast 1/4; Thence westerly along said south line to its intersection with the east line of the west 1/2 of the Southeast 1/4 of said Section 2; Thence southe-ly along said east line to its intersection with the south line of said Section 2, which is also the north line of Section 11, Township 21 North, Range 4 East, N.M.; Thence continuing southerly along the east line of the Northwest 1/4 of the Northeast 1/4 of said Section 11 to the south line O therecE; C.2 "♦ Thence westerly along the south line of the Northwest 1/4 of the L7 Northeast 1/4 of said Section 11 to .the North -South centerline of Tsai3 Section 11; CO Thence continuing westerly along the north line of the southeast 1/4 of the Northwest 1/4 of 'said Section 11 to the west line thereof; Thence southerly along the west line of said Southeast 1/4 of the Northwest 1/4 to the East-West centerline of said Section 11; Thence easterly U ong said East-West centerline to the east line of the Northwest 1/4 of the Southeast 1/4 of said Section 11; Thence southerly along the east line of said Northwest 1/4 of the southeast"1/4 to the south line thereof. Thence continuing southerly along the east line of the Southwest 1/4 of Southeast 1/4 of said Section 11 to the south line of said Section 11, also tieing the north line of Section 14, Township 21 North, Range 4 East, W.M.; 16 Thence continuing southerly along the east line of Northwest 1/4 of Northeast 1/4 of said Section 14 to the southeast corner thereof; Thence westerly along the north line of the Southwest 1/4 of the Northeast 1/4 of said Section 14, a distance of 39.1 feet to the northwest corner of Lot 1, Plat of Hi -Crest as recorded in Volume 59 of Plats, page 32, records of King County, Washington; Thence scu thwesterly along the westerly line of said Plat and Plat of Hi -Crest No. 2 as rec.3rded in Volume 64 of Plats, page 58, records of King County, Washington, to the southwest corner of Lot 9 of said Hi -Crest No. 2; Thence easterly along the southerly line of said r-ot 9 and the easterly projection thereof 210.0 feet; Thence South 12*55115" West to the centerline cf Mt. View Drive; O Thence southerly and westerly aloi,g the centerline of Mt. View q4 Drive to the west line of Southeast 1/4 of Section 14, Township 21 North, Range 4 East, W.Y.., also being the east line of the B Southwest 1/4 said Section 14; U) N Thence southerly along said west line 264.69 feet; i 0) Thence westerly along the easterly extension of the south line of i Q) Tract 7: and the southerly lines of Tracts 73 and 74 of West Auburn 1'ive Acre Tracts as recorded in 15 of Plats, page -Volume 12, records:of King County, Washington, to the east line of the I West 1/2 of the Southeast 1/4 of the Southwest 1/4 of said Section 14; A. Thence southerly along the east line of said West 1/2 of the Southeast 1/4 of the Southwest 1/4 to the south line of said Section 14, also being the north line of Section 23, Township 21 Nouth, Binge 4 East, W.M.; :-a Thence westerly along the north line of said Section 23 to its intersection with the centerline of Grand View Boulevard, also �i known as 56th Avenue South, to the POINT OF BEGINNING. I ' c T > FwJ wAy FY a and SEwn Dis7m T SEWER 13tYISION P. (). box 4249 Federal WmV, WA 98063 ' )` / ,.s.c.z '+i. ��s+ ;-�'• Y " ��;t: �,,,§•r- :?'af• �•..,Lpi i'd. • _ Via.:':=�:,"fi+ ���r�y'.�a n� � ,�'�.7::2"�".;"':;•-y: � ... �tr• 4 yt�,S ~ } .: S`. - -: �:••,..� � � kxra...-..� ✓,��1w.w � i;td':i�:': 5,-.- .+�C; y. �5::..�m+ rt..-�S�s"•:�.w'"4 ` .i� I� xa 09 F, e.1 .0F. •O1 1 E rin CICI rr , CT` JC CD �-D 'yc NOTICE OF ADDITIONAL TAP OR CONNECTION CHARGES PURSUANT TO R.C.W. 65.08. 170 r STATE OF WASHINCTON j o Kin s s . County f g -`S The undersigned, being first duly sworn on oath, deposes 7,'. and says; acner of That he is the duly appointed WashindtontlandMisaauthoriizeder District No. 124, Kin County, g to file this notice. That the lands described on the attached Exhibit "A" are subject to additional tap or connection charges before -�. a ab 1 e b " r connection for w:Ver can be made. The preceise sum p y Y any parcel fhere'i�'will be furnished by Water District No. 124, F:a^ral Way, Washington, upon request 'a . 31628 - 1st Aven 'e- South, Y. g `•L" am iarti anager Water District No. 124 TZ King County, Washington . . Subscribed and sworn to before me19 �� /4"� day of Ty .�"1r ❑ tate '�.=.• •otary u c in or of Washington, residing at1 �r RE t;L;RDF-;� BY T!ii sUN Gr V - .. .. RECORDS' EL£CT OMS fifG Gl�Ki7 .4• =�? hFt•?ifi.:..ie•,t+:;. irrn�rn�res�RkfEAt _ •!7 ,�t.�6•k�-.r�:,ielc dF?,r�� • +�..;. --..�. u y7,1 ;� ' J1iru '��. .- ^' -7.. :,n•M:+.,Kf •. s!„'.," LEGAL DESCRIPTION 0 Boundary King County Water District No. 1?1 April 1981 Beginning at the Northeast corner of the S�: 1/4 of Section.6, Township 21 North, Range 4 East, W.A.; .C) Thence Westerly along the North line thei•1 f to its inter- section with the West line of the East 1/2 of t;.,. East 1/2 of the J NW 1/4 of the said SE 1/4; jThence Southerly along said West line to ii.s intersection aD with the North line of the SW 1/4 of the said SE 1/4; Thence Westerly along said North line to its intersection with the East line of the West 1/2 of the West 1/2 of the said SW 1/4 of the SE 1/4; Thence Southerly along said East line to its intersection with the North line, of Maltby Terrace, accordi i to plat thereof recorded in volume 91 of plats, page 52, recors:•• of King County, Washingtont Thence South 81'01'25° West along said Nor,,h line 259.23 feat; Thence North 88'50'37" West 30 feet to an intersection with the centerline of Bth Avenue Southwest) Thence Southerly along said centerline to its intersection with the centerline of Robert Maltby Road; Thence Westerly along maid centerline of r}h�, rt Maltby Road to its intersection with the Southerly extension of the East line of Lots 6 through 11, Block 6, of Marine View Estates, according to plat thereof recorded in volume 44 or plats, pages 57 and 60, records of King County, Washingtoni Thence Northerly'along said East line and its Southerly extension to its intersection with the Southerly margin of Southwest 300th street; Thence Westerly along said Southerly margin to its inter- section with the Westerly margin of 10th Avenue southwAstt Thence Northerly along said Westerly margin to itc inter- section with the centerline of said Southwest 300th Street; Thence Westerly along said centerline to ite intersection with the Southerly extension of the East line of the West 145 feet of Lots 8 through 13, Block 2, of De Marwcod Addition to King County, according to plat thereof recorded in volume 52 of the plats, pages 4 and 5, records of King County, Washington; Thence Northerly along said East line and its Southerly extension to•its intersection with the North line of said Lot 8; Thence Westerlv. along said North line and its Westerly extension to its intersection with the centerliAe of 12th Avenue Southwest; .Th.ence Northerly alon9•said centerline to its intersection with the centerline of Marine•View Driver ME 1. .Y-. iy 4]at: Y.lsv •��"=L'71!'.i.��i_; �Y'- `+�y;. c . — � .. Thence Northeasterly along said centerline of Marine View Drive to its intersection with the South line of the North 340 feet of the NE 1/4 of the SW 1/4 W iald Section 6; Thence Westerly along said South line and the South line of the North 340 feet of Government Lot 5, said section 6 to its intersection with the West line thereof, which is also the East line of Section 1, Township 21 North, Range 3 East, W.M.; Thence Southerly along said East line to its intersection with the North line of the South 1/2 of the SE 1/4 ,f said Section 1; T %D The•nce Westerly aloha said North line to its intersection 'D with the East line of Government Lot 2, said Section 1; Thence Northerly along said East line to its intersection Oj with the North line of said Government Lot 2; Thence Westerly along said North line to its intersection with the West line of the East 275 feet of said Government Lot 2; Thence Southerly along said West line to its intersection with the North line of the South 530 feet of said Government Lot 2; Thence Westerly along said North line to its intersection with the East line of the West 677.12 feet of said Government Lot 2; Thence Northerly along said East line to its intersection with the Morth line of said Government Lot 21 Thence Westerly along said North line to its intersection with the Went line of the Southeast 1/4 of said Section 1; Thence Southerly along said West line to its intersection with the North line of Section 12, Township 21 North, Range 3 East, W.M.1 Thence Westerly along said North line and the North line of Lot 2, Block 7, of Lakota, according to plat thereof recordeJ in volume 21 of plats, page 33, records of King County, Washington, to its intersection with the Easterly margin of Virginia Avenue; Thence Southerly along said Easterly margin to its inter- section with the Easterly Extension of the North line of Lot 8, Block 6, said Lakota; Thence Wrmterly along said North line and its Easterly extension to its intersection with the Weat line of said Block 6; Thence Southerly along said West line to its intersection with the North line of the South 1/2 of the NW 1/4 of aaid Section 12; Thence Westerly along said North line to its intersection with the West line of said Section 121 Thence Southerly along said West line and the West line of Sections 13 and 24, all in Township 21 North, range 3 East, W.M., to its intersection with a line which is 1,25 feet South of and parallel with the North line of said Section 241 ,- ; .. Y'hence Easterly along said parallel line to i;.a'intersection with a line which is 150 feet East of and parallel ;vith the East line of the West 1/2 of the West 1/2 ofisaid.Section 24; -2- -f.; - _•+� .,.�ti7`I•` +�;�• r eon}' i. •r:.. : +•: "',r;hi5•i :,.rti ;„,. Thence Southerly along said parallel line to its inter- section with the Southwestern boundary line of King County; Thence Southeasterly along said boundary line to its inter- section with the East line of Section 25, Township 21 North, Range 3 East, W.M., which is also the West line of Section 30, Township 21 North, Range 4 East, W.M.: Thence continuing Southeasterly along said boundary line through Sections 30 and 31, to its intersection with the West line of Section 32; Thence Southerly along said West line to its intersection J with the South line of said Section 32; r1 Thence Easterly along said South line, and the South line J of Sections 33, 34 and 35 to a point which is 600 feet Easterly LID section the Southwest corner of the SE 1/4 of the SW 1/4 of said Section 35 all•in Township 21 North, Range 4 East, W.M.; - Thence Northerly to a point on the South line of the North 1/2 of the said SE 1/4 of the SW 1/4 which is 450 feet Easterly of the Southwest corner thereof; Thence Northerly to a point on the South line of the North 1/2 of the said SW 1/4 which is 350 feet Easterly of the West line of the East 1/2 of the said SW 1/4; Thence Easterly along said South line to a point which is 30 feet Southerly of, and at right angles to, a point on the South line of Lot 6, Block 17, of C.D. Hillman's Pacific City Addition to City of Seattle, Division No. 1, according to plat thereof recorded in volume 13 of plats, page 64, records of King County, Washington, which is 275 feet Easterly of the Southwest corner thereof; Thence Northerly to a point on the North line of said Lot 6 which is 240 feet Easterly of the Northwamt corner thereof; Thence Westerly 240 feet along said North line to its intersection with the East line of Lot 5, Reid Block 171 Thence Northerly along said East line to the Southeast corner of Lot 10, said Block 171 Thence Westerly along the South line of said Lot 10 to the Southeast corner of Lot 11, said Block 171 Thence Northerly along the East line of said Lot 11 to its intersection with a line which is 150 feet Southerly of and parallel with the North line of said Lot 11; Thence Vcsterly along said parallel line to is intersection with the West line of said Lot 11; Thence Northerly along said West line and its Northerly extension to its intersection with the South line of Lot 3, Block 18, of said C.D. Hillman's Pacific City Addition to City of Seattle,•Division No. 1; Thence Easterly along said South line to the Southwest corner of Lot 4, said Block 181 Thence Northerly along the West line of said Lot 4 to its intersection with a line which is 150 feet Northerly of and parallel with the South line of said Lot 41 Thence Easterly along said parallel line to it s•i*htersection with the West line of Lot 51 said Block 181 ff -3- I i ram'` Thence Northeasterly to a point on Lhe East line of s-.:d Lot 5 which is 100 feet Southerly of the Northeast corner thereof; t— Thence Northerly along said East line 100 feet to the Southwest corner of Lot 8, said Block,18; Thence Easterly along the South line of said Lot 8 to its intersection with a line which is 120 feet Easterly of and parallel with the West line of said Lot 8; Thence Northerly along said parallel line to its intersection with the South line of the North 1/2 of the NW 1/4 of said Cr Section 35, which is also the North li,:? of the Town of Pacific L7 and the South line, of Jovita Heights, according to plat thereof O recorded in volume 30 of plats, pages 12A, 12B, 12C, 12D, 12E, jand 12F, records of King County, Washington; w Thence North 89'46'09' West along said South line to a point which is South 0'13'51' West from a point on the South line of Lot 36, Block 143, said Jovita Heights, which is 250 Beet Easterly of the Southwest corner thereof; Thence North 0'13'51' East to the said Louth line of Lot 36; Thence Northwesterly to a point on the N�,rthwesterly line of sai4 Lot 36 which is 250 feet Northeasterly of the Southwest corner thereof; Thence Northeasterly to the Northeast cornf:r of Lot 35, avid Block 1431 Thence Northwesterly along the Northeasterly line of Lots 35 through 261 said Block 143 to the most Northerly corner of said Lot 261 Thence Northerly along the Easterly line of Lotc 13 through 4 said Block 143, to its intersection with the South line of Lot 3, said Block 1431 Thence Easterly along said South line and its Easterly extension to its intersection with the centerline of Oregon Drive; Thence Northerly along said centerline to its intersection with the Southwesterly extension of the South line of Lot 10, Block 145, said Jovita Heights) Thence Northeasterly along said South line and its South- wosterly extension to -the most Easterly corner of said.Lot 10; Thence Westerly along the North line of said Lot 10 and its Westerly extension to its intersection with the centorline of Ohio Drivel Thence Northerly along said centerline to its intersection with the Southeasterly extension of the Northerly line of Lot 39, Block 146, 'said Jovita Heights; Thence Northwesterly along said Northerly line and its Southeasterly extension to the most Northerly corner of said Lot 39; Thence Southwesterly 35 feet more or less.to an angle point on the,centerline of Oregon Drive; Thence North 60'02121' West along said centerline 75.97 feet; -4- I •'•� .M1. a:i�.; J,tiN�iitl�r.tir' Stiyy/.fiY"Y.NE�InIT.f:i= .. _..:1�1ryi��'�4I.rc:•aF �Wiv.:... Thence continuing along said centerline South 89*50'09" West 141.70 feet to its intersection with the centerline of Grandview Br.)ulevard; Thence Northerly and Northeasterly along the centerline of said Grandview Boulevard to its intersection with the North-- westerly extension of the Southwesterly line of Lot 36 said Block 1461 Thence Southeasterly along said Northwesterly extension and the Southwesterly line of said Lot 36 and its Southeasterly extension to its intersection with the centerline of Ohio Drive; �n Thence North 71'43'29' East along said centerline to an CDangle point therein; O Thence continuing along said centerline South 72'52'21" j East 123.27 feet; w Thence continuing along said centerline North 43'45'39" East 98.66 feet; Thence continuing along said centerline North 1*03*11" West 100.98 feet; Thence Northwesterly 45 feet more er less to the most westerly corner of Lot 40, said Block 1461 Thence Northeasterly along the Northwesterly line of said Lot 40 to the most Northerly corner thereof which is also the Southeast corner of ►•ot 20, said Block 146; Thence Noi':herly along the East line of Lots 20 through 6, said Block 146, to the Northeast corner of said Lot 6; Thence westerly along the North line of said Lot 6 and its Westerly extension to its intersection with the centerline of Grandview Boulevard; Thence Northerly along said centerline to its intersection with the Westerly extension of the South line of Lot 34, Block 83, said Jovita Heights; Thence Easterly along said Westerly extension and the South 1: of Lot i4 and its Easterly extension to its inter- section with the centerline of Rainier Avenues Thence Northerly along said centerline to its intersection with the Easterly extension of the North line of Lot 24, said Block 83.1 Thence 1esterly along said Eastarly extension and the North line of Lot 24 and its westerly extension to its intersection with the centerline of Grandview Boulevard; Thence Northerly along said centerline to its intersection with the centerline of Pennsylvanis Avenue; Thence Northerly along the centerline of Pennsylvania Avenue to its intersection with the centerline of Grandview Boulevard) Thence Northerly along the centerline of Crandview Boulevard to its intersection with the North line of said JoVita Heights, £r' which is also the North line of Section423, Towne!hip 21 North, Range 4 East, W.M.; F Thence Westerly along the North line of said Section 23 to the Northwest corner thereof, which is also the Southeast corner: of Section 15, Township 21 Went, Ran;e 4 East, W.M. Thence Westerly along the South line of said Section 15 to its intersection with the centerline of Military road; Thence Northwesterly along said centerline to its intersec- tion with the South line of the North 1/2 of the SE 1/4 of said a Section 15; Thence Easterly along said South line and the South line of the North 1/2 of the SW 1/4 of Section 14, Township 21 North, JRange 4 East, W.H., to the Southeast corner hereof; q� Thence Northerly 264.69 feet along the East line of the . 11 said SW 1/4 to its intersection with the centerline of Mt. view Drive (South 331st Street); { Thence Easterly and Northerly along said centerline to its most Northerly intersection with the Southerly extension of a line which is 210 feet Easterly of and parallel with the West - lire, of Hi -Crest No. 2 Addition to King County, according to plat thereof recorded in volume 61 of plats, page 58, records of King County, Washington! Thence Northerly along said parallel line to its intersection y - ',•, with the South line of said Ri-Crest No. 2 Addition to zing county; Thence Westerly along said South line 210 feet to its -�' intersection with the West line of said Hi -Crest No. 2 Addition to King County; Thence Northerly along said West line and the West line, jr. of Hi -Crest Addition to King County, according to plat thereof recorded in volume 59 of plats, page 32, records of King County Nauhington, to its intersoc:ion with the South line of the Nw 1/4 of the NE 1/4 of said Section 14; .. ci Thence Easterly along said South line 39.1 feet to its °s intersection, with the East line of the said NW 1/4 of the NE 1/4 of Section 141 `•. `=;= Thence Northerly along said East line and the Eas' line of p the SW 1/4 of the BE 1/4 of Section 11, Township 21 North, range :.i 4 East, N.M., to its Intersection with the North line of the _-•;;:, South 1/2 of the South 1/2 of said Section 11; Thence Westerly along said North line to its intersoctfon with the East line of the West 1/2 of the West 1/2 of said l Section 11; Thence Northerly along said East line to its Intersection with the South line of the North 1/2 of the North 1/2 of said Section 11; i� Thence Easterly along said South line to its intersection with the East line of the West 1/2 of the East 1/2 of said Section 11; -6- 44- wy Thence Northerly along said Cast line and the Cast line of the West 1/2 of the BE 1/4 of Section 2. Townahl p 21 North, Range:41'Easto K-M., to its intersection with the South line of the NW 1/4 of the BE 1/4 of the said BE 1/4 of Section 2: Thence Easterly along said South line to Its Internection with the East line of the said NW 1/4 of the SE 1/4 of the SE 1/4 of section 2: Thence Northerly along said East line to its Internectinn with the South line of the SE 1/4 of the NE 1/4 of the Bald SE 1/4 of section 2; Thence Easterly along said South line to its intersection ti with the East line of the West 130 feet of the said SE 1/4 of th* BE 1/4 of the BE 1/4 of said Section 21 D Thence Northerly along said East line to its intersection T e Co with the south line of the North 1/2 of the said SE 1/4 of the ITE 1/4 of the SE 1/4 of said Section 2: Thence Easterly along said South line to its intersection with the East line of said Section 2; Thence Northerly along said East line to its intersection with the North line of the South 835.56 feet of the NE 1/4 of said Section 2; Thence Westerly along said North line to its intersection with a line which is 166.66 feet Easterly of (as measured along the North line of said Section 2) and parallel with the East line ofthe West 1/2 of the said NE 1/4 of Section 2; Thence Northerly along said parallel line to its intersection with a line which is 836.22 feet Southerly of (as measured along the said East line of the West 1/2 of the BE 1/4 of Section 2) and parallel with the South line of the North 351.12 feet of Jd the said NE 1/4 of Section 2 (as measured along the West line thereof); Thence Easterly along said parallel line 33.34 feet; Thence Northerly 836.22 feet parallel with the said East line of the West 1/2 of the NE 1/4 of Section 2; Thence Westerly -parallel with the North line of ttu s�:Id NE 1/4 of Section 2 to a point on the East line of the NW 1/4 of said Section 2 which is 351.12 feet Southerly of the Northeast corner thereofy Thence Southerly along said East line to its intersection with the South line of the North 450.96 feet of the said NW 1/4 (as ' measured along the West line of the East 1/2 of the said ITW`1/4); Thence Westerly along the said South line of the North 450.95-feet to its intersection with the following described line :beginning at the intersection of t,,.jr North line of the Sout�j'_00 fast of the SW 1/4 of Section 35, Township 22 North, 41EMst, W.M. # (as measured along the West line thereof with the Wext line of the St 1/4 of the said SW 1/41 thence Caster* along said North line 170 feet) thence Southerly 300 J feet .1 rallel v th the West line of,. -laid SW 1/4 to an Intersection W i th North lino of the KW 1/4 of. as Id to ct idn. 2, thence south4rIj 300'feet parallel with thfo*iost line of the East 1/2 of the gild KW` 1/4# then" easterly 90 feet parallel with the North lir,*,.o -the said KW 1/4* thence Southerly IS0-16 feet perallal w I t h..,.-., West line of the 94st 1/2 of the said NW 1/4 to the said into ction with the South line of th-* North 4SQ.96 foetl TV, 0 A l,':!i'Rx•;ttor:S r Thence Northerly 150.96 feet parallel �• .. e West line of the East 1/2 of the said NW 1/41 Thence Westerly 90 feet parallel with t' ^rth line of the said NW 1/41 Thence Northerly 300 feet parallel wit;. inters,,,-'- ,,,est line of inn with the South the East 1/2 of the said NW 1/4 to an .' line of the SW 1/4 of said Section 351 Thence Northerly 300 feet parallel witl- ,:est line of the said SW 1/41 i Thence Westerly 170 feet parallel with oath line of 7 .d the said SW 1/4 to an intersection with the line of the 5 J 1/4 of the said SW 1/4 of Section 351 w Thence continuing Westerly parallel wi• t South line � } of the said SW 1/4 of Section 35 to an intc: .icn with the East line of the West 150 feet of the SE 1/•; t,C tt,e SW 1/4 of the ., said SW 1/4 of Section 351 1 Thence Northerly along said East line t:• intersection with the North line of the maid SE 1/4 of ti— :,; 1/4 of the SW 1/4 of Section 351 Thence Westerly along said North line tr) itS intersection with the East line of the Nw 1/4 of thr SW 1;'1 [ the SW I/4 ' of Section 151 i x Thence -Northerly along said East line t,) it intersection with the North line of the South 1/2 of the t4w 1/4 of the r SW 1/4 of the SW 1/4 of Section 351 Thence Westerly along said North line tr, its intersection with the East line of the BE 1/4 of Sectio. -1, •roanship 22 North, Range 4 East, W.H.1 Thence Northerly along ■aid East line LO its intersection with the North line of the said BE 1/I1 r. Thence Westerly along said North line to its intersection with the Weep line of the East 1/2 of the NW 1/4 of the SaiJ SE 1/ 4 1 - Thence Southerly along said Hest line 1 i1., intersection with the North line of the South 1/2 of the lw 1/4 of the said ' BE 1/41 ...1. =hence Westerly along said North line t:, ii.a intersection �•,._,_t tl" ` with the West line of the said BE 1/4 of Section 341 Thence Southerly along said West line to its intersect,•)n with the North line o! the South 1/2 of the south 1/2 of said F,:•;, Section 341 -•-;.11 1, �'; Thence Westerly along said North line and the North line of the South 1/2 of the South 1/2 of Section 33, Township 22 r North Range 4 East, K.H., to its intersection with the Westerly margin of Primary State Highway No. 1 (SR 5); A Thence Northerly along said Westerly margin to its inter- section with the North line of the SE 1/4 of- said Section 331 Thence Westerly along said North line to the Southeast corner of the NW.1/4 of said Section 331 -8- Thence Northwesterly to the Southeast of the West 1/2 of the NF, 1/4 of the said NW 1/41 Thence Westerly along the South line of tl,'� said We -it 1/2 to its interDeofithewith lthe ofEast line NW 1/It ttr`. West U2 of the Raid Wcst 1/ Thence Northerly along said East line to Its inters�!ction with the North line of the Sot:th 1/2 of the !;.-Id NE 1/4 of the NW 1/41 Thence Westerly along Bald North line tri itr, intersection with the Went line of tho East 1/2 of the dni:1 ::w 1/4) Thence Southerly slang said West line to its intersection _v with the North line of the South 1/2 of the s,nid NW 1/41 O Thence Westerly along said North line to tts intersection with the centerline of Primary State Highway too. 1 (u,S. Highway c;J 99)1 Thence Southerly along said centerline to its intersection with the North line of the SW 1/4 of said Section 331 Thence Westerly along said North line nnti the North line of the SE 1/4 of Section 32, Township 22 North, It.,n9e 4 East, W.M., to its intersection with the West line of the [:,,at 1/2 of the tact 1/2 of the said SE 1/41 Thence Southerly along said West line to its intersection with the North line of the SE 1/4 of the said SE 1/4 of Section 321 Thence Westerly along said North line to its intersection with the Northerly extension of the Westerly margin of 13th Avenue South ()ksbury Avenue)1 Thence Southerly along said Westerly mm''lin and its Northerly and Southerly kxtensions to it■ intersection with the South line of the said SE 1/4 of Section 321 Thence Westerly along said South line to its intersection with the centerline of Redondo May South. Thence Northerly along said centerline to its intersection with the Easterly extension of the North line of Lot 70, of Haring 11ills East, according to plat thereof recorded in volume 87 of plats, pages 76 and 77, records of King County, Weaiiingtonl Whence Westerly along said forth line and its Easterly extension, and continuing Westerly and. Boutl,arly along the Northerly and Westerly line of said Marine 11111a East to the most Northerly'corner of Lot 76, said Marine Hills East, which is also the most Easterly corner of Lot 5, of Marine 111118 NO. 17, according to plat thereof recorded in t+olvme 98 of Plata, page■ 53J, '51 and 52, records of Xing County, Washington) Thence Northwesterly and Southwesterly along the North- easterly•and Northwesterly line of said Marine Hills No. 17 to the Northeast corner, of Marine Hills WCs,according nto Plat thereof recorded in volume 95 of Plats, Pages 55, records of King County, Washington) Thence Westerly, Southerly and Easterly along the Northerly, Westerly and Southerly line of said Marine Hills West to its intersection with the West line of the East 1/2.0f the NW 1/4 of Section 5, Township 21 Ncirth, Range 4 East, W.M•1 5t 7 Yly �':'t �'• ` 'VJ:. s.. ��yy1y�• •��•• - ��.cLjA•A�T� -'its ' l Thence Southerly along said West line to its intersection with the North line of the South 1/2 of the said NW 1/4. ,.~ Thence Westerly along said North line to its intersection with the East line of Section 6, Township 21 North, Range 4 Ea5 t, W.M. r Thence Southerly along said East line to the Northeast corner of the SE 1/4 of said Section 6 and the Point of Beginning. FJI W) fir!- P-7r-i of nn-i'-i. q.t DO WATm DISq[CT # 12< P.O. �',.:,X 42A9 FEr,E2A; WA,, WA 980o3 e QD O :p O �1 �4_ FILED FOR RECORD AT REQUEST OF: city of Federal Way MAIL TO: city of Federal Way 33530 let Way South Federal Way, WA 98003 ATTN: Jeff Pratt EASEKENT FOR DRAINAGE FACILITIES FOR 336TH/RITTS CORNER PROJECT For and consideration of One Dollar ($1..00) and other valuable consideration, the receipt of which is hereby acknowledged. Robert L. Wright, an individual, ("Grantor') grants, conveys and warrants to the CITY OF FEDERAL WAY, a Washington Municipal Corporation ("Grantee") for the purposes hereinafter set forth a perpetual exclusive easement under, across and over certain real property (the "Property") located in Federal Way, Washington, legally described as follows: [See Exhibit "A" attached hereto and incorporated herein by this reference.] Except as may be otherwise set forth herein, Grantee's rights shall be exercised only upon that portion of the Property ("Easement Area") legally described as follows: [See Exhibit "B" attached hereto and incorporated herein by this reference.) 1. purpose. Grantee and its agents, designees and/or assigns shall have the exclusive perpetual right, without prior notice to Grantor, at such titaes as deemed necessary by Grantee, to enter upon the Easement to inspect, construct, reconstruct, operate, maintain, repair, replace, grade, excavate and enlarge all surface water drainage facilities including, but not limited to, underground facilities and/or systems upon and, under the Easement Area, together with all necessary or convenient appurtenances thereto, including without limitation, pipes, catch basins, retention and detention Eacilities', ponds, biofiltration swales, ditches, dater quality treatment facilities vaults and semi -buried or ground mounted facilities ("Facilities"). Grantee shall have the right to flood the Easement Area and to engage in any and all activities as if Grantee owns fee title to the Easement Area% Following the initial construction of the Facilities, Grantee may _F- EXCISE TAX NOT REQUIFED Kay qon y S FA • M i.•. from time to time construct such additional facilities or improvements as it may require within the Easement Area. Grantee shall have the right of reasonable access to the Easement Area over and across the Property to enable Grantee to t exercise its rights hereunder. 3_ past uct ohs; iandscauf114. Grantee may remove any and all - vegetation, trees, or other obstructions within the Easement Area, F- and may level and grade the Easement Area. 4 tri,-" s use o£ Easement- This Easement shall be exclusive to 4. Grantees provided, however, Grantor reserves the right to use the Easement Area in order to comply with city code requirements for {j�•�. open space, greenbelts or maximum lot coverage; and provided {r install, at its expense■ such facilities as further Grantor may reasonably necessary to provide for direst discharge of treated ty, storm water from the Property to the Easement Area in compliance ? with all applicable laws and after 4 obtaining all necessary permits; �•"�' and Grantor may install landscaping in the permanent Easement if ng all the city approves such installation and after obtaini �j ermits and approvals in compliance with all applicable s! Z necessary p pp g tunnelling or ;L•; p laws. Further, Grantor shall not perform digging, Lo other form of construction activity on the Property, which would 0 disturb the compaction or unearth the Facilities on the Easement ii .1 Area, or endanger the lateral support to the Facilities. Grantor M shall not blast within fifteen (15) feet of the Easement Area. O i 'n 5. ,successes s s s. The rights and obligations of the Q� ! } parties shall inure to the benefit of and be binding upon their r respective successors, heirs and assigns. y, N❑ nc mhrance.s. Grantor shall maintain the Easement Area free of all encumbrances and defects and is prohibited from in the recording of recording or taking any action which results any lien, encumbrance or other d fect against the Easement Area. DATED this 0 day of 1995. GRANTOR: GRANTEE: WRIGHT CITY OF FEDERAL WAY, a Washington Municipal corporation By By n- 4-eL. t KenethE. Nybe�j Its city Manager -2- M O O e"1 r�l O� O :f) 0) I STATE OF WASHINGTON ) ) ss. [INDIVIDUAL NOTARY] COUNTY OF KING ) on this day personally appeared before me, the undersigned Notary Public in and for the State of Washington, duly commissioned and sworn, 'Robert L. Wright, to me known to be the and described in and who executed the foregoing instrument, and on oath swore that he executed the foregoing instrument as his free and voluntary act and deed for the uses and purposes therei mentioned. hand and official seal this day of 1995. �J ary s nat re) A' (typedjprinted name of notary) Notary Public in and for the State of Washington 7 Washington commission expires: ezogl-1 NAZINN 9/01M . -3- B., C•7 STATE OF WASHINGTON ) ) ss. [INDIVIDUAL NOTARY] COUNTY OF KING ) on this day personally appeared before me, the undersigned Notary Public in and for the State of Washington, duly Commissioned and sworn. Robert L. Wright, to me known to be the individual described in and who executed the foregoing instrument, and on oath swore that he executed the foregoing instrument as his free and voluntary act and deed for the uses and purposes therein mentioned. GIVEN my hand and official seal this day of 1995. (notary signature) (typed/printed name of notary) Notary Public in and for the State of Washington My commission expires: STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this day personally appeared before me, the undersigned Notary Public in and for the State of Washington, duly commissioned and sworn, Kenneth E. Nyberg, to me known to be the city Manager of the City of Federal Way, a Washington municipal corporation, the corporation that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute the said instrument. GIVEN my hand and official seal this Y1- day of 1995. iti �„���+ (notary s nature) K:%D0MNENT\VR I GHT. EAS 91O V,95 F— ike,, aki�,isr,h (typed/printed name of notary) Notary Public in and for the State of Washington. My commission expires: a CI I EXHIBIT "A" TO PERMANENT EASEMENT - WRIGHT That portion of the south half of the north half of the. north half of the southeast quarter of the northeast quarter of Section 20, and that portion of the north half of the south half of the north half of the southeast quarter of [he northeast quarter of Section 20, Township 21 North, Range 4 Fast, W.M., in King County, Washington, lying westerly of Primary State Highway No. •1 (US 99) and more pazticularly described as follows: Commencing at the northeast comer of said Section 20; thence south 01 °12' 17" west along the east line of said northeast quarter of Section 20, a distance of 1479.34 feet to the northeast comer of said south half of the north half of the north half of the southeast quarter of the northeast quarter of Section 20; thence north 88'24'53" west along the north line of said south half of the north half of the north half of the southeast quarter of the northeast quarter of Section 20, a distance of 169.96 feet to the westerly right-of-way line of Primary State Highway No. 1 (US 99) and the TRUE POINT OF BEGINNING; thence continue along said north line north 88°45'53" west, a distance of 1143.58 feet to the northwest corner of said south half of the north half of the north half of the southeast quarter of the northeast quarter of Section 20; thcncc south 01"14'32" west along the west line of said southeast quarter of the northeast quarter of Section 20, a distance of 328.83 feet to the southwest comer of said north half of the south half of the north half of the southeast quarter of the northeast quarter of Section 20; thence south 88'46'07" east along the south line of said north half of the south half of the north half of the southeast quarter of the northeast quarter of Section 20, a distance of 1034.43 feet to said westerly right -of --way line of Primary State Highway No. 1 (US 99); thence north 22°49'31" east along said westerly right�f--way line, a distance of 115.81 feet to the beginning of a curve to the left; thence along said curve to the left having a radius of 2915.00 feet through a central angle of 04'21'52" an arc distance of 214.43 feet; thence north 71°32'21" west, a distance of 10.DD feet to the beginning of a curve to the left; thence along said curve to the left having a radius of 2905.00 feet through a central angle of 0°20'24" an are distance of 16.65 feet to the TRUE POINT OF BEGINNING. k: 1d oevnrN\uriph t.l pl 0 0 9 6 ' EXHIBIT "B" TO .. PERMANENT EASEMENT - WRIGHT The west 528 feet of the following described property: 1 That portion of the south half of the north half of the north half of the southeast quarter of the northeast quarter of Scction 20, and that portion of the north half of the south half i of the north half of the southeast quarter of the northeast quarter of Section 20, Township 21 North, Range 4 East, W.M., in King County, Washington, lying westerly of Primary State Highway No. 1 (US 99) and more particularly described as follows: L (t': . Commencing at the northeast comer of said Section 20; t C thence south 01 ° 12' 17" west along the east line of said northeast quarter of Section 20, a l li: C distance of 1479.34 feet to the northeast comer of said south half of the north half of the north half of the southeast quarter of the northeast quarter of Section 20; +'='• thence north 88°24'53" west along the north line of said south half of the north half of "k; p the north half of the southeast quarter of the northeast quarter of Section 20, a distance of 169.96 feet to the westerly right-of-way line of Primary State Highway No. 1 (US 99) and the TRUE POINT OF BEGINNING; thence continue along said north line north 88°45'53" west, a distance of 1143.58 feet to the northwest comer of said south half of the north half of the north half of the southeast quarter of the northeast quarter of Section 20; thence south 01`14'32" west along the west line of said southeast quarter of the northeast quarter of Section 20, a distance of 328.83 feet to the southwest corner of said north half of the south half of the north half of the southeast quarter of the northeast quarter of Section 20; thence south 88°46'07" east along the south line of said north half of the south half of the north half of the southeast quarter of the northeast quarter of Section 20, a distance of 1034.43 feet to said westerly right-of-way line of Primary State Highway No. I (US 99); thence north 22°49'31" east along said westerly right-of-way line, a distance of 115.81 feet to the beginning of a curve to the left; thence along said curve to the left having a radius of 2815.00 feet through a central angle of 04°21'52" an arc distance of 214.43 feet; thence north 71'32'21" west, a distance of 10.00 feet to the beginning of a curve to the left; thence along' said curve to the left having. a radius of 2805.00 feet through a central angle of 0120'24" an arc distance of 16.65 feet to the TRUE POINT OF BEGINNING. t:Wwua ntw6ricag-10 VTilransamerica -0 D r fit o. In urpnCo Compt:ny le Insurance Services fi1lrEl �i FILED FOR RECORD AT REOUEST OF �u��U 11 ZE George N. Haffner f.0 sL ' `�� s?' r: L • t•„ P. 0. Box 399 Fall 4ity, WA 99024 WHEN RECORDED RETURN TO Nam ...... Rot{9:0t._ - 11•i Addroas_Av.39-Pic it:.c...HiGhtiaY...SO.................... ..... ................. . ......_. LO 2 cur,stala,zlPTl:a.Cl 1. �aY,...IfA..99002............._............ ............. N'l Q Statutory Warranty Deed QQ7! THE GRANTOR George N. Haffner and Joan D. Haffner I ........•-•.........................._..__� . . i� _ THIS SPACE PROVIDED FOR RECORDER'S USE: % i 8F/O8/317 00575: G RECG F S.Ort Ob SS RECEIVED forundlnconsiderntianor Ten Dollurs and other valuable convideration, MAY Q 5 1988 inlmndpnid,conveysandwarmntsto RDbert L. 14right and Tlelen 1.1. Sfright - THE WRIGH-COMPANY the following deseril" rcnl male, silunlcd in the County of Fang .S(a1oof %%'nAiinr*m: Attached as Schedule A ? S-aleT Paid On conlrati A'i. 1t7r�Co. Aaanis 5'miun Depuly This deed is given in fulfillment or Ihnl certain rent esfi le cuniracl Iwt%vmn the Parties hrrclo, dated December 15, 1977 ! .19 , and conditioned rnr the conveyanee of the ni—r described properly, rind the cnvennnLa of warranty herein caninined shall not npply to nny title, intem.nt or encumbrance nrising by. through or under Ilic purchnser in said conlmcl, rind shall nntapply to any laws, nasessments orather ehnrges Icrinl, naressnl nr lrocnming dua substtluent to the date of said contract. Real Estate Sales Tax was paid on Ibis snlc on DCC . 16, 19(7 , Rec. Na, E447145 Dated. --OcLober. 26 2, L!7' STATE OF WASHTNGTON COUNTY OF._:Hin __...__-••_--.-- sx On this day Personally nlppcared befnre me George N. Haffner & Jonn D. T{affner .... ......... .-................................. .........^.... ....... -.......-.._ to mr known to be the individual=descrihed in Lind who executed the within and foregoing instrument, and acknowledged that-_t11CY... alined the name as ........ free and voluntary act and deed, for the uses and Purposes therein mentioned. GI4E_N urdar my hand and official sent this ttarr Ps,b}ic ire rid r the la�te' -f-lVash• Ington. raiding oer(1e. ».. 10 79 STATE OF %VASHINGTON f ss. COUNTY OE........„.„ Onday of ----•--...»..„_._ ....... _........ -........... 19.......__, i before me. the undersigned, a Notary Public in and for the State of inglon, duly commissioned and sworn, personally appeared .... - ........ _-._....- ! Lind._.�:.....»„».........«,.....ti...._..._........_..„.........�..�..._».`.»......�._�.. i to me known to be the ................. ....... President nespeetivcly of.___........ ..,... .`.. the co rAi n. that creculcrl the foregoinf inatrumenl, and. ncknowlwdF tha rrrid lnelrumrnl to he the free and vol unlary act and cTccd of Bald rrorpor- ation, rer the useii and purpusca therein rnenlianod. sad on anfh sLoled that -:._.._._........... authorized to execute the raid instrument and that the seal ' ;aiirerl u lhemrporolescal of said corporation. - Witness my hand and official seal hereto affixed the day and year firm nbovo written. Notary Public in rind for the Slate of %VL15hingtan• residing al.,._...._.._.._......v....._........_�..«_...... i Form Ho. W.1a1 Rrr. r-;s i �. +'il �['1 y'c•,t �r J[ •• 'a. r't:j. .. _ •u' t ,n• r: ... Sly+T4Tj7 `'t.••4t:• ., � .) t'%f�f r#!5� � ,.r�� !, r • 1 t 1 : f n.l•! ., t •.a` ..lh '$.*.+�. It . 1 % ri s {' - F —­;AI ,tea•' n_k •Y .-a err. �• �'• :f I t,}4 - [1] •That par_lnn of ey Sou[h Onr i1a1F tl! 4Ye Sa[ey One fia[! ~~� ti(j i of f+ecEvn 3C Ad aac Verna or the Korty O v! the rler[s Net NaF[ nE t:rC- yvrtlt Caa l• One pvartrr e! Sretivn Rs I!oSF vF c?1r t.+uti Qne u.,l1f of rhr tivrcl Cnc }lalf v: re:.rairvck Srttekorek Fa N Nvs; Sa, Ipr TMuSSp :7 !+asf.Y• 6anar i LaAt, ft oaa :laarcri ( I l GCS 7f! id :ore varttculn•-ly Crsetf pod as fvllr�o: +•ry" CA rinK �•'�t•' Lt+arcrr v( r}a 1 y 'uSf'�'a. 1ylrr vrscerir of priwry 3:ac• 11t3.4[Afar[ carver e! +aid SrceS;n t7, caS! toff" n: T 6 of a„et xrrxY rr 6rla# R 7rasl r: 2cne of clue ari:7nk— S:atr C:rrrdlna ee frye.;zr :rvc1'i�+1n t;��rlr �rrat fivar[er r[ fatticr. Spa 61.tanee 7:vriecn-aennn•atnt 3 1t'2 cr-rd!ra:y IaS77±?.k.ea M i e4 r, S.Wth hse r!a%, tat ;:vr[h d fad :air.: -four a Pi •t`I'P!-,i c".c tsa!:7pe f a Cd ! net lid:! a[«e il]?! c! [A: S:ti:Ye:a2rRnr t'L'•1;�e,• ` f I4 :vre; eaa: =c$e : cr! [7e '•v:rh ]ss rf said Saath Oat Nr.:7 a{ t1r Farth ha Nd;! ! r t: c'•c Lr•cye_nt ea�etr of (Narra7 of Lhn !70 rr!.e aLt Bet r r.! r�e tie:tsu ri 17r 7uar ere .! Setrtlw id; QL1,r ere+r! 9var[ri cf Szee!,• 1d a it+::nee ae-ham Bred-r1x;•r_ of e:t Y:;ty r.rr {al! of LYt Sav lh+ae Oat Y RSA[-°f-may l;nr aI f'sS=ay Ytate il!p-,A,i . 1 IL•S S at'� nrd n1-e!;•. i lea + re]lp r [ T: r7 pa:.:! ! etc >:,rea;+s {lit, ldl [re[ is ;Y■ P e-+etc tap a Ac4 with r ::ors �aeet7iu. Iae..4Tit a"a • 51:1: e�r'r# a :I-'1-t. •a!s f.Snr 1J I f S[at+neo a! rl r.•tr,.. [vu: i•r-;titer ►Yd fl1 [?-ei=hs ene-h uwdreE[ht';1; ;7,.y3 f_re e- =}efyersyv; si rs;� -p•�i as %re� pSa ee_�.r:t r be as:[ v! the :lvrr,% P:r ri:l[ er t!:e Sau.tirsat o-,e ;u:: ter v! eh• ti: reh.a.c e: Syr �lcnr .r::tr:-:. _3a- 5r ::tt t.J +•L1 a yollw ptuxle er7 mrs.d wren a Jere+ a r:�.;, •• +[ ':.d S:rr• cre K,tf e1 ttir lvrt_q a.x: [fie 0=offer al eat ;:a: eT.Y7![ C:e •;:artcr aJarklriea• Inc., Sa. r +! Sgce:r� i'. v r•I:1 '•e..e an er.n v[¢ ��rnr i i..c_sn a 51J•; :?.ter fsi:,. tltvl ]:" •.rsf n'"3i rye tires ._eta v[ said _ fir + `` tier of rsid ait ve.x kal! ar C. I: etc; -t r_'Icd a: r4rr.-err^;.•,.1 ,• r y� ' cqr qua r+cr net arestcn : „s+-tyre .ar .:,�;reiL1.. E]`}_h7: left IJ j, i [hcice s:th u1;_ ": �:72 Pp:ye :ctng an lrccn r I. 1! !te ". .:a Ilalr .f e'..•r ..,s: C.. C_., rr:r .f chr a•u �� twai ter .yta,•, =_s a:cet a:�,a a—,,, .r ;fin =:y:^e vte9 . r+llr. c„ _fr.,.; ss:k :sn. 9r.4 l,reSJ.rt. [.r., 3 eta _ - eh+ Nvcu•.csrc Cee uearcrr p(! e _ •ris a•rr+h ene Ka:f v[ tie fe:;a ecr ]fall e! cAr Nareh floe A. r! shaleNta cyl[yret viit al„vnazhr ••a-. it fi a, r: !sx FryrrrKtS, ?�raS�t_j era 3Lvtea-rSlrr.-'eur;rr: !e.:1er. >• i As•ael.l:rs, ' Ta :.a. S:'f; rt: 'alai : :•.. r= :eta, • r..r- wiry a>. i1;7:•.13 feet ca said I a:i !t: le:; anG e:CA['nar,:yrra-hindrrd t t•=care :.crla Z3 ?'!;- " r.17 E115. 3:1 fret t1 rzr lr•lva ax vS!•q ftYr+rr •I a:r[:r $Ixziz• ,�.1r `• �' !r•1at' p'A +lc r:a �rar! :-c:w T:atlr cap =sex:: vlt4 a .:ors asr :+iaarr n: crr-h�der2 • ` It.a#red Lt[rre: �d c: r.r Laavclrf a Inc., its :c. ::Cks t*,erer a,:nsr t r 'let etait !t,1^t 7:-0 an iron ain arp4xne vies !`weir-t!t tea cn" (•#r,J; tle,, Sto'"i1 feet: camv7n a t•aet!, etr.;l: vC C.='I'S�"l�n��r .a :•r left 1„,1, a ra=:� cc evan trYlfht t.mi h:v:dred c:.s [:Ic- arc d_�[ ti�rr r[ ti t s Ere�,ey rA !l°]7171" Yet[ a dl7iaace cf zea dal nelene�-h er+.;rhay{Ip.�Ct31� Fl::zsc csp ca rue. meet Jatcr ryet.rraa el4'�'At Ta.A ws •j a 7 o e ."' rr(.S a relive ply=le Csp w ed u[tk o ] [rr' t° r=a Ae=lnsln a3 Hr.S 1d 5; i i +'3cf 4c of rr;ery_.lehc-hundrad:lFe n3 no r.e-h Mdrv: Ctfai l=GS CCl �f rss t)rse f s3 a eur r. eta t4r left, rrld feet helot el t[at�an a�! slate-:,,• TaJ a. 5'Rt; tyrnrr alcnr raid rotve to the We i ' e ant-hradredeys {16, 651 fret to the R� .1 erntral sae let ..r 'pa,a•��. �cc•-a'^Ire r, area _ ��" rst'! •/ rrklan: c;. eta *re d!e[wte J !JF•�� uC ]kp, 373 lovare fr:t. Or 6. 7:+ f. 1 �n❑ I I J r Beret. [ 7• s.*.,1,:s:t, l 5 +rl ` •.' 1!e'f , :1 t •[�3 r:i ?''• c•[... '`•!�"1'1 .. ',- rr .`t. •t.. '•• ' 'I�'lil<.te =,• IY C •'r• _ ril!11% t [ 7i',. 'kyd,i' 7 ll'. 1 ➢y u Y 1 r" r '' d f fr' •. i ..t,1 1i■ `'I+; .. r • -j..[i' ;, •L' J riid •r t. F r .!'• :af IY •� 1 t •r e a '-t; ,�-y.'A 1'.'[ 7r 'z •'l"=i1. if, •d{•!•, ., t• '1 N1lt ylir l.. t.i� .•r�'' ..,rr`• y4. _• •f tie " ,•, •�r• .7', r' '.:'Y, i'� -1 `}. �[ •ekl }• = •�� [�`•. ':s y:: _. , .. ( '�. i'.. ]y .r•f •7tl•+;kt•� "_'t.l .•.aN.`.:• •+r• i� i;l•'.ti':-hT ` •�i� y� i it .1•Gi•:• a• .rs• a I l+' 'F '"y '1:5.. 'I ,; aa• ^f 'ty ;r• +! Notice of Additional Water or Sewer Facility Tap or Connection Charge NMICE is HEREBY GIVEN that Federal Way Water and Sewer, of King .County, 'ilashington, intends to levy a tap or connection charge for providing water and/or sanitary sewer service to the realty be- low described. Further information regarding the charge is avail- able at the District Office at 31517 First Avenue South, Federal Way, Washington. The realty subject to the tap or connection charge is described as follows: E:: fir I �, This Notice supersedes in its entirety the "Notice of Tap or Connection Charges Pursuant to RCN 65.06.170" filed vith King County, Washington under Auditor's File No. 8106010916- This notice is /given pursuant to R.C.W. 65,08.170. DATED this day of f , 19-62-• By Federal Way Wate, an Sewer �;3• LDS, " 40210 ]A Position: OP CASHSL ,ate+2:.00 STATE OF WASHINGTON J 55 as: County of King 1 I certify that I know or have satisfactory evidence that signed this instrument, on oath stated that H_ is authorized to execute the instrument and acknowledged it as the Sjjp ea 6 of FEDERAL WAY WATER AND SEWER to be the free and voluntary act of such party for the uses and pur- poses mentioned in the instrument. DATED: L. OQSf �` �TARY�i'� TitlePUBLIC PU PL w "! L r *, Q My appointment expires 11-Z5-11 r :t 57 ' FEDERAL WAY WATER AND SEWER : LEGAL DESCRIPTION EXHIBIT 'A" All of Sections 3, 4; 5, 7, B, 9, 101 15, 16, 17,-1B, 19, 20, 21, 22, 27, 28, 29, 32, 33, and 34, Township 21 North, Range 4 East, W.M.; TOGETHER with all of Section 13, Township 21 North, kange 3 East, TOGETHEI WITH portions of Sections 17, 20, 27, 28, 29, 32, 33, 00 34, and 35, Township 22 North, Range 4 East, W.M.; N 11, 14, 23, 26, 30, 31, R4 TOGETHER WITH portions of Sections ? r 6, L0 and 35, Township 21 North, Range 4 East, W.M.; O T) TOGETHER WITH portions of Sections 2 and 3, Township 20 North, Range 4 East, W.H.; TOGETHER WITH portions of Sections 1, 10, 11, 12r 14, 15, 23, 24, and 25, Township 21 North, Range 3 East, W.H.; More particularly oesctibed as EollDws: Beginning at the intersection of the north line ecof Section ec tionerlineo23, Township 21 North, Range 4 East, W.M., and the Grand View Boulevard, also known as 56th Avenue South; Thence southerly along the centerline•of Grard View Boulevard to its intersection with Pennsylvania Avenue, also known as South 348th Place; Thence southerly along the centerline of Pennsylvania Avenue, also known as south 348th Place, 51th Avenue South and 56th Place South, to its intersection with Grand view Boulevard; Thence southerly along the centerline of Grand view Boulevard, alao known as 56th Avenue south and 57th Avenue South, to its intersecktion with the westerly extension of the north line o20 f Lot ights ' as Platr, pagesl2a�thr ughof 112fta ,Ieinclusive,rrecords of Kinged in�e. C'unntyE Washington; . ion nd he oThence f saideLote24ytolthe northeastecornertOfssaidaLottnorth line 24; ts 24 hrough 34 incivaive�,toErsaly idlBlong eckh83eatoethe south linelines of oof Lot t34, Black B3, of Jovita Heights; - 2 - Thence westerly along said soutIl line of Lot 34 and the westerly extension of said south line to its intersection with the centerline of Grand View Boulevard, also known as 57th Avenue South; Thence southerly along the centerline of Grand View Boulevard to its intersection with the westerly extension of the north line of Lot 6, Black 146, of said Jovita Heights; Thence easterly along said westerly extension and said north line of Lot 6 to the northeast corner of said Lot 6; Thence southerly along the east line of Lots 6 through 20 to the southeast corner. of Lot 20 which is also the nost northerly corner of Lot 40, Block 146. Jovita Heights; O � Thence southwesterly along the northwest line of said Lot 40 to the. most westerly corner of said Lot 40, said corner is on the O northern margin of Ohio Drive, also known as South 364th Place; N 1Thence southerly and southwesterly along the northern margin of G Ohio Drive, also known as South 364th Place, and alto being the C southeasterly lines of Lots 27 through 35 inclusive, in said Block 146, Jovita Heights, to the southwest line of said Lot 36; Thence southeasterly along the southeasterly extension of the southwest line of said Lot 36 to the centerline of Ohio Drive; Thence southerly along the centerline of Ohio Drive to its intersection with the southeasterly extension of the south northeastern line of Lot 39, said northeastern fine being 39,47117" East erom the most northerly corner of Lot 39, Block 146 of said Jovita Heights; Thence northwesterly along'said southeasterly extension to the western margin of Ohio Drive, also being the southeastern line of said Lot 39; Thence southerly along the said margin of Ohio Drive and the southeastern line of said Lot 39 to its intersection with the westerly extension of the north line of Lot 10, Block 145, of said Jovita Heights; Thence easterly along said westerly extension and the north line of said Lot 10 to the most easterly corner of Lot 10; Thence southwesterly along the south line of said Lot 10 and its southwesterly extension to its intersection with the western margin of Oregon Drive, also known as 55th Place south; Thence southeasterly along said western margin also being portions of the eastern lines of Lots 15 and 16, Block 144 of said Jovita Heights; to the•most easterly corner of said Lot 16; — 3 — Thence northeasterly across Ohio Drive, also known as 55th Place South, to the most northwesterly corner of Lot :, Block 143, of said Jovita Heights, - Thence northeasterly, southerly and southwesterly along the lines of said Lot 1, also being the southern and western margins of Oregon Drive, which is also known as 56th Place South, to the most southerly corner of said Lot 1; Thence continuing southerly along the western margin of Oregon Drive, also being the east line of Lots 2 and 3, Block 143, in said Jovita Heights, to the southern line of said Lot 3; Thence westerly along the south Line of said Lot 3 to its Q intersection with the easterly line of Lot 4, Block 143, Jovita NHeights; Thence southerly and southwesterly along the easterly line of Lots 4 through 13, inclusive, to the most northerly corner of N Lot 26, Block 143, Jovita Heights; O M Thence southeasterly along the northeasterly line of Lots 2 m through 35, inclusive, to the northeast corner of Lot 35, Block 143, Jovita H3ir]hts; Thence southwesterly to a point on the northwesterly line of Lot 36, Block 143, Jovita Heights, which is 250 feet northeasterly of the southwest corner of said Lot 36; Thence southeasterly to a point on the south line of said Lot-36 which is 250 feet easterly of the southwest corner thereof; Thence South 00113'51" West to the intersection with the north line of the south 1/2 of the Northwest 1/4 of Section 35, Township 21 North, Range 4 East, W.H.; , Thence easterly along said north line to its intersection with the northerly extension of a line which is 120 feet easL•arly of and parallel with the west line of Lot B, Block 18, C. D. Hilman's Pacific City Addition to City of Seattle, Division No. 1, according to the plat thereof unrecorded in Volume 13 of plats, page 64, records of King County, Washington; Thence southerly along said northerly extension and said parallel line to its intersection with the south line of said Lot 8; Thence westerly along said south line to the northeast corner of Lot 5 of said Bloc:: 10; Thence southerly along the east line of said Lot 5, -a distance 01 100 fasts" - 4 - Thence sout'n.+esterly to the intersection of the east line of Lot 4 of said 9L:,ck 18, with a line 150 feet northerly of and parallel w+ th the south line of said Lot 4; Thence westerly along said parallel line to its intersection with the west line of said Lot 4; Thence southerly along said west line to the southeast corner of Lot 3 of said Cloak 18; Thence westerly along the south line of said Lot 3 to its intersection with the northerly extension of the west line of Lot 11, Block. 17, of said C. D. Hilman's Pacific City Addition to City of Seattle, Division No. 1; Thence southerly along said northerly extension and the west line of said Lot 11 to its intersection with a line which is 150 O feet southerly of and parallel with thq north line of sa'_d Lot (� 11; L7 Thence easte:ly along said parallel line to its intersection with G the west line of Lot 10 of said Block 17; ?7 ' Thence southerly along said West line to the northwest corner of Lot 5 Of said Block 17; Thence easterly along the north line of said Lot 5 to the northeast corner thereof; Thence southerly along the east line of said Lot 5 to the northw —t corner of Lot 6 of said Block 17; Thence easterly along the north fine of said Lot 6, a distance of 240 feet; south e of vhicheiso1275erly feetto a easterlytofntheesouthwestna cornerthereof; Thence southerly at right angles to the south line of said Lot 6, a distant. -)f 70 feet to the north line of the South 1/2 of the Southwest 1/4 of said section 35; Thence westerly along said north line to a point which is 350 feat easterly of the west line of the East 1/2 of the said 5outhwest.1/4; Thence southerly to a point on the north line of the South 1/2 of south 1/2 of the said southwest 1/4 which is 450 feat easterly (as measured along said north line) of the said west line of the East 1/2 of the Southwest 1/4; Thence southerly to a point on the south. line of said section 35 which is 600 feat lee.sterly of the southwest corner of the said East 1/2 of the Southwest 1/4; 5 - Thence westerly along said south line of said Section 35 which Ls also the north line of Section 21 Township 20 North, Range 4 East, W.M., to the intersection with the north margin of Puget Sound Electric Railway right-oE-way (Puget Sound Power and Light Company right-of-way); Thence westerly and northwesterly along the north margin of the Puget sound Electric Railway right-of-waY (Puget Sound power and Light Company right-of-way) to the intersection with the north line of Section 3, Township 20 North, Range 4 East, W-K., which is also the south line of Section 34, Township 21 North, Range 4 East, WJ •; O Thence westerly along the south line of said Section 34 and continuing westerly along the south line of Section 33 and N Section 32 to the southwest corner of Section 32, Township 21 North, Range 4 East, "ri.M.; 1/3 Thence northerly along the west line of said Section 32 to the O intersection with the southwestern boundary line of King County; M m Thence northwesterly along said southwestern boundary of King County through Section 31 and Section 30, Township 21 North, Range 4 East, W.M., to its intersection with the west line of said Section 30, said west line also being the east line of Section 25, Township 21 North, Range 3 East, W.K.; Thence continuing northwesterly along the southwestern boundary of King County through Sections 25, 24, 23 and 14, Township 21 North, Range 3 East, W.M., to its intersection with the west line of said Section 14; also being the east line of Section 15, Township 21 North, Range 3 East, W.H.; Thence continuing northwesterly along the southwestern boundary of King County to its intersection with the west line of Governmant Lot 2 in said Section 15; Thenca northerly along said west line of Government Lot 2 in said Section 15 to the northwest corner of said Government Lot 2; Thence easterly along the north line of said Government Lot 2 of Section 15 to its intersection with the east line of said Section 15, said east line also being the west line of Section 14, Township 21 North, Range 3 East, W.M.; Thence continuing easterly along the north Line of the Southwest 1/4 of the Northwest 1/4 of said Section 14 to the northeast corner of said Southwest 1/4 of the Northwest 1/4 of Section 14, said point also being the southwest corner of the Northeast 1/4 of the biur.Litwvst 1/4 of said Section 14; - 6 - Thence northerly along the west line of said Northeast 1/4 of the Northw�,Z�t 1/4 of Section 14 to the northwest corner of said Northeast 1/4 of the Northwest 1/4 of Section 14, said point alsce being the southeast corner of the Southwest 1/4 of the Southwest 1/4 of Section 11, Township 21 North, Range 3 East, W.N.; Thence westerly along the south line of said Section 11 to the southwest corner of said Section 11, said point also being the southeast corner, of Section 10, Township 21 North, Range 3 East, Thence continuing westerly along the south line of said Section 10, a distance of 554.34 feet; O Thence northerly parallel to the east line of said Section 10 to N the southerly margin of Ingram Drive, also known as Southwest L12 316th Place, as it existed September*l, 1981, 30-feet in width; In Thence northeasterly along said southern margin of Ingram Drive p to a point of intersection with the east line of said Section (7) 10, niso being the west line of Section 11, Township 21 North, W Range 3 East, W.M.; Thence southerly along the west line of said section 11 to the northwest corner of the Southwest 1/4 of the Southwest 1/4 of said Section 11, said poinc. also being the southwest corner of the Northwest 1/4 of the Southwest 1/4 of said Section 11; Thence easterly along the south line of said Northwest 1/4 of the Southwest 1/4 of Section 11 to the west line of the East 1/2 of said Northwest.1/4 of the Southwest 1/4 of said Section 11; Thence northerly along said west line of the East 1/2 of the Northwest 1/4 of the Southwest 1/4 of said Section 11 to its intersection with the centerline of Puget Sound Marine View Drive, also known as Southwest Dash Point Road; Thence easterly and southeasterly along the centerline of Puget scund Marine View Drive (Southwest Dash Point Road) to its intersection with a line which lies 60 feet east of and parallel to the west line of the Northeast 1/4 of the Southwas t 1/4 of said Section 11; Thence north.irly _long said line 60 feet east of and parallel to the west line of the said Northeast 1/4 of the Southwest 1/4 to the East-West centerline of said section 11; Thanee easterly along tho.east-west centerline of Section 11 to a point 59G.65 feetwest of the southeast corner of the -Northwest 1/4 of said Section 11; 2 - 7 - Thence northerly along the west line of the east 596.G5 feet of said Northwest 1/4 of said Section 11 to its intersection with the south line of Dumas Heights, according Rec ords the platthereof recordet in Volume 63 of Plats, page Washington; Thence easterly along said south line of Dunas Heights to its intersection with the ease line of said Northwest 1/4 of said Section 11; Thence south along said east line of the Northwest 1/4 of said Section 11 to the southeast corner of said Northwest 1/4 of Section 11, said point also being the southwest corner of the Northeast 1/4 of said Section 11; Thence easLerly along the south line of the Northeast 1/4 of said Section 11 to its intersection with the west line of Government Lot 1 of said Section 11;. O Thence northerly along said west line to its intersection with e4 the south line of Lot 16, Schade Palisade Beach Estate, C according to the plat thereof; as recorded in the Volume 6B of Plats, pages 51 •ind 52, Records of king County, Washington; � lA Thence westor?y along said south line of said Lot 16 and the O south lines of Lots 15, 14, and 13, to the most westerly line of said Plat of Schade Palisade Beach Estate; Thence northerly along said west line of said Plat of Schade Palisade Beach Estate to the line of high tide of Puget Sound; Thence northeasterly along said high tide line to its intersection with the north line of Section 12, Township 21 North, Range 3 East, W.M.; Thence easterly along the north line of said Section 12, also being the south line of Section 1, Township 21 North, Range 3 East, W.H., to the North -South centerline of said Section 1; Thence northerly along the North -South centerline of Section 1, Township 21 North, Range 3 Fast, H.M.. to the Government Meander Line, also the northwest corner of Government Lot 2 in said Section 1; Thence easterly along the Government Meander Line, also being the north line of Government Lot 2 and Government Lot 1 in said Section 1, to the Meander Corner on the east line of said Section 1, also being the west line of Section 6, Township 21 North, Range 4 East, W.H.; Thence northerly along the west line of said Section 6 to the llne of Extrerde 'Low Tide of Puget Sound; - e Thence Fa:;lerly and northeasterly along said line of extreme low tide of Puget Sound to its intersection with the east line of said Section 6; Thence southerly along said east line of said section 6 to its intersection with the Government Meander Line, said point also being the intersection of the Government Meander Line and the west lino of Guvernment Lot 4 in Section 5, Township 21 North, Range 4 East, W.M.; Thence northeasterly along said Government Meander Line to its intersection with the north line of Government Lot 4 in said Section 5, also being the south line of Government Lot 5 of Section 32, Township 22 North, Range 4 East, W.M.; Thence northeasterly and northerly along said Government Meander Line to .ts intersection with the north line of Section 32, r{ Township 22 North, Range 4 East, W.M., said line also being the (+t south line of Section 29, Township 22 North, Range 4 East, H.H.; D Thence continuing northerly al said Government Meander Line L4 to is intersection with the East-West centerline of said Section D 29' Thence westerly to the westerly line of the Second Class Tidelands of Puget Sound; Thence iorL;ierly along said westerly line of the Second Class Tidelands of Puget Se-und to its intersection With the westerly extension of a line.489 feet north of and parallel with the south line of Government Lot 2 in said Section 29; Thence easterly along said westerly extension of said line which is 4eo feet north of and parallal with the south line of Government Lot 2 in Section 29 to its intersection with the shoreline of Puget Sound; Thence generally northerly along said shoreline fronting Government Lcts 2 and 1, section 29, Township 22 North, Mange 4 East, W.M., Government Lots 1 through 4, Section 20, Township 22 North, Range 4 East, W.M., and Government Lots 4, 3 and 2, Section 17, Township 2.2 North, Range 4 East, W.M., to its intersection with the south line of the north 439 feet of said Government Lot 2, Section 17; Thence easterly along said south line to its intersection with the centerline of Marine View Drive; Thence southerly along said centerline to the centerline of South 230th Street;. f1� �• 1.' Thence easterly along said centerline to its intersection with the west line of the west 200 feet of Tract 50, Des Moines 2—Acre Tracts,_ according Lo the plat thereof recorded in Volume 10, oage 67, records of King County, Washington, extended northerly; Thence southerly along said northerly extension and said west line to the south line thereof; Thence easterly along said south line to the east line thereof; Thencd northerly along said east line and said east line extended northerly to its intersection with the centerline of South 270th Street; Thence easL=rly along said centerline to its intersection with the cenLerline of loth Avenue South (Bay View Avenue); Thence southerly along said centerline to the south line of Said Des Moines 2—Acre Tracts; Thence westerly along said south line to its intersection with the east line of the north 497.75 fret of the NW 1/4 of the SW 1/4 of the SC 1/4 of Section 11, Township 22 North, Range 4 East, W.M.; Thence southerly along said east line to the south line thereof; Thence westerly along said south line to its intersection with the centerline of Marine View Drive south; Thence southerly and southeasterly along said centerline to its intersection with the westerly extension of the northerly margin of South 240th street; Thence easterly along said westerly extension and said northerly margin to its intersection with the west line of the east 400 feet of the SE 1/4 of the SE 1/4 of section 17; Thence southerly along said west line to the south line thereof; Thence easterly along said south line to its intersection with the northerly extensions of tho north —south centerline of Block 2, Des Moines Waterfront Addition, according to the plat thereof recorded in Volume 4, page 9G, Records of King County, Washington; - Thence southerly along said northerly extension and said centerline to its intersection with the north line pf College Place, according to the plat thereof recorded in Volume 70, page 62, Records of Ring County, Washington; Thence easterly along, nald north line to the east line thereo" O N O N V4 in O M m MOM Thence southerly along said east line and saLd line extended southerly to the centerline of South 242nd Street; Thence�we:;terly along said centerline to its intersection with the northerly extension of the east line of Block 40 of said Plat of Des Moines Waterfront Addition, - Thence southerly along said northerly extension, said east line and said line extended southerly to its intersection with the centerline of South 244th Street; Thence Westerly along said centerline to its intersection with the centerline of llth Avenue South (Packwood Street) as platted in First Railroad Addition to Des Moines according to the plat thereof recorded in Volume 4, page 90, Records of King County, Washington; Thence southerly along said centerline to its intersection with the centerline of South 249th Street as platted in said plat; Thence westerly along said centerline to its inter3ection with the centerline of 10th Avenue South; 'thence southerly along said centerline to its. intersection with the north line of the SW 1/4 of the SE 1/4 of Section 20, Township 22 North, Range 4 East, W.i1.; Thence easterly along said north line to the east line thereof; Thence southerly along said east lice and the east line of W 1/2 of the U E 1/4 of Section 29, Township 22 North, Range 4 East, W.M., to Its intersection with -the centerline of South 264th Street:; Thence easterly along said centerline to its intersection with the northwesterly extension of the west line of Lot 1 of the Plat of Woodmont Park, Division No. 1, as recorded in Volume 25 of Plats, page 40, records of King County, Washington; Thence southwestarly along said northwesterly extension to the northwest corner of Lot 1; Thence southwesterly and southerly along the west line of Lots 11 2, 3, 4, 5, and 6 of said Woodmont Park, Division No. 1, and the southerly extension of the west line of said Lot 6 to its Intersection with the centerline of South 258tti Street;. Thence easterly along said centerline to its intersection with the northerly extension of the north -south centerline of Block 39, Woodmont Beach, according to the plat recorded in Volume 22, peyc 30, Records of King County, Washington; Thence southerly along said northerly extension said north -south Berne:line, said centerline extended southerly, north -south eanterline of Hoch 47 of said plat to its intersection with the north line of Lot 15 of said Bloc% 47; Thence easterly along said north line along said line extended easterly to the centerline of 16th Avenue South; Thence southerly along said centerline to its intersection 6rith the centerline of South 272nd Street; Thence easterly along said centerline to its intersection with the centerline of Pacific Highway South; Thence southwesterly along said centerline to its intersection with the north line of the S 1/2 of the NW 1/4 of the NW /4 of Section 33, T,wnship 22 North, Range 4 East, VI.M.; Thence easterly along said north line and the north line of the S 1/2 of the w 1/2 of the 14 1/2 of the NE 1/4 of the NW 1/4 of said Section 33 to the east line th:re^f; Thence southerly along said east line to the north line of the NE 1/4 of the NW 1/4 of the SE 1/4 of the Rif 1/4 of said Section 33; Thence easterly along said north line to the northeast corner thereof; Thence S 26"28120" E, 292.22' to the most westerly corner of Lot 10, Unrecorded 'Plat of Redondo Heights (most northwesterly corner of Scarborough Division No. 2 according to plat recorded in Volume 132, pages 47 and 4B, Records .of King County, Washington); Thence North 52*161201 East along the northwest line of said Lot 10 (northwesterly line of Scarborough Division No. 2) and its northeasterly extension 1,138.80 feet to its intersection with the centerline of South Star Lake Road, also known as King County Road No. 1969; Thence northwesterly along the centerline of South Star Lake Road to :t3 intersection with a line extended southwesterly at right angles to the northeastern margin of South Star Lake Road from the most wasterly corner of Lot 2 in said Unrecorded Plat; Thence North. 53.29'55" East, as measured at right angles to the northeasterly margin of Star Lake Road, a distance of 30.00 feet to said northeasterly margin and said most westerly corner of Lot 2; Thence North 4B"57'14" East, a distance of 743.27 feet along the northwest line of said Lot 2; - 12 - Thence North 87'36'30" West, a distance of 286.48 feet; Thence North 48"57'14" East, a distance of 442.29 feet to the south margin of South 272nd Street; Thence South 87°36'30" East along said south margin a distance of 327.80 feet to the west margin of Interstate Highway No. 5; Thence northerly along said west margin 50 feet more or less to its intersection with the north line of said Section 33 which is also the south line of Section 28, Township 22 North, Range 4 East, W.M.; Thence South 87°36'30" East along said south line a distance of 375 feet more or less to the northerly extension of -the eastern margin of Interstate Highway No. 5; Thence southerly along the northerly extension of said eastern margin a distance of 50 feet more or less to the southerly line 0 of said eastern margin; Thence easterly, northerly, westerly and northerly along the G east margin of said Primary State Highway No. 1 also known as Interstate Highway No. 5, to the north Line of the South 1/2 of the Southeast 1/4 of said Section 28; 1n G Thence easterly along said north line to the east line of said W Section 28 which is also the west line of Section 27, Township m 22 North, Range 4 East, W.M.; Thence continuing easterly along the north line of the South 1/2 of tha Southwest•1/4 of said Section 27 to the north -south centerline of said Section 27; Thence southerly along said North -South centerline to the south line of said Section 27 and the 1/4 corner common to said Section 27 and Section 34, Township 22 North, Range 4 East, W.M.; Thence easterly along the north line of seid Section 34 to its intersection with the north margin of South 272nd Street; Thence easterly along said north margin to the, east line of the Northwest 1/4 of the Northeast 1/4 of said Section 34; Thence southerly along said east line to the south line of said Northwest 1/4 of the Northeast 1/4; Thence we;t9rly along said south line to the North -South centerline of said Section 34; O N O N v4 lA O m IX) T' - 13 - Thence southerly along said North -South centerline to the north Linz of the Southwest 1/4 of the Northwest 1/4 of the Southeast 1/4 of said Section 34; Thence easterly along said north line to the west line of the East 1/2 of the Northwest 1/4 of the Southeast 1/4 of said Section 34; Thence northerly along said west line to the East-West centerline of said Section 34; Thence easterly along said East-West centerline to east line of said Section 34 which is also the west line of Section 35, Township 22 North, Range 4 East, B.M.; Thence southerly along the west line of said Section 35 to the south line of the North 1/2 of the North 1/2 of the West 1/2 of the Southwest 1/4 of the Southwest 1/4 of said Section 35, ?hence easterly along said south line to the west line of the Northeast 1/4 of the Southwest 1/4 of the Southwest 1/4 of said Section 35; Thence southerly along said west line to the north line of the South 1/2 of the Southwest 1/4 of the Southwest 1/4 of said Section 35; Thence easterly along said north line to the east line of the west 150 feet of the Southeast 1/4 of the Southwest 1/4 of said Section 35; Thence southerly along said east line to the north line of the south 300 feet of the Southwest 1/4 of the Southwest 1/4 of said Section 35; Thence easterly and parallel with the south line of said Section 35 to the east line of Southwest 1/4 of the Southwest 1/4 of said Section 35; Thence continuing easterly on a line extended a distance of 170 feet to a point lying 300 feet north of the south line of said 5action 35; ?hence southerly and parallel with the west line of said section 35 to the north line of Section 2', Township 21 North, Range 4 East, P.M -; Thence continuing southerly parallel with centerline of 56th Avenue South'a distance of 300 feet; Thence easterly and parallel with north line of said Section 2, -a distance oC 90 feet; I - 14 - Thence southerly and parallel wits centerline of 56th Avenue South, a distance of 150.96 feet; Thence easterly and parallel with north linn of said section 2 to the vciat line of the Northeast 1/4 of said Section 2; Thence northerly along said west line to a point lying 351.12 feet south of north line of said Section 2; Thence east along a line 351.12 feet south of and parallel to the north line of said Section 2 to a point 1,106.8 feet west of the east line of said Section 2; Thence south along a line 1,108.8 feet west of and parallel to the east line of said Section 2 to the intersection of a line 1,236 feet north of and parallel to the south line of the Northeast 1/4 of said Section 2; Thence easterly parallel to the south line of said Northeast 1/4 to a point 778 feet west of the east line of Northeast 1/4 of said Section 2; p Thence southerly parallel to the east line of: said :Northeast 1/4 e'1 to the intersection with the northern margin of Meredith Road (65th Avenue South); Thence easterly along the north margin of Meredith Road (65th Avenue South) and the easterly extension of said north margin to the east line of the Northeast 1/4 of said Section 2; 0� (a Thence southerly along said east line to a point lying 1,036.20 feet north of the southeast corner of the Northeast 1/4 of said Section 2; Thence westerly parallel to the south line of said Northeast 1/4 a distance of 1,141.80 feet; Thencr southerly along a line parallel to the east line of said Northeast 1/4 to its intersection with the north line of the south 835.56 feet of the Southeast 1/4 of the Northeast 1/4 of said Section 2; Thence easterly along said north line to its intersection with the eiast line of said Section 2; Thence southerly along said east line to the northeast corner of the Southeast 1/4 of said Section 2; Thence continuing southerly along the east line of said Southeast 1/4' to its intersection with the north line of the South 1/2 of the Southea3t.1/4 of the Northeast 1/4 of the Southeast 1/4 of said Section 2; - 15 - Thence westerly along said north line to its intersection with the east line of the west 130 feet of the said South 1/2 of the Southeast 1/4 of the Northeast 1/4 of the Southeast 1/4, Thence southerly along said east line to its intersection with the north line of the Southeast 1/4 of the Southeast 1/4 of said Section 2; Thence westerly along said north line to its intersection with the east line of the Northwest 1/4 of the Southeast 1/4 of the Southeast 1/4 of said Section 2; Thence southerly, along said east line to its intersection with the south line of the said Northwest 1/4 of the Southeast 1/4 of the Southeast 1/4; Thence westerly along said south line to its intersection with the east line of the west 1/2 of the Southeast 1/4 of said Section 2; Thence southe-ly along said east line to its intersection with the south line of said Section 2, which is also the north line of Section 11, Township 21 North, Range 4 East, W.N.; q4Thence continuing southerly along the east line of the Northwest C�2 1/4 of the Northeast 1/4 of said Section'll to the south line O therecf; C2 Thence westerly along the south line of the Northwest 1/4 of the Northeast 1/4 of said Section 11 to the North -South centerline of sail Section 11; Thence continuing westerly along the north line of the Southeast 1/4 of the Northwest 1/4 of "said Section 11 to the west line thereof; Thence southerly along the west line of said Southeast 1/4 of the Northwest 1/4 to the Cast -West centerline of said Section 11; Thence easterly along said East-West centerline to the east line of the Northwest 1/4 of the Southeast 1/4 of said Section 11; Thence southerly along the east line of said Northwest 1/4 of the Southeast.1/4 to the south line thereof. Thence continuing southerly along the east line of the Southwest 1/4 of Southeast 1/4 of said Section 11 to the south line of said Section 11, also being the north line of Section 14, Township 21 North, Range 4 East, N.M.; Or - 16 - Thence continuing southerly along the east line of Northwest 1/4 of Northeast 1/4 of said Section 14 to the southeast corner thereof; Thence westerly along the north line of the Southwest 1/4 of the Northeast 1/4 of said Section 14, a distance of 39.1 feet to the northwest corner of Lot 1, Plat of Hi -Crest as recorded in Volume 59 of Plats, page 32, records of King County, Washington; Thence southwesterly along the westerly line of said Plat and Plat of Hi -Crest No. 2 as recorded in Volume 64 of Plats, page 58, records of King County, Washington, to the southwest corner of Lot 9 of said Hi -Crest No. 2; Thence easterly along the southerly line of said Lot 9 and the easterly projection thereof 210.0 feet; Thence South 12.55'15" West to the centerline c£ Mt. View Drive; 0 Thence southerly and westerly alo;,g the centerline of Mt. View Drive to the west line of Southeast 1/4 of Section 14, Township O 21 North, Range 4 East, W.Y.., also being the east line of the 0 southwest 1/4 said Section 14; U) Thence southerly along said west line 264.69 feet; O r Thence westerly along the easterly extension of the south line of i Cc) Tract 73 and the southerly lines of Tracts 73 and 74 of West Auburn 1'ive Acre Tracts as recorded in Volume 15 of Plats, page 12, record° of King County, Washington, to the east line of the I West 1/2 of the Southeast 1/4 of the Southwest 1/4 of said Section 14; Thence southerly along the east line of said West 1/2 of the Southwest 1/4 of the Southwest 1/4 to the south line of said Section 14, also being the north line of Section 23, Township 21 -� North, Range 4 East, W.H.; �4 Thence westerly along the north line of said Section 23 to its intersection with the centerline of Grand View Boulevard, also Ei known as 56th Avenue South, to the POINT OF BEGINNING. i X r, f%W—' WAY WA12-k and SnM DISTRICT SEWER ➢mSION P. 0. toy 4249 Frderl WIV, WA 98063 `�`y-:+ �,. pia,• . •„ .s;�. ;• O1 ,ofs 01 E, B REC D F 1 I. 1- a, + y NOTICE OF ADDITIONAL TAP OR CONNECTION CHARGES Z` PURSUANT TO R.C.W. 65.08.170. STATE OF WASHINGTON) ss. County of King )` 12111 The undersigned, being first duly sworn on oath, deposes and says: That he is the duly appointed and acting Manager of Water District No. 124, King County, Washington, and is authorized to file this notice. That the -lands described on the attached Exhibit "A" are subject to additional tap or connection charges before connection for water can be made. The preceise sum payable by any parcel therAA: will be furnished by Water District No. 124, 31628 - 1st Avet'i-e South, F:—:,ral Way, Washington, upon request. K . z ry an ager n WateraDistrict rNo. 124 King County, Washington x - Subscribed and sworn to before me this /4day of — 19 rI r. otary u c 1 or Ln tate + ''• idin of Washington, r�$ g a r, • f . r- REM-RDEP i hl", r•t . REGQI;OS ' tiLECTIT.6 r.- }%I v OUN i Y C.�,_ . - r�scr��esnrM •?�'t" al°. �'r' -• �'.`g F*�F • .•. ^ •r�.•'«�+:.s-rzoeczs�; `a rflN"i s.�. „�?`• f.: t 11 1 A l 1 If/) II LEGAL DESCRIPTION Boundary King County Water District No. 12-1 April 1981 .. .a+,�^.�a'nlu=••+FPS �ti:.' . Beginning at the Northeast corner of the 5�: 1/4 of Section 6, Township 21 North, Range 4 EassE, W.A.; �-0 Thence Westerly along the North line thci•'.' to its inter - CD section with the West line of the East 1/2 of t::,! East 1/2 of the NW 1/4 of the said SE 1/4; jThence Southerly along said West line to ir.s intersection aD with the North line of the SW 1/4 of the said SE 1/4; Thence Westerly along said North line to its intersection with the East line of the West 1/2 of the West 1/2 of the said SW 1/4 of the SE 1/41 Thence Southerly along said East line to its intersection with the North line, of Maltby Terrace, accord: , to plat thereof recorded in volume 91 of plats, page 52, recni:!•. .)f King County, Washington; Thence South 81'01'25' West along said North line 259.23 feet; Thence North 88'50'37" West 30 feet to an !ntersection with the centerline of 8th Avenue Southwest; Thence Southerly along said centerline to ins intersection with the centerline of Robert Maltby Road; Thence Westerly along said centerline of P-ht,rt Maltby Road to its intersection with the Southerly extension of the East line of Lots 6 through 11, Block 6, of Marine view Estates, according to plat thereof recorded in volume 44 or plate, pages 59 and 60, records of King County, Washington; Thence Northerly along said East line and its Southerly uxtension to its intersection with the Southerly ;margin of Southwest 300th street; Thence Weaterly along said Southerly margin to its inter- section with the Westerly margin of 10th Avenue Southwest; Thence Northerly along said Westerly margin to itc inter- section with the centerline of said Southwest 30Oth Street; Thence Westerly along said centerline to its intersection with the Southerly extension of the East line or the West 145 feet of Lots 8 through 13, Block 2, of De Marwcod Addition to King County, according to plat thereof recorded in volume 52 of the plats, pages 4 and 5, records of King County, Washington; Thence Northerly along said East line and its Southerly extension to'ita intersection with the North line of said Lot 8; Thence Westerly along said North line and its Westerly extension to its intersection with the centerliiie of 12th Avenue Southwest; Thence Northerly along said centerline to its intersection with the centerline of Marine -View Drive; ME wv ::�'�� rirt5r4yT/M!�"...•��a..:inn ;.V1rJ�:w+' �:Nt�.l �I:�:i..�'�1 �. ��l�'�Yi • Thence Northeasterly along said centerline of Marine View Drive to its intersection with the South line of the North 340 feet of the NE 1/4 of the SW 1/4 of"'§aid Section 6; Thence Westerly along said South line and the South line of the North 340 feet of Government Lot 5, said section 6 to its intersection with the West line thereof, which is Also the East line of Section 1, Township 21 North, Range 3 Cast, W.M.; Thence Southerly along said East line to its intersection with the North line of the South 1/2 of the SE 1/4 ,f said _ Section 1; rr. J Thence Westerly aloha said North line to its intersection with the East line of Government Lot 2, said Section 1; Thence Northerly along said East line to its intersection with the North line of said Government Lot 2; Thence Westerly along said North line to its intersection with the West line of the East 275 feet of said Government Lot 2; Thence Southerly along said West line to Its intersection with the North line of the South 530 feet of said Government Lot 2; Thence Westerly along said North line to itn Intersection with the Enat line of the West 677.12 feet of said Government Lot 2; Thence Northerly along said East line to its intersection with the North line of said Government Lot 2; Thence Wecterly along said North line to its intersection with the Weet line of the Southeast 1/4 of said Section 1; Thence Southerly along said West line to ite intersection with the North line of Section 121 Township 21 North, Range 3 East, W.H.; Thence Westerly along said North line and the North line of Lot 2, Block 7, of Lakota, according to plat thereof recordeJ in volume 21 of plats, page 33, records of King County, Washington, to its intersection with the Easterly margin of Virginia Avenue; Thence Southerly along said Easterly margin to its inter- section with the Easterly Extension of the North line nf Lot 8, clock 6, said Lakotat Thence Werterly along said North line and its Easterly extension to ita intersection with the West line of said Block 6; Thence Southerly along said West line to its intersection with the North line of the South 1/2 of the NW 1/4 of said Section 12; Thence Westerly along said North line to its intersection with the West line of said Section 121 Thence Southerly along said West line and the West line of Sections 13 and 24, all in Township 21 North, range 3 East, W.M., to its intersection with a line which is 1,25 feet South of and parallel with the North line of said Secti=•n 241 lkhence Easterly _along said parallel line to in.s'intersection with a line which is 150 feet East of and parallel ;rith the East lint of the West 1/2 of the West 1/2 of isaid. Section 24; -2- r T J J LID Thence Southerly along said parallel line to its inter- section with the Southwestern boundary line of King County; Thence Southeasterly along said boundary line to its inter- section with the East line of Section 25, Township 21 North, Range 3 East, H.H., which is also the West line of Section 30, Township 21 North, Range 4 East, W.M.1 Thence continuing Southeasterly along said boundary line through Sections 30 and 31, to its intersection with the West line of Section 321 Thence Southerly along said West line to its intersection with the South line of said Section 321 Thence Easterly along said South line, and the South line of Sections 33, 34 and 35 to a point which is 600 feet Easterly of the Southwest corner of the SE 1/4 of the SW 1/4 of said Section 35 all in Township 21-North, Range 4 East, W.M.; Thence Northerly to a point on the South line of the North 1/2 of the said SE 1/4 of the SW 1/4 which is 450 feet Easterly of the Southwest corner thereof) Thence Northerly to a point on the South line of the North 1/2 of the said SW 1/4 which is 350 feet Easterly of the West line of the East 1/2 of the said SW 1/4; Thence Easterly along said South line to a point which is 30 feet Southerly of, and at right angles to, a point on the South line of Lot 6, Block 17, of C.D. Hillman's Pacific City Addition to City of Seattle, Division No. 1, nccording to plat thereof recorded in volume 13 of plats, page 64, records of King County, Washington, which is 275 feet Easterly of the Southwest corner thereof; Thence Northerly to a point on the North line of said Lot 6 which is 240 feet Easterly of the Northwest corner thereofr Thence Westerly 240 feet along said North line to its intersection with the East line of Lot 5, Enid Block 171 Thence Northerly along said East line to the Southeast corner of Lot 10, said Block 171 Thence Westerly along the South line of said Lot 10 to the Southeast corner of Lot 11, said Block 171 Thence Northerly along the Enst line of said Lot 11 to its intersection with a line which is 150 feet Southerly of and parallel with the North line of said Lot 11; Thence Westerly along said parallel line to is intersection with the West line of said Lot 111 Thence Northerly along said West line and its Northerly extension to its intersection with the South line of Lot 3, Block 18, of said C.D. Hillman's Pacific City Addition to t•=:_V City of Seattle, -Division No. 11 Thence Easterly along said South line to the Southwest • ' corner of Lot 4, said Block 18; Thence Northerly along -the West line of said Lot 4 to its intersection with a line which is 150 feet Northerly of and parallel with the South line of said Lot 41 Thence Easterly along said parallel line to ita-i"htersection EA with the West line of Lot 5, said Block 181 fl, -3- Thence Northeasterly to a point on Lhe East line of s-.id Lot 5 which is 100 feet Southerly of the Northeast corner thereof; L- Thence Northerly along said East line 100 feet to the Southwest corner of Lot 8, said Block 181 Thence Easterly along the South line of Bald Lot 8 to its intersection with a line which is 120 feet Easterly of and parallel with the West line of said Lot 8; Thence Northerly along said parallel line to its intersection with the South line of the North 1/2 of the NW 1/4 of said CM Section 35, which is also the North li�:j of the Town of Pacific O and the South line, of Jovita Heights, according to plat thereof O recorded in volume 30 of plats, pages 12A, 12B, 12C, 12D, 12E, jand 12F, records of King County, Washington; w Thence North 89046109" West along said South line to a point which is South 0'13151" West from a point on the South line of Lot 36, Block 143, said Jovita Heights, which is 250 keel Easterly of the Southwest corner thereof; Thence North 0'13151" East to the said Louth line of Lot 36; r Thence Northwesterly to a point on the Northwesterly line of said Lot 36 which is 250 feet Northeasterly of the Southwest corner thereof! Thence Northeasterly to the Northeast corner of Lot 35, avid Block 14.31 Thence Northwesterly along the Northeasterly line of Lots 35 through 26, said Block 143 to the most Northerly corner of said Lot 261 Thence Northerly along the Easterly line of Lota 13 through 4 said Block 143, to its intersection with the South line of Lot 3, said Block 1431 Thence Easterly along said South line and its Easterly extension to its intersection with the centerline of Oregon Drive; Thence Northerly along said centerline to its intersection with the Southwesterly extension of the South line of Lot 10, Block 145, said Jovita Heightal Thence Northeasterly along said South line and its South- wnsterly extension to -the most Easterly corner of said Lot 101 Thence Westerly along the North line of said Lot 10 and its Westerly extension to its intersection with the centerline of Ohio Drivel Thence Northerly along said centerline to its intersection with the Southeasterly extension of the Northerly line of Lot 39, Block 146, maid Jovita Heights? Thence Northwesterly along said Northerly line and its Southeasterly extension to the most Northerly corner of said Lot 391 Thence Southwesterly 35 feet more or less.to an angle point on the centerline of Oregon Drive; Thence North 60'02121" West -along said centerline. 75.97 feet? -4- r. . � ; H. �i � �.I;n:y+�::+'7i•��!'diFTtiy:`��'L'�L"1�w�'��w�.;����� 4 •7�'4"4: s�aC.y�W. ��C.�i ��' . T O O .D J WE Thence continuing along said centerline South 69'50'09" West 141.70 feet to its intersection with the renterline of Grandview Boulevard; Thence Northerly and Northeasterly along the centerline of said Grandview Boulevard to its intersection with the North westerly extension of the Southwesterly line of Lot 36 said Block 146; Thence Southeasterly along said Northwesterly extension and the Southwesterly line of said Lot 36 and its Southeasterly extension to its intersection with the centerline of Ohio Drive; Thence North 71'43'29' East along said centerline to an angle point therein; Thence continuing along said centerline South 72*52'21•" East 123.27 feet; Thence continuing along said centerline North 43'45'39' East 98.66 feet; Thence continuing along said centerline North 1'03111' West 100.98 feet; Thence Northwesterly 45 feet more or less to the most Westerly corner of Lot 40, said Block 146; Thence Northeasterly along the Northwesterly line of said Lot 40 to the most Northerly corner thereof which is also the Southeast corner of T-ot 20, said Block 1461 Thence Noi':herly along the East line of Lots 20 through 6, said Block 146, to the Northeast corner of said Lot 6; Thence Westerly along the North line of said Lot 6 and its Westerly extension to its intersection with the centerline of Grandview Boulevard; Thence Northerly along said centerline to its intersection with the Westerly extension of the South line of Lot 34, Block 83, said Jovita Heights; Thence Easterly along said Wastorly extension and the South V , of Lot :14 and its Easterly extension to its inter- section with the centerline of Rainier Avenua; Thence Northerly along said centerline to its intersection with the Easterly extension Of the Worth line of Lot 24, said Block 631 Thence slestarly along said Easterly extension and the North line of Lot 24 and its Westerly extension to its intersection with the centerline of Grandview Boulevard; Thence Northerly along said centerline to its intersection with the centerline of Pennsylvania Avenue; Thence Northerly along the centerline of Pennsylvania Avenue to its intersection with the centerline of Grandview Boulevard; _�•z'..�:�.'i'�°.ii'.t�;, 1'P'•�"•'�''rti`.;.f���:r[rs%.�?�nti�,v'l�i�'il�+at�ck�:[��Na�.: .. ... ..�.t.a�.�,r,'... ..-.. Thence Northerly along the centerline of Grandview Boulevard to its intersection with the North line of said Jovita Heights, which is also the North lints of Section%23, Towne~ip 21 North, Range 4 East, W.M.; Thence Westerly along the North line of said Section 23 to the Northwest corner thereof, which is also thesoutheast cornet: of Section 15, Township 21 We3t, Range 4 East, W.M.; Thence Westerly along the South line of said Section 15 to its intersection with the centerline of Military Riad; Thence Northwesterly along said centerline to its intersec- tion with the South line of the North 1/2 of the SE 1/4 of said Section 15; Thence Easterly along said South line and the South line of the North 1/2 of the SW 1/4 of Section 14, Township 21 North, JRange 4 East, W.H., to the Southeast corner :hereof; CO Thence Northerly 264.69 feet along the East line of the said SW 1/4 to its intersection with the centerline of Mt. view Drive (South 331st Street); Thence Easterly and Northerly along said centerline to its most Northerly intersection With the Southerly extension of a line which is 210 feet Easterly of and parallel with the West lire, of Hi -Crest No. 2 Addition to King County, according to plat thereof recorded in volume 64 of plats, page 58, records of King County, Washingtont Thence Northerly along said parallel line to its intersection with the South line of said Ai -Crest No. 2 Addition to King County; Thence Westerly along said South line 210 feet to its Intersection with the West line of said Hi -Crest No. 2 Addition to King County) Thence Northerly along said West line and the West line, of Hi -Crest Addition to Xing County, according to plat thereof recorded in volume 59 of plats, page 32, records of King County Washington, to its intersection with the South line of the NW 1/4 of the NE 1/4 of said Section 141 Thence Easterly along said South line 39.1 feet to its intersectior with the East line of the said NW 1/4 of the NE 1/4 of Section. 141- Thence Northerly along said East line and the Ear`. line of the SW 1/4 of the BE 1/4 of Section il, Township 21 North, .range 4 East, W.M., to its intersection with the North line of the South 1/2 of the South 1/2 of said Section 111 Thence Westerly along said North line to its intersection With the East line of the West 1/2 of the West 1/2 of said Section 11; Thence Northerly along said East line to its Intersection with the South line of the North 1/2 of the North 1/2 of said Section 11; Thence Easterly along said South line to its intersection with the East line of the West 1/2 of the East 1/2 of said Section 111 -6- Nook.,. 1 5� Thence Northerly along said Cast line and the East line rc +: '1 0[ the Fleet 1/2 0[ the SE 1/4 of Section 2, Township 21 North, its intersection with the South line of Range;4 East, W.M., to SE 1/4 of the said SE 1/4 of Section 2; the NW 1/4 of the Thence Easterly along said South line to its intersection with the East line of the said NW 1/4 of the SE 1/4 of the SE 1/4 of section 2; t Thence Northerly along said East line to its lnteraectirn i with the South line of the SE 1/4 of the NE 1/4 of the said t s SE 1/4 Of Section 2; t Thence Easterly along said South line to its intersection ' with the East line of the West 130 feet of the said SE 1/4 of tht WE 1/4 of the SE 1/4 of said Section 2; `D Thence Northerly along said East line to its intersection ;r+ — q3 with the South line of the .North 1/2 of the said SE 1/4 of the � 1.1E 1/4 of the SE 1/4 of said Section 2; Thence Easterly along said South line to its intersection with the East line of said Section 2; ! Thence Northerly along said East line to its intersection } with the North line of the South 835.56 feet of the NE 1/4 of said Section 2; ti Thence Westerly along said North line to its intersection ; with a line which is 166.66 feet Easterly of (as measured along the North line of said Section 2) and parallel with the East line of the West 1/2 of the said NE 1/4 of Section 2; c Thence Northerly along said parallel line to its intersection s with a line which is 836.22 feet Southerly of (as measured line the West 1/2 of the NE 1/4 of Section along the said East of 2) and parallel with the South line of the North 351.12 feet of >; the said NE 1/4 of Section-2 (as measured along the West line thereof); Thence Easterly along said parallel line 33.34 feet; Thence Northerly 836.22 feet parallel with the said East - ��; s line of -the West 1/2 of the NE 1/4 of Section 2; g,• Thence Westerly parallel with the North line of t`.c szid NE 1/4 of Section 2 to a point on the East line of khe NW 1/4 of said Section 2 which is 351.12 feet Southerly of the Northeast-= r corner thereof; The Southerly along said East line to its intersection' with the South line of the North 450.96 feet of the said NW 1/4 (as -measured along the West line of the East 1/2 of the =• said east 1/4); F- <' Thence Westerly along the said South line of the North 450.96 feet to its intersection with the following described line.• Beginning at the intersection of tl.; North line of the South�3o0 felt of the SW 1/4 o2 Section 35, Township 22 North, Range 4jLast, W.Me, (as measured along the Nest line thereof) with the Went line of the S6 1/4 of the said SW 1/4; thence .�;;. [astet<ly along id North line 170 feetl thence southerly 300 7arallel feet with the West line of said elf 1/4 to an intersection 1, with �h'6,.North line of the Ulf 1/1 of -said teetidn 2, thence East 1/2 of aouth4lrly 300'feet parallel with the�fest line of th* the siiANFf 1/4, thence masterly 90 feet parallel with the North *• said MW -1/4s thence southerly 1SO.f4 feet psr611e1 1/i of the said M with, hest line oL !!H Ras't tf 1/4 to the said -. inte on with the, Soutb line oC..the (forth 00.16 f..c; A• �/ •���,�s.�r�t.,t �;i��.r�t•-�.•s.+a•..''rr-z;r�,�`4�ti'�' ✓�w��i ;�: ;F���= 'err - _'.'�� ki;.:`-, . 7"•'S"es1i Thence Northerly 150.96 feet parallel w. -� West line r of the East 1/2 of the said NW 1/4; Thence Westerly 90 feet parallel with t'• -^•rth line of the ' said '1W 1/47 r' ` ' Thence Northerly 300 feet parallel wit„ intersc.-'_inn ,est line of with the South E the East 1/2 of the said NW 1/4 to an t i line of the SW 1/4 of said Section 351 Thence Northerly 300 feet parallel wit1, ;cst line of .T the said SW 1/41 s { O Thence Westerly 170 feet parallel with oath line of .O the said SW 1/4 to an intersection with the line of the SW r J 1/4 of the said SW 1/4 of Section 35; s w Thence continuing Westerly parallel wit South line % of the said SW 1/4 of Section 35 to an intc: iCn with the SW 1/4 of the East line of the West 150 feet of the BE 1/4 k,i tF,e said SW 1/4 of Section 351 Thence Northerly along said East line t:• .' intersection with the North line of the said BE 1/4 of th, :,,; 1/4 of the SW 1/4 of Section 35; 'v ;, Thence Westerly along said North line t its Intersection with the East line of the NW 1/4 of the SW 1,,i nr the SW 1/4 f of Section 151 Thence* Northerly along said East line t, it. Intersection with the North line of -the South 1/2 of the :,ii,1 tow 1/4 of the sw 1/4 of the SW 1/4 of Section 351 Thence westerly along said North line tc. its intersection with the East line of the BE 1/4 of Sectio, '-1, '1•oanship 22 f North, Range 4 East, W.M.1 " Thence Northerly along said East line to its intersection with the North line of the said BE 1/4) Thence Westerly along said North line to its intersection r»; with the West line of the Eest 1/2 of the Nw 1/4 of the said BE F'• 1/41 - •. Thence Southerly along said West line 1- li.n Intersection with the North line of the South 1/2 of the 1;w 1/4 of the said BE 1/41 ` ?hence Westerly along said North line to i+.n intersection with the West line of the said BE 1/4 of Section 341 Thence Southerly along aald West line to its intersect.•)n with the North line o! the South 1/2 of the south 1/2 of said 2 ��l =•:�; Section 341 :••''1: ;'''? Thence Westerly along said North line and the North line of `'y'' E~= the South 1/2 of the South 1/2 of Section 33, 'township 22 .•'r' s`s �•�.,••'.:�,;;�; North; Range 4 East, N.M., to its intersection with the westerly ts� 1 `: f . margin of Primary State Highway No. i (SR 5) ; :hence Northerly along said Westerly m;rgln to its inter- .•. section with the North line of the BE 1/4 of'Eaid Section 331 Thence Westerly along said North line to the Southeast N c►. rr. corner of the NW.1/4 of said Section 331 -8- ,r O 0 A. •i•!x'.L rY :•�.iy5enri 1• .�.,r� Y+wr.Y( !.y+.N'+�•�'ilG�d"�r.'A.f �w "�1iL�r: a. �. ...fin .,ay:'� .r..s -a�,rSS�'6.s.f�`.�,l.ay''�en•�.. tars{h+s.,L. �:-rP�'�Y6.. �'�`.�"'�... Thence Northwesterly to the Southeast cotnf`r of the West 1/2 of the NF. 1/4 of the said 1,W 1/41 Thence Westerly along the south line of said Went 1/2 to its intersection with the East line of I, West 1/2 of the said Wcst 1/2 of the NE 1/4 of the NW 1/1; Thence Northerly &long said East line to Its intersection with the North line of the South 1/2 of the r,,,! ! uE 1/4 of the NW 1/4; Thence Westerly along said North line, t,, !1— intersection with the West line of the East 1/2 of the d;,!:I 1/41 Thence Southerly along said West line to its intersection with the North line of the South 1/2 of the said 14W 1/41 Thence Westerly along said North line to Its intersection with the centerline of Primary State Highway "o• 1 (U,S. Highway 99)1 Thence Southerly along said centerline to its intersection with the North line of the SW 1/4 of said Section 33; ;,hence Westerly along said North line nrt! the North line of the SE 1/4 of Section 32, Township 22 North, I!nnge 4 East, W.M., to its intersection with the West line of the nest 1/2 of the East 1/2 of the said 8E 1/41 Thence Southerly along said West line to its intersection with the North line of the SE 1/4 of the said SE 1/4 of Section 321 Thence Westerly along said North line to Its intersection with the Northerly extension of the Westerly margin of 13th Avenue South (Asbury Avenue); Thence Southerly along said Westerly mn!-,!In and its Northerly and Southerly extensions to its intersections with the South line of the said SE 1/4 of Section 321 Thence Westerly along said South line to its intereart ion with the centerline of Redondo Way South. Thence Northerly along said centerline to its intersection with the Easterly extension of the North lino of Lot 70, of marine hills East I 76cand,reordsofKingCounty, Waahingtonl accordieof ng in volume 87 of plats, pages Thence Westerly along said North line and its Easterly extension, and continuing Westerly and Souther;; along the Northerly and Westerly line of said Marine Hil)t East to the most Northerly corner of Lot 76, said Marine dills East, which is also the most Easterly corner of Lot 6, of Marine Hills Ho, 17, according to plat thereof !r[ corded in volume 9tonf plats, pages so, 51 and 52,records Thence Northwesterly and Southwesterly along the North- easterly.and Northwesterly line of said Marine Hills No. 17 to the Northeast corner, of Marine Hills WCs,according 54 nto Plat thereof recorded in volume 98 of Plats, pages 55, records of Ring County, Washington; Thence Westerly, Southerly and Easterly along the Northerly, Westerly and Southerly line of said Marine Hills West to its intersection with the West line of the East 1/2 of the NW 1/4 of Section 5, Township 21 Ncirth, Range 4 East, W.M.1 to, ME M Thence Southerly along said West line to its intersection with the North line of the South 1/2 of the said NW 1/4. Thence Westerly along said North line to its intersection with the East line of Section 6, Township 21 North, Range 4 East, W.M.; Thence Southerly along said east line to the Northeast 4 corner of the SE 1/4 of said Section 6 and the Point of Beginning. t FJ 1 501 �- !- 1? -!- - r-i n t r)n-m,,,z.t to WATEn DIS7-9[CT #12. P-0- 42,49 FECVA; WA,, WA 980o3 M i AGREEMENT FOR PERPETUAL EASEMENT . This Agreement for perpetual Easement ("Agreement") is dated r } effective this 3rd day of August, 1995 and is entered into between r the city of Federal Way, a Washington municipal corporation $ ("city") and Robert L. Wright, an individual, ("Wright"). l A. The City intends to construct and maintain the Eitts Corner/South 336th regional detention and wetland/stream restoration project ("Project") as a public project located on real property within the City; ; B.' Wright owns real property within the City, portion(s) of o which are required by the City for its Project; e C. The City has notified Wright that the City has t ened to condemn an interest in the Wright property for the Project; and D. It is in the best interest of Wright and the City to reach a voluntary agreement regarding the transfer of the property from $: Wright to the City without the need for condemnation litigation, if the parties can agree to the terms and conditions of such transfer. NoW, THEREFORE, the City and Wright enter into this Agreement for good and valuable consideration, the sufficiency and adequacy of which is acknowledged, in order to effect an appropriate property interest transfer to the City on the following terms and conditions: 1. Easement ea. Wright shall convey at closing a permanent exclusive easement to the city by fully executing, delivering and recording an easement in the form attached hereto as Exhibit "A" and incorporated herein by this reference ("Permanent Easement"). The Permanent Easement affects the Wright real property tax parcel 202.104-9051 as legally described and as drawn in Exhibit "B", pages 1 and 2, attached hereto and incorporated by this reference ("Property"). 2. Purr a e PrLcae. The City shall pay, by certified check, to Wright the sum of Four Hundred Fifty -Throe Thousand Five Hundred Eighty -Nine Dollars and Sixty -Eight cents ($453,589.68) at closing. 3. Title. 3.1 ConditionTitle to the Permanent Easement is to be free of all encumbrances or defects other than general exclusions and. exceptions approved by the City. Encumbrances to,be discharged by Wright shall be paid by Wright on or before closing. -1- EXCISE 'TAX NOT REQUIRED ORIGINAL s AL 3_2 TitleTitle Insurance. The city shall, at the city's expense, immediately upon execution by the parties to this Agreement, apply .ti for an ALTF standard form of Owner's policy of title insurance issued by stewart Title company of Washington, Inc. _ The preliminary commitment thereto, and the title policy to be issued, shall contain no exceptions other than general exclusions and exceptions approved by the City. if title cannot be made so insurable prior to the closing date, this Agreement shall be E; terminated. The city may elect to Waive any such defects or encumbrances_ 3.3 future Encumbrances. Wright shall be prohibited from ji- encumbering the -permanent Easement in any manner following the full execution of this Agreement. 4_ C os im 4.1 CICEiDg. This sale shall be closed on or before j.; September a, 1995 after the City's satisfaction of the ,. contingencies set forth in Section 5.1 herein, or at another -time agreed to in writing by the parties; provided, however, that the p parties agree to extend the closing date for an additional two (2) W weeks if the need for such extension exists in order for the city G to satisfy the contingencies. i r4 t' T 4.1 closing Costs. T xes and Proration . Each party shall pay its own closing costs. Wright shall pay any real estate excise tax and revenue stamps. Parties shall pay those standard closing casts accruing to the date of closing on or before the date of closing. Upon closing, Wright will promptly apply for and diligently pursue appropriate reevaluation with the King County Assessor of that portion of the Property subject to the Permanent Easement. The City shall support such reevaluation by writing a letter to King County and agrees to pay to Wright at least ten (10) days before due and after receipt of a copy of the Icing County tax statement, the pro rats portion of the zeal property taxes applicable to the fair market value of the Permanent Easement area equal to 34.6i of the total taxes owed on the Property from closing until the first half, 1996 payment. upon such reevaluation, and any refund issued by the King County Assessor, Wright shall pay to the city the monies the City previously paid for such real property taxes. The city's obligation to pay such taxes terminates on April 30, 1996 regardless of whether or not Wright has obtained the requested reevaluation. 4.3 possess o . The city shall be entitled to possession of the Permanent Easement at closing. 5. Conti - c s. 5.1 T e Go t' cies. The City's obligations under this Agreement are conditioned upon and subject to the City's _2- 0 satisfaction, in its sole discretion, or the City,s written waiver of the following contingencies: (a) Final approval of this Agreement by the City Council of Federal Way; (b) The absence of any violation, for which notice has been given, of federal, state or city laws including without limitation, all City codes, ordinances, resolutions, regulations, standards and policies, as now existing or hereafter adopted or amendedi effecting the use, occupancy or condition of the Permanent Easement; (c) The pendency or threat of any litigation or proceeding relating to the Property and/or the Permanent Easement; or (d) Any material change in the Property, the Permanent Easement or the improvements on the Property occurring after the execution of this Agreement. 5.2 The City shall have three (3) weeks following execution of this Agreement in which to notify, pursuant to section 15.9, Wright that it has satisfied, has waived p satisfaction of the contingencies or has elected to terminate this GD Agreement pursuant to such contingencies. O Ri 5.3 &%piration of CoUtiU920cY Period- If Wright does not rl Greceive the notice required by Section 5.2 prior to the closing :n date, this Agreement shall terminate. 6, city ev la ent Ca t' s. Wright may utilize the Permanent Easement area consisting of approximately 173,613 square feet in complying with any existing or future City code requirements for open Apace, green belt, or maximum lot coverage, as a result of 1Vright+s development on the Property. 7, ilicersse. Wright hereby grants a license to the City, its agents or representatives to enter upon the remaining Property legally described in Exhibit "C++ to place soils excavated for its Project as an engineered fill on the Property, to use the Property for a temporary earthwork disposal area, a temporary intercepter ditch and for a temporary stockpile area, subject to the following terms and conditions: a) Filling of the Property shall be pursuant to the grading and fill plan attached hereto as Exhibit I'D" and incorporated herein by this reference ("Plan") and pursuant to the terms of any permit issued based upon the Plan. The City shall, at its cost, satisfy any condition of mitigation, restoration and/or replacement resulting from this grading/filling. The City agrees that the -3- • L—J specifications delivered to Wright on July 31, 1995, will be used by the City in bidding at this �:. project; provided, however, that Wright shall have no independent cause of action or claim pursuant to •`�'� such specifications. The City shall have no obligation to place fill on the Property exceeding the usable fill resulting from its excavation. The E City shall determine what fill is usable in its sole discretion. The City shall have no obligation .' to construct any structural components or improvements in connection with placing such fill i and/or to incur any additional costs other than moving the available fill from the Project and placing it on the Property pursuant to the Plan and pursuant to all permits. b) By wright's execution of this Agreement, he acknowledges receipt and his approval of the Plan. c) Wright agrees to indemnify, defend and hold the city harmless from and against any and all liabilities, claims or damages (including attorney r fees and costs) resulting from the field condition and structural support characteristics of t e j p existing fill on the Property. ;• d) This license grants to the city control of the I' O Property during the city's grading and filling i J7 activities. Any use by Wright of the Property shall in no way interfere with the city's use of the Property. This license will revoke upon the •i city's completion of the grading and filling activity; provided, however, that such revocation will not affect the city's right of reasonable access to the Permanent Easement over and across the Property to enable the City to exercise its rights pursuant to the Permanent Easement. a. Storm Water Drain City shall provide in its Project sufficient storage volumes to handle treated storm water discharges from the Property under a maximum developed condition. Accordingly, the city agrees that Wright, his heirs, assigns and/or successors, shall not be required to provide any on -site retention/detention-facilities for storm water on the Property as a result of his initial development and the city shall provide such compensating storage within. its Project; provided, however, that the city makes no such accommodation for any redevelopment of the Property and such redevelopment will be required to comply with all applicable city codes and conditions. Wright, his heirs, assigns and/'or successors, shall install at Wright's expense, facilities for direct discharge of treated storm water from the Property to the City's Project. 9. Permits. The City is currently seeking various permits and other• governmental licenses as a condition precedent to -4- • D, J I constructing its Project. The City shall review and amend as necessary ail Project permit applications no later than December 31, 1995 to assure all permits and approvals being applied for will allow and authorize the work and/or activities described in Sections 7 and 8 of this Agreement. 10. EMMIt oce s In the event Wright, his heirs, assigns and/or successors, applies to the City for permit(s) to develop the Property, the City agrees to reasonably expedite the proceesi.ng of any such complete application, provided, however, that such application will be treated in the same manner as other city applications. The City is bound in such processing to fully effect the terms and conditions in Section 6 of this Agreement. Nothing in this section or in this Agreement relieves Wright of his obligation to comply with all applicable laws, codas, rules, regulations and/or permitting requirements. 11. Wrinht's Representations and Warrn&irts- 11.1 Environmtntal CoOition . Wright acknowledges that it is Wright's obligation, at his sole cost and expense to comply or ensure compliance with all federal, state, foreign and local laws O or administrative orders with respect to the environmental �p conditions existing on the Permanent Easement at closing. O 11.2 Wright represents and warrants that the C� Permanent Easement is not subject to any leases, tenancies or O rights of persons in possession. YJ 11.3 t e ct. Wright is unaware of any material defect in the Permanent Easement. 12. con_t_ractin for Grag. In the event arky permit is issued by the City for development of the Property, and the City enters into a contract with Wright for Wright to perform the grading work described. in the grading permit, Wright, his heirs, assigns and/or successors may conduct, at his expense, grading/filling beginning at his eastern boundary consistent with the terms and limitations of the City's grading/filling permit as necessary to establish proper grades/foundation. 13. prafti_aq. Thi's Agreement has been mutually drafted by the parties and in the event of any dispute, terms and conditions will not be construed or applied against any party as a drafter. 14. The terms, covenants, representations and warranties contained in this Agreement shall not merge in the Permanent Easement, but shall survive the closing. 15. General conditions. 15.1 Performance. Time is of the essence to this Agreement. -5- s 15.2 Entire Acrl eem t. This Agreement contains all of the agreements of the parties with respect to any matter covered or mentioned in this Agreement and no prior agreements or understandings pertaining to any such matters shall be effective for any purpose. 15.3 Modi.`jcat — No provision of this Agreement may be amended or added to except by agreement in writing signed by the parties. 15.4 fall FDrGe and -Eff-ect. Any provision of this Agreement which is declared invalid, void or illegal shall in no way affect, impair, or invalidate any other provision hereof and such other provisions shall remain in full force and effect. 15.5 Governing Law. This Agreement shall be made in and shall be governed by and interpreted in accordance with the laws of the State of Washington_ 15.6 Captions. The respective captions of the paragraphs of this Agreement are inserted for convenience of reference only and shall not be deemed to modify or otherwise affect in any respect any of the provisions of this Agreement. 15.7 AuthQ t� Zx cute. Each party warrants that it has specific authority to execute this Agreement. 15.8 Recordirtq. Upon full execution, this Agreement shall be recorded with the King County Department of Records. 15.9 NoticeB. Any notices required to be given to the parties shall be delivered to the parties at the following addresses either personally delivered or by depositing the notice in the United States mail, postage prepaid (any notice so posted shall be deemed received three (3) days after the date of mailing): City of Federal Way, c/o Londi K. Lindell, City Attorney, 33530 1st Way South, Federal Way, WA 98003, and Robert L. Wright, c/o HAGGARD LAW OFFICE, IBM Bldg., Suite 1200, 1200 Fifth Ave., Seattle, WA 98101. WRIGHT Ro e t _ Wr c/o HAGGARD LAW ICE IBM Bldg., Suite 1200 1200 Fifth Ave. Seattle, WA 98101 -6- CITY OF FEDERAL WAY a municipal corporation of the State of Washington enneth E. Nyberg/ Its: City Manager --- 33530 1st Way -South Federal Way, WA 98003 0 ATTES ( r r Ci y Clerk, N. Chr st a Green, CMC APPROVED AS TO FORM: City Attorney, Londi K. Lindell td O STATE OF WASHINGTON ) O ) 6s. [INDIVIDUAL NOTARY] V COUNTY OF KING ) or, this day personally -appeared before me, the undersigned Notary Public in and for the State of Washington, duly commissioned and sworn, Robert L. Wright, to me known to be the individual described in and who executed the foregoing instrument, and on oath swore that he executed the foregoing instrument as his free and voluntary act and deed for the uses and purposes therein mentioned. GIVEN my hand and official seal this day of 1995. (notary signature) (typed/pr nted name of notary) Notary Public in and for the State of Washington My commission expired: -7- i �l = r•' lir ylrt ATTEST: lSl�i I City Clerk, N. Christine Green, CMC APPROVED AS TO FORM: o ey, Lindell rD Q -H C STATE OF WASHINGTON ) in ) ss. (INDIVIDUAL NOTARY) Q7 COUNTY OF KING ) on this day personally appeared before me, the undersigned Notary Public in and for the State of Washington, duly commissioned and sworn, Robert L. Wright, to me known to be the individual described in and who executed the foregoing instrument, and on oath swore that he executed the foregoing instrument as his free and voluntary act and deed for the uses and purposes therein me *boned _ G y-• hand and official day o . 1995. aq�this i f'' ' ,l�+'''S• notary sign u ) tYpad/pri'fed name of notary) Notary Public in d for th St of �r�•'' �r, Washington �vxr 1� My •- ; i ,''`a� commicsZdn eupires:7� -7- :r* STATE OF WASHINGTON ) ) Ba. t( COUNTY OF KING ) On this day personally appeared before mar the undersigned Notary Public in and for the State of Washington, duly commissioned and sworn, Kenneth E. Nyberg, to me known to be the city Kanager of the City of Federal Way, a Washington municipal corporation, the corporation that eXecuted the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute the said instrument. GIVEN my hand and official seal this 3 lS�t_ day of 1995. ROB��,r wNO �y (notary signature) 01. i' uC (typed/printed name of notary) 'INct Notary Public in and for the State +r11 OL WA'� of Washington. •� My commission expires:l 9� O K:\&cumnt\wr1 Ohtl_fin B:31-95 (95-098) io 03 I -8- ■" M e r. EXHIBIT "All FILED FOR RECORD AT REQUEST OF: City of Federal Way MAIL TO: City of Federal way �~• 33530 let Way south Federal Way, WA 98003 ATTVi Saff Pratt EASEMENT FOR DRAINAGE FACILITIES FOR 336TH/KITTS CORNER PROJECT For and consideration of One Dollar ($1.0D) and other valuable consideration, the receipt of which is hereby acknowledged, Robert " L, Wright, an individual, ("Grantor") grants, conveys and Warrants to the CITY OF FEDERAL WAY, a Washington Municipal Corporation i- ("Grantee") for the purposes hereinafter set forth a perpetual exclusive: easement under, across and over certain real property (the "Property") located in Federal O Way, Washington, legally described as follows: [See Exhibit "A" attached hereto and incorporated herein zi p by this reference.] Except as may be otherwise set forth herein, Grantee's rights shall be i exercised only upon that portion of the Property ("Easement Area") legally described as follows: [See Exhibit "B" attached hereto and incorporated herein by this reference.] 1. PkLPose. Grantee and its agents, designees and/or assigns shall have the exclusive perpetual right, without prior notice to Grantor, at such tames as deemed necessary by Grantee, to enter upon the Easement to inspect., construct, reconstruct, operate, maintain, repair, replace, grade, excavate and enlarge al1 surface water drainage facilities including, but not limited to, underground facilities and/or systems upon and under the Easement Area, together with all necessary or convenient appurtenances thereto, including without limitation, pipes, catch basins, retention and detention facilities, ponds, biofiltration swales, ditches, water quality treatment facilities vaults and semi -buried or ground mounted facilities ("Facilities,,,. Grantee shall have the right to flood the Easement Area and to engage in any and all activities as if Grantee owns fee title to the Easement Area, Following the initial construction of the Facilities, Grantee may • El from time to time construct such additional facilities or improvements as it may require within the Easement Area. 2. Acqj�-,pv. Grantee shall have the right of reasonable access to the Easement Area over and across the Property to enable Grantee to exercise its rights hereunder. 3 2butru2tjqnFtE Landegaving. Grantee may remove any and all vegetation, trees, or other obstructions within the Easement Area, and may level and grade the Easement Area. q, t s t. This Easement shall be exclusive to Grantee; provided, however, Grantor reserves the right to use the Easement Area -in order to comply with City code requirements for open apace, greenbelts or maximum lot coverage; and provided further Grantor may install, at its expense, such facilities as reasonably necessary to provide for direct discharge of treated storm water from the Property to the Easement Area in compliance with all applicable laws and after obtaining all necessary permits; and Grantor may install landscaping in the Permanent Easement if the City approves such installation and after obtaining all necessary permits and approvals in compliance with all applicable laws. Further, Grantor shall not perform digging, tunnelling or other form of construction activity on the Property, which would disturb the compaction or unearth the Facilities on the Easement Area, or endanger the lateral support to the Facilities. Grantor shall not blast within fifteen (15) feet of the Easement Area. S. s,rR The rights and obligations of the parties shall inure to the benefit of and be binding upon their respective successors, heirs and assigns. 6. t12 Encumbra ng,-es. Grantor *shall maintain the Easement Area free of all encumbrances and defects and is prohibited from recording or taking any action which results in the recording of any lien, encumbrance or other defect against the Easement Area. DATED this day of GRANTOR: WRIGHT By Robert L. Wr ght i k` f' . 1995. GRANTEE: CITY of FEDERAL WAY, a Washington Municipal Corporation By 2- Kenneth E. Nyberg Its City Manager a STATE OF WASHINGTON ) ) ss. [INDIVIDUAL NOTARY] COUNTY OF KING ) On this; day personally appeared before me, the undersigned Notary Public in and for the State of Washington, duly commissioned and sworn, Robert L. Wright, to no known to be the individual described in and Who executed the foregoing instrument, and on oath swore that he executed the foregoing instrument as his free and voluntary act and deed for the uses and purposes therein mentioned. GIVEN my hand and official seal this day of 1995. (notary signature) a' (typed/printed name of notary) } Notary Public in and for the State of 7 Washington My commission expires: t• O STATE OF WASHINGTON ) TA ) 69. '-4 COUNTY OF KING ) G on this day personally appeared before me, the undersigned Notary Public iii and for the State of Washington, duly commissioned and sworn, Kenneth E. Nyberg, to me known to be the City Manager of L- the City of Federal Way, a Washington municipal corporation, the corporation that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute the said instrument. GIVEN my hand and official seal this day of 1995. K.%DDVAENTNWR I GHT.FAS 9/01/95 (notary signature) (typed/printed name of notary) Notary Public in and for the State of'Washington. My commission expires:-_ -3- am 0 I EXHIBIT "A" TO t; PERMANENT EASEMENT - WRIGHT That portion of the south half of the north half of the north half of the southeast quarter of the northeast quarter of Section 20, and that portion of the north half of the south half of the north half of the southeast quarter of the northeast quarter of Section 20, Township 21 North, Range 4 East, W.M., in King County, Washington, lying westerly of Primary State Highway No. 1 (US 99) and more particularly described as follows: ;j Commencing at the northeast corner of said Section 20; l: thence south 01'12'17" west along the east line of said northeast quarter of Section 20, a distance of 1479.34 feet to the northeast corner of said south half of the north half of the 7I north half of the southeast quarter of the northeast quarter of Section 20; thence north 88'24'53" west along the north line of said south half of the north half of the north half of the southeast quarter of the northeast quarter of Section 20, a distance of fit; C 169.96 feet to the westerly right-of-way line of Primary State Highway No. 1 (US 99) and the TRUE POINT OF BEGINNING; o thence continue along said north line north 88'45'53" west, a distance of 1143.58 feet to ,. the northwest comer of said south half of the north half of the north half of the southeast ` C) quarter of the northeast quarter of Section 20; ate!) thence south 01'14'32" west along the west line of said southeast quarter of the northeast ! quarter of Section 20, a distance of 328.93 feet to the southwest corner of said north half of the south half of the north half of the southeast quarter of the northeast quarter of Section 20; thence south 88'46'07" east along the south line of said north half of the south half of ' the north half of the southeast quarter of the northeast quarter of Section 20, a distance of 1034.43 feet to said westerly right-of-way line of Primary Stale Highway No. 1 (US 99); thence north 22'49'31" east along said westerly right-of-way line, a distance of 115.81 feet to the beginning of a curve to the left; thence along said curve to the left having a radius of 2815.00 feet through a central angle of 04'21'52" an arc distance of 214.43 feet; thence north 71 *32*21" west, a distance of 10.00 feet to the beginning of a curve to the left; thence along said curve to the left having a radius of 2805.00 feet through a central angle of 0'20'24" an arc distance of 16.65 feel to the TRUE POINT OF BEGINNING. k: W-umenilwright.1QI r I :� EXHIBTT "B" .- TO PE YLkNENT EASEMENT - WRIGHT The west 528 feet of the following described property: That portion of the south half of the north half of the north half of the southeast quarter of the northeast quarter of Section 20. and that portion of the north half of the south half of the north half of the southeast quarter of the northeast quarter of Section 20, Township 21 North, Range 4 East, W.M., in King County, Washington, lying westerly of Primary State Highway No. 1 (US 99) and more particularly described as follows: Commencing at the northeast corner of said Section 20; thence south 01`12'17" west along the east line of said northeast quarter of Section 20. a distance of 1479.34 feet to the northeast comer of said south half of the north half of the north half of the southeast quarter of the northeast quarter of Section 20; Cep thence north 88'24'53" west along the north line of said south half of the north half of r1 the north half of the southeast quarter of the northeast quarter of Section 20, a distance of 169.96 feet to the westerly right-of-way line of Primary State Highway No. 1 (US 99) and the TRUE POINT OF BEGINNING; :n thence continue along said north line north 68°45'53" west, a distance of 1143.58 feet to the northwest comer of said south half of the north half of the north half of the southeast quarter of the northeast quarter of Section 20; thence south 01 °14'32" west along the west line of said southeast quarter of the northeast quarter of Section 20, a distance of 328.83 feet to the southwest corner of said north half of the south half of the north half of the southeast quarter of the northeast quarter of Section 20; thence south 88°46'07" east along the south line of said north half of the south half of the north half of the southeast quarter of the northeast quarter of Section 20, a distance of 1034.43 feet to said westerly right-of-way line of Primary State Highway No. 1 (US 99); thence north 22'49'31" cast along said westerly right -of --way line, a distance of 115.81 feet to the beginning of a curve to the left; thence along said curve to the left having a radius of 2815.00 feet through a central angle of 04°21'52" an arc distance of 214.43 feet; thence north 71"32'21" west, a distance of 10.00 feet to the beginning of a curve to the left; thence along said curve to the left having a radius of 2805,00 feet through a central angle of 0°20'24" an arc distance of 16.65 feet to the TRUE POINT OF BEGINNING. k:\d-v—n1k.rigumIsI 0 a TO A-M-M-EEPT '. Legal Description r That portion of the south half of the north half of the north half of the southeast quarter of the northeast quarter of Section 20, and that portion of the north half of the south half of the north half of the southeast quarter of the northeast quarter of Section 20. Township 21 North, Range 4 East, W.M., in ICtng County, Washington, lying westerly of primacy State; Highway No. I (13S 99) and more particularly described as follows: 1r Commencing at the northeast corner of said Section 20; I A thence south O1 *12' 17" west along the east line of said northeast quarter of Section 20, a I t'� distance of 1479.34 feet to the northeast corner of said south half of the north half of the north half of the southeast quarter of the northeast quarter of Section 20; thence north 88'24'53" west along the north Iine of said south half of the north half of t i} ' the north half of the southeast quarter of the northeast quarter of Sxtian 20, a distance of -`, 1j! t: 1.69.96 feat to the westerly right-of-way line of Primary State Highway No. 1 (US 99) and the TRUE POW OF BEGINNING; W then cc continue along said north line north 88'45'53" west, a distance of 1143.58 feet to 1� a the northwest comer of said south half of the north half of the: north half of the southeast quarter of the northeast quarter of Section 20; o thence south 01'14'32" west along the west Iine of said southeast quarter of the northrsist 4LM0 quarter of Section 20, a distance of 328.83 feet to the southwest corner of said north half, M of the south half of the north half of the southeast quarter of the northeast quarter of Section 20; thence south 88'46'07" east along the south line of said north half of the south half of the north half of the southeast quarter of the northeast quarter of Section 20, a distance of 1034A3 feet to said westerly right-of-way line of Primary State Highway No. 1 (US 99); thence north 22'49'31"cast along said westerly right -of --way line, a distance of 115.81 feet to the beginning of a curve to the left; thenrm along said curve to the left having a radius of 2815.00 feet through a central angle of 0. `21'S2" an arc distance of 214.43 feat; thence north 71'32'21" west, a distance of 10.00 feet to the beginning of a curve to the left; thence along said curve to the left having a radius of 28O5.00 fat thmugh a central angle of 0'20'24" an arc distance of 16.65 feet to the TRUE POINT OF BEGINNING. kRv.doo f. i Exhibit "B", page 1 of 2 WRIGHT PERMANENT EASEMENT 173,613 S.F. ssoslloso7 REMAINDER OF WRIGHT PROPERTY - GRADE AND FILL AREA LICENSE 106,922 S.F. J'� r SIT "C" x0 ACREaORT LICENSE AEPA Mail. DESCBIMOR Thatportion of the south half of the north half of -the north half of th0sou theast quaftcr of the northeast quarter of Section 20, and that portion of the north half of the south half of the natth half of the southeast quamx of the northeast quarter of 5er ion 20,_'i;ownairy Range 21 North, 4 East, W.M., in IGng County, WeshingWn, lying westerly of Primary State Highway No. i (US 99) and mote particularly described as -follows: Commencing at the northeast corner of said Section 20; . ' thence south 01'12'17" west along the east line of said northeast quarter of Section 20, a distance of 1479.34 feet to the northeast corner of said south half of the north half of the �i north half of the southeast quarter of the northeast quarter of Section 20; thence north 88'24'53" west along the north lino ofsaid south half of the north half of f�! the north half of the southeast quarter of the northeast quarter of Soc[ion 20, a distance of i 169.96 ftet to the westerly right-of-way line of Primary St8fo Highway No. 1 (US 99) +� and the TRUE POINT OF BEGINNING; thence continue along said north line north 88'45'53" west, a distance of 1143.58 feet to r�} p the northwest corner of said south half of the north half of the north half of the southeast W quarter of the northeast quarter of 5ecaon 29; =7 CD thence south 01'14'32" west along the west line of said southeast quarter of the northeast rl quarter of Section 20, a distance of 328.83 feet to the southwest corner of acid north half of the south half of the north half of the southeast quarter of the northeast quarter of TSection 20; half of thence south 88'46'07" east along the south line of said north half of the south the north half of the southeast quarter of the nortlnvwt quarter of Section 20, a distance of 1034.43 feet to said westerly right-of-way line of Primary State Mghvrdy No. 1 (US 99) ; thence north 22'49'31" cast along said westerly right -of --way line, a distance of 115.81 feet to the beginning of a curve to the left; thence along said curve to the left having a radius of 2815.00 feet through a central angle } of 04'21'52" an arc distance of 214.43 feet; thence north 71'32'21" west, a distance of 10.00 feet to the beginning of a curve to the left; - thence along said curve to the left having a radius of 2805.00 felt through a central angle of 0'20'24" an arc distance of 16.65 feet to the TRUE POINT OF BEGINNING. Except the west 528 feet thereof, lempe..�.doe 9 H pP ISOUNWE'l oF 3AL kREP_ ZY I r HWORKI OjSPDS;A&--ApCA f: "Ju CJK R RACE e H FILED FOR RECORD AT REQUEST OF: city of Federal Way MAIL TO: 8 City of Federal Way 33530 let Way south arc Federal Way, HA 98003 Jeff Pratt OATTN: EASEMENT FOR DRAINAGE FACILITIES FOR 336T$/RITTB CORNER PROJECT 8 , For and consideration of One Dollar ($1.00) and other valuable consideration, the receipt of which is hereby acknowledged, Robert L. Wright, an individual, ('Grantor") grants, conveys and warrants to the CITY OF FEDERAL WAY, a Washington Municipal Corporation _ (n ("Grantee") for the purposes hereinafter set forth a perpetual S ` exclusive easement under, across and over certain real property (the "Property") located in Federal Way, Washington, legally described as follows: [See Exhibit "A" attached hereto and incorporated herein by this reference.] Uj J —i Except as may be otherwise set forth herein, Grantee's rights shall be exercised only upon that portion of the Property ("Easement O� Area") legally described as follows: w[See Exhibit "B" attached hereto and incorporated herein by this reference.] 1. Purpose. Grantee and its agents, designees and/or assigns shall have the exclusive perpetual right, without prior notice to Grantor, at such times as deemed necessary by Grantee, to enter upon the Easement to inspect, construct, reconstruct, operate, maintain, repair, replace, grade, excavate and enlarge all surface water drainage facilities including, but not limited to, underground facilities and/or systems upon and,under the Easement Area, together with all necessary or convenient appurtenances thereto, including without limitation, pipes, catch basins, retention and detention facilities, ponds, biofiltration swales, ditches, water quality treatment facilities vaults and semi. -buried or ground mounted facilities ("Facilities'l). Gaan�ee shall have the right to flood the Easement Area and to engage in any and all activities as if Grantee owns fee title to the Easement Area'.' Following the initial construction of the Facilities, Grantee may EXCISE TAX HOT REWIRED �., Rh plan a rr - ' from time to time construct such additional facilities or -!" improvements as_it may require within the Easement Area. 2. Access. Grantee shall have the right of reasonable. access to the Easement Area over and across the Property to enable Grantee to exercise its rights hereunder. 3. _obst ctions.• Lan_dscapin Grantee may remove any and all vegetation, trees, or other obstructions within the Easement Area, and may level and grade the Easement Area. 4. rranto r't s Use of Easement. This Easement shall be exclusive to Grantee; provided, however, Grantor reserves the right to use the Easement Area in order to comply with City code requirements for open space, greenbelts or maximum lot coverage; and provided further Grantor may install, at its expense, such facilities as reasonably necessary to provide for direct discharge of treated storm water from the Property to the Easement Area in compliance with all applicable laws and after obtaining all necessary permits; and Grantor may install landscaping in the Permanent Easement if the City approves such installation and after obtaining all necessary permits and approvals in compliance with all applicable p laws. Further, Grantor shall not perform digging, tunnelling or to other form of construction activity on the Property, which would C disturb the compaction or unearth the Facilities on the Easement ,r4 Area, or endanger the lateral support to the Facilities. Grantor D shall not blast within fifteen (15) feet of the Easement Area. M 5. s„ccessors and fissions. The rights and obligations of the O� parties shall inure to the benefit of and be binding upon their respective successors, heirs and assigns. 5, No Ences- Grantor shall maintain the Easement Area free of all encumbrances and defects and is prohibited from recording or taking any action which results in the recording of any lien, encumbrance or other defect against the Easement Area. DATED this IF day of , 1995. GRANTOR: GRANTEE: WRIGHT CITY OF FEDERAL WAY, a Washington Municipal corporation By r By Ro ;er L. t Kenneth E. Nybe Its City Manager -2- a STATE OF WASHINGTON ) ss. (INDIVIDUAL NOTARY] COUNTY OF KING ) on this day personally appeared before me, the undersigned Notary Public in and for the State of Washington, duly commissioned and sworn, Robert L. Wright, to me known to be the individual described in and who executed the foregoing instrument, and on oath swore that he executed the foregoing instrument as his free and voluntary act and deed for the uses and purpases therei mentioned. 4%!�hand and officialR seal this day of r 1995. ary s nat e] rf (typed/printed name of notary) Notary Public in and for the State of Washington 7 (rnaMy commission expires: ,&��/ hl 9I61/95 - -3- ■ STATE OF WASHINGTON ) ss. [INDIVIDUAL NOTARY] COUNTY OF KING ) j1 On this day personally appeared before tee, the undersigned Notary Public in and for the State of Washington, duly commissioned and sworn, Robert L. Wright, to me known to be the individual described in and who executed the foregoing instrument, and on oath �# swore that he executed the foregoing instrument as his free and voluntary act and deed for the uses and purposes therein mentioned. 11 GIVEN my hand and official seal this day of 1995. f ` (notary signature) (typed/printed name of notary) Notary Public in and for the State of Washington My commission expires: p STATE OF WASHINGTON ) ss. COUNTY OF KING ) }' an this day personally appeared before me, the undersigned C Notary Public in and for the State of Washington, duly commissioned and sworn, Kenneth E. Nyberg, to me known to be the City Manager of the City of Federal Way, a Washington municipal corporation, the j corporation that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute the said instrument. GIVEN my hand and official seal this _ day of , 1995. a K:\DOMMENi\VRIGNT.EAS 9101195 (notary signature) ni lP-pv r)h ( 1n soh (typedjgrinted name of notary) Notary Public in and for the State of Washington. My commission expires: J- -3- EXHIBIT "A" TO PERMANENT EASEMENT - WRIGHT That portion of the south half of the north half of the north half of the southeast quarter of the northeast quarter of Section 20, and that portion of the north half of the south half of the north half of the southeast quarter of the northeast quarter of Section 20, Township 21 North, Range 4 East, W.M., in King County, Washington, lying westerly of Primary State Highway No. ,1 (US 99) and more particularly described as follows: Commencing at the northeast comer of said Section 20; thence south 01'12'17" west along the east line of said northeast quarter of Section 20, a distance of 1479.34 feet to the northeast corner of said south half of the north half of the north half of the southeast quarter of the northeast quarter of Section 20; thence north 88"24'53" west along the north line of said south half of the north half of the north half of the southeast quarter of the northeast quarter of Section 20, a distance of 169.96 feet to the westerly right -of --way Gne of Primary State Highway No. 1 (US 99) and the TRUE POINT OF BEGINMNG; thence continue along said north line north 88"45'53" west, a distance of 1I43.58 feet to the northwest coma of said south half of the north half of the north half of the southeast quarter of the northeast quarter of Section 20; thence south 01"14'32" west along the west line of said southeast quarter of the northeast quarter of Section 20, a distance of 328.83 feet to the southwest corner of said north half of the south half of the north half of the southeast quarter of the northeast quarter of Section 20; thence south 88°46'07" east along the south line of said north half of the south half of the north half of the southeast quarter of the northeast quarter of Section 20, a distance of 1034.43 feet to said westerly right-of-way line of Primary State Highway No. 1 (US 99); thence north 22°49'31" east along said westerly right-of-way line, a distance of 115.81 feet to the beginning of a curve to the left; thence along said curve to the left having a radius of 2815.00 feet through a central angle of 04°21'52" an arc distance of 214.43 feet; thence north 71°32'21" west, a distance of 10.00 feet to the beginning of a curve to the left; thence along said curve to the left having a radius of 2805-DO feet through a cenual angle of 0°20'24" an are disiance of 16.65 fit to the. TRUE Pt)1NT OF BEGINN2NG. t: W=um rakw iehtAg1 M I O EXHIBIT "B" TO PERMANENT EASEMENT - WRIGRT The west 528 feet of the following described property: That portion of the south half of the north half of the north half of the southeast quarter of the northeast quarter of Section 20, and that portion of the north half of the south half of the north half of the southeast quarter of the northeast quarter of Section 20, Township 21 North, Range 4 East, W.M., in King County, Washington, lying westerly of Primary State Highway No. 1 (US 99) and more particularly described as follows: Commencing at the northeast corner of said Section 20; Gthence south 01 ° 12' 17" west along the east line of said northeast quarter of Section 20, a C distance of 1479.34 feet to the northeast corner of said south half of the north half of the north half of the southeast quarter of the northeast quarter of Section 20; ?4 thence north 88°24'53" west along the north line of said south half of the north half of p the north half of the southeast quarter of the northeast quarter of Section 20, a distance of 169.96 feet to the westerly right -of --way line of Primary State Highway No- 1 (US 99) and the TRUE POINT OF BEGINNING; thence continue along said north line north 88°45'53" west, a distance of 1143.58 feet to the northwest comer of said south half of the north half of the north half of the southeast quarter of the northeast quarter of Section 20; thence south 01' 14'32" west along the west line of said southeast quarter of the northeast quarter of Section 20, a distance of 328.83 feet to the southwest comer of said north half of the south half of the north half of the southeast quarter of the northeast quarter of Section 20; thence south 88°46'07" east along the south line of said north half of the south half of the north half of the southeast quarter of the northeast quarter of Section 20, a distance of 1034.43 feet to said westerly right-of-way line of Primary State Highway No. 1 (US 99); thence north 22°49'31" east along said westerly right-of-way line, a distance of 115.81 feet to the beginning of a curve to the left thence along said curve to the left having a radius of 2815.00 feet through a central angle of 04°21'52" an arc distance of 214.43 feet; thence north 71'32'21" west, a distance of 10.00 feet to the beginning of a curve to the left; thence along'said curve to the left having. a radius of 2805.00 feet through a central angle of 0°20'24" an arc distance of 16.65 feet to the TRUE POINT OF BEGINNING. k: W mbwft1k-rir-• -.Is I 6 �k"c1� TttlelnworvncoComp ny Transamerica = 71ilS SPJ.CE PROVIDED FOR RECORDER'S USE: Title Insurance Services i f FILED FOR RECORD AT REOUcST OF uc George N. Haffner tiii i P. 0. Eor. 399 Fall City, I•IN 98024 WHEN RECORDED RETURN TO 90/08/30 tjlJSi`�e �' RECD F Oct6. ..RAH=•L r e - I:ed:t:6.00 LO SS i I'- Addros.311339.Pacit:.c.._t[iOhl, av S..Q.--•......................................_. E city. slat.,zivkla.Vr.9._:{aY....IfA..98.OA2.._.......-..........._......._..............'.........................................................9 pppt''l Statutory Warranty Deed THE GRANTOR Gn_orEe N. Haffner and Joan D. %ffniar R E C El VE Q forandinconsidemki.n.f Ton Dollurs arid other valuable consideration; MAY 0 5 1988 in hand paid, conveys and warrants to Robert L. Fright and Helen I•1- :-;right THE WRIGH-COMPANY the following descrilled real cslale, situated in the County of King ,Stile of IVashinglun: Attached as Schedule A SalesT�x Paid On ConlrsW All• to : -i y 17� `i'S r 1111 CD.pmidl DPftSWrl Deputy This deed is given in fulfillment of that certain real elute cnnlrad hetwmn lbe pnrlies hrrelo, dalnl December 15, 1T7 .19 , and conditioned for the mriveynnre of the a1mve described properly, and the covenants or warranty herein cvnlnined %hall not apply to any title, €nleresl tar encumbrance arising hy% through or under lire purchro er in sold contract, and %hall notapply to any taxes, assessments or other charges leried, assemed nr hemming duo iuhrcrluenl to the date of xnid contmel. Real Estate Sales Tnx was pair) on this -sale on Dec. 16, 19 77 , Rcc Nn. CII471h5 Dntcd.. October. 26 . t979 STATE OF IVASHINGTON COUNTY OF.__KinH _ ss On this tiny ponsonnlly appeared before me George N. Haffner & Jonn D. Haffner ..__..--•--............... ...... ......... ... ---._..._._._....._._ to mr known to be the individuntdescribed in and who executed the within and foregoing instrument, and ncknowl dged Ihat _1110.., slened the same as i�}1C•1r ._... free and voluntary oct and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this. 26th af...Ov ?h�e+_r l9 T4.. / r ctary Public ID nd I the`fitAbe'',af Wuh- ington.raidingar�r{.,�.� Form No. Wr61 art. "" STATE OF 1VASHINGTON t ss. 1 COUNTY OY......................... -- - i On ibis .__..._....__. day of ..._.__..__.... .. 19............. before me, the undersigned, a Notary Public in and for (lie State of Wash, ington, duly commissioned and sworn, personally appeared ... ... _......... �._....... to me known to be the .._ ............ __....... Prc%ident , r.apcclirely, of...........•.w..__.........`_�....�_.........._..._..... the eorporalian that txaculed the foregoing GIrurneal, and acknowlnlged I Theniid inatrament to by the frco and voluntary aet and dead of eaid mr=' anon, for the tact and purposes therein menlionee, and on oath•stalcd lira[ € _....--_..._...... outlwrixed to execule the said Instrument and that tile seal i adred is the mrparntc seal of said corporation. Witness my hand and official seal hotel. affixed the day and yeor firstabove wriLl.iin- 4 Notary Public in nod for Ilse Slat. of IVo,hinglan, r rnidingaL,_.._— ._........ f . .. ....._�. .. ._ . � ...___-.� ..raw ...r�..� .. '"„'dt:-•i;1Nylf!'•#� ray1:, I,...�' +r 1 /:lih• . Via• •a.• 1. .. `L'r H! 7w.t .,.. ? re :.• , �� ..s. � �s � .n. r r: ... 4(+, ;i _ y.u•^ .f �•J•� ,;��•`•t�;'�x r' � 1 ; • - - 1:. • 11 I = ... _ P• - ` �f' •,. ,�ti , ptA4 r ', ' it r',t!•n . • �• • 1 a.. -1 - r • �fr•.i. .a�..y'f� 1 1� 5rhir ti J'.rL��,•( 31 + , 91. A i t ^[ •t s j'- - r'l�tr _ .1 tit: -ark+ .i - .,� i1• r .ram. ••1 n,Cl,t'r 7'•h •�� •.� - _ .f �� sa ------------ • • �.• . r• �-�I{�p�lu _ SS0�3aQ5?5 •• i. ,�'. P [¢a of the Saueh A+r 1!a[! of tee S¢rei on ea[f e[ the !:arch S:e Half of [:r Scurf []'o! iectlao i0 me tSae p1.rf5 rf ehr P'CrCh Qar 1!4:f °! the south On/ Prll al [he t'r. e +Yv Y[h Eavi on quarter of Srctl + lca[ :-e :iar[ar A gmN Cafe ova tT IQ, '10 mhlp 21 f[vrEi, lean Coe Rate Lru S enr } lartrx r • C jII N1u'yal ra. ! iL': va:tievla: [y enerlLnd of fvllr�o:!' �•Y" [n ran, d. Sre +ke tlaarter at she I'r='J[i5C ar the :rrrrhratr ce tr,er ; G�l�• 'uylT='tsn, lyla( re,lerly r[ rrlary •!aCr I[].:[3. t6 v! Lha ye H1 teat e[ h' ■ald Srril Y1 f7, sa!: rorr.rr 6alr. 5 t [ !a L>ur. ter. S:a[c Crn[dfnatr fr a 6 =raaa to r'r do lYrarier rf Sr<r ten 'sQ r dla trnee rf r+ llt h.t'llr{ 7r'd cc-xJ!!r,x;ra C I,S aalJ .. a bar 1!a!! frvrcrtn-peyote-n sir.:: [hcacf :rurh +}!dl-•I!- ,.tr ,[,,r,. =IoLd is ` f trine= Ye.•-[.ti ydrl»' f tie !forth one tJI' ln, and [;11 r::•lvur 7pr-4a;le:ed:! • f IGii•'-1 r l.`.c eat: Ldr Cl [aLJ :rr[-ras; a:tltler,f of rfalc South roar knlfsv! Cie fNarel cI fj�r c Sl" .oft t_,n_ e1e '. _ r• r: 9.0 Srr:Ar�t1 <a clsr °f sR 17•+reer of s;•c :lert!,eut .7ae 4,.a; [[r cf s♦ - the ticr:hrs:quarter .f sr n j(f f reaerrlr �{�y t.v [-'41 L:nr ei ►ri=a reins i,1 ,7 Gh:.:nee r! cr r••ir�crri-ala•+- =l a! [`_r Ccv!', 1,,, IS!, of c[[w to. }.l:i r yeilvi 7 Starr II!iTyar :.a. filar And fit w!;•-r:• ehc-i; _ 45e S.vehene 6ae e1'u tee cap racLeJ vlrh a :=Jtf .y.¢elates, far., Ts -a' c'e Trrp ?..a_ a! p _ reJr-.� flea, 7il fact er ;�■ r 1 c :a:[ r• vrm-Crur;v.:firer. 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S:ii: 4:cs;e f::r[a YID:a, t "�_ .Olr,r },.;.,.:w�:r7ivy l: r•xae,-1 �d r.e'tr, it".7:,:5; Leo[ la La�l3 .._ 4eg-cY: raa-hvaSrctrna j[13.}!1 f I^ `s:.r::'+6 r•ala ala:. !- •' !c:'ru aisle sr[ tr ehr il••li•,!aL el .t :urvr [: a r•r S1j :: �•: •:.11 P• r:a ::r're' ' hydfed fy"tyilC eay att:d vltA i:; qea -l7a a:lsTrr, [a _ !hf ::a•ai:l• 7: rer•hvnd[!� [![tea a-S r.: °-r-_vrdra2::ls f:Si`.:..) frr; e•, fij .c. ::Si; Sleice s_:ns file e�rrr 1•n- N1�1 [rt,�:L as lrvo 7In aae 5rne tits _ C»cace ye raa• enae-hnrd[cE r:.a f�!a. ji re,: to an �rouyh a e.7. rx[ an s•s le t f,a•.re a [th 7 lrcn to -r' i:f v{ C. l'S:" an art d;tl L9rt rf ry i1 rf'-I-f L[ rvin[y•.rljh[ t sti [tea 1!¢ v--at I ]I'tl" Yese a dlf[dace of err, sad nA ant-huticnidthayt l9. CJ le. Ll.!;ete «7 a -+tire ..tit �'1 r a -- at reel a r 1;.,, PI. -I. to 1 Lcr: [a 1rp IleLl n,inj o3 �rCur rhF 11rIJ:rf, inc.. LaL f1f.330 S: 7 =acl,n of C r=l•+-/iihe-hun Jrrd-• P '.red vlsh v ]xnra 5aavriaeed, far., Lay ::a, SIpL• r+ ehr 1rlt, Feld ra!aC 6alaf R` al -,scan aTd slat •11L' !E[r sd na csr-h'antrL:cif f:EQS, thvgir slen + ! =:rd tea -fit �dredxSf fi6,dl1 I G£ lee: ♦ r-+ curve to Che left _ rrt en ehr !1,rr pela• .! rr ' th rM1°ja a er n[!s! aaa[r qs; p.•]�. art �atavrr rk�:a!nl ¢t rh arrr Llaq:x:. 1 of ]ao,3]] !/v.rf fr:e, ,•r Li" nerd. 5�5�9lz1Lt h• � i1r1;�; •l:�yr'1" �:sr�rr��, 1 •�'� r+'• ••t}i��••�ii..r r� r •1. -• 1''i .� T . e •` ; rj r•,��.•• tt �} rt��• •1;.. :t 'ii: +•I. �sur} •I.F ._., era •: ° t••' i ' + f� 1 "..;:. ' 7 }<; r1Fi.... :p . ,. Y.r3. ti :. - : , ��{; = i li • a. Tr .. +'f� •+-.�.it' ��•t?itW:.;1.:•�•- - .•r'• ���1� •.� r �1'• •qr. ,f' .1. .r}'C' .i�•` •'v •'i) -�.r :i ,11 r1•' [ ./.[t i[ r. r r rl Y r:*.; ,� , r n'L.,�`,T, •-' h . - .�..'�]i +•' } V + 1•r. wl.= �R l L •�i•;k'Ltir';; Lis':+�.i;:i,� .. '.l-., ..1 {"',' '� _ I,1 . +' r .'r i,d•tl!'; •'nt..,l•1 '� ,',Yti�;• ,y,.•, i ! :}�*• : •� ;' 1. Lr. 4- Notice of Additional Water or Sewer Facility Tap or Connection Charge NOTICE IS HEREBY 'GIVEN that Federal Way Water and Sewer, of King County, Washington, intends to levy a tap or connection charge for providing water and/or sanitary sewer service to the realty be- low described. Further information regarding the charge is avail- able at the District Office at 31627 First Avenue South, Federal Way, Washington. The realty subject to the tap or connection charge is described as follows: E:h G�iC non T;iis Notice supersedes in its entirety the "Notice of Tap or Connection Charges PUrsuanC Co RCN 65-08.170" filed with King County, Washington under Auditor's File No. B106010916. This notice is/given pursuant to A.C.W. 65,00.170. DATED this (.` day of19-• By Federal Way WateAll Sewer 1119,05l••' 40210 7R Position: CAS;HSL **+:21. UL1 STATE OF WASHINGTON ) 55 9s: County of King ) I certify that I know or have satisfactory evidence that S"re Ne Wet.'EK signed this instrument, on oath stated that HF_ is authorized to execute the instrument and acknowledged it as the 7)1P.f,anr QF Pk6k EAKIN(a of FEDERAL WAY WATER AND SEWER to be the free and voluntary act of such party for the uses and pur— poses mentioned in the instrument. DATED: ItULL 7_1 1 f. CQsf rOTARY "i rt le ; r G&lI r}}�� MY PP appointment expires .{-z5-I/ 1. �•26-.(y. FEDERAL WAY WATER AND SEWER ,. LEGAL DESCRIPTION EXHIBIT "A" All of Sections 3, 4, 5, 7, B, 91 10, 151 16, 17, 18, 19, 20, 21, 22, 27, 28, 29, 32, 33, and 34, Township 21 North, Range 4 East, W.M.; TOGETHER with all of Section 13, Township 21 North, hange 3 EaStr O W.M.; TOGETHER WITH portions of Sections 17, 20, 27, 28, 29, 32, 33, p34, and 35, Township 22 North, Range 4 East, W.M.; q4 TOGETHER WITH portions of Sections 2, 6, 11, 14, 23, 26, 30, 31, in and 35, Township 21 North, Range 4 East, W.M.; O mTOGETHER WITH portions of Sections 2 and 3, Township 20 North, Range 4 East, W.H.; 24, andR25, TowonshipWITH ns of sections 21 North, Range,3lEast, W114, 15, 23, M,% More particularly descrited as f0113w9; Beginning at the intersection of the north line c fsection o23, Township 21 North, Range 4 East, W.M-, and the Grand View Boulevard, also known as 56th Avenue South; Thence southerly along the centerline of Grard View Boulevard to its intersection with Pennsylvania Avenue, also known as South 348th Place; Thence southerly along the centerline of Pennsylvania Avenue, also known as South 348th Place, 57th Avenue South and 56th Place South, to its intersection with Grand View Boulevard; Thence southerly along the centerline of Grand View Boulevard, also -known as 56th Avenue South and 51th Avenue South, to its intersection with the westerly extension of the north line of BlockLot 24, 33, of JOvita 20 o Flats, pages123 thr ugh12f,[einclusive, records of XingmCnunty£ Washington; Thence easterly along said westerly extension and the north line of said Lot 24 to the northeast corner of said Lot 24; ts 24 hrough 34 incivaive�,toErealy tdlBlockong hB3edtoethe south lirlelines of oof Lot t34, Block 8.3, of ,Iovita Heights; 2 _ Thence westerly along said south line of Lot 34 and the westerly extension of said south line to its intersection with the centerline of Grand View Boulevard, also known as 57th Avenue South; Thence southerly along the centerline of Grand View Boulevard to its intersection with the westerly extension of the north line of Lot 6, Black 146, of said Jovita Heights; Thence easterly rlong said westerly extension and said north line of Let 6 to the northeast corner of said Lot 6; Thence southerly along the east line of Lots 6 through 20 to the southeast corner. of Lot 20 which is also the most northerly corner of Lot 40, Block 146. Jovita Heights; O Thence southwesterly along the northwest line of said Lot 40 to N the most westerly corner of said Lot 40, said corner is on the O northern margin of Ohio Driver also known as South 364th Place; N 44 Thence southerly and southwesterly along the northern margin of 4 Ohio Drive, also known as South 364th Place, and alto being the G southeasterly lines of Lots 27 through 35 inclusive, in said Block 146r Javita Heights, to the sou these t line of said Lot 36; Thence southeasterly along the southeasterly extension of the southwest line of said Lot 36 to the centerline of Ohio Drive; Thence southerly- along the centerline of Ohio Drive to its intersection with the southeasterly extension of the northeastern line of Lot 39, said northeastern line being south 39'47'17' cast from the most northerly corner of Lot 39, Block 146 of said Jovita Heights; . Thence northwesterly along'said southeasterly extension to the western margin of Ohio Drive, also being the southeastern line of said Lot 39; Thence southerly along the said margin of Ohio Drive and the southeastern line of said Lot 39 to its intersection with the westerly extension of the north line of Lot 10, Block 145, of said Jovita Heights; Thence easterly along said westerly extension and the north line of said Lot 10 to the most easterly corner of Lot 10; Thence southwesterly along the south line of said Lot 10 and its southwesterly extension to its intersection with the western margin of oragon Drive, also known as 55th Place South; Thence southeasterly along said western margin also being portions of the ea3tern lines of Lots 15 and 16, Block 144 of said Jovita Heights, to the'most easterly corner of said Lot 16; - 3 - Thenc as th South, tor theamost lnorthwestas rly corner ofLotno, Block 5143Place of said Jovita Heights; Thence northeasterly, southerly and southwesterly along the lines of said Lot 1, also tieing the southern and western margins of Oregon Drive, -which is also known as 56th Place South, t,3 the most southerly corner of said Lot 1; Thence continuing southerly along the western margin of Oregon Drive, also being the east line of Lots 2 and 3, Block 143, in said Jovita Heights, to the southern line of said Lot 3; Thence westerly along the south Line of said Lot 3 to its intersection with the easterly line of Lot 4, Block 143, Jovita Heights; Thence southerly and southwesterly along the easterly line of Lots 4 through 13, inclusive, to the most northerly corner of Lot 26, Block 143, Jovita Heights; Thence southeasterly along the northeasterly line of Lots 26 through 35, inclusive, to the northeast corner of Lot 35, Block 143, Jovita Heights; Thence southwesterly to a point on the northwesterly line of Lot 36, Block 143, Jovita Heights, which is 250 feet northeasterly of the southwest corner of said Lot 36; line f said Thencely to a Thence South 00'13'51" West to the intersection with the north 1 ine of the south 1/2 of the Northwest 1/4 of Section 35, Township 21 North, Range 4 East, W.H.; Thence easterly along said north line to its intersection with the northerly extension of a line which is 120 feet easLerly of and parallel with the west line of Lot 8, Block 18, C. D. Hilman's Pacific City Addition to City of Seattle, Division No. 1, according to the plat thereof unrecorded in Volume 13 of Plats, page 64, records of King county, Washington; Thence southerly along said northerly extension and said parallel lino to its intorsection with the south line of said Lot 8; jf Thence westerly along said south line to the northeast corner of Lot 5 of said Bloc:: 18; + Thence sou-therly along the east line of said Lot 5, -a distance �. of 100 feetr' t T. . r .I - 4 - Thence southwesterly to the intersection of the east 1Lne of Lot 4 of said ylvck 18, with a line 150 feet northerly of and parallel with the south line of said Lot 4; Thence westerly along said parallel line to its intersection with the west line of said Lot 4; Thence southerly along said west line to the southeast corner of Lot 3 of said Clork 16; Thence westerly along the south line of said Lot 3 to its intersection with the northerly extension of the west line of Lot 11, B'Ock.17, of said C. D. Hilman's Pacific City Addition to City of Seattle, Division No. l; G Thence southerly along said northerly extension and the west line of said Lot 11 to its intersection with a line which is 150 Q feet southerly of and parallel with thq north line of said Lot N 11; 5 Thence easterly along said parallel line to its intersection with G- the west line of Lot 10 of said Block 17; M CO Thence southerly along said West line to the northwest corner of Lot 5 of said Block 17; Thence easterly along the north line of said Lot 5 to the northeast corner thereof; Thence southerly along the east line of said Lot 5 to the northwest corner of Lot 6 of said Block 17; Thenca easterly along the north line of said Lot 6, a distance of 240 feet; Thence southerly to a point on the south line of said Lot 6 %which is 275 feet easterly of the southwest corner thereof; i Thence southerly at right angles to the south line of said Lot 6, a distanc.5 of 30 feet to the north line of the South 1/2 of the Southwest 1/4 of said section 35; Thence westerly along said north line to a point which is 350 feat easterly of the west line of the East 1/2 of the said Southwest 1/4; Thence southerly to a point on the north line of the South 1/2 of South 1/2 of the said Southwest 1/4 which is 450 feet easterly (as measured along said north line) of the said west line of the East 1/2 of the Southwest 1/4; Thence southerly to a point on the south line of said Section 35 which is 60o feat ee.sterly of the southwest corner of the said East 1/2 of the Southwest 1/4; 5 - Thence westerly along said south line of said Section 35 which is also the north line of Section 2, Township 20 North, Range 4 East, W.M., to the intersection with the north margin of Puget Sound Electric Railway right-of-way (Puget Sound Power and Light Company right-of-way); Thence ;o-'~`-wejterly, westerly and northwesterly along the north margin of the Puget 5ound Electric Railway right-of-way (Puget Sound Power and Light Company right-of-way) to the intersection with the north line of Section 3, Township 20 North, Range 4 East, W.M., which is also tre south line of Section 34, Township 21 North, Range 4 cast, W-M-*- Thence. westerly along the south line of said section 34 and continuing westerly along the south line of Section 33 and Section 32 to the southwest corner of Section 32, Township 21 North, Range 4 East, W.M.; Thence northerly along the west line of said Section 32 to the intersection with the southwestern boundary line of King County; Thence northwesterly along said southwestern boundary of zing County thr:jugh Section 31 and Section 30, Township 21 North, Range 4 East, W.M., to its intersection with the west line of said Section 30, said west line also being the east line of Section 25, Township 21 North, Range 3 East, W.M.; Thence continuinj northwesterly along the southwestern boundary of King County through Sections 25, 24, 23 and 14, Township 21 North, Range 3 East, W.M., to its intersection with the west line of said Section 14; also being the east line of Section 15, Township 21 North, Rango 3 East, W.H.; Thence continuing northwesterly along the southwestern boundary of King County to its intersection with the west line of Governmant Lot 2 in said Section 15; Thence northerly along said west line of Government Lot 2 in said Section 15 to the northwest corner of said Government Lot 2; Thence easterly along the north line of said Government Lot 2 of Saction 15 to its intersection with the east line of said Section 15, said east line also being the west line of Section 14, Township 21 North, Range 3 East, H-M.; Thence continuing easterly along the north line of the Southwest 1/4 cf the Northwest 1/4 of said section 14 to the northeast corner of said Southwest 0 of the Northwest 1/4 of Section 14, said point also being the southwest corner of the Northeast 1/4 of the RvLL1.,,i4st 1/4 of said Section 14; v v4 C� v4 in d Q7 US W` Thence northerly along the west line of said Northeast 1/4 of the North:::e-t 1/4 of Section 14 to the northwest corner of said Northeast 1/4 of the Northwest 1/4 of Section 14, said point also being the southeast corner of the Southwest 1/4 of the Southwest 1/4 of Section 11, Township 21 North, Range 3 East, W.H.; Thence westerly along the south line of said section 11 to the southwest corner of said Section 11, said point also being the southeast corner of Section 10, Township 21 North, Range 3 East, w.M.; Thence continuing westerly along the south line of said Section 10, a distance of 554.34 feet; Thence northerly parallel to the east line of said Section 10 to the southerly margin of Ingram Drive, also known as Southwest 316th Place, as it existed September*1, 1981, 30'feet in width; Thence noc-theasterly along said to a point of intersection with 10, also being the west line of Range 3 East, W.M.; southern margin of Ingram Drive the east line of said Section Section 11, Township 21 North, Thence southerly along the west line of said Section 11 to the northwest corner of the Southwest 1/4 of the Southwest 1/4 of said Section 11, said point also being the southwest corner of the Northwest 1/4 of the Southwest 1/4 of said Section 11; Thence easterly along the south line of said Northwest 1/4 of the Southwest 1/4 of Section 1L to the west line. of the East 1/2 of said Northwest 1/4 of the Southwest 1/4 of said Section 11, Thence northerly along said west line of the East 1/2 of the Northwest 1/4 of the Southwest 1/4 of said Section 11 to its Intersection with the centerline of Puget Sound Marine View Drive, also known as Southwest Dash Point Road; Thence easterly and southeasterly along the centerline of Puget Sound 14arine View Drive (Southwest Dash Point Road) to its intersection with a line which lies 60 feet east of and parallel to the .west line of the Northeast 1/4 of the Southwest 1/4 of said Section 11; Thence north.j=71y along said line 60 feet east of and parallel to the west line of the said Northeast 1/4 of the Southwest 1/4 to the East-West centerline of said section 11; Thence easterly along tho.east-west centerline of Section 11 to a paint 596.65 feetwest of the southeast corner of the Northwest 1/4 of said Section 11; - 7 - Thence northerly along the west line of the east 596.G5 feet of said Northwest 1/4 of said Section 11 to its intersection with the south line of Dumas Heights, according to the plat thereof recorded in Volume 63 of -Plats, page 17, Records of king County, Washington; Thence easterly along said south line of Dunas Heights to its Intersection with the ea�:z line of said Northwest !•/4 of said Section 11; Thence south along said east line of the Northwest 1/4 of said Section 11 to the southeast corner of said Northwest 1/4 of Section 11, said point also being the southwest corner of the Northeast 1/4 of said Section 11; Thence easterly along the south line of the Northeast 1/4 of said Section 11 to its intersection with the west line of Government Lot 1 of said Section 11; O Thence northerly along said west line to Its intersection with the south line of Lot 16, Schade Palisade Beach Estate, C according to the plat thereof; as recorded in the Volume 68 of Plats, pages 51 and 52, Records of xiag County, Washington; ll] Thence westarty along said south line of said Lot 16 and the O south lines of Lots 15, 14, and 13, to the most westerly line of O said Plat of Schade Palisade Beach Estate; Thence northerly along said west line of said Plat of Schade Palisade Beach Estate to the line of high tide of Puget Sound; Thence northeasterly along said high tide line to its intersection with the north line of Section 12, Township 21 North, Range 3 East, W.M.; Thence easterly along the north line of said Section 12, also being the south line of Section 1, Township 21 North, Range 3 East, W.H., to the North -South centerline of said Section 1; Thence northerly along the North -South centerline of Section 1, Township 21 North, Range 3 East, N.M.. to the Government Meander Line, also the northwest corner of Government Lot 2 in said Section 1; Thence easterly along the Government Meander Line, also being the north line of Government Lot 2 and Government Lot 1 in said Section 1, to the Meander Corner on the east line of said Section 1, also being the west line of Section 6, Township 21 North, Range 4 East, W.H.; Thence northerly along the west line of said Section 6 to the line of Extreraa 'Low Tide of P-iget Sound; — 6 — Thence eazLt±cly and.northeastarly along said line of extreme low tide of Puget Sound to its intersection with the east line of said Section 6; Thence southerly along said east line of said S,action 6 to its intersection with the Government Meander Line, said point also being the intersection of the Government Meander Line and the west lino of Guvernment Lot 4 in Section 5, Township 21 North, Range 4 East, W.M.; Thence northeasterly along said Government Meander Line to its intersection with the north line of Government Lot 4 in said Section 5, also being the south line of Government Lot 5 of Section 32, Township 22 North, Range 4 East, W.M.; Thence northeasterly and northerly along said Government Meander Line to %ts intersection with the north line of Section 32, Township 22 North, Range 4 East, W.M., said line also being the CQ south line of Section 29, Township 22 North, Range 4 East, H.H.; Thence continuing northerly along said Government Meander Line to is intersection with the East -Nest centerline of said Section O 29; Thence westerly to the westerly line of the Second Class Tidelands of Puget Sound; Thence aor�',ierly along said westerly line of the Second Class Tidelands of Puget Sound to its intersection with the westerly extension of a line 490 feet north of and parallel with the south line of Government Lot 2 in said Section 29; Thence easterly along said westerly extension of said line which is 4e0 feet north of and parallal with the south line of Government Lot 2 in Section 29 to its intersection with the shoreline of Puget Sound; Thence generally northerly along said shoreline fronting Government Lcts 2 and 1, Section 29, Township 22 North, Range 4 East, W.H., Government Lots 1 through 4, Section 20, Township 22 North, Range 4 East, N.M., and Government Lots 4, 3 and 2, Section 17, Township 22 North, Range 4 East, W.M., to its intersection .4 th the south line of the north 439 feet of said Government Lot 2, Section 17; Thence easterly along said south line to its 'intersection with the centerline of, Marine View Drive; Thence southerly along said centerline to the centerline of South 230th Street;. - 9 - Thence easterly along said centerline to its intersection with the west line of the west 200 feet of Tract 50, Des Koines 2-,acre Tracts,_accordlcq Lo tine plat thereof recorded In Volume 10, page 67, records of King County, Washington, extended northerly; Thence southerly along said northerly extension and said west line to the south line thereof; Thence easterly along said south line to the east line thereof; Thence northerly along said east line and said east line extended northerly to its intersection with the centerline of South 270th Street; Thence easr-=rly along said centerline to its intersection with the centerline of loth Avenue South (Bay View Avenue); Thence southerly along said centerline to the south line of said Des Moines 2-Acre Tracts; Thence westerly along said south line to its intersection with the eas': line of the north 497.75 fret of the NW 1/4 of the SW 1/4 of the SZ: 1/4 of Section 11, Township 22 North, Range 4 East, W.M.; Thence southerly along said east line to the south line thereof; Thence westerly along said south line to its intersection with the centerline of Marine View Drive South; Thence southerly and southeasterly along said centerline to its intersection with the westerly. extension of the northerly margin of South 240th Street; Thence easterly along said westerly extension and said northerly margin to its intersection with the west line of the east 400 feet of the SE 1/4 of the SE 1/4 of Section 17; Thence southerly along said west line to the south line thereof; Thence easterly along 3ald south line to its intersection with the northerly extensions of tho north -south centerline of Block 2, Des Moines Waterfront Addition, according to the plat thereof recordod in Volume 4, page 9G, Records of King County, Washington; Thence southerly along said northerly extension and said centerline to its intersection with the north line pf Colloge Place, according to the plat thereof recorded in Volume 70, page 62, Records of Ring County, Washington; Thence easterly along, raid north line to the east line thereo!; - 10 - Thence southerly along said east line and saLd line extended southerly to the centerline of South 242nd Street; Thence westerly along said centerline to its in-ter3ection with the northerly extension of the east line of Block 40 of said Plat of Des Moines Waterfront Addition; Thence southerly along said northerly extension, said east line and said line extended southerly to its intersection with the centerline of South 244th Street; Thence westerly along said centerline to its intersection with the centerline of llth Avenue South (Packwood Street) as platted in First Railroad Addition to Des Moines according to the plat thereof recorded in Volume 4, page 90, Records of King County, Washington; Thence southerly along said centerline to its intersection with the centerline of South 249th Street as platted in said plat; Thence westerly along said centerline to its inter3ection with the centerline of 10th Avenue South; Thence southerly along said centerline to its intersection with the north line of the SW 1/4 of the SE 1/4 of Section 20, Township 22 North, Range 4 East, W.K.; Thence easterly along said north line to the east line thereof; Thence southerly along said east liie and the east line of W 1/2 of the ME 1/4 of Section 29, Township 22 North, Range 4 East, W.M., to its intersection with the centerline of South 264th Street; Thence easterly along said centerline to its intersection with the northwesterly extension of the west line of Lot 1 of the Plat of Woodmont Park, Division No. 1, as recorded in Volume 25 of Plats, page 49, records of King County, Washington; Thence southeestarly along said northwesterly extension to the northwest corner of Lot 1; Thence southwesterly and southerly along the west line of Lots 1, 2, 3, 4, 50 and 6 of said Woodmont Park, Division No. 1, and the southerly extension of the west line of said Lot 6 to its intersection with the centerline of South 268th Street; Thence easterly along said centerline to its intersection with the northerly extension of the north -south centerline of Block 39, Woodmont Beach, according to the plat recorded in Volume 22, page 30, Records of King County, Washirggton; Thence southerly along said northerly extension said north -south cerite.-Une, said centerline extended southerly, north -south eanterline of t,lock 47 of said plat to its intersection with the north line of Lot 15 of said B'loQk. 47; ' Thence easterly along said north line along said line extended easterly to the centerline of 16th Avenue South; Thence southerly along said centerline to its intersection with the centerline of South 272nd Street; Thence easterly along said centerline to its intersection with the centerline of Pacific Highway South; Thence southwesterly along said centerline to its intersection with the north line of the S 1/2 of the NW 1/4 of the NW /4 of Section 33, Township 22 North, Range 4 East, W.K.; Thence easterly along said north line and the north line of the S 1/2 of the w 1/2 of the W 1/2 of the NE 1/4 of the NW 1/4 of said Section 33 to the last line there^f; C Thence southerly along said east line to the north line of the ri NE 1/4 of the NUJ 1/4 of the SE 1/4 of the NW 1/4 of said Section Q 33; N e{ Thence easterly along said north line to the northeast cornet L7 thereof; D 0? Thence S 26*28120" E, 292.22' to the most westerly corner of Lot 10, Unrecorded 'Plat of Redondo Heights (most northwesterly corner of Scarborough Division No. 2 according to plat recorded in volume 132, pages 47 and 48, Records .of King County, Washington); Thence North 52.16'20' East along the northwest line of said Lot 10 (northwesterly line of Scarborough Division No. 2) and its northeasterly extension 1,138.80 feet to its Intersection with the centerline of South Star Lake Road, also known as Ring County Road No. 1969; Thence northweoterly along the centerline of South Star Lake Road to :ts intersection with a ling extendud southwesterly at right angles to the northeastern margin of South Star Lake Road from the most vasterly corner of Lot 2 in said Unrecorded Plat; Thence North•53.2915V East, as measured at right angles to the northeasterly margin of Star Lake Road, a distance of 30.00 feet to said northeasterly margin and said most westerly corner of Lot 2; Thence North 48.57110 East, a distance of 743.27 feet along the northwest line of said Lot 2; O v4 O VA Ln e M M - 12 - Thence Nort.h a7"36'30" West, a distance of 286.48 feet; Thence North 46'51'14" East, a distance of 442.29 feet to the south margin of South 272nd Street; Thence South 87'36'30" East along said south margin a distance of 327.60 feet to the west margin of Interstate Highway No. 5; Thence northerly along said west margin 50 feet more or less to its intersection with the north line of said Section 33 which is also the south line of Section 28, Township 22 North, Range 4 East, W.M.; Thence South 87°36'30" East along said south line a distance of 375 feet more or less to the northerly extension of, the eastern margin of Interstate Highway No. 5; Thence southerly along the northerly extension of said eastern margin a distance of 50 feet more or less to the southerly line of said eastern margin; Thence easterly, northerly, westerly and northerly along the east margin of said Primary State'Highway No. 1 also"known as Interstate Highway No. 5, to the north line of the South 1/2 of the Southeast 1/4 of said Section 28; Thence easterly along said north line to the east line of said Section 2B which is also the west line of Section 27, Township 22 North, Range 4 East, W.M.; Thence continuing easterly along the north line of the south 1/2 of tha Southwest-1/4 0£ said Section 27 to the north -south centerline of said Section 27, Thence southerly along said North -South centerline to the south Line of said Section 27 and the 1/4 corner common to said Section 27 and Section 34, Township 22 North, Range 4 East, W.M.; Thence easterly along the north line of seid Section 34 to its intersection with the north margin of South 272nd Street; Thence easterly along said north margin to the east line of the Northwest 1/4 of the Northeast 1/4 of said Section 34; Thence southerly along said east line to the south line of said Northwest 1/4 of the Northeast 1/4; Thence westerly along said south line to the North -South centerline of said Section .34; O d N O N T4 lA O 05 TO - 13 - Thence southerly along said North -South centerline to the north line of the Southwest 1/4 of the Northwest 1/4 of the Southeast 1/4 of said Section 34; Thence easterly along said north line to the west line of the East 1/2 of the Northwest 1/4 of the Southeast 1/4 of said Section 34; Thence northerly along said west line to the East-West centerline of said Section 34; Thence easterly along said East-West centerline to east line of said Section 34 which is also the west line of Section 35, Township 22 North, Range 4 East, H.M.; Thence southerly along the rest line of said Section 35 to the south line of the North 1/2 of the North 1/2 of the West 1/2 of the southwe3t 1/4 of the Southwest 1/4 of said Section 35; Thence easterly along said south line to the west line of the Northeast 1/4 of the Southwest 1/4 of the Southwest 1/4 of said Section 35; Thence southerly along said west line to the north line of the South 1/2 of the Southwest 1/4 of the Southwest 1/4 of said section 35; Thence easterly along said north line to the east line of the west 150 feet of the Southeast 1/4 of the Southwest 1/4 of said Section 35; Thence southerly along said east line to the north line of the south 300 feet of the Southwest 1/4 of the Southwest 1/4 of said Section 35, Thence easterly and parallel with the south line of said Section 35 to the east line of Southwest 1/4 of the Southwest 1/4 of said Section 35; Thence continuing easterly on a line extended a distance of 170 feet to a point lying 300 feet north of the south line of said eection 35; Thence southerly and parallel with the west line of said Section 35 to the north line of Section 2', Township 21 North, Range 4 East, I'.M.; Thence continuing southerly parallel with centerline of 56th Avenue South'a distance of 300 feet; Thence easterly and parallel with north line of said Section 2, -a distance 01 90 feet; - 14 - Thence southerly and parallel witn centerline of 56th Avenue South, a distance of 150.96 feet; Thence easterly and parallel with north line of said Section 2 to the wos'_ line of the Northeast 1/4 of said Section 2; Thence northerly along said west line to a point lying 351.12 feet south of north line of said Section 2; Thence east along a line 351.12 feet south of and parallel to the north line of said Section 2 to a point 1,106.8 feet west of the east line of said Section 2; Thence south along a line 1,108.8 feet west of and parallel to the east line of said Section 2 to the intersection of a line 1,236 feet north of and parallel to the eouth line of the Northeast 1/4 of said Section 2; Thence easterly parallel to the south line of said Northeast 1/4 to a point 778 feet west of the east Line of Northeast 1/4 of said Section 2; Thence southerly parallel to the east line of. said Northeast 1/4 v4 to the intersection with the northern margin of Meredith Road C(65th Avenue South); 0 Thence easterly along the north margin of Meredith Road (65th Avenua South) and the easterly extension of said north margin to the east line of the Northeast 1/4 of said Section 2; C� GO Thence southerly along said east line to a point lying 1,036.20 feet north of the southeast corner of the Northeast 1/4 of said Section 2; Thence westerly parallel to the south line of said Northeast 1/4 a distance of 1,141.80 feet; Thencr southerly along a line parallel to the east line of said Northeast 1/4 to its intersection with the north line of the south 835.56 feet of the Southeast 1/4 of the Northeast 1/4 of said Section 2; Thence easterly along said north line to its intersection with the east line of said Section 2; Thence southerly along said east line to the northeast corner of the Southeast 1/4 of said Section 2; Thence continuing southerly along the east line of said Southeast 1/4' to its intersection with the north line of the South 1/2 of the Southea3t•1/4 of the Northeast 1/4 of the Southeast 1/4 of said Section 2; U1 - 15 - Thence westerly along said north line to its intersection with the east 'line of the west 130 feet of the said South 1/2 of the Southeast 1/4 of the Northeast 1/4 of the Southeast 1/4; Thence ;cutherly along said east line to its intersection with the north line of the Southeast 1/4 of the Southeast 1/4 of said Section 2; Thence westerly along said north line to its intersection with the East line of the Northwest 1/4 of the Southeast 1/4 of the Southeast 1/4 of said Section 2; . Thence southerly along said east line to its intersection with the south line of the said Northwest 1/4 of the Southeast 1/4 of the Southeast 1/4; Thence westerly along said south line to its intersection with the east line of the west 1/2 of the Southeast 1/4 of said Section 2; Thence southe-ly along said east line to its intersection with the south line of said Section 2, which is also the north line of Section 11, Township 21 North, Range 4 East, W.M.; QO.1 Thence continuing southerly along the east line of the Northwest Cq 1/4 of the Northeast 1/4 of said Section 11 to the south line O thereef; L7 Thence westerly along the south line of the Northwest 1/4 of the G Northeast 1/4 of said Section 11 to the North -South centerline of sail Section 11; m Thence continuing westerly along the north line of the Southeast 1/4 of the Northwest 1/4 of 'said Section 11 to the west line thereof; Thence southerly along the west line of said Southeast 1/4 of the Northwest 1/4 to the East-West centerline of said Section 11; Thence jasterly along said. East-West centerline to the east line of the Northwest 1/4 of the Southeast 1/4 of said Section 11; Thence southerly along the east line of said Northwest 1/4 of the Southeast.1/4 to the south line thereof. Thence continuing southerly along the east line of the Southwest 1/4 of Southeast 1/4 of said Section ll to the south line of said Section 11, also being the north line of Section 14, Township 21 North, Range 4 East, N.M.; f.' - 16 - Thence continuing southerly along the east line of Northwest 1/4 of Northeast 1/4 of said Section 14 to the southeast corner thereof; Thence westerly along the north line of the Southwest 1/4 of the Northeast 1/4 of said Section 14, a distance of 39.1 feet to the northwest corner of Lot 1, Plat of Hi -Crest as recorded in Volume 59 of Plats, page 32, records of King County, Washington; Thence southwesterly along the westerly line of said Plat and Plat of Hi=Crest No. 2 as retarded in Volume 64 of Plats, page 58, records of King County, Washington, to the southwest corner of Lot 9 of said Hi=Crest No. 2; Thence easterly along the southerly line of said lot 9 and the easterly projection thereof 210.0 feet; Thence South 12.55115" West to the centerline cf Ht. View Drive; O Thence southerly and westerly along the centerline of Mt. View I Drive to the west line of Southeast 1/4 of Section 14,-Township O 21 North, Range 4 East, W_P., also being the east line of the Southwest 1/4 said Section 14; V) L1] Thence southerly along said west line 264.69 feet; i M Thence westerly along the easterly extension of the south line of cc Tract 7: and the southerly lines of Tracts 73 and 74 of West Auburn Five Acre Tracts as recorded in Volume 15 of Plats, page 12, records of King County, Washington, to the east line of the West 1/2 of the Southeast 1/4 of the Southwest 1/4 of said Section 14; %; Thence southerly along the east line of said West 1/2 of the Southeast 1/4 of the Southwest 1/4 to the south line of said Section 14, also being the north line of Section 23, Township 21 North, Range 4 East, W.H.; 44 " Thence westerly along th-) north line of said Section 23 to its intersection with the centerline of Grand View Boulevard, also ;i known as 56th Avenue South, to the POINT OF BEGINNING. I r 1 • 0016 VAS 'birA Ivawl 61 p xoa •0 .d NOISIAIG UAUS �I>l1SIG >[�AA4S P�� i�:CM AyA1 af8a, ml . _l3 • i YV . k ii`aa; � l• .. + ;-f., i. ?r' � . anti : rr `,'_� r 22 C7 �—D'[. O NOTICE OF ADDITIONAL TAP OR CONNECTION CHARGES PURSUANT TO R.C.W. 65.08.170 ,�.. J I ��;;�; •.;: , STATE OF WASHINGTONj County of Kin ) The undersigned, being first duly sworn on oath, deposes �'°�•` �y, and says That he is the duly appointed and acting Manager of Water �C ^tYFy� ;•����; District No. 124, King County, Washington, and is authorized ,'- to file this notice. �^ That the lands described on the attached Exhibit "A" V .. are subject to additional tap or connection charges before The sum payable y ".,�: connection for weer can be made. preceise any parcel thereit* will be furnished by Water District No. 124, 31628 - 1st AV South, F: ,^ral Way, Washington, upon request. anager Water District No. 124 E s King County, Washington a° Subscribed and sworn to before me this day of 19 r/ f �"-' + : - •. otary u c in or to tate '' •, of Washington, rysiding at ' % RECt#R -D iHi" G'i TILL 1UH G' RECORDS- � ELECT ONS �. ti(tiG C')UK 71 YF... '.:� ,' .. .. •l.'•a�-, •'•ern .. e. 'C�`K• V Ywn":'a' - .7:.ra''. .•:V':l•::�;r-r� LEGAL DESCRIPTION i e Boundary King County Water District No. Ili t April 1981 Beginning at the Northeast corner of the sE 1/4 of Section 6, :f Township 21 North, Range 4 EatsE, W.A.1 -0 .- Thence Westerly along the North line theta to its inter- C) section with the West line of the East 1/2 of cr: East 1/2 of the NW 1/4 of the said SE 1/4r Thence Southerly along said West line to 1rs intersection aD with the North line of the SW 1/4 of the said SE 1/4; r Thence Westerly along said North line to its intersection with the East line of the West 1/2 of the West 1/2 of the said SW 1/4 of the SE 1/41 t� Thence Southerly along said East line to its intersection Lr with the North line, of Maltby Terrace, accord: I. to plat thereof recorded in volume 91 of plats, page 52, recol:;', of King County, Washington) ,.� Al. Thence South 81*01125" West along said North line 259.23 feQtl i r Thence North 88'50137' West 30 feet to an intersection : s with the centerline of 8th Avenue Southwest) t y ti Thence Southerly along said centerline to its Intersection •tti; with the centerline of Robert Maltby Roadl Thence Westerly along said centerline of Poh�rt Maltby Fw Road to its intersection with the Southerly extension of the -.•.., ,l East line of Lots 6 through 11, block 6, of Marine View Estates, according to plat thereof recorded in volume 4, or plats, pages 57 and 601 records of Ring County, Washington; ' ` .. .o •: fie, r Thence Northerly along said East line and its Southerly ; extension to its intersection with the Southerly margin of Southwest 300th ■treed ±d+': Thence Westerly along said Southerly margin to its inter- "r- section with the Westerly margin of 10th Avenue Southwflatl ' Thence Northerly along said Westerly margin to itc inter- ? section with the centerline of said Southwest 3o0th Street; a %, •..::�.3' • Thence Wester) along said ce Y g nterline to its intersection '`• • with the Southerly extension of the East line of the West 145{ feet of Lots 8 through 13, block 2, of De Marwcod Addition .:r�.•' to King County, according to plat thereof recorded in volume 52 the ..� 1 of plats, pages 4 and 3, records of King County, Washington; Thence Northerly along said East line and its Southerly r' extension to'its intersection with the North line of said Lot 81 7.. Thence Westerly along said North line and its Westerly extension to its intersection with the centerline of 12th Avenue 3 Southwest) Th.ence Northerly along -said cv nterline to its intersection with the centerline of Marine -View Drivel R ­..YcY MT y� lJi': �. �., -- -- _ y��. {: yr ,yyr' �'_ =ice •-. Thence Northeasterly along said centerline of Marine View Drive to its intersection with the South line of the North 340 feet of the NE 1/4 of the SW 1/4 of"saJd Section 6; Thence Westerly along said South line and the South line of the North 340 feet of Government Lot 5, said section 6 to its intersection with the West line thereof, which is also the East line of Section 1, Township 21 North, Range 3 East, W.M.1 Thence Southerly along said East line to its intersection with the North line of the South 1/2 of the SE 1/4 ,f said Section 1; Thence Westerly alona said North line to its intersection with the East line of Government Lot 2, said Section 1; Thence Northerly along said East line to its intersection with the North line of said Government Lot 2; Thence Westerly along said North line to its intersection with the West line of the East 275 feet of said Government Lot 2; Thence Southerly along said West line to its intersection with the North line of the South 530 feet of said Government Lot 21 Thence Westerly along said North line to its intersection with the East line of the West 677.12 feet of said Government Lot 21 Thence Northerly along said East line to its intersection with the North line of said Government Lot 2; Thence Westerly along said North line to its intersection with the Went line of the Southeast 1/4 of said Section 1; Thence Southerly along said West line to Its intersection with the North line of Section 12, Township 21 North, Range 3 East, W.M.; Thence Westerly along said North line and the North line of Lot 2, Block 7, of Lakota, according to plat thereof recorded in volume 21 of plats, page 33, records of Ring County, Washington, to its intersection with the Easterly margin of Virginia Avenua; Thence Southerly along said Easterly margin to its inter- section with tho Easterly Extension of the North line of Lot 8, Block 6, said Lakota; Thence Westerly along said North line and itn Easterly extension to its intersection .with the West line of said Block 61 Thence Southerly along said West line to its intersection with the North line of the South 1/2 of the NW 1/4 of said Section 121 Thence Westerly along said North line to its intersection with the West line of said Section 121 Thence Southerly along said West line and the West line of Sections 13 and 24, all in Township 21 North, range 3 East, W.M., to its intersection with a line which is,25 feet South of and parallel with the North line of said Sectir:n 241 1ihence Easterly along said parallel line to 1,4'intersection with a line which is 150 feet East of and parallel -xith the East lint of the West 1/2 of the West 1/2 ofisaid,Section 24; -2- Fa tat J O .17 J LID Thence Southerly along said parallel line to its inter- section with the Southwestern boundary line of King County; Thence Southeasterly along said boundary line to its inter- section with the East line of Section 25, Township 21 North, Range 3 East, H.M., which is also the West line of Section 30, Township 21 North, Range 4 East, W.M.; Thence continuing Southeasterly along said boundary line through Sections 30 and 31, to its intersection with the hest line of Section 32; Thence Southerly along said West line to its intersection with the South line of said Section 321 Thence Easterly along said South line, and the South line of Sections 33, 34 and 35 to a point which is 600 feet Easterly of the Southwest rorner of the SE 1/4 of the SW 1/4 of said Section 35 all in Township 21 North, Range 4 East, W.M.; Thence Northerly to a point on the South line of the North 1/2 of the said SE 1/4 of the SW 1/4 which is 450 feet Easterly of the Southwest corner thereof; Thence Northerly to a point on the South line of the North 1/2 of the said SW 1/4 which is 350 feet Easterly of the West line of the East 1/2 of the said SW 1/41 Thence Easterly along said South line to a point which is 30 fact southerly of, and at right angles to, a point on the South line of Lot 6, Block 17, of C.D. Hillman's Pacific City Addition to City of Seattle, Division No. 1, ,according to plat thereof recorded in volume 13 of plats, page 64, records of King County, Washington, which is 275 feet Easterly of the Southwest corner thereofr Thence Northerly to a point on the North line of said Lot 6 which is 240 feet Easterly of the Northwent corner thereofr Thence Westerly 240 feet along said North line to its intersection with the East line of Lot 5, said Block 171 Thence Northerly along said East lire to the Southeast corner of Lot 10, said Block 17; Thence Westerly along the South line of said Lot 10 to the Southeast corner of Lot 11, said Block 171 Thence Northerly along tt,e East line of said Lot 11 to its intersection with a line which Is 150 feet Southerly of and parallel with the North line of said Lot 11i Thence Easterly along said parallel line to is intersection with the West line of said Lot 11; s1ui Thence Northerly along said Hest line and its Northerly t; extension to its intersection with the South line of Lot 3, °i•;",.;- Block 18, of - said C.D. Hillman's Pacific City Addition to City of Seattle, Division No. 1; 2. . 5 h�u r Thence Easterly along said South line to the Southwest corner of Lot 4, said Block 181 Thence Northerly along the west line of said Lot 4 to its intersection with a line which is 150 feet Northerly of and parallel with the South•line of said Lot 4; Thence Easterly along said parallel line to ita ihtersection with the West line of Lot S, said Block 181 F1' a i. c: -3- Ib" Thence Northeasterly to a point on the East line of s-.id Lot 5 which is 100 feet Southerly of the Northeast corner thereof; `• Thence Northerly along said East line 100 feet to the Southwest corner of Lot 8, said Block 18l Thence Easterly along the South line of said Lot 8 to its intersection with a line which is 120 feet Easterly of and parallel with the West line of said Lot 8; Thence Northerly along said parallel line to its intersection with the South line of the North 1/2 of the NW 1/4 of said Cr, Section 35, which is also the North lii:j of the Town of Pacific and the South line, of Jovita Heights, according to plat thereof _ p recorded in volume 30 of plats, pages 12A, 128, 12C, 120, 12E, jand 12F, records of King County, Washington; w Thence North 89'46'09" West along said South line _to a point which is South 0'13'51" West from a point on the South line of Lot 36, Block 143, said Jovita Heights, which is 250 Leet Easterly of the Southwest corner thereof) Thence North 0'13'51" East to the said Louth line of Lot 36; Thence Northwesterly to a point on the Northwesterly line of said Lot 36 which is 250 feet Northeasterly of the southwest corner thereof) Thence Northeasterly to the Northeast corner of Lot 35, f amid Block 1431 Thence Northwesterly along the Northeasterly line of Lots 35 through 26, said Block 143 to the most Northerly corner of ; said Lot 261 N Thence Northerly along the Easterly line of Lota 13 through ! 4 said Block 143, to its intersection with the South line of Lot 3, said Block 1431 Thence Easterly along said South line and its Easterly extension to its intersection with the centerline of Oregon Drivel , Thence Northerly along said centerline to its intersection with the Southwesterly extension of the South line of Lot 10, Block 145, said Jovita Heightal Thence Northeasterly along said South line and its South- westerly extension to -the moat Easterly corner of said Lot 101 Thence Westerly along the North line of said Lot 10 and ; its Westerly extension to its intersection with the centerline of % Ohio Drivel Thence Northerly along said centerline to its intersection with the Southeasterly extension of the Northerly line of Lot 39, Block 146, said Jovita Heightsl Thence Northwesterly along said Northerly line and its f Southeasterly extension to the most Northerly corner of said �- Lot 39; Thence Southwesterly 35 feet more or less.to an angle point on the.centerline of Oregon Drivel Thence North 60'02'21" West along said centerline. 75.974 feet) -4- f. Thence continuing along said centerline South 89'50'09" Z't= West 141,70 feet to its intersection with the centerline of Grandview Boulevard; Et ; + Thence Northerly and Northeasterly along the centerline North - of said Grandview Boulevard to its intersection with the North westerly extension of the Southwesterly line of Lot 36 said Block 1461 y' Thence Southeasterly along said Northwesterly extension and the Southwesterly line of said Lot 36 and its Southeasterly extension to its intersection with the centerline of Ohio Drive; Thence North 71'43'29" East along said centerline to an -�+ O angle point therein; O Thence continuing along said centerline South 72*52121" t• .O J East 123.27 feet; +.� w Thence continuing along said centerline North 43'45'39" :t1C East 98.66 feet; � Thence continuing along said centerline North 1'03'11' < West 100.98 feet; T Thence Northwesterly 45 feet more or less to the most westerly corner of Lot 40, said Block 1461 Thence Northeasterly along the Northwesterly line of said Lot 40 to the most Northerly corner thereof which is also the Southeast corner of ►ot 20, said Block 146i i Thence Noi':herly along the East line of Lots 20 through 6, Laid Block 146, to the Northeast corner of said Lot 6; Thence Westerly along the North line of said Lot 6 and its Westerly extension to its intersection with the centerline of Grandview Boulevard; Thence Northerly along said centerline to its intersection .. with the Westerly extension of the South line of Lot 34, Block B3, said Jovita Heights; *;' Thence Easterly along said Westerly extension and the South 1:,, of Lot 34 and its Easterly extension to its inter- section wLth the centerline of Rainier Avenue) Thence Northerly along said centerline to its intersection with the Easterly extension of the North line of Lot 24, said Block Bat n" Thence Westerly along said Easterly extension and the North line of Lot 24 and its Westerly extension to its intersection with the centerline of Grandview Boulevards Thence Northerly along said centerline to its intersection with the centerline of Pennsylvania Avenues `1 Thence Northerly along the centerline of Pennsylvania Avenue to its intersection with the centerline of Grandview lc ..'. Boulevards V-41. �. ., � !�•'+1 fSj.. � •Ih •.'l. � . �QY •w a �r�tT:al.'raiMe'.,`.+,�.A:i .. Thence Northerly along the centerline of Grandview Boulevard to its intersection with the North line of said JoVita Heights, which is also the North line of Sectionti23, Township 21 North, :ajP1 Range 4 East, W.M. ; Thence Westerly along the North line of said Section 23 to the Northwest corner thereof, which is also the Southeast , cornet: of Section 15, Township 21 West, Range 4 East, W.M.; ' Thence Westerly along the South line of said Section 15 to its intersection with the centerline of Military f:-)ad; Thence Northwesterly along said centerline to its intersec- tion with the South line of the North 1/2 of the SE 1/4 of said . Section 15; Thence Easterly along said South line and the South line of the North 1/2 of the SW 1/4 of Section 14, Township 21 North, i Range 4 East, W.H., to the Southeast corner ;.hereofr ; J-Z , q� Thence Northerly 264.69 feet along the East line of the . 3 said SW 1/4 to its intersection with the centerline of Mt. view Drive (South 331st Street); Thence Easterly and Northerly along said centerline to its most Northerly intersection with the Southerly extension of a _+ line which is 210 feet Easterly of and parallel with the West = �• line, of Hi -Crest No. 2 Addition to King County, according to ''-�•:_ plat thereof recorded in volume 64 of plats, page 58, records of = King County, Washingtony fi Thence Northerly along said parallel line to its intersection with the South line of said 8i-Crest No. 2 Addition to King CountYl Thence Westerly along said South line 210 feet to its -"; intersection with the West line of said Hi -Crest No. 2 Addition =``•� to King Countyl "' K• Thence Northerly along said Best line and the Nest line, •_ ,�,. of Hi -Crest Addition to King County, according to.plat thereof recorded in volume 59 of plats, page 32, records of King County Washington, to its intersection with the South line of the ; • •r..'`•.3 NW 1/4 of the NE 1/4 of said Section 141 [ r,�,=''•- Thence Easterly along said South line 39.1 feet to its t' intersection with the East line of the said NW 1/4 of the NE 1/4 of Section 141 •{� Thence Northerly along said East line and the Eaa' line of tho SW 1/4 of the Be 1/4 of Section 11, Township 21 North, ,range 4 East, ►P.M., to its intersection with the North line of the r�• Af" South 1/2 of the South 1/2 of said Section 11== ;.'. .7^, Thence Westerly along said North line to its intersection :t.. with the East line of the Nest 1/2 of the Hest 1/2 of said �'f4•+:+ Section 111 Thence Northerly along said East line to its Intersectionrfc;;i'. •.¢y� with the South line of the North 1/2 of the. North 1/2 of said �'1 ;�':s ,i;f, Section 11; Thence Easterly along said South line to its intersection r' with the East line of the West 1/2 of the East 1/2 of said Section 11; -6- 1 .. .�+���•' ',�' 1. �i'i .sv �=i�C Y� re Y��-0"N, .. � i r L e- Thence Northerly along said Cast line and the East line of the West 1/2 of the SE 1/4 of section 2. Township 21 morLn, Range 4East, N.M., to its intersection with the South line of the NW 1/4 of the SE 1/4 of the said SE 1/4 of Section 2; Thence Easterly along said South lino to its intersection with the Ettst line of the said NW 1/4 of the SE 1/4 of the sE 1/4 of Section 2; Thence Northerly along said East line to its intersection with the South line of the BE 1/4 of the NE 1/4 of the saLd r-SE 1/4 of Section 2; Thence Easterly along said South line to its intersection with the East line of the West 130 feet of the said SE 1/4 CD of th4, NHE 1/4 of the BE 1/4 of said Section 2; IDThence Northerly along said East line to its intersection co with the South line of the North 1/2 of the said SE 1/4 of the 1.1E 1/4 of the SE 1/4 of said Section 2; Thence Easterly along said South line to its intersection with the East line of said Section 2; Thence Northerly along said East line to its intersection with the North line of the South 835.56 feet of the NE 1/4 of said Section 2; Thence Westerly along said North line to its intersection with a line which is 166.66 feet Easterly of (as measured along the North line of said Section 2) and parallel with the East line of the West 1/2 of the said NE 1/4 of Section 2; Thence Northerly along said parallel line to its intersection with a line which is 836.22 feet Southerly of (as measured along the said East line of the West 1/2 of the HE 1/4 of Section 2) and parallel with the South line of the North 351.12 feet of the said NE 1/4 of Section 2 (as measured along the West line thereof); Thence Easterly along said parallel line 33.34 feet; Thence Northerly 836.22 feet parallel with the said East line of the West 1/2 of the HE 1/4 of Section 2; Thence Westerly parallel with the North line of tie s,id NE 1/4 of Section 2 to a point on the East line of tihe NW 1/4 of said Section 2 which.is 351.12 feet Southerly of,the Northeast corner thereof; • is Thence Southerly along said East line to its intersection with the South line of the North 450.96 feet of the said NW 1/4 (as.measured along the West line of the East 1/2 of the said NW1/4); Thence Westerly along the said South line of the North 450.9$'teet to its intersection with the following described line. ;beginning at the intersection of tl•■ North line of the South 900 feet of the SW 1/4 of Section 33, Township 22 North, mange"41 East, M.M., (as xtasured along the Nest line thereof) with the West line of the 99 1/4 of the said SW 1/4; thence Easterly along •aid North line 170 feett thence southerly 300 feet parallel with the west line aClaid IN 1/4 to an intersection with.;pll* North line of the XV 1/4a.!"said iectidn 3, thence soutllirij 000 toot parallel wit th1r1`l oat lint of the Cast 1/2 of the s;id Nx 1/4, then4lr 1asterly 00 feet parallel with the Morth line,_6.4the said MW .1/4t thenft daltthOrlr 130.14 feet par61181 with' West line of the 1 S-k 1/2`Qf thissaid XW 1/4 to tho said into etton with the -South line 6[ the North 00.96 feett 1 ";F r Thence Northerly 150.96 feet parallel West line of the East 1/2 of the said NW 1/4; Thence Westerly 90 feet parallel with t, "-rth line of the said NW 1/41 Thence Northerly 300 feet parallel wit:, ; ,est line of a, the East 1/2 of the said NW 1/4 to an inters-.,-- inn with the South line of the SW 1/4 of said Section 35; 1 _ Thence Northerly 300 feet parallel will !-• ,,,est line of J� the said SW 1/41 O Thence Westerly 170 feet parallel with outh line of it .S o with the line of the SW the said SW 1/4 to an intersection J 1/4 of the said SW 1/4 of Section 35; �} w Thence continuing Westerly parallel wit South line of the said SW 1/4 of Section 35 to an into:• =ion with the East line of the West 150 feet of the 5E 1/•1-i tte SW 1/4 of the said SW 1/4 of Section 35; r Thence Northerly along said East line to i!s intersection with the North line of the said BE 1/4 of tip._ :;'.; 1/4 of the SW 1/4 of Section 35; yL Thence Westerly along maid North line t its lnternection with the East line of the NW 1/4 of the SW 1/-1 of the SW 1/4 of Section 351 s. .jr I Thence Northerly along said East line cr) i�s intersection with the North line of the South 1/2 of the n , i •1 raw 1/4 of the SW 1/4 of the SW 1/4 of Section 35; Thence Westerly along said North line t c it. intersection �. with the East line of the BE 1/4 of Sectio, '-1, i'oanship 22 North, Range 4 East, W.M.1 Thence Northerly along said East line tr)-ltg intersection with the North line of the said BE 1/0 f- Thence Westerly along said North line to its intersection F with the West line of the East 1/2 of the NW 1/4 of the sail BE {' 1/41 _'-"• Thence Southerly along said West line t,) i1.n Intersection with the North line of the South 1/2 of the iiw 1/4 of the said hence Westerly along said North line to i i.s intersection with the West line of the said BE 1/4 of Sec lien 341 Thence Southerly along said Neat line to its intersection r�.+yil�••.,;, fir• y.ti{,�,. with the North line of the South 1/2 of the south 1/2 of said . .r� Section 341 �`_"-;•-.1, Thence Westerly along said North line and the North line of } the South 1/2 of the South 1/2 of Section 33, Township 22 f,'. tM1 = North, Range 4 East, N.M., to its intersection with the Westerly margin of Primary State Highway No. 1 (SR 5); �.,. Thence Northerly along said Westerly margin to its inter- �� section with the North line of the BE 1/4 of'eaid Section 33; ; Thence Westerly along said North line to the Southeast ; corner of the NW.1/4 of said Section 33; .y r ; r ,a r �i <I is �P �"Y �rw?.^(rr 9 'ail0i wi:. •--•'�' .. �. ����. T4c;-.. .:,_„y�_��::.-a.. .. 'r'+4 T�-� �"'�wts �FJ^*��.��.�+.rifi. �lit�—. dsc. r�t�':r5 -: .� ��'�'r .--"�._.r-�..� .. ... ... - .,, .a-.'• . Thence Northwesterly to the Southeast t:o n,2r of the West 1/2 of the NF, 1/4 of the said 1,W 1/41 Thence Westerly along the Routh line of tii,- said West 1/2 to its intersection with the East line of th" West 1/2 of the said Wcst 1/2 of the NE 1/4 of the NW 1/4; Thence Northerly along said East line to its intersection with the North line of the South 1/2 of the ;.yid NE 1/4 of the NW 1/41 Thence Westerly along said North ling tr, its intersection with the West line of tho East 1/2 of the s,%i:l 1/41 Thence Southerly along said West line to its intersection with the North line of the South 1/2 of the said NW 1/41 Thence Westerly along said North line to its intersection with the centerline of Primary State Highway t1o. 1 (U,S. Highway 99)r Thence southerly along said centerline to its intersection with the North line of the SW 1/4 of said Section 33; ;'hence Westerly along said North line an'!! the North line of the SE 1/4 of Section 32, Township 22 North, Itange 4 East, W.M., to its intersection with the West line of the East 1/2 of the East 1/2 of the said BE 1/41 ' Thence Southerly along said West line to its intersection with the North line of the BE 1/4 of the said SE 1/4 of Section 321 Thence Westerly along said North line to its intersection with the Northerly extension of the Westerly margin of 13th Avenue South (Asbury avenue)► Thence southerly along said Westerly m,+r,11n and its Northerly and Southerly extensions to its intersection With the south line of the said SE 1/4 of Section 321 Thence Westerly along said South line to its intersaction with the certerline of Redondo Nay South. Thence Northerly along said centerline to its intersection with the Easterly extension of the North line of Lot 70, of Marine Hills East, according to plat thereof recorded in volume 87 of plats, pages 76 and 77, records of King County, Wanhingtoni 'thence Westerly along said North line and its Casterly extension, and continuing Westerly and Southerly along the Northerly and Westerly line of said Marine Ifills East to the most Northerly corner of Lot 76, said Marine Hills East, which is also the most Easterly corner of Lot 6, of Marine Hills No. 17, according to plat thereof - recorded in volume 98 of plate, pages 50, 51 and 52, records of King County, Washington) Thence Northwesterly and Southwesterly along the North- easterly and Northwesterly line of said Marine Hills No. 17 to the Northeast corner, of Marine dills Wcst, according to plat thereof recorded in volume 98 of plats, pages 53, 54 and 55, records of King County, Washingtonr Thence Westerly, Southerly and Easterly along the Northerly, Westerly and Southerly line of said Marine Hills West to its intersection with the Hest line of the East 1/2 of the NW 1/4 of Section 5, Township 21 North, Range 4 East, W.M.I -9- ME= — wo- —ww N-E m 9 Wa Thence Southerly along said West line to its intersection with the North line of the South 1/2 of the said NW 1/4. -7. Thence Westerly along said North line to its intersection 4 with the East line of Section 6, Township 21 North, Range 4 East, W.M.1 Thence Southerly along said East line to the Northeast corner of the SE 1/4 of said Section 6 and the Point of Beginning. LU 7; rk I I WATE' DISTRICT #124 P.O. "'?X 4249 FECERA%C WA., WA 99003 a AGREEMENT FOR PERPETUAL EASEMENT This Agreement for Perpetual Easement ("Agreement") is dated effective this 3rd day of August, 1995 and is entered into between the City of Federal Way, a Washington municipal corporation ("City") and Robert L. Wright, an individual, ("Wright"). A. The City intends to construct and maintain the Kitts Corner/South 336th regional detention and wetland/stream restoration project ("Project") as a public project located on real property within the City; B. Wright owns real property within the City, portion(s) of which are required by the City for its Project; C. The City has notified Wright that the City has t ened to cqndem an interest in the Wright property for the Project; and D. It is in the best interest of Wright and the City to reach a voluntary agreement regarding the transfer of the property from Wright to the City without the need for condemnation -litigation, if the parties can agree to the terms and conditions of such transfer. NOW, THEREFORE, the city and Wright enter into this Agreement for good and valuable consideration, the sufficiency and adequacy of which is acknowledged, in order to effect an appropriate property interest transfer to the City on the following terms and conditions: 1. Easement Area. Wright shall convey at closing a permanent exclusive easement to the City by fully executing, delivering and recording an easement in the form attached hereto as Exhibit "A" and incorporated herein by this reference ("Permanent Easement"). The Permanent Easement affects the Wright real property tax parcel 202104-9051 as legally described and as drawn in Exhibit "B", pages 1 and 2, attached hereto and incorporated by this reference ("Property"). 2. Eurrhase Price. The City shall pay, by certified check, to Wright the sum of Four hundred Fifty --Three Thousand Five Hundred Eighty -Nine Dollars and Sixty -Eight cents ($453,589.68) at closing. 3. Title. 3.1 gpndition of Title. Title to the Permanent Easement is to be free of all encumbrances or defects other than general exclusions and. exceptions approved by the City. Encumbrances to•be discharged by Wright shall be paid by Wright on or before closing. I}(GiSE•TA1C NOT REDUI King CO. rd W ORIGINAL _s S s C] Ak 3_2 :2itl Insurance. The City shall, at the City's expense, immediately upon execution by the parties to this Agreement, apply for an ALTP, standard form of owner's policy of title insurance issued by Stewart Title Company of Washington, Inc. The preliminary commitment thereto, and the title policy to be issued, shall contain no exceptions other than general exclusions and exceptions approved by the City_ If title cannot be made so insurable prior to the closing date, this Agreement shall be terminated. The city may elect to waive any such defects or encumbrances. {3.3 Future £noumbrances. Wright shall be prohibited from encumbering the permanent Easement in any manner following the full execution of this Agreement. { 4_ closing. 4.1 closing. This sale shall be closed on or before ing j.; September 8, 1995 after the city's satisfaction of the contingencies set forth in Section 5.1 herein, or at another time agreed to in writing by the parties; provided, however, that the pparties agree to extend the closing date for an additional two (2) r weeks if the need for such extension exists in order for the City ' C to satisfy the contingencies. V', Closi Casts T es and Prorati2n. Each party shall pay its own closing costs. Wright shall pay any real estate excise tax f' Pj and revenue stamps. Parties shall pay those standard closing coats r accruing to the date of closing on or before the date of closing. II Upon closing, Wright will promptly apply for and diligently pursue appropriate reevaluation with the King County Assessor of that i portion of the Property subject to the Permanent Easement. The City shall support such reevaluation by writing a letter to King County and agrees to pay to Wright at least ten (10) days before due and after receipt of a copy of the King County tax statement, the pro rata portion of the real property taxes applicable to the fair market value of the Permanent Easement area equal to 34.5% of the total taxes owed on the Property from closing until the first half, 1996 payment. Upon such reevaluation, and any refund issued by the King County Assessor, Wright- shall pay to the City the monies the City previously paid for such real property taxes. The City's obligation to pay such taxes terminates on April 30, 1996 regardless of whether or not Wright has obtained the requested reevaluation. 4.3 possession. The City shall be entitled to possession of the Permanent Easement at closing. 5. Conti naencies- 5.1 The Ca ties. The city's obligations under this Agreement are conditioned upon and subject to the City's -2- 11 satisfaction, in its sole discretion, or the City's written waiver of the following contingencies: (a) Final approval of this Agreement by the city Council of Federal Way; -fi (b) The absence of any violation, for which notice has been }� given, of federal, state or City laws including without limitation, all City codes, ordinances., resolutions, 'f regulations, standards and policies, as now existing or f hereafter adopted or amended, effecting the use, occupancy or { condition of the Permanent Easement; { (c) The pendency or threat of any litigation or proceeding E relating to the Property and/or the Permanent Easement; or f i (d) Any material change in the Property, the Permanent Easement or the improvements on the Property occurring after the execution of this Agreement. 5.2 The City shall have three (3) weeks following execution of this Agreement in which to notify, pursuant to Section 15.9, Wright that it has satisfied, has waived O satisfaction of the contingencies or has elected to terminate this to Agreement pursuant to such contingencies. O f rl 5.3 at o o Ca t c e '❑ If Wright does not M receive the notice required by Section 5.2 prior to the closing date, this Agreement shall terminate. LIM 6. city evel ent Conditions. Wright may utilize the Permanent Easement area consisting of approximately 173,613 square feet in complying with any existing or future City code requirements for open space, green belt, or maximum lot coverage, as a result of Wright's development on the Property. 7, License. Wright hereby grants a license to the City, its agents or representatives to enter upon the remaining Property legally described in Exhibit "C" to place soils excavated for its Project as an engineered fill on the Property, to use the Property for a temporary earthwork disposal area, a temporary intercepter ditch and for a temporary stockpile area, subject to the following terms and conditions: a) - Filling of the Property shall be pursuant to the grading and fill plan attached hereto as Exhibit I'D" and incorporated herein by this reference ( "plan" ) and pursuant to the terms of any permit issued based upon the Plan. The City shall, at its cast, satisfy any condition of mitigation, restoration and/or replacement resulting from this grading/filling. The City agrees that the -3 - i : specifications delivered to Wright on July 31, 1995, will be used by the city in bidding at this project; provided, however, that Wright shall have f-�• no independent cause of action' or claim pursuant to such specifications. The City shall have no obligation to place fill on the Property exceeding the usable fill resulting from its excavation. The JJ city shall determine what fill is usable in its ` sole discretion. The City shall have no obligation -- to construct any structural components or improvements in connection with placing such fill ,t and/or to incur any additional costs other than moving the available fill from the Project and placing it on the Property pursuant to the Plan and pursuant to all permits. b) By Wright's execution of this Agreement, he acknowledges receipt and his approval of the Plan_ c) Wright agrees to indemnify, defend and hold the city harmless from and against any and all liabilities, claims or damages (including attorney L_ fees and costs) resulting from the field condition and structural support characteristics of tbe-. existing fill on the Property. d) This license grants to the city control of the I� O Property during the City's grading and filling :n activities. Any use by Wright of the Property lj shall in no way interfere with the city's use of the Property. This license will revoke upon the r city's completion of the grading and filling activity; provided, however, that such revocation will not affect the city's right of reasonable access to the Permanent Easement over and across the Property to enable the City to exercise its rights pursuant to the Permanent Easement - a. storm Water Drainage. city shall provide in its Project sufficient storage volumes to handle treated storm water discharges from the Property under a maximum developed condition. Accordingly, the city agrees that. Wright, his heirs, assigns and/or successors, shall not be required to provide any on -site retention/detention-facilities for storm water on the property as a result of his initial development and the City shall provide such compensating storage within its Project; provided, however, that the City makes no such accommodation for any redevelopment of the Property and such redevelopment will be required to comply with all applicable City codes and conditions. Wright, his heirs, assigns and/or 'successors, shall install at Wright's expense, facilities for direct discharge of treated storm water from the Property to the City's Project. 9. Permits, The City is currently seeking various permits and other -governmental licenses as a condition .precedent to -4- s M I constructing its Project. The city shall review and amend as necessary all Project permit applications no later than December 31, 199s to assure all permits and approvals being applied far will allow and authorize the work and/or activities described in Sections 7 and a of this Agreement. 10. EgM t procejssing. in the event Wright, his heirs, assigns and/or successors, applies to the city for permit(s) to develop the Property, the City agrees to reasonably expedite the processing of any such complete application; provided, however, that such application will be treated in the same manner as other city applications. The City is bound in such processing to fully effect the terms and conditions in section 5 of this Agreement. Nothing in this section or in this Agreement relieves Wright of his obligation to comply with all applicable laws, codes, rules, regulations and/or permitting requirements. ,; 11. Wri nut's ti2eseat] ons and _Warrantie-. •} il'° 11.1 unyiranmental �onditlG. Wright acknowledges that it is nr Wright's obligation, at his sole cost and expense to comply or ensure compliance with all federal, state, foreign and local. laws to the environmental or administrative orders with respect conditions existing on the Permanent Easement at closing. I 11.2 Ny Ir"eases• Wright represents and warrants that the � p) Permanent Easement is not subject to any leases, tenancies or O rights of persons in possession. .n 11.3 Sao tSateria Defect. Wright is unaware of any material defect in the Permanent Easement. x2. contracting for Gra4]i a. In the event any permit is issued by the City for development of the Property, and the City enters into a contract with Aright for Wright' to perform the grading work described in the grading permit, Wright, his heirs, assigns and/or successors may conduct, at his expense, grading/filling beginning at his eastern boundary consistent with the terms and, limitations of the City's grading/filling permit as necessary to establish proper grades/foundation. 13. Drafti_a4. This Agreement has been mutually drafted by the parties and in the event of any dispute, terms and conditions will not be construed or applied against any party as a drafter. 14. siyrvival of _Warranty. The terms, covenants, representations and warranties contained in this Agreement shall not merge in the Permanent Easement, but shall survive the closing. 15. General Conditions. 15.1 aXLqrZWlce. Time is of the essence to this Agreement. " -5- s I L_I 15.2j Aeemerit. This Agreement contains all of the agreements of the partied with respect to any matter covered or mentioned in this Agreement and no prior agreements or understandings pertaining to any such matters shall be effective for any purpose. 15.3 Modification. No provision of this Agreement may be amended or added to except by agreement in writing signed by the parties. 15.4 Full Farce and Effect. Any provision of this Agreement which is declared invalid, void or illegal shall in no way affect, impair, or invalidate any other provision hereof and such other provisions shall remain in full force and effect. 15.5 This Agreement shall be made in and shall be governed by and interpreted in accordance with the laws of the state of Washington_ 15.6 Captions. The respective captions of the paragraphs of this Agreement are inserted for convenience of reference only and shall not be deemed to modify or otherwise affect in any respect any of the provisions of this Agreement. 15.7 Authvlrity tR—LxgGcte. Each party warrants that it has specific authority to execute this Agreement. 15.8 Recording. Upon full execution, this Agreement shall be recorded with the King County Department of Records. 15.9 notices. Any notices required to be given to the parties shall be delivered to the parties at the following addresses either personally delivered or by depositing the notice in the United States mail, postage prepaid (any notice so posted shall be deemed received three (3) days after the date of mailing)_ City of Federal Way, c/o Londi K. Lindell, City Attorney, 33530 1st Way South, Federal Way, WA 98003, and Robert L. Wright, c/o HAGGARD LAW OFFICE, IBM Bldg., Suite 1200, 1200 Fifth Ave., Seattle, WA 98101. WRIGHT Ro e t Wr coo HAGGARD LAW OWICE IBM Bldg., Suite 1200 120D Fifth Ave. Seattle, WA 98101 -6- CITY OF FEDERAL WAY a municipal corporation of the State of Washington Kenneth E..Nyber Its: City Manager -- 33530 1st Way,South Federal Way, WA 98003 IJ 0 ATTES I Ci y Clerx, H. Ci7r st a Green, Ct4C APPROVED AS TO FORM: City Attorney, Londi K. Lindell O c� O rl } �j STATE OF WASHINGTON O ) ss. (INDIVIDUAL NOTARY] COUNTY OF KING ) on this day personally appeared before me, the undersigned Notary Public in and for the State of Washington, duly commissioned and sworn, Robert L. Wright, to me known to be the individual described in and who executed the foregoing instrument, and on oath swore that he executed the foregoing instrument as his free and voluntary act and deed for the uses and purposes therein mentioned. GIVEN my hand and official seal this day of 1995. (notary signature) (typed/printed name of notary) Notary Public in and for the State of Washington My commission expired: -7- 0 I M ATTEST: City Clerk, N. Christine Green, CMC APPROVED AS TO FORM: ey, K. L ndell [D O V4 STATE OF WASHINGTON ) Ln ) ss. (INDIVIDUAL NOTARY] Q7 COUNTY OF KING On this day personally appeared before me, the undareigned Notary Public in and for the State of Washington, duly commissioned and sworn, Robert L. Wright, to me known to be the individual described in and who executed the foregoing instrument, and on oath swore that he executed the foregoing instrument as his free and voluntary art and deed for the uses and purposes therein ga ioned. G y hand and official s this � day ❑ 1995. notary sign u /01 ;j,t" 4,y 4• ; x :•• {typed(pr n ed name of Wta) t- J.'Puuy,� Notary Public in d for th $f L s'. Washington I r My commisss�on expires- fs STATE OF WASHINGTON ) COUNTY OF KING ) on this day personally appeared before me, the undersigned Notary Public in and for the State of Washington, duly commissioned and sworn, Kenneth E. Nyberg, to me known to be the City Manager of the City of Federal Way, a Washington municipal corporation, the corporation that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute the said instrument. /y GIVEN my hand and official seal this 31s� day of A- p,ag-f-. _, 1995. '(,notary s gnature) pUBU� lvee r red % a (typed/printed name or notary) O rj�+',,� `a Notary Public in and for the State O 111 U*��iAS` F$ My commission expires: � y 1- W4 O Kt\docLmwnt\bir19ht1.fin a•31-95 (95-09a) t� a a EXHIBIT "A" FILED FOR RECORD AT REQUEST OF: City of Federal Way iU i MAIL TO: City of Federal Way , 33530 lei Way South Federal Way, HA 98003 ATTNt Jeff Pratt EASEMENT FOR DRAINAGE FACILITIES FOR 336TH/EITTS CORNER PROJECT For and consideration of One Dollar ($I.DD) and other valuable consideration, the receipt of which is hereby acknowledged, Robert L. Wright, an individual, ("Grantor") grants, conveys and Warrants to the CITY OF FEDERAL WAY, a Washington Municipal Corporation ("Grantee"] for the purposes hereinafter set forth a perpetual z t- exclusive easement under, across and over certain real property o (the "Property") located in Federal Way, Washington, lealy p described as follows: LT� (See Exhibit "All attached hereto and incorporated herein p by this reference.) 03 Except as may be otherwise set fortis herein, Grantee's rigtits shall = be exercised only upon that portion of the Property ("Easement f Area") legally described as follows: (See Exhibit "B" attached hereto and incorporated herein by this reference.] 1. pub. Grantee and its agents, designees and/or assigns shall have the exclusive perpetual right, without prior notice to Grantor, at such times as deemed necessary by Grantee, to enter upon the Easement to inspect, construct, reconstruct, operate, maintain, repair, replace, grade, excavate and enlarge all surface water drainage facilities including, but not limited to, underground facilities and/or systems upon and under the Easement Area, together with all necessary or convenient appurtenances thereto, including without limitation, pipes, catch basins, retention and detention facilities, ponds, biofiltration swales, ditches, water quality treatment facilities vaults and semi -buried or ground mounted facilities ("Facilities"). Grantee shall have the right to flood the Easement Area and to engage in any and all activities as if Grantee owns fee title to the Easement Area. Following the initial construction of the Facilities, Grantee may 11 Efl y' from time to time construct such additional facilities or a�- improvements as it may require within the Easement Area. Z, gm. Grantee shall have the right of reasonable access to the Easement Area over and across the Property to enable Grantee to .•r exercise its rights hereunder. I' 3. 012Fxi^rncf�ena: Y, ri���aAing. Grantee may remove any and all vegetation, trees, or other obstructions within the Easement Area, and may level and grade the Easement Area. q, rrantThis Easement shall be exclusive to '' Grantee; provided, however, Grantor reserves the right to use the Easement Area in order to comply with City code requirements for open apace, greenbelts or maximum lot coverage; and provided }. as further Grantor may install, at its expense, such facilities treatd e ;�. reasonably necessary to provide for direct discharge of ed l storm water from the Property to the Easement Area in compliance l� with all applicable laws and after obtaining all necessary permits, and Grantor may install landscaping in the Permanent Easement if the City approves such installation and after obtaining all necessary permits and approvals in compliance with all applicable laws. Further, Grantor shall net perform digging, tunnelling or other form of construction activity on the property, which would i� disturb the compaction or unearth the Facilities on the Easement F q Area, or onddnger the lateral, support to the facilities. Grantor L ei shall not blast within fifteen (15) feet of the Easement Area. 9.4 Cn C S. Cnr_r_assprS and Assimns. The rights and obligations of the ;n parties shall inure to the benefit of and be binding upon their 0 respective successors, heirs and assigns. 6. t42 £ r, mbr�nr-,es. Grantor shall maintain the Easement Area free of all encumbrances and defects and is prohibited from recording or taking any action which results in the recording of any lien, encumbrance or other defect against the Easement Area. DATED this day of � 1995. GRANTOR: GRANTEE: WRIGHT CITY OF FEDERAL WAY; a Washington Municipal Corporation By HY Robert L. Wright- Kenneth E. Nyberg Its city Manager i -2- 1 s` STATE OF WASHINGTON ) iir ] ss. [INDIVIDUAL NOTARY] -' COUNTY OF KING ) r� On this day personally appeared before me, the undersigned Notary Public in and for the State of Washington, duly commissioned and sworn, Robert L. Wright, to ma known to be the individual described in and who executed the foregoing instrument, and on oath swore that he executed the foregoing instrument an his free and voluntary act and deed for the uses and purposes therein mentioned. `r GIVEN my hand and official seal this day- of 1995. (notary signature) is {typed/printed Hama of notary} ` Notary Public in and for the State of Washington My commission expires_ •c O �r STATE OF WASHINGTON ) COUNTY OF KING ) I� On this day personally appeared before me, the undersigned M Notary Public In and for the State of Washington, duly commissioned and sworn, Kenneth E. Nyberg, to ms known to be the City Manager of ;} the city of Federal Way, a Washington municipal corporation, the corporation that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein ? mentioned, and on oath stated that he was authorized to execute the said instrument. GIVEN my hand and official seal this day of 1995. K:\DDCLMENT\VF I DNT.EAS 9/01/95 (notary signature) (typed/printed name of notary) Notary Public in and for the State of ' Washington . My commission expire.: —3— 0 1 it EXHIBIT "A" TO PERMANENT EASF2 ENT - WRIGHT That portion of the south half of the north half of the north half of the southeast quarter of the northeast quarter of Section 20, and that portion of the north half of the south half of the north half of the southeast quarter of the northeast quarter of Section 20, Township 21 North, Range 4 East, W.M., in King County, Washington, lying westerly of Primary State Highway No. 1 (US 99) and more particularly described as follows: Commencing at the northeast corner of said Section 20; thence south 01°12'17" west along the east line of said northeast quarter of Section 20, a distance of 1479.34 feet to the northeast corner of said south half of the north half of the north half of the southeast quarter of the northeast quarter of Section 20; thence north 88"24'53" west along the north line of said south half of the north half of the north half of the southeast quarter of the northeast quarter of Section 20. a distance of 169.96 feet to the westerly right-of-way line of Primary State Highway No. 1 (US 99) and the TRUE POINT OF BEGINNING; thence continue along said north line north 88"45'53" west, a distance of 1143.58 feet to the northwest corner of said south half of the north half of the north half of the southeast quarter of the northeast quarter of Section 20; thence south 01 ° 14'32" west along the west line of said southeast quarter of the northeast quarter of Section 20, a distance of 328.83 feet to the southwest corner of said north half of the south half of the north half of the southeast quarter of the northeast quarter of Section 20; thence south 88"46'07" east along the south line of said north half of the south half of the north half of the southeast quarter of the northeast quarter of Section 20, a distance of 1034.43 feet to said westerly right-of-way line of Primary State Highway No. 1 (US 99); thence north 22°49'31" east along said westerly right -of --way line, a distance of 115.81 feet to the beginning of a curve to the left; thence along said curve to the left having a radius of 2815.00 feel through a central angle of 04°21'52" an arc distance of 214.43 feet; thence north 71 °32'21" west, a distance of 10.00 feet to the beginning of a curve to the left; thence along said curve to the left having a radius of 2805.00 feet through a central angle of 0'20'24" an are distance of 16.65 feet to the TRUE POINT OF BEGINNING. k: %dxumcn1%wdjh1.JS1 C] r1 ;i i P. EXHIBIT "B" TO lli PEiiMANENT EASEMENT - WRIGHT The west 528 feet of the following described property: i 'j That portion of the south half of the north half of the north half of the southeast quarter �� of the northeast quarter of Section 20, and that portion of the north half of the south half 'j of the north half of the southeast quarter of the northeast quarter of Section 20, Township I ° 21 North, Range 4 East, W.M., in King County, Washington, lying westerly of Primary ll State Highway No. 1 (US 99) and more particularly described as follows: r Commencing at the northeast corner of said Section 20; thence south 01* 12' 17" west along the east line of said northeast quarter of Section 20, a distance of 1479.34 feet to the northeast comer of said south half of the north half of the north half of the southeast quarter of the northeast quarter of Section 20; half the half r o thence north 88`24'53" west along the north line of said south of north of the north half of the southeast quarter of the northeast quarter of Section 20, a distance of .-t 169.96 feet to the westerly right -of --way line of Primary State Highway No. 1 (US 99) and the TRUE POINT OF BEGINNING; I thence continue along said north line north 88°45'53" west, a distance of 1143.58 feet to the northwest comer of said south half of the north half of the north half of the southeast quarter of the northeast quarter of Section 20; thence south 01'14'32" west along the weSL line of said southeast quarter of the northeast quarter of Section 20, a distance of 329.93 feet to the southwest camcr of said north half of the south half of the north half of the southeast quarter of the northeast quarter of Section 20; thence south 88"46'07" east along the south line of said north half of the south half of the north half of the southeast quarter of the northeast quarter of Section 20, a distance of 1034.43 feet to said westerly right-of-way line of Primary State Highway No. 1 (US 99); thence north 22"49'31" cast along said westerly right-of-way line, a distance of 115.81 feet to the beginning of a curve to the left; thence along said curve to the left having a radius of 2815.00 feet through a central angle of 04°21'52" an arc.distance of 214.43 feet; thence north 71 "32'21" west, a distance of 10.00 feet to the beginning of a curve to the left; thence along said curve to the left having a radius of 2805.00 feet through a central angle of 0°20'24" an arc distance of 16.65 feet to the TRUE POINT OF BEGINNING. k:ld=D—n6-6rw.■.Is[ 0 :LLL r rig FMT IT "E. - - ' 0 A ..'I3. ' '• Legal De_scripllon . That portion of the south half of the north half of the north half of the southeast quarter of the northeast quarter of Section 20, and that portion of the north half of the south half of the north half of tilt southeast quarter of the northeast quartz of Section 20, Township 21 North, Range 4 Fast, W.M., in lang County, Washington, lying westerly of primary State Highway No. I (US 99) and more particularly described as follows: Commencing at the northeast comer of said Section 20; thence south 01 12' I7" west along the east line of said northeast quarter of Section 20, a distance of 1479.34 feet to the northeast comer of said south half of the north half of the north half of the southeast quarter of the northeast quarter of Section 20; �} thence north 88'24'53" west along the north Iine of said south half of the north half of the north half of the southeast quarter of the northeast quarter of Section 20, a distance of 169.96 feet to the wtsterly right -of --way line of Primary State Highway No. 1 (U5 99) and the TRUE POINT OF BEGINNING; :t thence continue along said north lints north 88'45'53" west, a distance of 1143.58 feet to C the northwest comer of said south half of the north half of the north half of the southeast quarter of the northeast quarter of Section 20; O thence south 01'14'32" west along the west line of said southeast quarter of the northeast quarter of Section 20, a distance of 328.83 feet to the southwest comer of said north half P} of the south half of the north half of the southeast quarter of the northeast quarter of Section 20; thence south 88'46'07" cast along the south line of said north half of the south half of the north half of the southeast quarter of the northeast quarter of Section 20, a distance of 1034.43 feet to said westerly right -of --way line of Primary State Highway No. 1 (US 99); thence north 22'49'31" east along said westerly right-of-way line, a distance of 115.81 feet to the beginning of a curve to the left; thence along said curve to the left having a radius of 2815.00 feet through a central angle of 04'21'52" an arc distance of 214.43 feet; thence north 71'32'21" west, a distance of 10.00 feet to the beginning of a curve to the left; thence along said, curve to the left having a radius of 2805.00 fcci through a central angle of 0'20'24" an arc distance of 16.65 feet 16 the TRUE PO1NT OF BEG]NNI +IG. 11 kRd.d- f. } Exhibit "B", Page I of 2 a WRIGHT PERMANENT EASEMENT 173,613 S.F. a: n ov 95OsiiOSO7 31 lfH Y bS[ 9 N 1 REMAINDER ❑F WRIGHT y0 PROPERTY - GRADE AND FILL AREA LICENSE r Z 186,922 S.F. Ci .L 4� L� s M %t E3�EII ".Co. i0 6CB1 LICENSE AEP1 LEGAL DESCRIPTION s s That portion of the south half of the north half of the north half of the southeast quarter °i of the northeast quarter of Section A and tportion of the north half of the south half hat of the north Melt of the southeast quarter of tha northeast quattcrof Section 20,.Township 21 North, Range 4 East, W.M., in IGng County, Washington, lying westerly of Primary ` State Mghway No. I [r1S 99) and more particularly dcxrihcd at•follows'. ' Commencing at the northeast corner of said Section 20; . thence south 01"12' 17" West along the east line of said northeast quarter of Section 20, a distance of 1479.34 feet to the northeast corner of said south half of the north hnU of the t north half of the southeast quarter of the northeast quarter of Section 20; thence north 8$°2A'53" west along the north line of said south fralf of the north half of }! the north half of the southeast quarter of the northeast quarter of Section 20, a distance of 169.96 fit to the westerly right -of way line of Primary State Bighway No. 1 (US 99) I and the 'iRL7E POINT OF BEGINNING; thence continue along said north line north $8'45'53" west, a distance of 1143.58 feet to the northwest corner of said south half of the north half of the north half of the southeast tD quarter of the northeast quarter of Section 29; i l - thenaa south 01"ld'32" west along the west line of said southeast quarter of rite northeast I? °� quarter of Section 20, a distance of 328.83 feet to the southwest corner of said north half of the south half of the north half of the southeast quarter of the northeast quarter of Ln Section 20; thence south 89'46'07" cast along the south line of said north half of the south half of the north half of the southeast quarter of the northwest quarter of Stivn 20, a distance of 1034.43 feet to said westerly right -or -way . line of Primary State Frighuray No. 1 (US E 99); thence north 22'49'31" east along said westerly right -of --way line, a distance of 115.$1 feet to the beginaing of a curve to the left; thence along said curve to the left having a radius of 2815.00 feet through a central angle t of 04'21'52" an are distance of 214.43 feet; thence north 71'32121" west, a distance of 10.00 feet to the beginning of a curve to the left; lf rce along said curve to the left having a radius of 2905.00 feet through a central angle of 0'20'24" an arc distance of 16.65 feet to the TAUS PDRTr OF BEGINNING. Except the west 528 feet thereof. ' tempC mLd= tr I - - :.:•— 1 f:j•'+j, _ -�.,,1 i •_ _ ,r' r I Opr1,p �•'� IILLIIIG, gWELL •1111 4 SEE . r - ff� .1•'.1..' � +'• �f.• � + �CB''C-9`7vpe�T.,w. t RCP `}' • ~` r'7 � •' •1• - �i�lf.��-f;r` r J T2"'gCP• •..- t r .r� `- - '� ' — •' , ; I I �• � �^-. �` I � 1`Ja r• • JIy. �• .1 r . .-�� � 1 !t �rx� i�i� I' i ':�` J` �•�� L l _ 1 I+ Z _I %r ;•:':kTi�� i `4 f f •}J •`! ,' ,'~ �'f} ram_- t Ir1 ��=1= _ �'- �j� •�'��t ! � i . +.r • r r: i_ If .yl � rr-' �~ iL I�rj 1 � �i.y�'6� �� 1 j � � a`7": �� It r'1r� � 3r �•I �'�'�'► 1 _-�i � '•, if i� 1 d j ,�': _ 1 'it. .•• r�•�7}� r F1t';f .�•' 1 1 L'' t }Il} 1Cs ./% r 06. 1' r• •:_ ,� .� •�,�. �%�Ir%_ � 1 /il..: �' ■ �f• 1 •r. y __ � 'f' i. 4 �, rd_ !;x zi- it IL qq a �•' ; r SGu] FiWES ri�Ip�T OF rFFER •95 - ��CP rLy, r' 1 _ ►}�HDI,Z D_rSPO! AR'Er.rer j 1 t5 ��r +_:} ]�' +► r r fr' ;} �` 1 f SOUTH LAU+ OF E,$RTHWORtf DISPOSAC-ME A Jr j l r r_ i i ^c 1•'! ,-... ;r it ;fir.-'li i �. ter• j ";. jy�r} ? r� I r , a�i+ wu u ST[Rwi S Y R lWOUSi � 4 �. DATC RCVTSJDN H 0' C n\�ry T FILED FOR RECORD AT REQUEST OF: City of Federal Way MAIL TO: City of Federal Way 33530 let way South Federal Way, HA 98003 OD ATTN: Jeff Pratt O '.D O N EASEMENT FOR DRAINAGE FACILITIES FOR 336TRIKITTS CORNER PROSECT For and consideration of One Dollar ($1_00) and other valuable consideration, the receipt of which is hereby acknowledged, Robert L. Wright, an individual, ("Grantor") grants, conveys and warrants to the CITY OF FEDERAL WAY, a Washington Municipal Corporation (n ("Grantee") for the purposes hereinafter set forth a perpetual exclusive easement under, across and over certain real property (the "Property") located in Federal Way, Washington, legally described as follows: [See Exhibit "A" attached hereto and incorporated herein by this reference.] ul J } Except as may be otherwise set forth herein, Grantee's rights shall �- be exercised only upon that portion of the Property ("Easement Area") legally described as follows: w[See Exhibit "B" attached hereto and incorporated herein by f— this reference.] 1. Purpose. Grantee and its agents, designees and/or assigns shall have the exclusive perpetual right, without prior notice to Grantor, at such tunes as deemed, necessary by Grantee, to enter upon the Easement to inspect, construct, reconstruct, operate, maintain, repair, replace, grade, excavate and enlarge all surface water drainage facilities including, but not limited to, underground facilities_ and/or systems upon and.under the Easement Area, together with all necessary or convenient appurtenances thereto, including without limitation, pipes, catch basins, retention and detention facilities, ponds, biofiltration swales, ditches, water quality treatment facilities vaults and semi -burled or ground mounted facilities ("Facilities"). Grantee shall have the right to flood the Easement Area and to engage in any and all activities as if Grantee owns fee title to the Easement Area'. Following the initial construction of the Facilities, Grantee may EXCISE TAX NDT 9EQUIF1ED 0 from time to time construct such additional facilities or �'•' improvements as it may require within the Easement Area. 2. AcceFis. Grantee shall have the right of reasonable access to ti jc the Easement Area over and across the Property to enable Grantee to exercise its rights hereunder. f 3. pbstr c ions; Landsciapin4t. Grantee may remove any and all !i vegetation, trees, or other obstructions within the Easement Area, F. and may level and grade the Easement Area. i+ ' 4, crantvr+s use of Ea_semen This Easement shall be. exclusive to <<r Grantee; provided, however, Grantor reserves the right to use the - Easement Area in order to comply with City code requirements for l e open space, greenbelts or maximum lot coverage; and provided further Grantor may install, at its expense, such facilities as Cl reasonably necessary to provide for direct discharge of treated !}++: storm water from the Property to the Easement Area in compliance i•,with all applicable laws and after obtaining all necessary permits; and Grantor may install landscaping in the Permanent Easement if the city approves such installation and after obtaining all conecessary permits and approvals in compliance with all applicable p laws. Further, Grantor shall not perform digging, tunnelling or Lo other form of construction activity on the Property, which would disturb the compaction or unearth the Facilities on the Easement .1 Area, or endanger the lateral support to the Facilities. Grantor shall not blast within fifteen (15) feet of the Easement Area. 5. Sueceseors a d Assigns. The rights and obligations of the parties shall inure to the benefit of and be binding upon their respective successors, heirs and assigns. 6, 09 tnc2ML!rancas- Grantor shall maintain the Easement Area free of all encumbrances and defects and is prohibited from recording or taking any action which results in the recording of any lien, encumbrance or other Xdfect against the Easement Area. DATED this d day of 1995. GRANTOR: GRANTEE: WRIGHT CITY OF FEDERAL WAY, a Washington Municipal Corporation ByBy 4Ro4.tZ Kenneth E. Nybe � Its City Manager -2- STATE OF WASHINGTON ) ) ss. [INDIVIDUAL NOTARY] COUNTY OF KING ) On this day personally appeared before me, the undersigned Notary Public in and for the State of Washington, duly commissioned and sworn, Robert L. Wright, to me known to be the individual described in and who executed the foregoing instrument, and on oath swore that he executed the foregoing instrument as his free and voluntary act and deed for the uses and purposes the xei mentioned. hand and official goal this day of 1995. r ary slafnat re) rf (typed printed name of notary) Notary Public in and for the State of Washington Ijs} 00 My commission expires: r1fill a ?+ 4 O 9/01/95 O) i -3- • STATE OF WASHINGTON ) ) ss. [INDIVIDUAL NOTARY] COUNTY OF KING ) On this day personally appeared before me, the undersigned Notary Public in and for the State of Washington, duly commissioned and sworn, Robert L. Wright, to me known to be the individual described in and who executed the foregoing instrument, and on oath swore that he executed the foregoing instrument as his free and voluntary act and deed for the uses and purposes therein mentioned. GIvEN my hand and official seal this day of 1995. (notary signature) (typed/printed name of notary) Notary Public in and for the State of Washington My commission expires: p STATE OF WASHINGTON ) cD ) ss. C COUNTY OF KING ) rl ri Cn on this day personally appeared before me, the undersigned C Notary Public in and for the State of Washington, duly commissioned and sworn, Kenneth E. Nyberg, to me known to be the City Manager of the City of federal Way, a Washington municipal corporation, the corporation that executed the foregoing instrument, and acknoWledged the said instrument to be the free and voluntary act and deed of said Corporation, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute the said instrument. GIVEN my hand and official seal this day of ff ' ' . 1995. K:\oocumEHT\VRIGHT.EAS 9101j'95 (notary s nature) Ej IP-P� hk I "n tnn (typed/printed name of notary) Notary Public in and for the State of Washington. My commission expires:_1-�q—lC_. -3- as i EXHIBIT "A" TO PERMANENT EASEMENT - WRIGHT That portion of the south half of the north half of the north half of the southeast quarter of the northeast quarter of Section 20, and that portion of the north half of the south half of the north half of the southeast quarter of the northeast quarter of Section 20, Township 21 North, Range 4 Fast, W.M., in King County, Washington, lying westerly of Primary State Highway No. 1 (US 99) and more particularly described as follows: Commencing at the northeast corner of said Section 20; thence south 01' 12' 17" west along the east line of said northeast quarter of Section 20, a distance of 1479.34 feet to the northeast comer of said south half of the north half of the north half of the southeast quarter of the northeast quarter of Section 20; a thence north 88'24'53" west along the north line of said south half of the north half of Wthe north half of the southeast quarter of the northeast quarter of Section 20, a distance of 0 169.96 feet to the westerly right-0f-way fine of Primary State Highway No. 1 (US 99) and the TRUE POINT OF BEGINNING; thence continue along said north line north 88'45'53" west, a distance of 1143.58 feet to Ln the northwest corner of said south half of the north half of the north half of the southeast C) quarter of the northeast quarter of Section 20; thence south O1 *14'32" west along the west line of said southeast quarter of the northeast quarter of Section 20, a distance of 328.83 feet to the southwest comer of said north half of the south half of the north half of the southeast quarter of the northeast quarter of Section 20; thence south 88'46'07" cast along the south line of said north half of the south half of the north half of the southeast quarter of the northeast quarter of Section 20, a distance of 1034.43 feet to said westerly right-of-way line of Primary State Highway No. 1 (US 99); thence north 22'49'31" east along said westerly right-of-way line, a distance of 115.81 feet to the beginning of a curve to the left; thence along said curve to the left having a radius of 2815.00 feet through a central angle of 04'21'52" an arc distance of 214.43 feet; thence north 71'32'21" west, a distance of 10.00 feet to the beginning of a curve to the left; thence along said curve to the left having a radius of 2805.00 feet through a central angle of 0'20'24". an arc distance of 16.65 feet to the TRUE POINT OF BEGINNING. t: w-umwkk ighdffl "K. - -. W-- -- I - O 111 EXHIBIT "B" TO PERM4NEAIT EASEMENT - WRIGHT The west 528 feet of the following described property: That portion of the south half of the north half of the north half of the southeast quarter of the northeast quarter of Section 20, and that portion of the north half of the south half of the north half of the southeast quarter of the northeast quarter of Section 20, Township 21 North, Range 4 East, W.M., in King County, Washington, lying westerly of Primary State Highway No. I (US 99) and more particularly described as follows: Commencing at the northeast corner of said Section 20; q thence south 01' i2' 17" west along the east line of said northeast quarter of Section 20, a distance of 1479.34 feet to the northeast comer of said south half of the north half of the r4 north half of the southeast quarter of the northeast quarter of Section 20; V4 thence north 88°24'53" west along the north line of said south half of the north half of a the north half of the southeast quarter of the northeast quarter of Section 20, a distance of LQ I69.96 feet to the westerly right-of-way line of Primary State Highway No_ 1 (LTS 99) and the TRUE POINT OF BEGINNING; thence continue along said north line north 88'45'53" west, a distance of 1143.58 feet to the northwest comer of said south half of the north half of the north half of the southeast quarter of the northeast quarter of Section 20; thence south 01`14'32" west along the west line of said southeast quarter of the northeast quarter of Section 20, a distance of 328.83 feet to the southwest comer of said north half of the south half of the north half of the southeast quarter of the northeast quarter of Section 20; thence souks 88'46'07" east along the south line of said north half of the south half of the north half of the southeast quarter of the northeast quarter of Section 20, a distance of 1034.43 feet to said westerly rig ht•o( way Iine of Primary State Highway No. 1 (US 99); thence north 22'49'31" east along said westerly right —Of --way line, a distance of 115.81 feet to the beginning of a curve to the left; thence along said curve to the left having a radius of 2815.00 feet through a central angle of 04°21'52" an arc distance of 214.43 feet; thence north 71'32'21" west, a distance of 10.00 feet to the beginning of a curve to the left; thence along'said curve to the left having, a radius of 2805.00 feet through a central angle of 0'20'24" an arc distance of 16.65 feet to the TRUE POINT OF BEGINNING. k: Wocumcnll Wrirtu a.ICI GEOTECHNICAL INVESTIGATION PROPOSED CLAIM SERVICE CENTER 34001 PACIFIC HIGHWAY SOUTH FEDERAL WAY, Washington Prepared for: Progressive Casualty Insurance Company Zaremba Group, LLC RECEIVED NIAY 2 0 Z005 CITY GAF FEDERAL WAY BUILDING DEFT, 4 . GEOTECHNICAL INVESTIGATION PROPOSED CLAIM SERVICE CENTER 34001 PACIFIC HIGHWAY SOUTH FEDERAL WAY, Washington Prepared for: Progressive Casualty Insurance Company Zaremba Group, LLC L MAY 2005 REF. No. 38806 (2) This report is printed on recycled paper. Prepared by: CRA Engineering, Inc. 651 Colby Drive Waterloo, Ontario Canada N2V 1C2 Office: (519) 884-0510 Fax: (519)884-0525 web: http:\\www.CRAworld.com i� 'r TABLE OF CONTENTS T' IF P� 1.0 INTRODUCTION...................................................................................................................1 F2.0 OTHER SITE INVESTIGATIONS........................................................................................ 2 3.0 FIELD PROCEDURES.......................................................................................................,... 3 IF 4.0 SITE CONDITIONS...............................................:............................................................... 5 t, r5.0 REGIONAL GEOLOGY........................................................................................................ 6 . , 6.0 SUBSURFACE CONDITIONS.............................................................................................. 7 .r 6.1 FILL.........................-..-...........................................................................7 6.2 SAND/SANDY SILT/SILTY SAND. ............. . 8 6.3 SAND AND GRAVEL........................................................................................ 8 -r 6.4 GROUNDWATER.............................................................................................. 8 7.0 DISCUSSION AND RECOMMENDATIONS.................................................................... 9 7.1 FOUNDATION DESIGN PARAMETERS....................................................... 9 . l 7.1.1 CONVENTIONAL SHALLOW FOUNDATIONS - ENGINEEREDFILL........................................................................................... 9 7.1.2 DEEP (PILE) FOUNDATIONS ...:.................. 7.2 SLAB -ON -GRADE DESIGN PARAMETERS...............................................11 7.3 PAVEMENT DESIGN......................................................................................12 r 7.3.1 SUBGRADE PREPARATION 12 kL 7.3.2 ......................................... DRAINAGE . ................................ .13 7.3.3 PAVEMENT STRUCTURE..............................................................................13 7.4 SITE SERVICING...............................................................................................14 7.4.1 BEDDING AND BACKFILL .................. 7.4.2 SOIL CORROSIVITY........................................................................................14 l 8.0 DESIGN AND CONSTRUCTION CONSIDERATIONS................................................15 8.1 EXCAVATION..................................................................................................15 8.2 EARTHQUAKE CONSIDERATIONS...........................................................15 L. 8.3 CONSTRUCTION MONITORING................................................................15 8.4 LIMITATIONS OF THE REPORT..................................................................16 38e06(2) CRA ENGINEERING, INC. LIST OF FIGURES (Following Text) FIGURE 1 SITE PLAN FIGURE 2 BOREHOLE LOCATION PLAN FIGURE 3 TYPICAL FOUNDATION SUBDRAINAGE DETAILS RECOMMENDATIONS LIST OF TABLES (Following Text) TABLE 1 RECOMMENDED SHALLOWEST PILE -TOE BEARING DEPTHS AND MAXIMUM ALLOWABLE SOIL BEARING PRESSURE TABLE 2 MINIMUM COMPONENT THICKNESS FOR ASPHALTIC CONCRETE PAVEMENT STRUCTURES TABLE 3 EVALUATION OF SOIL CORROSIVITY LIST OF APPENDICES APPENDIX A BOREHOLE LOGS (BHl TO BH6 AND BH101 TO BH106) APPENDIX B LABORATORY TEST RESULTS seeos (z) CRA ENGINEERING, INC. 1.0 INTRODUCTION This report summarizes the findings of the Geotechnical Investigation completed at a commercial property located at 34001 Pacific Highway South (Site), Federal Way, Washington. CRA Engineering, Inc. (CRA) has prepared this Geotechnical Investigation Report for Progressive Casualty Insurance Company (Progressive)/Zaremba Group, LLC (Zaremba). CRA understands that Progressive is considering purchasing the 3.78-acre Site for the construction of approximately 13,662 square feet Claim Service Center. A Site location plan is shown on Figure 1. A Site plan, showing the proposed development, provided by Zaremba, is provided on Figure 2. The purpose of the geotechnical investigation was to assess the existing ground conditions for the proposed development and provide geotechnical recommendations with respect to building foundations, pavement structure, and underground utility design and construction. The anticipated subsurface conditions pertaining to excavation, temporary groundwater control, and backfill are also discussed with regard to how these might influence the design and construction. L L L L seeos (z) 1 CRA ENGINEERING, INC. L 'i 2.0 OTHER SITE INVESTIGATIONS iF{ The following reports orts and drawings completion of s were reviewed concurrent with the g this geotechnical investigation: l� 1. Drawing No. SV-1 dated November 1, 1999 showing Topography Survey of the Site, provided by TRIAD Associates on CRA request. 2. A June 13, 2001 Geotechnical Engineering Report prepared by Associated Earth Sciences Inc., (AES) for U-Haul International. 3. A February 2002 Letter Report prepared by AES for U-Haul International, providing supplemental recommendations for pile foundation design. 4. A December 2004 Report prepared by AES for Hebert Construction, Inc., providing geotechnical and pavement section design recommendations for improvements to Pacific Highway South. r 5, A March 2005 Phase I Environmental Site Assessment (ESA) of the Site prepared by CRA. Zaremba provided items 2 to 4 above for CRA's review at the time of the March 18, 2005 geotechnical investigation. The geotechnical investigation carried out by AES in 2001 at the Site was for a proposed two -storey metal -frame building for a U-Haul facility. The investigation comprised 9 - test pits (EP-1 to EP-9) excavated to 10 ft to 13 ft depths bgs and three boreholes (EB-1 to EB-3) drilled to 24 ft to 39 ft bgs. A review of test pit and borehole location plan given in - the report shows that test pits EP-1 to EP-6 and boreholes EB-2 and EB-3 appear to be within the proposed Claim Service Center building and footprint area. The subsoil conditions encountered in these test pits and boreholes are consistent with investigations carried out by CRA in March and April 2005. Reports listed as items 3 and 4 are AES piling and pavement design recommendations, which are based on 2001 field geotechnical investigations. L L L 38806 (2) L The reader is referred to the above -listed reports for their detailed findings and recommendations. 2 CRA ENGINEERING, INC. IF �r i�3.0 FIELD PROCEDURES 4' f_ The proposed Scope of Work (SOW) was detailed in a January 24, 2005 letter to Mr. Gary 1 Biales, Vice President of Zaremba Group, LLC. The SOW comprised drilling of six T boreholes sampled using the standard penetration technique (four within the proposed + building footprint to 20 feet (ft) depths and two in the proposed parking area to 5 ft depths). I�The six boreholes were located in the field by CRA personnel with reference to the Site ' plan provided by the Client. Boreholes BH1 to BH4 were located close to corners of the proposed building, while boreholes BH5 and BH6 were located in the proposed parking lots. The boreholes were advanced on March 18, 2005 at the locations shown on Figure 2 by Cascade Drilling, Inc., a geotechnical drilling sub -contractor hired for this project. A truck -mounted drill rig employing continuous flight hollow stem augers advanced the boreholes. The drilling and sampling operations were carried out under full time . supervision of CRA field personnel. The depths of boreholes ranged from 6.5 ft to 31.5 ft below the existing ground surface (bgs). Because of unsuitable random fill deposits encountered at the Site extending deeper than 20 ft depth bgs, boreholes BH1 to BH4 were advanced to 26.5 ft to 31.5 ft depth in order to find a competent bearing stratum. Representative disturbed samples of the strata penetrated were obtained using a split -spoon barrel sampler advanced by means of dropping a 140-pound hammer 30 inches, driving a 2-inch outer diameter (o.d.) sampler into the soil. The standard sampling procedure was in accordance with the American Society for Testing and Materials (ASTM) standard D 1586 (Standard Penetration Test or SPT). Detailed descriptions of the subsurface conditions are provided on the individual borehole logs included as Appendix A. Based on the March 18, 2005 borehole investigation findings, the existing fill was not considered suitable for the support of building structural loads due to the possibility of r excessive differential settlements. After discussion with Mr. Todd Hamula of Zaremba, L CRA proposed installing six additional boreholes drilled to deeper depths in order to determine the suitability of founding auger -cast piles in the very dense sand and gravel layer identified in BH1 and BH4 during the March 18, 2005 investigation. Following approval by Zaremba, an additional borehole investigation was carried out on April 20 and 21, 2005 at the locations shown on Figure 2. The six additional boreholes (BH101 to BH106) were drilled by Cascade Drilling, Inc., using a track -mounted rig. The boreholes were located at the Site by CRA personnel, who also supervised the drilling and sampling operations. Drilling and sampling methodologies were similar to that 3ee06(2) 3 CRA ENGINEERING, INC. described for the March 18, 2005 investigation. Detailed descriptions of the subsurface conditions are provided on the individual borehole logs included in Appendix A. Soil samples obtained during the field investigations from all boreholes were observed in the field for type, texture, and color. The samples were sealed in clean plastic containers and transferred to a CRA laboratory where they were re-examined by a senior geotechnical engineer to verify the accuracy of the initial soil descriptions. Laboratory testing was carried out in accordance with the SOW and comprised moisture content determination (ASTM D 2216) on all recovered soil samples, one grain size analysis (ASTM D 422/D 1140) on a representative sample from the proposed parking area, and one soils resistivity analysis on a representative split -spoon soil sample from the building footprint area. The moisture contents are reported on the borehole logs in Appendix A. The grain size and resistivity analysis results are provided in Appendix B. 3ee06(2) 4 CRA ENGINEERING, INC. r+ te� F .1 L t t 4.0 SITE CONDITIONS Currently the approximately 3.78-acre Site is vacant and covered in vegetation. The Site is relatively flat and slopes downward towards the west. To the west side of the property, there is a steep drop-off that leads to a regional wetland. On the east side of the Site, there is a Pacific Highway South easement drainage ditch that is rock lined. Overhead power lines run along the Pacific Highway frontage. The Site is bordered by vacant property to the south and north. According to the Phase I ESA report, there were two fuel -oil -heated domestic dwellings at the Site. These dwellings and fuel oil tanks were removed by the City of Federal Way as part of their Highway easement improvement project. No signs of the dwellings or their foundations were observed during the present geotechnical investigations. L seeos(z) 5 CRA ENGINEERING, INC. i 5.0 REGIONAL GEOLOGY Federal Way, located south of Seattle, lies within the Puget Lowlands of western I Washington. The Puget Lowland physiographic province consists of a broad, low lying ' region situated between the Cascade Range to the east and Olympic Mountains and 1 Willapa Hills to the west. San Juan Islands divide the Puget Lowland from Strait of Georgia in British Columbia. - Puget Lowland was subjected to four periods of extensive glaciation, starting in the early Pleistocene. The last continental glacier, the Cordilleran ice sheet, shaped the present-day geomorphology of the Lowland. Large areas south of Seattle are covered by recessional outwash sands and gravels, which are presently a major source of construction raw materials. Washington is impacted by crustal tectonics as the oceanic Juan de Fuca plate subducts under the North American continent. Seismographs record more than 1,000 earthquakes each year with at least 10 producing sufficient shaking to be felt by the public. Most of the largest recorded earthquakes have occurred in the Puget Lowland between Olympia and the Canadian border, in the Cascade Mountains to the east and along the Washington -Oregon border. The epicenters for the three major earthquakes were under Y Olympia (1949 — 7.1 Magnitude), Seattle -Tacoma (1965 — Magnitude 6.5) and Nisqually (2001— 6.8 Magnitude). Puget Lowland is classed as a Seismic Risk Zone 3 (on a scale of 0 to 4, with 4 being highest risk). L L L 38e06(2) 6 CRA ENGINEERING, INC. L F r r 6.0 SUBSURFACE CONDITIONS A brief description of the soil stratigraphy encountered at the borehole locations is summarized, in order of depth, in the following sections. The detailed description of the soils encountered at each borehole location is recorded on the individual borehole logs provided in Appendix A. It is noted that the subsurface conditions were determined at the borehole locations only, and may vary with other locations on the Site. The boundaries between various strata as shown on the logs are based on non -continuous sampling. These boundaries represent an inferred transition between various strata, rather than a precise plane of geological change. 6.1 FILL A thin topsoil layer about 8 to 12 inches thick was encountered at the ground surface at the locations of boreholes BH1 to BH6. Surface sampling was not carried out at locations of BH101 to BH106. Random fill material generally comprising sandy silty materials containing a trace to some gravel and varying clay content ranging from a trace to higher fractions (imparting cohesive characteristics) was encountered at all the borehole locations at the ground surface or underlying surficial topsoil layer. The fill deposits extend to depths of 18 ft bgs (BH2) to 25 ft bgs (BH103 and BH106) at the borehole locations. These deposits contain construction debris comprising brick, wood, asphalt fragments, and possible tree stumps, as evidenced in the split -spoon samples and drill cuttings. Difficult augering was encountered in some of the fill, likely due to the presence of large concrete rubble. The SPT "N" values in the fill deposits ranged from a low value of 1 to split -spoon refusal. Moisture contents of the split -spoon samples range from 4.2 percent to 27.9 percent. The large variation in "N" values and moisture contents is indicative of the random nature of the fill material and degree of its compaction, as well as varying construction debris content and organic inclusions. A grain size analysis was carried out on a sample of fill material obtained at 5 ft to 6.5 ft depth bgs from BH6. The grain size analysis shows that the fill material comprises silty sand with a trace of gravel. The grain size distribution curve is included in -Appendix B. 38806 (2) 7 CRA ENGINEERING, INC. 1F i' F6.2 SAND/SANDY SILT/SILTY SAND Brown/gray-brown cohesionless glacio-fluvial soil deposits comprising sand/sandy Fsilts/silty sands were encountered below the fill deposits at the locations of all deep boreholes extending beyond the fill deposits except at BH101. These deposits extend to depths of 26.5 ft to 40 ft bgs (BH1, BH4 and BH101 to BH106) and to the termination Fdepths of 31.5 ft bgs of boreholes at BH2 and BH3. The SPT "N" values in these deposits varied from 12 to 29, indicating a general relative density of 'medium dense'. The 20 ft thick sandy deposit at BH102 has a relative density of loose to marginally medium dense as indicated by SPT "N" values ranging from 8 to 11. Moisture content in the cohesionless deposits varied from 8.7 percent to 20.8 percent indicating damp to moist -wet conditions., An isolated low value of 4.1 percent moisture content was measured at 20 ft, bgs, in BH4. Wet conditions were encountered in BH102, where a high moisture content value of 32 percent was measured. 6.3 SAND AND GRAVEL A brown sand and gravel layer comprising glacial outwash deposits was encountered below the fill and cohesionless sandy deposits. At the location of borehole BH101, sand and gravel deposits were encountered directly underneath the fill deposits. A review of borehole logs shows that the sand and gravel layer extends to termination depths of boreholes BHl, BH4, and BH101 to BH106 ranging from 26.5 ft to 51.5 ft bgs. The SPT "N" values in the sand and gravel layer ranged from 51 to split -spoon refusal indicating a relative density of very dense. The sand and gravel deposits may contain cobbles and boulders, as evidenced by the occasional split spoon refusal values. The moisture content was found to range from 2.6 percent to 7.6 percent in the sand and gravel layer, indicating dry to damp conditions. L L6.4 GROUNDWATER Saturated conditions (free groundwater) were not encountered in any of the boreholes on completion of drilling operations. However, moist to wet conditions were noted in some of the sandy deposits (BH2, BH102). L 38806(z) 8 CRA ENGINEERING, INC. L.. 7.0 DISCUSSION AND RECOMMENDATIONS It is understood that the conceptual development plan for this Site consists of an approximately 13,662 square feet Claim Service Center with associated parking facilities. The proposed center will not have a basement and will be constructed with a slab -on -grade, set close to the existing site elevations. Based on prototype drawings provided by Zaremba, it is our understanding that the one -storey building will comprise a block masonry wall supported structure. ' The area proposed for the proposed Claim Service Center has been filled with random fill deposits 20 ft to 25 ft thick. Based on the thick random fill deposits encountered at the borehole locations, the following comments and recommendations are provided. 7.1 FOUNDATION DESIGN PARAMETERS The random fill deposits, owing to the inclusion of construction debris, organics and other deleterious materials and variable degree of compactness, are not considered a suitable foundation -bearing stratum. Building components supported directly on the exis.ting fill may experience excessive differential settlements and possible structural damage. Two foundation alternatives, which can be considered are replacement of the random fill material with engineered fill, or transmitting the foundation loads to a competent soil stratum at a deeper depth through deep (pile) foundations. These two alternatives are discussed in the following sections. 7.1.1 CONVENTIONAL SHALLOW FOUNDATIONS - ENGINEERED FILL For the footings -on -engineered -fill option, the existing fill materials should be completely removed to the native soil stratum from an area extending at least 6 ft beyond the building footprint. Based on the borehole investigation, part of the fill material appears to be re -useable. The clean excavated material will need to be separated from the material containing organics, construction debris and other deleterious material. Following inspection of the excavated subgrade by a geotechnical engineer, the bulk excavation should be backfilled with clean on -site excavated material. L The material should be placed in thin uniform lifts (8 inch loose thickness) and compacted to minimum 98% standard Proctor maximum dry density (SPMDD). In case of a shortage of clean on -site material, imported material free of organics and other deleterious material as approved by the geotechnical engineer can be used. The footings 3ee06(2) 9 CRA ENGINEERING, INC placed on the compacted engineered fill can be designed for maximum allowable soil bearing pressure of 3,000 pounds per square feet (psf). The minimum footing width to be used in conjunction with the above bearing pressure should be 18 inches for strip footings and 32 inches for square footings. Total settlement and differential settlement of the building foundations supported on engineered fill constructed in accordance with the above recommendations are not expected to exceed 1 inch. Owing to potential anomalies in the engineered fill, the footings should be reinforced with steel bars in order to tolerate minor differential settlements. All exterior footings or footings in unheated areas must be provided with at least 18 inches of earth cover for protection against footing subgrade erosion and freezing temperatures. Foundation perimeter drainage should be provided in accordance with typical recommendations shown on Figure 3. If imported well -graded granular material is used as engineered fill, then perimeter foundation drains are not required. 7.1.2 DEEP (PILE) FOUNDATIONS Different types of piles such as pre -cast driven piles or cast -in -place piles can be used, depending on the subsoil conditions and the technologies favored by the local piling contractors. Based on discussions with Zaremba and a local piling contractor (McDowell N. W. Piling), the continuous flight auger (CFA) piles (also known as auger -cast piles) appear to be the preferred type of pile foundation for this area. Auger -cast piles will also be suitable for the Site conditions where caving in of fill, or sandy materials in an unsupported hole, may be an issue. The auger -cast piles are constructed by augering to the required bearing depth, using a continuous flight hollow -stem auger in a continuous downward movement. Soil travels Lupward as the auger rotates, keeping the flights full of soil cuttings. Once the required depth is achieved, concrete is pumped under pressure through the interior of the hollow stem auger to the tip of the pile. The auger is slowly withdrawn and concrete is continuously pumped, ensuring there is no open, unsupported hole at any location in the vertical profile. Perched water if encountered could flow down the auger, however, Lthe upward movement of soil at all times and the advance of the rising concrete minimizes water infiltration. A concrete head of at least 10 ft should be maintained L seeos(z) 10 CRA ENGINEERING, INC. L inside the hollow stems, at the time of concreting, in order to avoid voids and 'neck' formation. The auger -cast piles are typically nominally reinforced with steel bars, which are lowered into the wet concrete. The steel reinforcement comprises a steel reinforcing bar cage extending to typically more than 70 percent of pile depth and a center reinforcing bar extending to the tip of the pile. The shallowest pile tip depths, with the recommended allowable pile axial and lateral capacities for an 18-inch diameter auger cast pile, are given in Table 1 at the individual borehole locations. These tip depths are based on augering at least 6 ft into the very dense sand and gravel deposits. The piles must be installed under geotechnical supervision to ensure that the piles are constructed in accordance with the above recommendations. A specialist piling -contractor should review the borehole logs and verify piling suitability and capacity based on piling experience under similar conditions. Augering difficulties due to the possible presence of concrete rubble in the fill material and boulders and cobbles in sand and gravel layer should be expected. 7.2 SLAB -ON -GRADE DESIGN PARAMETERS The random fill material is not considered suitable for support of a slab -on -grade due to the reasons explained in Section 7.1. It is recommended that the floor slab should be supported on the auger cast piles placed on a grid pattern beneath the slab. Alternatively, if some differential settlement of the floor slab can be tolerated, the random fill material should be sub -excavated to at least a depth of 3 ft below the underside slab elevation. Any soft or otherwise unsuitable or un-compactable material encountered should be further sub -excavated to competent soil as directed by a geotechnical engineer. The exposed subgrade should be compacted using a heavy-duty vibratory smooth drum roller to 98 percent SPMDD. The resulting excavation should be backfilled using imported well -graded granular material containing less than 8 percent fines (passing No. 200 sieve) free of organics and any other deleterious material, with gravel not exceeding 1 inch in size. Imported granular material can then be placed in loose lifts not exceeding 8 inches in thickness and compacted to 98 percent SPMDD, until the slab -on -grade design subgrade level is achieved. seeos (2) 11 CRA ENGINEERING, INC. IF1 In case of adoption of foundation -on -engineered fill option, the slab -on -grade subgrade would comprise compacted engineered fill. For this option, the slab -on -grade should be �F placed on an 8-inch thick granular base compacted to 100 percent SPMDD. The granular ' material gradation should be as per the above recommendations. r Some long-term differential settlement should be expected between the pile -supported walls and the slab -on -grade supported on compacted granular material. The magnitude ` of differential settlement would depend on the floor dead and live loads, thickness of r ' the granular base, and characteristics of the random -fill -material subgrade across the ' building footprint. The floor slab should therefore be structurally separate from the perimeter foundation walls and columns supported on deep foundations. If a capillary moisture barrier is desired, a 3/-inch size clear stone, in a 6-inch thick layer should be provided as a base course of the slab -on -grade. The 3/-inch clear stone should be compacted by vibration to a dense state. The clear stone base should be covered with a plastic membrane, to avoid ingress of fresh concrete into the base. It is assumed that the floor loading will be relatively light (i.e., less than 500 psf.). If heavier floor loading, high point loads, or super -flat floors are to be used in the building, then a more detailed review will be required. Perimeter drainage of the structure is not required provided the finished floor level in the structure is at least 8 inches above the prevailing exterior grade level. 7.3 PAVEMENT DESIGN 7.3.1 SUBGRADE PREPARATION It is understood that the existing grades will be maintained in the proposed parking lots and no major fill or cut operations are anticipated. The pavement design recommendations are based on the subgrade support capabilities that will be available from the undisturbed/prepared subgrade compacted to a minimum 98 percent SPMDD. The exposed subgrade should be compacted to 98 percent SPMDD. The subgrade should then be proof -rolled using a loaded dump truck. Any loose, soft or unstable areas should be over -excavated and backfilled with imported granular material compacted to at least 98 percent SPMDD. 38806 (2) 12 CRA ENGINEERING, INC. All work should be monitored by qualified geotechnical personnel to confirm that the subgrade has been compacted to a minimum 98 percent SPMDD. Considering the thickness and random nature of the existing fill, some localized - settlement and reduced pavement design life can be expected, even after following the ` design procedures in this section. 7.3.2 DRAINAGE =� The sub -grade and pavement surface should be free of depressions and sloped (preferably at a minimum grade of 2 percent) to provide effective subgrade drainage. Areas adjacent to the pavement structure should be graded so that the water does not �+ pond adjacent to the pavement. . At least four 10-ft lengths of filter -cloth -wrapped perforated sub -drains should be provided around the perimeter of the catch basins and manhole structures, flowing under gravity into these structures for rapid drainage of the infiltration seeping through the pavement structure. The sub -drains should be covered in 6 inches of well -graded granular material. The upstream ends of these sub -drains should be sealed in order to prevent flow of soil particles into the pipes. 7.3.3 PAVEMENT STRUCTURE Based on the information provided by Zaremba, the standard duty asphalt pavement is to be designed for daily truck traffic of seven (7) 18,000-pound Equivalent Single Axle loads (ESAL). The heavy duty asphalt pavement is to be designed for a daily truck traffic of fourteen (14) 18,000-pound ESAL. For the given traffic loading and the Site subgrade conditions, the pavement structure component thickness recommended for the proposed parking and driveway areas is provided in Table 2. The pavement structure is based on the Asphalt Institute recommendations contained in its Manual Series No. 1. Asphalt Institute Manual Series No. 1 gives flexible pavement thickness based on a given traffic intensity calculated in accordance with the AASHTO Guide for Design of Pavement Structures (1986) and resilient modulus of the subgrade (Mr). The resilient modulus was calculated based on the empirical relationships available in the literature with respect to the field SPT "N" values. The asphaltic concrete, base, and sub -base courses should conform to the Washington State standard specifications. 3ee06(2) 13 CRA ENGINEERING, INC. r tF 7.4 SITE SERVICING r ' 7.4.1 BEDDING AND BACKFILL i� The Site fill materials should, in general, provide adequate support for underground pipes provided with granular bedding at least 1 ft thick. The bedding material should be well -graded granular material free of organics and deleterious materials. ;r However, given that the fill contains construction debris, wood and organic inclusions, a ll geotechnical engineer should carefully inspect the trench subgrade prior to placing the bedding material. Any soft, loose or deleterious zones should be removed and backfilled with compacted granular bedding material. Structures such as catch -basins and manholes should be supported on wire -mesh reinforced concrete pads extending at least 1 ft beyond the footprint of these structures in order to distribute their loads evenly. On -Site excavated soils free of organic matter and other deleterious material can be used as trench backfill. The trench backfill should be compacted to a minimum of 95 percent SPMDD. Where trench backfill underlies settlement sensitive structure such as floor slab and pavement areas, the upper 2 ft of the backfill must be compacted to at least 98 percent SPMDD. 7.4.2 SOIL CORROSIVITY An evaluation of soil corrosivity was carried out on a representative soil sample encountered at the Site. The corrosivity testing involves a series of tests as described by the American Water Works Association (AWWA), consisting of soil resistivity, pH, sulphide indication, redox potential, and moisture points. Points are assigned to the sample based on the results of the tests. Table 3 presents a summary of the corrosivity testing for the sample analyzed. A soil that has a total point score of 10 or more is considered to be potentially corrosive to ductile iron pipe. Based on the results obtained for the sample submitted, the total point score is less than 10, and the Site soils are not considered to be potentially corrosive. 3ee06(2) 14 CRA ENGINEERING, INC. r`. 7 - i 8.0 DESIGN AND CONSTRUCTION CONSIDERATIONS i 8.1 EXCAVATION r ' Excavations must be carried out in accordance with Occupational Safety and Health i r Administration Regulations (Standards CFR 29). These regulations designate three ` broad classifications of soils to stipulate appropriate measures for excavation safety. The Irandom fill soils would be classified as Type C soil. Where workmen must enter a trench or excavation carried deeper than 5 ft, it must be j ( suitably sloped and/or braced in accordance with the regulation requirements. The t regulation stipulates maximum slopes of the excavation in a Type C soil to be 1.5:1 (Horizontal: Vertical). Groundwater is not expected to be encountered within expected excavation depths. r Surface run-off should be directed away from the open excavations. Sump -pumping [ techniques would be adequate to handle minor groundwater seepage or surface runoff ingress. 8.2 EARTHQUAKE CONSIDERATIONS F The proposed building would be a single -storey structure and falls under Seismic Use Group I. According to Table 1615.1.1 of the International Building Code, the Site soils comprising fill can be classified as Site Class E. For the Federal Way area, a mapped Spectral Response Acceleration (Ss) value of 1.3 should be used for short duration (0.2 second) and 0.5 for a one -second duration (Si). Owing to absence of groundwater to the drilled depths, the Site soils are not susceptible to liquefaction. 8.3 CONSTRUCTION MONITORING Qualified geotechnical consulting personnel should inspect and test all footing and fill subgrade surfaces during construction. Specifically, they should ensure that the materials and conditions exposed at the subgrade depth comply with this geotechnical report. In addition, qualified geotechnical personnel should provide materials testing services prior to, and during, foundation preparation and construction (i.e., compaction testing, concrete and asphalt testing). Should soil conditions be encountered that vary 3e806(2) 15 CRA ENGINEERING, INC. from those described in this report, our office should be informed immediately such that the proper measures are undertaken. The conditions will vary across the Site, depending on the final design grades and therefore, the preparation of the subgrade and the compaction of all fill should be monitored at the time of construction to confirm material quality and thickness and to ensure adequate compaction. 8.4 LIMITATIONS OF THE REPORT This report is intended solely for the proposed development as described and the Client named. The report reflects our best judgement in light of the information available to CRA at the time of its preparation. No portion of this report may be used as a separate entity. It is intended to be read in its entirety. Any use which a third party makes of this report, or any reliance on or decisions to be made based on it, are the responsibility of such third parties. The recommendations made in this report are in accordance with our present understanding of the project. We request that we be permitted to review our recommendations when the drawings and specifications are complete, or if the proposed construction should differ from that mentioned in this report. It is also important to emphasise that a soil investigation is, in fact, a random sampling of the Site and the evaluations and recommendations are based on the results obtained at the investigation locations only. Therefore, it is assumed that these results are representative of the subsoil conditions across the Site. Should any conditions at the Site be encountered which differ from those found at the investigated locations, we request L that we be notified immediately in order to permit a reassessment of our recommendations. L L L 36606 (2) L 16 CRA ENGINEERING, INC. 1� t 1 All of which is Respectfully Submitted, zf CRA ENGINEERING, INC. r` + r� ` Bruce Polan, M.A.Sc. A. J. WAg�,FC,�C3� m •r n �, 33:32 Edward A. McBean, Ph.D., P. E. EXPIRES L5 _ A ()1 _ ,iOo Jr 17 CRA ENGINEERING, INC. �. 'Para � � _i. � . is ` \• L.. 1'I 1 7 :t�� 71 0 1000 2000ft + • f I OI' i r. •c � 1: i f L'J � � O - * _IRK : r • '+ ' ) 1. 1' 392 OR SITE10 Ranther Lake ;:` . ` '� 'c e e !� • { Ir. Pak • l -. r •� S _1 r' s •-t_ r � � � ke Sch ST •� � •• � lieke �. � 1 `' — `i•. 'ass �• �l Ij Nd a ,00k SOURCE: USGS QUADRANGLE MAP; POVERTY BAY, WASHINGTON figure 1 SITE LOCATION GEOTECHNICAL INVESTIGATION 34001 HIGHWAY 99 (PACIFIC HIGHWAY SOUTH) Progressive Casualty Insurance Company/Zaremba Group, LL C ;8806-02(002)GN-WA001 MAR 31/2005 1313." N88 45'54'W w r r r arr+ r r� r rrrrrr r rrrr� r rrrrr a®. ^r. r a raa a . a a r wrap a . 420'f x x x x x x sf[o l■ 12 15 r 1 x 1` •h' i r x UNSECURED 40D =0 D PARKING (50) r BH2 X x � z I BH1 BH102 B 106I BH101 r _ Q r x I T <= P �7 ROGRESSIVE r 13,662 Sq.Ft. & � � T O r G,- z io r c SECURED h N , KING (5) ! _ e _ U BH1 3 CUSTOhriER z r M ❑ o a a o 0 0 0 PARKI Z x +_BH3 BH 05� }-40 I I +BH4 r x 8 � � T# J x Itco EMPLOYEE �BH5 RENTAL r PARKING18 RENTAL x x x x x LEGEND BH5 BOREHOLE LOCATION (APPROXIMATE) ,� r o_ BH1 TO BH6 DRILLED ON MARCH 18, 2005 BH101 TO BH106 DRILLED ON APRIL 20 & 21, 2005 SOURCE: ZAREMBA GROUP LCONCEPTUAL SITE -PLAN HYB-1 SITE-1 02/02/05 0 20 40ft figure 2 BOREHOLE LOCATION PLAN GEOTECHNICAL INVESTIGATION 34001 HIGHWAY 99 (PACIFIC HIGHWAY SOUTH) Progressive Casualty Insurance Company/Zaremba Group, L L C 38806-02(002)GN-WA002 APR 2512005 SLAB -ON -GRADE VAPOR BARRIER 10 EXTERIOR 8" LANDSCAPING MIN GRANULAR11 SELECT BACKFILL BASE O O 1 t'— ::irs •ice • e . „_y. ; Y�: }Cti pann6naaann0aan0P0 O GENERAL a a aonnoannoaaoa0 a0onan BACKFILL o n o n a o o❑ n a n o a ' GEOTEXTILE w �` FILTER FABRIC O5 r FOUNDATION WALL DAMP- PROOFING 80 MtN o s'' CORE DRAIN@ an l: CLEAR DRAINAGE STONE O DRAINAGE PIPE O NOTES: 1. EXTERIOR GRADE TO SLOPE AWAY FROM BUILDING AT MINIMUM 5.0% GRADIENT IN GRASSED AREA 2% GRADIENT IN PAVED AREA 2. SELECT BACKFILL COMPRISED OF COMPACTED FINE-GRAINED SILT / CLAY SOILS. IF SIDEWALKS, PAVEMENTS OR SETTLEMENT SENSITIVE STRUCTURES EXIST, IMPORTED GRANULAR BACKFILL COMPRISED OF GRANULAR MATERIAL (<8% FINES) COMPACTED TO 95%(MINIMUM) STANDARD PROCTOR MAXIMUM DRY DENSITY(SPMDD) IS RECOMMENDED. 3. CORE DRAIN COMPRISED OF CONTINUOUS PRE -FABRICATED DRAINAGE COMPOSITE (fERRADRAIN 600 OR EQUAL). 4. GENERAL BACKFILL COMPRISED OF COMPACTED NATIVE, INORGANIC SOILS. IF SIDEWALKS, PAVEMENTS OR SETTLEMENT SENSITIVE STRUCTURES EXIST, IMPORTED GRANULAR BACKFILL COMPRISED COMPACTED TO 95% (MINIMUM) SPMDD IS RECOMMENDED. DO NOT COMPACT CLOSER THAN 6 FT. FROM WALL WITH HEAVY EQUIPMENT. USE HAND CONTROLLED LIGHT COMPACTION EQUIPMENT WITHIN 6 FT. OF WALL. DO NOT BACKFILL UNTIL BASEMENT WALL IS SUPPORTED BY BASEMENT FLOOR SLAB AND FIRST FLOOR OR ADEQUATELY BRACED. 5. GEOTEXTILE FILTER FABRIC(TERRAFIX 270R OR EQUAL) TO BE OVERLAPPED A MINIMUM OF 1 FT. 6. CLEAR DRAINAGE STONE (3/4" SIZE) TO BE MINIMUM 6" THICK ON TOP AND SIDES OF DRAINAGE PIPE AND 2" THICK BELOW PIPE, 1 FT. ON TOP OF THE PERIMETER FOOTING DRAINAGE PIPE. 7. DRAINAGE PIPE AT PERIMETER OF FOOTING TO COMPRISE 6" DIAMETER PERFORATED PVC PIPE INSTALLED WITH A MINIMUM GRADIENT OF 0.3% DRAINING TO A POSITIVE SUMP OR OUTLET, 6. DAMP -PROOFING COMPRISED OF CONTINUOUS SPRAYED BITUMINOUS COATING APPLIED TO EXTERIOR SIDE OF BASEMENT WALLS. 9. SLAB -ON -GRADE SHOULD NOT BE CONNECTED TO FOOTING WALLS. 10- VAPOUR BARRIER (OPTIONAL) TO CONSIST OF 6 MIL POLYETHYLENE OVERLAPPED A MINIMUM OF 1 FT. 11. GRANULAR BASE TO CONSIST OF AT LEAST 8" OF APPROVED COMPACTED GRANULAR MATERIAL. figure 3 TYPICAL FOUNDATION SUBDRAINAGE DETAILS GEOTECHNICAL INVESTIGATION 34001 HIGHWAY 99 (PACIFIC HIGHWAY SOUTH) Progressive Casualty Insurance Company/Zaremba Group, LLC JOtlUO-UZIUUZNoIV-VVNUUJ HF'K Z`J2UUb T, t L L TABLE 1 RECOMMENDED SHALLOWEST PILE -TIP BEARING DEPTHS AND MAXIMUM ALLOWABLE SOIL BEARING PRESSURE GEOTECHNICAL INVESTIGATION FEDERAL WAY, WASHINGTON Recommended Shallowest Bearing Borehole No. Depth (ft)' BHl 30* BH2 - BH3 - BH4 29* BH5 - BH6 - BH101 26 BH102 46 BH103 41 BH104 27 BH105 36 BH106 41 Page 1 of 1 Recommended Allowable Pile Capacity Founding Axial Lateral Sub -Grade Soil Type (Kips) z (Kips) 2 Sand and gravel 140 30 Sand and gravel 140 30 Sand and gravel 140 30 Sand and gravel 140 30 Sand and gravel 140 30 Sand and gravel 140 30 Sand and gravel 140 30 Sand and gravel 140 30 Note: 1. Depth below existing ground level at individual borehole locations 2. 1 Kip =1,000 pounds * Extrapolated depth CRA 38806-RPI'-2-TI TABLE 2 Page 1 of 1 r MINIMUM COMPONENT THICKNESS FOR l ASPHALTIC CONCRETE PAVEMENT STRUCTURES r GEOTECHNICAL INVESTIGATION FEDERAL WAY, WASHINGTON ' Compaction Standard Duty Heavy Duty Pavement Layer Requirements (Parking) Truck Access) r+ Surface Course 97% Minimum 1.5 inches 1.5 inches Asphaltic Concrete Marshall Density Binder Course 97% Minimum 2.0 inches 2.5 inches Asphaltic Concrete Marshall Density Base Course 100% SPMDD 6 inches 6 inches Aggregate Sub Base Aggregate 100% SPMDD 8 inches 10 inches .f SOIL LOCATION DESCRIPTION Random Fill BH3 SS3 TABLE 3 Page 1 of 1 EVALUATION OF SOIL CORROSIVITY GEOTECHNICAL INVESTIGATION FEDERAL WAY, WASHINGTON DATE DEPTH (ft) RESISTIVITY SULPHIDE rzl REDOX POTENTIAL ohm -cm pH VALUE INDICATION MOISTURE (mVOLTS) TOTAL POINTS POINTS POINTS POINTS POINTS POINTS 18-Mar-05 5.0 to 6.5 5000 6.6 Negative Poor 320 0 0 0 2 0 NOTES: Based on the method described in Appendix A of the American Water Works Association (AWWA) procedure C105. A score of 10 points or greater indicates that the soil is corrisve to grey or ductile cast iron pipe. (1) Estimated based on Sulphide concentrations of <0.20 mg/kg CRA 38806-RPT-2-T3 2.0 r 8 APPENDIX A ' BOREHOLE LOGS (BH1 TO BH6 AND BH101 TO BH106) REFERENCE No.: 038806-02 ENCLOSURE No.: Al CPA Engineering Inc. BOREHOLE No.: BH1 ELEVATION: N/M ft BOREHOLE REPORT Page: 1 of 2 CLIENT: Progressive Cas4ty Insurance Company LEGEND PROJECT: Geotechnlcal Investigation - Proposed Claim Service Center ® SS - SPLIT SPOON LOCATION: 34001 Pacific Highway South, Federal Way, Washington ® ST - SHELBY TUBE m RC - ROCK CORE DESCRIBED BY: Bruce Polan CHECKED BY: Hassan Gilani - WATER LEVEL DATE (START): March 18 2005 DATE (FINISH): March 18. 2005 t g °1 4 ' w >. m � DESCRIPTION OF SOIL AND BEDROCK ) 2 w E TZ ~ > $ c> 2 a 0 `� C C U Blows per 6 in. / 15 cm •2 x N v —` 11 Shear lest (Cu) A Field Sensitivity (S) o ❑ Lab O Water content(%) H Atterber Ilmits % wpwi 9 ( ) 0 "N" Value (blows / 12 in: 30 cm) Feet Metre:• N/M I GROUND SURFACE % N 10 20 30 40 50 60 70 80 90 FILL - silty sandlsandy silt with organics 0.7 1 ❑ sail FILL -gray Fine sand with silt, trace gravel, brick fragments, organics, moist 0.5 2 3 1.0 1 100 16 7-5-7 12 4 5 1.5 6 wood chips 2 100 23 7-12-10 22 6.5 2.0 FILL - gray sandy silt, trace clay, sand 7 and gravel, moist 8 2.5 3 100 14 8-9-18 27 O 9 10 3.0 11 driving on a stone 4 0 — 20-3742 79 3.5 12 13 4.0 14 15 4.5 16 5 0 10-12-13 25 5.0 17 18 5.5 6 0 8-1ae 18 19 6.0 REFERENCE No.: 038806-02 ENCLOSURE No.: Al it BOREHOLE No.: BH1 BOREHOLE REPORT CRA Engineering Inc. ELEVATION: N/M ft Page: 2 of 2 CLIENT: Progressive Casualty Insurance Company LEGEND PROJECT: Geotechnical Investigation - Proposed Claim Service Center ® SS - SPLIT SPOON LOCATION: 34001 Pacific Highway South, Federal Way, Washington ® ST - SHELBY TUBE m RC - ROCK CORE DESCRIBED BY: Bruce Polan CHECKED BY: Hassan Gilani - WATER LEVEL DATE (START): March 18, 2005 DATE (FINISH): March 18, 2005 o La c d f0 CD > Blows of P ru x `�° Shear test (Cu) A Fleld Sensitivity (S) O Lab E DESCRIPTION OF ar E > �: !� 6 In. / a> m 70 O Water content (°6) H �ef9 limits o T •� SOIL AND BEDROCK o 15 cm Atte (%° ) w, w, ul to I" Z lY U CL • "N" Value (blows / 12 In.-30 cm) Feet Metres N/M GROUND SURFACE % N 10 20 30 40 50 60 70 80 90 7 100 4 1-6-11 17 O 2310 6.5 SAND - brown, medium dense, fine to medium grained, trace to some gravel, 22 damp 22.5 SANDY SILT - brown, medium dense, 23 7.0 thick sand seams, moist 8 100 13 9-10-12 22 O 24 7.5 25 26 8.0 27 27.5 y; SAND AND GRAVEL - brown, very 28 8•5 . ° �'� dense, interbedded sand seams, d to ry damp 9 100 5 16-25-45 70 O End of Borehole BH1 at 29 ft depth 9.0 below existing ground level. Borehole 30 open and dry upon completion. Borehole backfilled with bentonite chips 31 to 3 ft depth from ground surface. Top 3 9.5 ft backfilled with drill cuttings. 32 N/M denotes Not Measured. 10. 33 i 34 ' 35 36 , 11.0 i , 37 c 11. a 38 39 T12.1 i LZFFGRFNCF No_' 038806-02 ENCLOSURE No.: A2 6 CRA Engineering Inc. BOREHOLE No.: BH2 ELEVATION: N BOREHOLE REPORT Page: 1 of 2 CLIENT: Progressive Casualty Insurance Company LEGEND PROJECT: Geotechniral investigation - Proposed Claim Service Center ® SS - SPLIT SPOON LOCATION: 34001 Pacific Highway South, Federal Way, Washington ® ST - SHELBY TUBE - m RC - ROCK CORE DESCRIBED BY: Bruce Polan CHECKED BY: Hassan Gilani - WATER LEVEL DATE (START): March 18, 2006 DATE (FINISH): _ March 1B, 2005 t y o o > i w T n rn DESCRIPTION OF SOIL AND BEDROCK C aN m m E z' a) > 8 12BIOWS > a: v, C v P of 6 in. / 15 cm O X `�° m y C — IL Shear test (Cu) A Field Sensitivity (S) ❑Lab O Water content (90) 1--1 Atterberg IImILs (%) w, w' 0 "N" Value (blows / 12 in: 30 an) Feet Metre:• N/M GROUND SURFACE % N 1 10 20 30 40 50 60 70 80 90 FILL - silty sandlsandy silt with organics 0.1 7 O soil FILL - gray silty fine sand, trace gravel, occasional rootlets 0.5 2 3 1.0 1 100 12 6-7-9 16 4 5 1.5 2 100 12 7-10-11 21 6 2.0 7 8 2.5 3 100 18 4-24 6 C 9 10 3.0 4 100 22 1-2-2 4 1 11 - 3.5 12 13 4 0 11140 FILL -dark gray sand and gravel, some ' 15 4.5 wood fibres 5 100 21 11-15-16 31 16 5.0 17 11 5 SAND - gray, medium dense, fine to medium grained, moist 19 6.0 I REFERENCE No.: 036806-02 ENCLOSURE No.: A2 BOREHOLE No.: BH2 BOREHOLE REPORT CRA Engineering Inc. ELEVATION: N/M ft Page: 2 , of 2 CLIENT: Progressive Casualty Insurance Company LEGEND PROJECT: Geotechnical Investigation - Proposed Claim Service Center ® SS - SPLIT SPOON LOCATION: 34001 Pacific Highway South, Federal Way, Washington ® ST - SHELBY TUBE _ m RC - ROCK CORE DESCRIBED BY: Bruce Polan CHECKED BY: Hassan Gilani - WATER LEVEL DATE (START): March 18, 2005 DATE (FINISH): March 18.2005 t o >, a c m > > Blows per O Shear test (Cu) A Field Sensitivity (S) ❑Lab a o m B Q' DESCRIPTION OF SOIL AND BEDROCK a c(i :? — c 6 in. / 4) c O Water content M H Atterberg limits (%) w f TZ 0) �U 15cm —w,w� ~ 0- • "N" Value (blows / 12 in.-30 cm) Feet Metres N/M I GROUND SURFACE % N 10 20 30 40 50 60 70 60 90 21 6 100 9 8-6-6 12 C 6.5 22 23 7.0 24 7.5 :<''• 25 {'- 7 100 17 5-7-10 17 26 `'rt 8.0 27 : o-:•i•: 22W 8.5 — — — — — — — — -------- moist-wet 29 ? 9.0 30 31 8 100 23 7-9-11 20 9.5 31.5 End of Borehole BH2 at 31.5 ft depth 32 below existing ground level. Borehole open and dry upon completion. 33 10.0 Borehole backfilled with bentonite chips to 3 ft depth from ground surface. Top 3 ft backfilled with drill cuttings. 34 10.5 N/M denotes Not Measured. 35 36 11.0 37 11.5 38 39 12. REFERENCE No.: 038806-02 ENCLOSURE No.: A3 6) CRA Engineering Inc. BOREHOLE No.: BH3 BOREHOLE REPORT ELEVATION: N/M ft Page: 1 of 2 CLIENT: Progressive Casualty Insurance Company LEGEND _ PROJECT: _ Geotechnical Investigation - Proposed Claim Service Center ® SS SPLIT SPOON LOCATION: 34001 Pacific Highway South, Federal Way Washington ® ST - SHELBY TUBE W RC - ROCK CORE DESCRIBED BY: Bruce PollanCHECKED BY: Hassan Gilani r -WATER LEVEL DATE (START): March 18, 2005 DATE (FINISH): March 18, 2006 r °_ C e _ c Shear test (Cu) A Field o Sensitivity (S) ❑ Lab c BIOWS > DESCRIPTION OF m 6 �°' SOIL AND a > � E � c per P 6 In. ! x ;� o O Water content (%) o w M BEDROCK d .o 0 °� H Atterberg limits (%) c _ ~ Z 15 cm w w t1 • 'N' Value (blows / 12 in: 30 cm) Feet Metres N/M GROUND SURFACE % N 1 10 20 30 40 50 60 70 80 90 FILL - silty sand/sandy silt with organics 0.7 a soil 1 FILL - gray silty tine sand, occasional rootlets, occasional wood fibres, 0.5 moist -wet 2 3 1.0 1 100 21 3-4-12 16 4 5 1.5 6 2 100 10 3-7-7 14 2.0 7 7.5 FILL - gray sandy sift, some Gay, 8 2.5 occasional wood fibres and rootlets, moist 3 100 28 4 6-15 21 C 9 11700 3.0 FILL - gray sandy sift to sill sand, occasional wood fibres and rootlets, 11 moist 4 100 7 9-11-13 24 O 3.5 12 13 4.0 0 14 0 N 4.5 15 0. 16 5 100 12 7-9-10 19 1 5.0 17 x 18 5.5 x 0 J 19 v 6.0 REFERENCE No.: 038806.02 ENCLOSURE No.: A3 L CRA Engineering Inc. BOREHOLE No.: BH3 _ ELEVATION: N/M ft BOREHOLE REPORT Page: 2 of 2 CLIENT: Progressive Casualty Insurance Company LEGEND PROJECT: Geotechnical Investigation - Proposed Claim Service Center ® SS SPLIT SPOON LOCATION: 34001 Pacific Highway South. Federal Way. Washington ® ST - SHELBY TUBE m RC ROCK CORE DESCRIBED BY: Bruce Polan CHECKED BY: Hassan Gilani WATER LEVEL DATE (START): March 18, 2005 DATE (FINISH): - March 18, 2005 n m 0 ' w > a `` a' CD DESCRIPTION OF SOIL AND BEDROCK `y °1 m ma E �,Z ~ Z > °' W c > w 5 o• �L) Blows per 6 I�' / 15cm '� w a' c' m—w,w 0- Shear test (CU) & Field Sensitivity (S) O Lab O Water content (^6) H Atterberg limits (%) • "N" Value (blows / 12 in.-30 cm) Feet Metres N/M IGROUND SURFACE % I N 10 20 30 40 50 60 70 80 90 2�710 6.5 6 100 15 2-3-5 8 O I i h # SILTY FINE SAND - gray brown, loose to medium dense, moist 22 p 23 7.0g![ 31 24 7 5 2513 26 8.0' ? '# ! 7 100 20 5-6-7 13 27g 28 8.5 E_ 29 9 0#� 30 3'I 31 9.5I d 8 100 21 8-8-12 20 31.5 End of Borehole BH3 at 31.5 ft depth 32 below existing ground level. Borehole open and dry upon completion. 33 10. Borehole backfilled with bentonite chips to 3 It depth from ground surface. Top 3 34 ft backfilled with drill cuttings. 10. N/M denotes Not Measured. 35 36 11. 37 11. 38 39 12. REFERENCE No.: 038806-02 ENCLOSURE No.: AA CRA Engineering Inc. BOREHOLE No.: BH4 ELEVATION: N/M ft BOREHOLE REPORT Page: 1 of 2 CLIENT: Pmgresslve Casualty Insurance Company LEGEND PROJECT: Geotechnical Investigation - Proposed Claim Service Center E SS - SPLIT SPOON LOCATION: 34001 Pacific Highway South, Federal Way, Washington ® ST - SHELBY TUBE (D RC - ROCK CORE DESCRIBED BY: Bruce Polan CHECKED BY: Hassan Gilani - WATER LEVEL DATE (START): March 18, 2005 DATE (FINISH): March 18 2005 s om `o_ u1 U) DESCRIPTION OF SOIL AND BEDROCK m ) w° CL 0 ~ Z adi > g o �' U Blows per 15 cm C •m k, m; c iL Shear test (Cu) A Field Sensitivity (S) O Lab O Water content (30) wHl Atterberg limits r "N" Value (blows 112 in -30 an) Feet Metre:: N/M GROUND SURFACE % N 10 20 30 40 50 60 70 eo 90 FILL - silty sand/sandy silt with organics 0.7(Topsoll) 1 FILL - probable concrete rubble, excessive auger grinding 0.5 2 3 1.0 4 55D 1.5 FILL -dark brown sandy silt, trace brick 6 fragments, organics 1 100 12 9-10-9 19 D 1 2.0 7 8 2.5 2 100 11 11-13-14 27 9 10 3.0 PVC pipe fragments at 10 ft to 11.5 ft 11 3 75 12 12-18-21 39 3.5 12 13 4.0 14 15 4.5 hard augering below. 15 ft depth 16 4 0 - 5012" R 5.0 17 18 5.5 19 6.0 REFERENCE No.: 038806-02 ENCLOSURE No.: A4 BOREHOLE No.: BH4 BOREHOLE REPORT CRA Engineering Inc. (§)ELEVATION: N/M ft Page: 2 of 2 CLIENT: Pr9gressive Casualty Insurance Company LEGEND PROJECT: Geotechn#cal investigation_ Proposed Claim Service Center _ ®SS SPLIT SPOON LOCATION: 34001 Pacific South Federal Way, Washington ® ST - SHELBY TUBE _Highway m RC - ROCK CORE DESCRIBED BY: Bruce Polan CHECKED BY: Hassan Gilani - WATER LEVEL DATE (START): March 18, 2005 DATE (FINISH): March 18, 2005 o a c d c c O Shear test (Cu) A Field Sensitivity t a •� ,� T DESCRIPTION OF a. >Zo i Blows per •a x m (S) 0 Lab O Water content (°/ ) o SOIL AND BEDROCK F T 4 'o a 51 c 5 wHi Atterberg limits (96) w � Z U cm IL 0 •N' Value (blows / 12 In: 30 cm) Feet Metres N/M GROUND SURFACE % N 10 20 30 40 50 60 70 80 90 SAND - brown, fine to medium grained, - some gravel, damp 5 100 4 7-9-16 25 O J 21 6.5 22 2330 7.0 *;'+• SAND AND GRAVEL - brown, very {._b; dense, occasional cobbles, d to dam dry P 24 ~ 4 7.5 •�*ra }:.. 25 O 6 100 6 17-35-38 73 26 8.0 26.5 End of Borehole BH4 at 26.5 ft depth 27 below existing ground level. Borehole open and dry upon completion. 28 8.5 Borehole backfilled with bentonile chips to 3 ft depth from ground surface. Top 3 ft backfilled with drill cuttings. 29 9_0 N/M denotes Not Measured. 30 31 9.5 32 10.0 33 34 10. 35 36 11. 37 11. 38 39 12. REFERENCE No.: 038806-02 ENCLOSURE No.: A5 F I (V CRA Engineering Inc. BOREHOLE No.: BH5 BOREHOLE REPORT ELEVATION: N/M ft Page: 1 of 1 CLIENT: Progressive Casualty Insurance Company LEGEND PROJECT: Geotechnical Investigation - Proposed Claim Service Center ® SS - SPLIT SPOON LOCATION: 34001 Pacific Highway South, Federal Way, Washington ® ST - SHELBY TUBE - m RC - ROCK CORE DESCRIBED BY: Bruce Polan CHECKED BY: Hassan Gilani WATER LEVEL DATE (START): March 18 2005 DATE (FINISH): March 18 2005 L y o o fu a C' in DESCRIPTION OF SOIL AND BEDROCK ar f0 -0 a� E Tz ~ N > 8 �, w of .y c U BIOWS l?f P 6 In. / 15 cm O x: `�° an aD �! y d Shear lest (Cu) A Field Sensitivity (S) O Lab O Water content (°�) H Atterber limits °h w, w, s ( ) ■ "N" Value (blows 112 In: 30 an) Feet Metre:• N/M I GROUND SURFACE % N 1 10 20 30 40 50 60 70 80 90 FILL - silty sand/sandy silt with organics (Topsoil) 110 FILL - gray sandy silt with clay, trace to 0.5 some concrete and brick fragments 2 3 1.0 1 100 24 3-5-5 10 1 0 4 5 1.5 2 100 14 3-4-5 9 10 6 6.5 2,0 End of Borehole BH5 at 6.5 ft depth 7 below existing ground level. Borehole open and dry upon completion. 8 2.5 Borehole backfilled with bentonite chips to 3 ft depth from ground surface. Top 3 9 ft backfilled with drill cuttings. N/M denotes Not Measured. 10 3.0 11 3.5 12 13 4.0 14 15 4.5 16 5.0 17 18 5.5 19 6.0 REFERENCE NO: r138908.42 ENCLOSURE No.: A6 f- f L BOREHOLE No.: BH6 BOREHOLE REPORT V CRA Engineering Inc. ELEVATION: N/M ft Page: 1 of 1 CLIENT: Progressive Casualty Insurance Company LEGEND PROJECT: Geotechnical Investigation - Proposed Claim Service Center ®SS SPLIT SPOON LOCATION: 34001 Pacific Hiqhway South, Federal Way, Washington ® ST - SHELBY TUBE m RC ROCK CORE DESCRIBED BY: Bruce Polan CHECKED BY: Hassan Gilani WATER LEVEL DATE (START): March 18.2005 DATE (FINISH): March 18, 2005 p a L c CD N y, Blows per"' p x; Shear test (Cu) A Field Sensitivity (S) ❑Lab r a m DESCRIPTION OF 14 .0 aD E > rn c 6 in. / m o O Water content (%) H Anerbe limits % ( ) o m" SOIL AND BEDROCK T Z y 00. U 15 cm c S EL wpw� ul � • "N' Value (blows / 12 In.-30 cm) Feet Metres N/M GROUND SURFACE I % N 10 20 30 40 50 60 70 80 90 FILL - silty sand/sandy silt with organics (Topsoil) 110 FILL - gray sand, fine to medium 0.5 grained, some silt and gravel, moist 2 3 1.0 1 100 13 11-13-18 31 O 4 5 1.5 2 100 11 7-12-13 25 6 6.5 2,0 End of Borehole BH6 at 6.5 ft depth 7 below existing ground level. Borehole open and dry upon completion. 8 2.5 Borehole backfilled with bentonite chips to 3 ft depth from ground surface. Top 3 ft backfilled with drill cuttings. 9 N/M denotes Not Measured. 10 3.0 11 3.5 12 13 4.0 Q 14 a N 4.5 aw 15 z 16 5.0 9� 17 0 a 18 5.5 r 19 4 0 6.0 REFERENCE No.: 038806.02 ENCLOSURE No.: A7 i; L CRA Engineering Inc. BOREHOLE No.: BH101 ELEVATION: N/M ft BOREHOLE REPORT Page: 1 of 2 CLIENT: Progresslve_Casualty Insurance Company LEGEND PROJECT: Geotechnical Investigation - Proposed Claim Service Center ®SS - SPLIT SPOON LOCATION: 34001 Pacific Highway South, Federal Way Washington ® ST - SHELBY TUBE m RC -ROCK CORE DESCRIBED BY: Steve Beaton CHECKED BY: Hassan Gilani - WATER LEVEL DATE (START): Ap01 21, 2005 DATE (FINISH): Aril 21, 2005 a O o > ii .- w > N rn DESCRIPTION OF SOIL AND BEDROCK GU �; G> E �Z ~ N > o a j y c' a 0 U Blows per 6 in. / 15 cm •�—°u x m y o 4) tl Shear test (Cu) A Field Sensitivity (S) ❑Lab O Water consent (%) H Atter}�er Limits % , , s ( ) • 'N' Value (blows 112 In -30 cm) Feet Metres N/M GROUND SURFACE % I N 10 20 30 40 50 60 70 80 90 FILL - gray fine sand with silt, trace gravel, organics, moist 1 0.5 2 3 1.0 4 g 1.5 brick fragments, wood chips 6 1 88 12 8-9-10 19 1 2.0 7 8 2.5 9 10 3.0 11 2 100 9 8-11-22 33 c 3.5 12 13 4.0 14 1b� 4.5 FILL - brown sand and gravel, trace to 16 some silt, trace organics 3 — 12 11-13-13 26 1 5.0 17 18 5.5 19 t6.01 REFERENCE No.: 038806-02 ENCLOSURE No.: A7 BOREHOLE No.: BH101 BOREHOLE REPORT A ) CRA Engineering Inc. ELEVATION: N/M ft Page: 2 of 2 CLIENT: Progressive Casualty insurance Company LEGEND PROJECT: Geotechnical Investigation - Proposed Claim Service Center ® SS - SPLIT SPOON LOCATION: 34001 Pacific Highway South, Federal Way, Washington ® ST - SHELBY TUBE RC - ROCK CORE DESCRIBED BY: Steve Beaton CHECKED BY: Hassan Gilanl - WATER LEVEL DATE (START): April 21, 2005 DATE (FINISH): April 21, 2005 L o n N al N N t Blows @r F c x: `�° Shear test (Cu) A Field Sensitivity (S) ❑Lab ig R. DESCRIPTION OF 0 > Y 0 15 m; O Water content (%) Atterberg limits rj w SOIL AND BEDROCK TZ � 0 cm � C wH ('6) ) IL • 'N' Value (blows / 12 in.-30 cm) Feet Metre:• N/M GROUND SURFACE % N 1 10 20 30 40 50 60 70 80 90 %!t SAND AND GRAVEL - brown, very dense, interbedded sand seams, dry to +' damp 4 100 3 10-26-30 56 0 21v. 6.5 R *3 22 23 7.0� 24 } 7.5 �!+• 25 +` 5 78 2 20-33-38 71 26 8.0 27* ; 28 8.5 -•4 .:".. 29 "' 9.0 30 6 55 9 & 350/5" R C 31 19 9.5 End of Borehole 131-1101 at 30.9 ft depth below existing ground level. Borehole open and dry upon completion. 32 Borehole backfilled with bentonite chips 33 —10.0 to 3 ft depth from: ground surface. Top 3 ft backfilled with drill cuttings. 34 N/M denotes Not measured. 50/5" denotes 50 blows per 5 inch 10. penetrataion. 35 R denotes Refusal. 36 11 A 37 11.5 38 39 i2.0 occcocnirG M , • n1F1A F;-n2 ENCLOSURE No.: A8 (V CRA Engineering Inc. BOREHOLE No.: BH102 BOREHOLE REPORT ELEVATION: _ N/M ft Page: 1 of 3 CLIENT: Progressive Casualty Insurance Company LEGEND PROJECT: Geotechnical Investigation - Proposed Claim Service Center ® SS - SPLIT SPOON LOCATION: 34001 Pacific Highway South, Federal Way, Washington ® ST - SHELBY TUBE (D RC - ROCK CORE DESCRIBED BY: Steve Beaton CHECKED BY: Hassan Gilani _ - WATER LEVEL DATE (START): April 20, 2005 DATE (FINISH): April 20, 2005 t n ❑ c o > �- w L m DESCRIPTION OF SOIL AND BEDROCK C 4) m m m E a �Z 0) m 9 IY r- ? c o o �U Blows per 6 in. / 15cm c o x c y IL Shear test (Cu) A Field Sensitivity (S) ❑ Lab O water content (%) H Atterberg Ifmlis (�) wpw, • 'N' Value (blows / 12 in -30 cm) Feet Metresl NIM GROUND SURFACE % N 10 20 30 40 50 60 70 80 90 FILL - gray fine sand with silt, trace gravel, organics, moist 1 0.5 2 3 1.0 4 5 1.5 1 88 16 2-4-4 8 q1 O 6 2.0 7 8 2.5 9 10 3.0 2 100 16 1-3-3 6 411 O 11 3.5 12 13 4.0 i 14 1 4.5 FILL - brown sand and gravel, trace to some silt, some wood fragments 3 100 20 14-10-8 18 16 ' 5.0 17 i 18 5.5 19 6.0 REFERENCE No.: 038806-02 ENCLOSURE No.: A8 BOREHOLE No.: BH102 BOREHOLE REPORT A)CRA Engineering Inc. ELEVATION: N/M ft Page: 2 of 3 CLIENT: Progressive Casualty Insurance Company LEGEND PROJECT: Geotechnical Investigation - Proposed Claim Service Center ® SS - SPLIT SPOON LOCATION: 34001 Pacific highway South, Federal Way, Washington ® ST - SHELBY TUBE m RC - ROCK CORE DESCRIBED BY: Steve Beaton CHECKED BY: Hassan Gilani - WATER LEVEL DATE (START): April 20, 2005 DATE (FINISH): April 20, 2005 o t v � '2 Shear test (Cu) A Field Sensitivity (S) ❑ lab L a ;� a rn DESCRIPTION OF m � N E a�i > N E Blows per 6 in. / x a) -0 O Water content (%) p W " SOIL AND BEDROCK TZ y U 15 cm y H Atterber limits % wpwi 9 ( ) U) F- • "N' Value (blows / 12 in.-30 cm) Feet Metre:; N/M I GROUND SURFACE % N 10 20 30 40 50 60 70 80 90 ZuV SAND - brown, medium dense, fine to medium grained, trace to some silt, trace 4 100 11 3-5-6 11 21 gravel, moist 6.5 22 { 23 7.0 r:r; 24 7.5 2ZW SANDY SILT - light brown, medium dense, moist -wet 5 100 26 5-5-6 11 O 26 8.0 27 28 8.5 29 9.0 3tU SAND - brown, medium dense, fine to ''*'. medium grained, trace to some silt, trace 100 16 6-9-9 18 31 s gravel, moist 32 ii 10. >:•: 33 34 10. -- loose, wet _ — , — _ _ s _ 'rs ::;+•:x• 7 100 32 4-4-4 8 J 36 11. 37 38:y 39 A ^ �•= :i REFERENCE No.: 038806-02 ENCLOSURE No.: A8 CRA Engineering Inc. BOREHOLE No.: BH102 BOREHOLE REPORT ELEVATION: N/M ft Page: 3 of 3 CLIENT: Progressive Casualty Insurance Company _ _ LEGEND PROJECT: _ Geotechnlcal Investigation - Proposed Claim Service Center ® SS SPLIT SPOON LOCATION: 34001 Pacific HiqhwRy South, Federal Way, Washington ® ST - SHELBY TUBE ` m RC - ROCK CORE DESCRIBED BY: Steve Beaton CHECKED BY: Hassan Gilani -T - WATER LEVEL DATE (START): aril 20, 2005 DATE (FINISH): Aril 20 2005 L a t m DESCRIPTION OF a _ N m Shear test (Cu) 0 Field BIOWS of '2 x: Sensitivity (S) ❑ Lab P @ m -- o v, SOIL AND BEDROCK ' .0 > -R CL m = •� a 6 in. / m O Water content (%) y H Atterberg limits (°�) w >,Z m U ~ 15 Cm —w, wi Q_ • "N' Value (blows / 12 In: 30 cm) Feet Metre: N/M GROUND SURFACE % N 10 20 30 40 50 60 70 80 90 =+ SAND AND GRAVEL - brown, very F, dense, interbedded sand seams, dry to 41 12. "#' �►. dam p 8 100 10 10-31-36 67 42 13.-' `c 43 44 ';' 45 y' �'* 46 14- OP" 9 88 4 25-25-31 56 O 47 ?!i' r� 14. yam, 48 49 15. +•;ik e i 50 '. 50.6 M ' 10 50 7 38-50/1' R Ca 51 15 End of Borehole BH102 at 50.6 ft depth below existing ground level. Borehole open and dry upon completion. 52 Borehole backfilled with bentonite chips 16. to 3 ft depth from ground surface. Top 3 53 V ft backfilled with drill cuttings. a N/M denotes Not measured. 54 16,j 50/1" denotes 50 blows per 1 inch penetrataion. R denotes Refusal. a 55 z 56 R M 57 4--17.5 7- 58 59 18. J 5 nI ]i I I I . REFERENCE No.: 038806.02 ENCLOSURE No.: A9 CRA Engineering Inc. BOREHOLE No.: BH103 ELEVATION: N/M ft BOREHOLE REPORT Page: 1 of 3 CLIENT: Pr ressive Casual Insurance Company LEGEND PROJECT: Geotechnical Investi anon - Proposed Claim Service Center ® SS - SPLIT SPOON LOCATION: _ 34001 Pacific Highway South, Federal Way, Washington ® ST - SHELBY TUBE m RC - ROCK CORE DESCRIBED BY: Steve Beaton CHECKED BY: Hassan Gilani - WATER LEVEL DATE (START): April 20, 2005 _ DATE (FINISH): Aril 20 2005 t a o r 0 m > w >, Lr- C � DESCRIPTION OFCM SOIL AND BEDROCK C N w m m T F- Z L, a) > 8 Iv c 0 C o C U Blows per 151 C 1 G •ru k: ar � 0 ri Shear test (Cu) A Field Sensitivity (S) ❑ Lab O Water content(/o) wF -II Atterberg limits (%) 0 "N" Value (blows / 12 in: 30 cm) Feet Metres N/M IGROUND SURFACE % N 10 20 30 40 50 60 70 80 90 FILL - gray fine sand with silt, trace gravel, organics, moist 1 0.5 2 3 1.0 4 5 1.5 6 1 100 17 3-4-3 7 4p O 2.0 7 8 2.5 9 10 3.0 11 2 100 19 0-0-1 1 3.5 12 13 4.0 14 11� 4.5 FILL - gray-browh silty sand, trace to 16 some clay, trace organics 3 100 18 15-17-19 36 C 5.0 17 1880 5.5 auger grinding on asphalt debris from 18 ft to 20 ft depth 19 6.0 / DCCCD9=K1 C.E No • 038B06-02 ENCLOSURE No.: A9 r BOREHOLE No.: BH103 BOREHOLE REPORT CRA Engineering Inc. (V ELEVATION: N/M ft _ Page: 2 of 3 CLIENT: Progressive Casualty insurance Company LEGEND PROJECT: Geotechnical Investigation - Proposed Claim Service Center ® SS SPLIT SPOON LOCATION: 34001 Pacific H10way South Federal Way, Washington ® ST - SHELBY TUBE m RC ROCK CORE DESCRIBED BY: Steve Beaton CHECKED BY: Hassan Gilani T WATER LEVEL DATE (START): - ApH120, 2005 DATE (FINISH)- Aril 20, 2005 c Shear test (Cu) 0 Field c D t c N > C B lows per '2 Sensitivity (S) ❑ Lab a iK DESCRIPTION OF E N c 6 in. ! O water content (�) o Atterberg limits (/o) o > -- SOIL AND BEDROCK T : � o O 15 cm c � — wH _� w � F- Z U EL • 'N' Value (blows / 12 in.-30 cm) Feet Metres N/M GROUND SURFACE % N 10 20 30 40 50 60 70 60 90 FILL -dark brown, silty fine sand, trace gravel, trace debris, moist 4 100 17 7-5-7 13 Val 21 6.5 22 23 7.0 24 7.5 2W) ^"' SAND - grey -brown, medium dense, fine :xas }:E{ grained, moist 5 100 20 17-15-14 29 26 r: 8 0 :•ice 27 28 8.5 29 9.0 30 ��-r:•I 6 100 20 3-5-9 14 31 9.5:ty; 32 33 34 10. u 33� SAND AND GRAVEL - brown, very - ' dense, interbedded sand seams, dry to 7 100 8 15 2&23 51 FIT. '- 36 11.E damp 37i 11. 38 39 n _ RFFFRFNRF Nn.• 038806-02 ENCLOSURE No.: A9 BOREHOLE No.: BH103 BOREHOLE REPORT (P CRA Engineering Inc. ELEVATION: N/M ft _ Page: 3 of 3 CLIENT: Progressive Casualty Insurance Company LEGEND PROJECT: Geotechnical Investigation - Proposed Claim Service Center ® SS - SPLIT SPOON LOCATION: 34001 Pacific Highway South Federal Way,Washington ® ST - SHELBY TUBE m RC - ROCK CORE DESCRIBED BY: Steve Beaton CHECKED BY: Hassan Gilani - WATER LEVEL DATE (START): April 20, 2005 DATE (FINISH): April 20, 2005 o T n p� c a� j Blows Per •2 x: Shear test (Cu) A Field Sensitivity (S) O Lab L y rn° DESCRIPTION OF �° N E > .. c 6 In. / - ai N �! O Water content (°%) H o d .� SOIL AND BEDROCK Z .N U 15 cm — Atterberg limits (%) Wp A w U) EL • "N" Value (blows / 12 In.-30 cm) Feet Metres N/M GROUND SURFACE % N 10 20 30 40 50 60 70 80 90 8 78 3 20-28-31 59 O 41 12.5 1'A 42 13. ,"M 43 '•}i 44 —13.5 * N ii 45`{ 14 4 fi 9 67 4 20-25-42 67 O 46 - M�!�f 47�� 14. } 48 i 49 15. 50 051 . 15. 40-1+ 10 50 6 31-33-39 72 O 51.5 End of Borehole SH103 at 51.5 ftdepth 52 below existing ground level. Borehole 16.0 open and dry upon completion_ 53 Borehole backfilled with bentonite chips to 3 ft depth from ground surface. Top 3 ft backfilled with drill cuttings. 54 16. N/M denotes Not measured. 55 17.0 56 57 17. 58 59 18.0 REFERENCE No.: 038805.02 ENCLOSURE No.: Al 0 F rr CRA Engineering Inc. BOREHOLE No.: BH104 -- ELEVATION: N/M ft BOREHOLE REPORT Page: 1 of 2 CLIENT: Progressive Casualty Insurance Company LEGEND PROJECT: Geotechnical Investigation - Proposed Claim Service Center ® SS - SPLIT SPOON LOCATION: 34001 Pacific Highway South, Federal Way, Washington ® ST - SHELBY TUBE m RC -ROCK CORE DESCRIBED BY: Steve Beaton CHECKED BY: Hassan Gilani - WATER LEVEL DATE (START): April 21, 2005 DATE (FINISH): _ April_21_, 2005 t n °' c s M ' a� W �. n C DESCRIPTION OF SOIL AND BEDROCK C `y a - a >z � � w- $ d d �,, •o a, �U Blows per 6 in. / 15cm O k, d, �, �! aa) tl Shear test (Cu) A Field Sensitivity (S) ❑ Lab O Water content (%) H Atterberg limits (%) w,w • 'N' Value (blows / 12 In.-30 cm) Feet Metres N/M I GROUND SURFACE % N 10 20 30 40 50 60 70 80 90 FILL - gray fine sand with silt, trace gravel, organics, moist 1 0.5 2 3 1A 4 5 1.5 6 1 100 18 5-8-8 16 2.0 7 8 2.5 990 auger grinding on probable construction 10 3.0 debris from 9 ft depth to 13 ft depth some brick fragments 11 2 78 14 15-16-20 36 O 3.5 12 t830 4.0 14 I 1i] 4.5 FILL - brown sand and gravel, trace to 16 some silt, trace asphalt fragments 3 100 11 11-11-9 20 i 5.0 17 18 5.5 19 6.0 L REFERENCE No.: 038806-02 ENCLOSURE No,: A10 CRA Engineering Inc. BOREHOLE No.: BH104 BOREHOLE REPORT ELEVATION: N/M ft Page: 2 of 2 CLIENT: Progressive Casualty insurance Company _ LEGEND PROJECT: Geotechnical Investigation - Proposed Claim Service Center ® SS - SPLIT SPOON LOCATION: 34001 Pacific Highway South, Federal Way Washington ® ST - SHELBY TUBE (D RC - ROCK CORE DESCRIBED BY: Steve Beaton CHECKED BY: Hassan Gilani - WATER LEVEL DATE (START): April 21, 2005 DATE (FINISH): Aril 21 2005 w ° t a _ c Shear test (Cu) A Field a M d C BfpWs SenslUvity (S) ❑ Lab m > i o � 0' DESCRIPTION OF SOIL AND BEDROCK > .2all m E W Z p er'� 6 in. / x _@ -0 O water mntent °i H w _ 00 a c Z 15 cm Atlerberg limits (°�) —ww (% ~ • 'N' Value (blows / 12 in.-30 cm) Feet Metre N/M GROUND SURFACE % N 10 20 30 40 50 60 70 80 90 _= SAND - brown, medium dense, fine to 20.5 medium grained, trace to some silt, trace 21:, +� a ravel moist 4 88 6 2-34-29 63 O 6.5 - SAND AND GRAVEL - brown. very dense, interbedded sand seams, dry to 22 *r:r damp 23 7.0 3r{' 24 7.5 . 25. 26 a4► 5 78 3 19-25-27 52 O +�. 'LWit 64 27 +..;:. 28 8.5 +v`: 29 "A - -• •:«; 30 FT �} a 31 9.5; :'. ; 6 65 6 38 31-37 66 O 31.5 End of Borehole BH104 at 31.5 f1 depth 32 below existing ground level. Borehole open and dry upon completion. 33 10.0 Borehole backfiiled with bentoriite chips to 3 ft depth from ground surface. Top 3 34 fl backfilled with drill cuttings. `° 10• N/M denotes Not measured. 35 i a' 1� 36 11.0 9 37 a 11. 38 T 39 12. 0 m AGFFRFNr'.F Mn . n3RRnFi.02 ENCLOSURE No.: All I I � �CRA Engineering Inc. BOREHOLE No.: BH105 ELEVATION: N/M ft BOREHOLE REPORT Page: 1 of 3 CLIENT: Progressive Casualty Insurance Company LEGEND PROJECT: Geotechnical Investi atlon - Prop2sed Clalm Service Center ® SS - SPLIT SPOON LOCATION: 34001 Pacific Highway South, Federal Way, Washington ® ST - SHELBY TUBE m RC - ROCK CORE DESCRIBED BY: Steve Beaton CHECKED BY: Hassan Gilani - WATER LEVEL DATE (START): April 20, 2005 DATE (FINISH): April 20, 2005 t y o o 6 „ W a rn DESCRIPTION OF SOIL AND BEDROCK a, 10 a a) E ,a,Z F' i" a� > 8 y C � a� n c U Blows er P 6 in. / 15 cm c O x w a� y c m — tl Shear test (Cu) A Field Sensitivity (S) ❑ Lab O Water content (%) H Atterberg limits (%) w,w� • "N" Value (blows / 12 In: 30 cm) Feet Metre:• N/M GROUND SURFACE % N 10 20 30 40 50 60 70 80 90 FILL - gray fine sand with silt, trace gravel, organics, moist 1 0.5 2 3 1.0 4 5 1.5 1 77 14 6-9-14 23 0 6 2.0 7 8 2.5 9 10 3.0 2 100 13 12-20-19 39 O 11 3.5 12 13 4.0 14 1b� 4.5 FILL - brown sand and gravel, trace to some silt, some wood fragments 3 100 8 8-8-12 20 C 16 5.0 DOO 17 1>00 18 5.5 1>00 DOO 1>00 19 1>00 i 6.0 REFERENCE No.: 038806-02 ENCLOSURE No.: A11 L BOREHOLE No.: BH105 BOREHOLE REPORT CRA Engineering Inc. ELEVATION: N/M ft Page: 2 of 3 CLIENT: Progressive Casuaity Insurance Company LEGEND PROJECT: Geotechnical Investigation - Proposed Claim Service Center ® SS - SPLIT SPOON LOCATION: 34001 Pacific Highway South, Federal Way, Washington ® ST - SHELBY TUBE m RC - ROCK CORE DESCRIBED BY: Steve Beaton CHECKED BY: Hassan Gllani - WATER LEVEL DATE (START): _April 20, 2005 DATE (FINISH): Aril 20 2005 > _ Shear test (Cu) A Field a g C 2 DESCRIPTION OF GA m > j c ., ar Blows per ° h; 12 N: Sensitivity (S) O Lab O Water content (%) o ; " SOIL AND BEDROCKcc! a � $ 0 c o 6 in. / e, c H Atterberg limits (%) w >.Z ~ d 20 15Cm y—woA U) d • "N" Value (blows / 12 In.-30 cm) Feet Metre:; N/M GROUND SURFACE % N 10 20 30 40 50 60 70 80 90 SAND -brown, medium dense, fine to medium grained, trace to some silt, trace 21 gravel, moist 4 100 15 7-4-3 9 1 O 6.5 22 23 7.0 I 24 I 7.5 25 spoon bouncing on a probable 5 10 10 5013" R boulder/cobble 26 8.0 27 28 8.5 29 9.0 3 SAND AND GRAVEL - brown, very w dense, interbedded sand seams, dry to 31 d damp 6 55 6 21-38-39 77 0 1 i 9.5 �r 32 'd 33 34 }. 10. .! 35 7 100 5 40-50/3" R 0 36 11. +�., .:. t� i !?i*�' 37 11. ±►: 38 39 f12.1 ZN :r L REFERENCE No.: 038806-02 ENCLOSURE No.: All L CRA Engineering Inc. VELEVATION: BOREHOLE No.: BH105 N/M ft BOREHOLE REPORT Page: 3 of 3 CLIENT: Progressive Casualty Insurance Company LEGEND PROJECT: _ Geotechnical Investigation^ Proposed Claim Service Center ® SS - SPLIT SPOON LOCATION: 34001 Pacific Highway South, Federal Way, Washington ® ST - SHELBY TUBE m RC - ROCK CORE DESCRIBED BY: Steve Beaton CHECKED BY: Hassan Gilani - WATER LEVEL DATE (START): April 20, 200.5_ DATE (FINISH): April 20, 2005 t a o r ; w >_rz, A rn � DESCRIPTION OF SOIL AND BEDROCK ` N N_ m: a : Z N > j .r ., o 0 U Blows per 51 cm p X m c s a Shear test (Cu) A Field Sensitivlty (S) ❑ Lab O Water content(^6) w Atterberg limits ("h) 0 "N" Value (blows / 12 In.-30 cm) Feet Metres N/M GROUND SURFACE % N 10 20 30 40 50 60 70 80 90 41 41.5 12.5 f F�' ' ' 8 100 5 23-33- 4 77 O End of Borehole 131-1105 at 41.5 ft depth 42 below existing ground level. Borehole 13.0 open and dry upon completion. 43 Borehole backfilled with bentonite chips to 3 ft depth from ground surface. Top 3 44 13. ft backfilled with drill cuttings. N/M denotes Not measured. 45 50/3" denotes 50 blows per 3 inch penelrataion. R denotes Refusal. 46 14. 47 14. 48 49 1$ 50 51 15. 52 16. 53 54 16. 55 56 17.0 57 17.5 58 59 18.0 DGFFDFAIr:h Mn • 03RRr%B V ENCLOSURE No.: Al2 i �3}°�� CRA Engineering Inc. BOREHOLE No.: BH'106 BOREHOLE REPORT ELEVATION: _ NIM ft Page: 1 of 3 CLIENT: Progressive Casualty Insurance Company LEGEND PROJECT: Geotechnical Investigation - Proposed Claim Service Center MSS - SPLIT SPOON LOCATION: 34001 Pacific Highway South, Federal Way, Washington — ® ST - SHELBY TUBE RC - ROCK CORE DESCRIBED BY: Steve Beaton CHECKED BY: Hassan Gilani - WATER LEVEL DATE (START): April 21.2005 DATE (FINISH): April 21, 2005 t o o „ W T a o[ DESCRIPPON OF SOIL AND BE#]ROCK a y f6 a �I m E l TZ N > 0 �, !� v BIOWS er' P 6 in. / 15 cm c ) x at m e — tl Shear test (Cu) A Field SenslGwFtytS} ❑ Lab O Water content [°�) H Allerberg limits [%) wP`" • 'N' Value (blows 112 in: 30 cm) Feet Metres N/M GROUND SURFACE % N 10 20 30 40 50 60 70 60 90 FILL - gray fine sand with silt, trace gravel, organics, moist 1 0.5 2 3 1.0 4 5 1.5 1 100 — 5-&7 13 ql 6 2.0 7 8 2.5 9 10 3.0 2 100 13 &6-11 17 O 11 3.5 12 13 4.0 14 1i31 - 4.5 FILL - brown sand.and gravel, trace to some sill, some wood fragments 3 56 7 7-12-13 25 O 16 5.0 17 16 5.5 19 — 6.0 REFERENCE No.: 036806.02 ENCLOSURE No.: Al2 BOREHOLE No.: BH106 BOREHOLE REPORT CRA Engineering Inc. ELEVATION: N/M ft Page: 2 of 3 CLIENT: Progressive Casualty Insurance Company LEGEND PROJECT: Geo[echnical Investigation - Proposed Claim Service Center ®SS - SPLIT SPOON LOCATION: 34001 Pacific Highway South, Federal Way, Washington ® ST - SHELBY TUBE m RC - ROCK CORE DESCRIBED BY: Steve Beaton CHECKED BY: Hassan Gilani T - WATER LEVEL DATE (START): April 21 2005 DATE (FINISH): April 21, 2005 o c o Shear test (Cu) A Field Sensitivity (S) ❑ Lab t a B DESCRIPTION OF f° Fn 5 N > w o BIOWS el' P 6in. h m O Water content (%) o m SOIL AND BEDROCK CL a rn S• wl—II Anerberg limits (°6) w u) F— Z IY U tl • "N" Value (blows 112 in.-30 cm) Feet Metres N/M GROUND SURFACE % N 10 20 30 40 50 60 70 80 90 FILL - dark brown sand, coarse gained. trace silt, moist 4 44 14 3-4-4 8 O 21 6.5 22 23 7.0 24 7.5 2i SAND - brown, medium dense, fine to medium grained, trace to some silt, trace gravel, moist 5 78 15 8-11-10 21 O 26 8.0 27 28 8.5 29=f 9.0 <;}` 30 6 77 29 6-7-4 11 C 31 9.5 .r€} 32 ftiwis 33 }:+ 34 10. SAND AND GRAVEL - brown, very R t dry to dense, interbedded sand seams, d 7 100 4 35-44-50/3" R O 36 11. +y*. damp , tr a ... . 37' i of 11. s ZI f 38 ' 39 i +� 12.0 ��•' .:. REFERENCE No.: 038806-02 ENCLOSURE No.: Al2 BOREHOLE No.: BH106 BOREHOLE REPORT CRA Engineering Inc. ELEVATION: N/M ft Page: 3 of 3 CLIENT: Progressive Casualty Insurance Company _ LEGEND PROJECT: Geotechnical Investigation - Proposed Claim Service Center ® SS - SPLIT SPOON LOCATION: 34001 Pacific Highway South Federal Way,Washington ® ST - SHELBY TUBE m RC - ROCK CORE DESCRIBED BY: Steve Beaton CHECKED BY: Hassan Gilani - WATER LEVEL DATE (START): Aril 212005 DATE (FINISH): April 21, 2005 o a y N BIOWS P2f c '� k Shear test (Cu) A Field Sensitivity (S) ❑Lab L 0 DESCRIPTION OF - '0 %N E > v �• �: C: 6 In. / m y C: O Water content (%) H Attertwg limits SOIL AND BEDROCK TZ d 15 cm — wp w, (%) w in ti IL • "N' Value (blows / 12 in: 30 cm) Feet Metres N/M GROUND SURFACE %I N 10 20 30 40 50 60 70 BO 90 ft: 4. � 8 67 4 25-33-35 68 O 41 --12.5 • 42 43 .:.:: 44 to 13. .•s� ;'s.. 45 *4 9 77 4 29-37-40 77 O 46 14. tx R .• 46.5 End of Borehole BH106 at 46.5 ft depth 47 below existing ground level. Borehole 14 open and dry upon completion. 48 Borehole backfilled with bentonite chips to 3 ft depth from ground surface. Top 3 ft backfilled with drill cuttings. 49 15. N/M denotes Not measured. 50 50/3" denotes 50 blows per 3 inch penetrataion. R denotes Refusal. 51 15. 52 16. 53 54 16. 55 17.0 56 57 17.5 58 59 18.0 r F u APPENDIX B LABORATORY TEST RESULTS '= INSPEC-SOL INC. PROJECT: Progressive Claim Service Center LOCATION: 34001 Pacific Highway South, Federal Way, WE CLIENT : CRA PROJECT NO.: 38806-02 ENCLOSURE No.: 81 SAMPLE DATE: March 18, 2005 SAMPLE LOCATION: 131-16 SAMPLE No.: - SAMPLE DEPTH: 5-6.5' SAMPLED BY: BP TEST DATE: March 28, 2005 TESTED BY: Do LAB No.: W L- 262 CUY 91LT -RAND &M.5 ORN COBBLES FEE IEeM1Y G0416f FlIEE U.S. Standard Sieve Sizes 8 g py N U it 1 i! it a to t� - .- N Of O I H liiiiiiiiniiiii FA illoll4lilli MINE 111 110 1 iiiiin�ilillill No, 11111101111111 1111 11II11N1111IIII01111'millillilmillillilm 0-0001 0.001 0.01 0.1 1 10 Grain Size (mm) PARTICLE SIZE DISTRIBUTION SOIL CLASSIFICATION DESCRIPTION DESCRIPTIVE MODIFIERS Silty SAND, trace gravel AND 36 - 50 % ADJECTIVE (e.g. sandy) 21 - 35 % WITH 11 - 20 % TRACE 1 - 10 % 100 t I F 90 fso 70 t I I f60 L I H I C h 50 LL IL I I U 40 a� I I C30 20 10 0 100 SUMMARY GRAVEL 10 % SAND 67 % SILT +CLAY 23 % L254938 CONTD.... PAGE 2 of 3 ENVIRO-TEST ANALYTICAL REPORT L254938-2 038W6-02 BH3 (5'-6.5') Sample Date: 17-MAR-05 Matrix: SOIL % Moisture 3.5 0.5 % l31-MAR-05'30-MAR•05 Redox Potential I 320 1 mV 129-MAR-05 29-MAR-05 Resistivity I! 5000 100 1 ohm cm E29•MAR-05�29-MOkR-05 Sulphide 1 <0.2 ' 0.2 mAg 101-APR-05 01-APR-M pH 6.60 0.01 pH units 29-MAR-05 29-MAR-05 TH R271590 KA R271405 KA R271344 W K R272751 KA R2714M F F r Methods Listed (if applicable): ETL Test Code Matrix MOISTURE-WT Soil PH-WT Soil REDOX-POTENTIAL-WT Soil RESISTIVITY-WT Soil SULPHIDE-WT Soil TOC-WT Soil L254938 CONTD.... PAGE 3 of 3 Reference Information Test Description Preparation Method Reference(Based On) Analytical Method Reference(Based On) % Moisture Gravimetric: Oven Dried pH MOEE E3137A Redox Potential APHA 2580 Resistivity MOEE E3137A Sulphide APHA 4500S2D TOC in Solids ASTM F-1647 •' Laboratory Methods employed follow in-house procedures, which are generally based on nationally or internationally accepted methodologies. Chain of Custody numbers: The last two letters of the above test code(s) indicate the laboratory that performed analytical analysis for that test. Refer to the Hsi below. Laboratory Definition Code Laboratory Location WT Enviro-Test Laboratories - Waterloo (Sentinel), Ontario, Can Laboratory Definition Code Laboratory Location GLOSSARY OF REPORT TERMS Surr - A surrogate is an organic compound that is similar to the target analyte(s) in chemical composition and behavior but not normaiy detected in enviromental samples. Prior to sample processing, samples are fortified with one or more surrogate compounds. The reported surrogate recovery value provides a measure of method efficiency. The Laboratory warning unds are determined under column heading D.L. nxAg (unfts) - ung of concentration based on mass, parts per moon mg/L (unds) - unit of concentration based on volume, parts per m9fion < -Less than D.L. - Detection Limit N/A - Result not available. Refer to quaNfier code and deforitbr; for explanation Test results reported relate ony to the samples as received by the laboratory. UNLESS OTHERWISE STATED, ALL SAMPLES WERE RECEIVED IV ACCEPTABLE CONDITION. UNLESS OTHERWISE STATED, SAMPLES ARE NOT CORRECTED FOR CLIENT FIELD BANNS. Although test results are generated under strict QA/QC protocols, any unsigned test reports, faxes, or emads are considered preliminary. Enviro-Test Laboratories has an extensive QA/QC program where aH analytical data reported is analyzed using approved referenced procedures followed by checks and reviews by senior managers and quality assurance personnel. However, since the results are obtained from chemical measurements and thus cannot be guaranteed, Envvo-Test Laboratories assumes no liabifity for the use or interpretation of the results. Progressive Insurance Service Center City of Federal Way, Washington Preliminary Technical Information Report Level 1 Downstream Analysis Prepared for Zaremba Group, LLC 14600 Detroit Avenue, Suite 1500 Cleveland, OH 44017 Date 5/10/05 Triad Job No. 05-077 Progressive Insurance Service Center Preliminary Technical Information Report & Level 1 Downstream Analysis Prepared For: Zaremba Group, LLC 14600 Detroit Avenue, Suite 1500 Cleveland, OH 44107 Prepared May 10, 2005 Progressive Insurance Service Center Preliminary Technical Information Report Level 1 Downstream Analysis Prepared By: Schwin Chaosilapakul Reviewed By: William E. Stevens, P.E. 5/10/2005 Job #05-077 TRIAD Progressive Insurance Service Center Preliminary Technical Information Report & Level 1 Downstream Analysis Table of Contents 1 PROJECT OVERVIEW....................................................................................1-1 2 CONDITIONS AND REQUIREMENTS SUMMARY.........................................2-1 2.1 CORE REQUIREMENTS............................................................................................. 2-1 2.1.1 Core Requirement #1: Discharge at the Natural Location......... ........................ 2-1 2.1.2 Core Requirement #2: Offsite Analysis................................................................ 2-1 2.1.3 Core Requirement #3: Flow Control...................................................................... 2-1 2.1.4 Core Requirement #4: Conveyance System ....................................................... 2-1 2.1.5 Core Requirement #5: Erosion and Sediment Control ....................................... 2-1 2.1.6 Core Requirement #6: Operations and Maintenance ......................................... 2-1 2.1.7 Core Requirement #7: Bonds and Liability......................................................... 2-1 2.1.8 Core Requirement #8: Water Quality................................................................... 2-2 2.2 SPECIAL REQUIREMENT #1: OTHER ADOPTED AREA -SPECIFIC REQUIREMENTS ..... 2-2 2.3 SPECIAL REQUIREMENT #2: FLOODPLAIN/FLOODWAY DELINEATION ..................... 2-2 2.4 SPECIAL REQUIREMENT #3: FLOOD PROTECTION FACILITIES ........... ...................... 2-2 2.5 SPECIAL REQUIREMENT #4: SOURCE CONTROL ...................................................... 2-2 2.6 SPECIAL REQUIREMENT 45: OIL CONTROL .............................. ............................... 2-2 3 OFFSITE ANALYSIS (LEVEL 1 DOWNSTREAM ANALYSIS).......................3-1 3.1 PROJECT OVERVIEW............................................................................................... 3-1 3.2 STUDY AREA DEFINITION AND MAPS ........ .......................................... ................... 3-2 3.2.1 Basin Reconnaissance Summary Reports........................................................... 3-2 3.2.2 FEMA Floodway Maps............................................................................................ 3-2 3.2.3 Environmentally Sensitive Areas Map.................................................................. 3-2 3.2.4 King County Soils Survey...................................................................................... 3-3 3.3 FIELD INSPECTION SUMMARY................................................................................. 3-3 3.4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS ........................... 3-4 4 FLOW CONTROL AND WATER QUALITY DESIGN......................................4-1 4.1 PERFORMANCE STANDARDS, FLOW CONTROL SYSTEM, WATER QUALITY SYSTEM4-1 4.2 SITE HYDROLOGY...................................................................................................4-1 4.3 FLOW CONTROL......................................................................................................4-1 4.4 WATER QUALITY.................................................................................................... 4-2 5 CONVEYANCE SYSTEM ANALYSIS AND DESIGN......................................5-1 5.1 DRAINAGE CONCEPT............................................................................................... 5-1 511012005 Page i Job #05-077 TRIAD Progressive Insurance Service Center Preliminary Technical Information Report & Level 1 Downstream Analysis 6 SPECIAL REPORTS AND STUDIES..............................................................6-1 7 OTHER PERMITS............................................................................................7-1 8 TEMPORARY EROSION AND SEDIMENT CONTROL..................................8-1 9 BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT....................................................................................................9-1 9.1 BOND QUANTITIES.............................................................. .................................... 9-1 9.2 FACILITY SUMMARIES............................................................................................. 9-1 r9.3 DECLARATION OF COVENANT................................................................................. 9-1 4. 10 OPERATIONS AND MAINTENANCE...........................................................10-1 r L L C L t_ 5/10/2005 Page ii Job #05-077 TRIAD Progressive Insurance Service Center Preliminary Technical Information Report & Level 1 Downstream Analysis LIST OF SUPPLEMENTAL INFORMATION Note: Where applicable, supplemental information is located at the end of each section. Section I: TIR Worksheet ` Section III: Basin Reconnaissance Report No. 3 — Hylebos Creek Basin Map FEMA Map King County Sensitive Areas Folio — Streams and 100-year Floodplains King County Soils Survey Drainage Basins Exhibit L L C L Section IV:. StormFilter Approval Letter Approval Letter for use of Underground Stormwater Facilities Section V: Preliminary Grading, Utility, and Channelization Plan 5/10/2005 Page iii Job #05-077 TRIAD I L L l L L L Progressive Insurance Service Center Preliminary Technical Information Report & Level 1 Downstream Analysis 1 PROJECT OVERVIEW The project proposes to construct a Progressive Insurance Claims Inspection and Service Center in the City of Federal Way Business Park (BP) zone. The property is 8.3 acres and trapezoidal in shape with approximate dimensions of 1,100 feet deep (east -west) and 330 feet wide (north -south). The western 4 acres of the parcel is dedicated as a permanent easement to the City of Federal Way for the South 336`h Street Regional Detention Facility, with the remaining 4.3 acres proposed for the development. The project site, in its predeveloped condition, is covered with moderate brush and ground cover. The site slopes toward the west, draining to the South 336th Street Regional Detention Facility. The site is located southwest of the 16th Avenue South and Pacific Highway South intersection, with the eastern property frontage directly on Pacific Highway South. More generally, the site is located within the NE %4 of Section 20, Township 21 North, Range 4 East, _ W.M. in the City of Federal Way, Washington. Please see the Vicinity Map below. 5/10/2005 Jon #05-077 CA > _ � w U C l tit U U7 SITE- o Y � 0 U-) W ~ Q S 348TH/ST..w co s�- U t� G Q Q � o U G= Q F FEDERAL WAY o Vicinity Map (not to scale) IT RIAD Page 1-1 L Progressive Insurance Service Center Preliminary Technical Information Report & Level 1 Downstream Analysis Access to the site will be provided by a proposed road (SE 340th Street) to be extended to the west along the site's north boundary from the Pacific Highway South and 16th Avenue South intersection. Only a half -street improvement of SE 340th is proposed for the site. Please refer to the Preliminary Grading, Utility, and Channelization Plan included at the end of Section 5 of this report. 5/10/2005 Page 1-2 Job #05-077 ' TRIAD King County Department of Development and Environmental Services TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 1 PROJECT OWNER AND PROJECT ENGINEER Project Applicant Zaremba Group, LLC_ Address 14600 Detroit Avenue Suite 1500 Cleveland, OH 44107 Phone (216) 221-6600 Project Engineer William E. Stevens, P.E. Company Triad Associates Address 12112 115th Avenue NE Kirkland, WA 98034 Phone (425) 821-8448 Part 3 TYPE OF PERMIT APPLICATION ❑ Subdivison ❑ Short Subdivision Grading u Commercial ❑ Other Part 2 PROJECT LOCATION AND DESCRIPTION Project Name Progressive Insurance Service Center Location Township 21 N Range 4 E Section 20 Part 4 OTHER REVIEWS AND PERMITS ❑ DFW HPA ❑ COE 404 ❑ DOE Dam Safety ❑ FEMA Floodplain ❑ COE Wetlands Part 5 SITE COMMUNITY AND DRAINAGE BASIN Community City of Federalway, King County Drainage Basin Hylebos Creek Part 6 SITE CHARACTERISTICS ❑ Shoreline Management ❑ Rockery ❑ Structural Vaults ❑ Other ❑ River ❑ Floodplain ❑ Stream ❑ Wetlands ❑ Critical Stream Reach ❑ Seeps/Springs ❑ Depressions/Swales ❑ High Groundwater Table ❑ Lake ❑ Groundwater Recharge 0 Steep Slopes E7 Other South 336'h St. Regional Detention r Part 7 SOILS Soil Type Norma (No) Everett-Alderwood (EwC) Slopes Erosion Potential Erosive Velocities Additional Sheets Attached Part 8 DEVELOPMENT LIMITATIONS REFERENCE ❑ SEC. 3 — Level 1 Downstream Analysis ❑ Additional Sheets Attached Part 9 ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION ❑ Sedimentation Facilities ❑ Stabilized Construction Entrance ❑ Perimeter Runoff Control ❑ Clearing and Grading Restrictions ❑ Cover Practices ❑ Construction Sequence �. Other: Will be addressed in final engineering LIMITATION/SITE CONSTRAINT MINIMUM ESC REQUIREMENTS AFTER CONSTRUCTION ❑ Stabilize Exposed Surface ❑ Remove and Restore Temporary ESC Facilities ❑ Clean and Remove All Silt and Debris ❑ Ensure Operation of Permanent Facilities ❑ Flag Limits of SAO and open space preservation areas �. Other: Will be addressed in final engineering Part 10 SURFACE WATER SYSTEM ❑ Grass Lined ❑ Tank ❑ Infiltration Method of Analysis Channel ❑ None at this time Vault Depression Pipe System Compensation/Mitigation Energy Dissipator ❑ Flow Dispersal of Eliminated Site ❑ Open Channel Storage ❑ Wetland � Waiver ❑ Dry Pond ❑ Stream Regional ❑ Wet Pond Detention Brief Description of System Operation Direct Discharge into South 336'h St. Regional Detention Facility to the west via underground _pipe system. All developed site runoff are routed through StormFilter vault before discharge. Partial runoff from site routed through coalescing plate oil/water separator. Facility Related Site Limitations Reference Facility Limitation Part 11 STRUCTURAL ANALYSIS ❑ Cast in Place Vault ❑ Retaining Wall ❑ Rockery > 4' High ❑ Structural on Steep Slope ❑ Other — Soldier Pile Wall Part 12 EASEMENTS/TRACTS Drainage Easement ❑ Access/Utility Easement ❑ Native Growth Protection Easement ❑ Tract ❑ Other Part 13 SIGNATURE OF PROFESSIONAL ENGINEER I or a civil engineer under my supervision my supervision have visited the site. Actual site conditions as ob erved were incorporal d into this worksheet and the attachments. To the best of my knowledge a information provi her is accurate. L Progressive Insurance Service Center Preliminary Technical Information Report & Level 1 Downstream Analysis 2 CONDITIONS AND REQUIREMENTS SUMMARY 2.1 Core Requirements 2.1.1 Core Requirement #1: Discharge at the Natural Location Runoff from the existing site sheet flows to the west. In the developed condition, runoff from the site is proposed to discharge west into the South 336th Regional Detention Facility. Please refer to the Level 1 Downstream Analysis in Section 3 for a complete description of the site's drainage discharge points. 2.1.2 Core Requirement #2: Offsite Analysis See Section 3 — Offsite Analysis. 2.1.3 Core Requirement #3: Flow Control Since the project proposes to directly discharge into the South 336th Regional Detention Facility no onsite detention is required. See Section 4 — Flow Control and Water Quality. 2.1.4 Core Requirement #4: Conveyance System See Section 6 — Conveyance System Analysis and Design. 2.1.5 Core Requirement #5: Erosion and Sediment Control This requirement will be addressed at the time of final engineering. 2.1.6 Core Requirement #6: Operations and Maintenance This system will be a privately maintained system. The operations and maintenance manual for onsite facilities will be provided with the final TIR. 2.1.7 Core Requirement #7: Bonds and Liability This requirement will be provided at the end of the engineering review process. L5/10/2005 Job #05-077 /TRIAD Page 2-1 Progressive Insurance Service Center Preliminary Technical Information Report & Level 1 Downstream Analysis r2.1.8 Core Requirement #8: Water Quality r Resource Stream Protection is required for this project as directed by the City of Federal ! Way. Water quality treatment for site runoff including South 3401h Street and Pacific r Highway South frontage will be provided by a proprietary StormFilter vault (with leaf compost media) by Stormwater Management Inc. See Section 4 — Flow Control and Water r Quality. l 2.2 Special Requirement #1: Other Adopted Area -Specific Requirements No area -specific requirements were identified for the project during discussions with the city. (Because the project is within the City of Federal Way, county -adopted area -specific requirements would not apply). 2.3 Special Requirement #2: Floodplain/Floodway Delineation As discussed in the Level 1 Analysis, the site is not located within a floodplain. In addition, the site is significantly filled, effectively elevating it above any flooding from the local waterways (South 336th Street Regional Detention Facility). 2.4 Special Requirement #3: Flood Protection Facilities No flood protection facilities are proposed. 2.5 Special Requirement #4: Source Control No special source control measures are indicated for the site. Normal design, construction and maintenance procedures will apply to the site. 2.6 Special Requirement #5: Oil Control i The site is considered a "High -Use" site due to onsite storage of damaged vehicles. High -use sites require, in addition to standard requirements, an oil/water separator. A coalescing plate oil/water separator will be provided to treat runoff generated from areas proposed for storage of damaged vehicles. 5/10/2005 Page 2-2 Job #05-077 TRIAD i 0 Progressive Insurance Service Center Preliminary Technical Information Report & Level 1 Downstream Analysis 3 OFFSITE ANALYSIS (Level 1 Downstream Analysis) 3.1 Project Overview The project proposes to construct a Progressive Insurance Claims Inspection and Service Center in the City of Federal Way Business Park (BP) zone. The property is 8.3 acres and trapezoidal in shape with approximate dimensions of 1,100 feet deep (east -west) and 330 feet wide (north -south). The western 4 acres of the parcel is dedicated as a permanent easement to the City of Federal Way for the South 336th Street Regional Detention Facility, with the remaining 4.3 acres proposed for the development. The site is located southwest of the 16th Avenue South and Pacific Highway South intersection, with the eastern property frontage directly on Pacific Highway South. More generally, the site is located within the NE '/4 of Section 20, Township 21 North, Range 4 East, W.M. in the City of Federal Way, Washington. Please see the Vicinity Map below. 5/10/2005 Job #05-077 w U E ¢ w U co SITE Q rL d r � w rn ~ co UT ST. M z w z � S 348TH 3 2 c� c> Q Q o � O 0 U C( F FEDERAL WAY Cn o Vicinity 114ap (not to scale) /*LAP 3-1 Progressive Insurance Service Center Preliminary Technical Information Report & Level 1 Downstream Analysis Access to the site will be provided by a proposed road (SE 340th Street) to be extended to the west along the site's north boundary from the Pacific Highway South and 16th Avenue South intersection. Only a half -street improvement of SE 340th is proposed for the site. Please refer to the Preliminary Grading, Utility, and Channelization Plan included at the end of Section 5 of this report. 3.2 Study Area Definition and Maps Published resources consulted for general site information, are discussed in the following sections. 3.2.1 Basin Reconnaissance Summary Reports - The project is p J within the Hylebos Creek Basin, which is addressed by the Basin (' Reconnaissance Report No. 3, Hylebos Creek, February 1986 (see the Hylebos Creek Basin map, annotated with the site location, at the end of this section). The drainage basin map outlines a large basin upstream of the site, and shows that tributary 0014A flows through the western half of the site. This reconnaissance report is old, and does not reflect current Lconditions in the vicinity of the proposed project. For instance, the report identifies the need to restore detention capacity along tributary 0014A in the site vicinity. Since the preparation F and publishing of the Basin Reconnaissance Report, this deficiency has been addressed b construction of the South 336th Street Regional Detention Facility. y 3.2.2 FEMA Floodway Maps An annotated FEMA map excerpt is included at the end of this section. As shown, the site is in Zone C (no significant flooding). i r 3.2.3 Environmentally Sensitive Areas Map From the King County Sensitive Areas Folio, the Streams and 100 year Floodplains map for i the site is included at the end of this section. No floodplain is indicated near the site. The `-' 5/10/2005 Job #05-077 'TRIAD 3-2 Progressive Insurance Service Center Preliminary Technical Information Report & Level 1 Downstream Analysis stream flowing through the west end of the site is mapped as transitioning from "Unclassified" (upstream) to "Class 2 (with salmonids)" (downstream). 3.2.4 King County Soils Survey According to the King County Soils survey, the site soils are primarily Norma sandy loam (No) and Everett-Alderwood gravelly sandy loam (EwC) (annotated map excerpt included at the end of this section). 3.3 Field Inspection Summary Field visits to observe the existing drainage conditions of the site were made by representatives of Triad on March 28, 2001 (by Barnaby D. Hoit) and on May 26, 2004 (by Schwin Chaosilapakul). The site is adjacent to the South 336th Street Regional Detention Facility and will discharge directly to the facility. The South 336th Street Regional Detention Facility outfalls to the King County Tributary 0014A, which is (eventually) tributary to Hylebos Creek. Because the site is a small portion of the overall basin tributary to this downstream conveyance and is tributary to the regional facility, no further downstream inspection was conducted. The site is currently a level fill pad that approximately matches the grade of Highway 99 to the east and the commercial properties to the south. This fill was placed during the construction of the South 336th Street Regional Detention Facility, and is the material excavated for the facility. The fill extends to the northern boundary of the adjacent property to the north. At the northern edge of the fill is the gravel access road for the detention facility, off Highway 99. The natural grade to the west of the roadbed is typically lower than the site. Drainage from the north is collected in a piped system that is tributary to the South 336th Street Regional Detention Facility. Offsite flows that are directly tributary to the site include areas of Highway 99 east of the site. Along the site's frontage is a rough ditch (appeared to be formed between the fill onsite and a formerly exposed rockery for the Highway bed) that collects road runoff and routes it 5/10/2005 Job #05-077 .� 3 `TRIAD Progressive Insurance Service Center Preliminary Technical Information Report & Level 1 Downstream Analysis north to a pipe system tributary to the South 336th Street Regional Detention Facility. At the south end of the site frontage along Highway 99, the last catch basin in a tightline system (from the south) appears to discharge into the site (field survey identified an outlet from the catch basin to the west). Field investigation could not locate the outfall from this catch basin and the catch basin was observed to surcharge during a light rain event (March 28, 2001 site visit). Based on these observations, Triad suspects the catch basin's outfall was buried when the site was filled to its current elevation (as part of the regional detention facility construction). The project proposes to convey the flows from this catch basin (flows from tributary areas to the system covering approximately 1,400' of Highway 99 south of the site) in a new tightline drainage system through the site to the South 336th Street Regional Detention Facility (see the Drainage Basins Exhibit included at the end of this section). These offsite flows would bypass the onsite water quality facility. 3.4 Drainage System Description and Problem Descriptions The site is graded to sheet flow to the west. The sheet flow runoff is intercepted by a swale at the west end of the site, east of the steep embankment that marks the edge of the site fill pad. The swale drains north to a settling pond located just offsite. The settling pond discharges through a tightline system (two runs of pipe) to the South 336th Street Regional Detention Facility. The outfall from the tightline system is an energy dissipating structure located in the habitat -enhanced channel upstream of the detention pond. No drainage problems were observed in the offsite system or have been discovered in discussions with the city. The interceptor swale onsite does not appear to have been maintained. The existing site drainage facilities appear to be the remnants of an erosion and sedimentation control program associated with the previous grading activities. The upstream tributary areas are discussed in the previous section. Note the only observed drainage problem in the site's vicinity is the catch basin located near the southeast corner of the site, which appears to have a Plugged/buried outfall (discussed in the previous section). As shown on the Preliminary Grading, Utility, and Channelization Plan, a new tightline drainage system will be constructed to convey this storinwater to the South 336th Street Regional Detention Facility. L5/10/2005 Job #05-077 /TRIAD 3-4 HYUSGS CREEK BASIN L; Basin Boundary j := ' • • • Collection Point Bounds - Collection Point ry Stream i _�r1F Y �; .' _may #+ ... , -� ; � ,� :i:' t 000s Tributary Number r' ; �! `r, • ' , ' _ ';.f; f `" ' rig i :411 Proposed Project Sites 2 ~ {�y's. .rye: � sksk. 3 r j � � - � : rr`•-�-�� { . � « ► { i" : i11 •� .+ � 4 tom..--.... .•«._. 4 _ �rA��i•� Ni ��.�.` �_ �.. . •�.' •_ � :� ■_ ,~s � `:I' !: iii - •r � � . yll _ S '•� .��s _ _S•_ ' .f'9'F.vs:- - : + [ - - - .i...`. .� •=�"�' -• i��� �\ • s was- �:.F _ '. +• 'lam mar '>. �:.�.�... 3' i •� .?. r r_ _ ��� y �. •:} .i �+ -• '• •� _,_ � ' ..._'- Asa �_� � "� # - �:'• _ _ • • I , E- ..• \.^:. I! „ - ..! y ... :{,1-..; �`aw >• x'fir.>dLa'��:� .R f. . • '+ V_. #'" r!'',•` 403. f-'• ' > ' F' �i-' r' Yw :56 • - ' ess campus R'F �" .- s � _ : • I NOW 40 2422 dos• 2 1 J di +�'p'3'Gs. � ••••••••• i �•�■lam ��- "• ■. ■•: s�r. i-••c..,n� •� G�fi 241� e • n._ } si •r.rrrw.,y x ••sl I • s;xt It IL TACOMA 411 CIE [iw au •■ ! •• �s sn LAR 5Mf!-Z 3•T�'--':� w • • nffig7g)%g Kitts Corner S _ 34STh r{ I BROOK Q LAKE c-REET �a COUNTY BOUND NATIONAL FLOOD INSURANCE PROGRAM FLOOD INSURANCE RATE MAP DING COUNTY, WASHINGTON - (UNINCORPORATED AREAS) COMMUNITY -PANEL NUMBER 530071 0450 A PAGE 4.50,AF 650 (SEE MAP INDEX FOR PAGES NOT PRINTED) EFFECTIVE 'EPTEMBER 29, 1978 r7 f DEPARTMENT OF ROUSING URBAN DEVELOPMENT RAL INSURANCE ADMINISTRATION �.. •j :+.r "���� ��J-..•��. .: t�'. - 'I ! '.+ y� . � --..ems .'.�' r�«3 : j � y. ' � - - �• ~C "� ` •'1_, F f �f. L' _ .+'. �F : •s._ ei t 'y.� 1f -'�1� ^•w[" _t�i tT. 14, 71t I-`"• _ • : ,� �. �• • -' i : � �� . +' � � �[ / 1� r �•-` ::� _ •� l' it-... 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Imo:. f the sensitive areas dls• One -year r '++'<�'+''' '' ^ , •• i• ;� + e naps are approximate. Year floadpialns extend be- lY >70 t ' areaS that have. not be- yond those shown on maps, Flood In- Streams a�� �Yf Class l a bP present on a devei- svrance Rate Maps do na! a! Ways show the Streams ar4�l�iJllls��7 and 1•+ Where differences flb9dplafn to the headwaters of streams•-•-�'�-� Class 2(wMsalmon a ns. the on lhese Year Floodpia.IIIS - �n the Site'of the sensit • — Class 2 (perennial; s e In the Sensitive Area Use Undetelrnined) - lal control. IMYear Modpwns • • • • • Class 3 Unclassified AgC AgB a p. N❑ •�_ AmC 6g� EwC ACC E►$B railer - e•� Park ti ayg9 f Arne Or a . / acts Evergreen .' rj . Arrport,f.' Evc 1aSk ga;?� r'!J dtx A$B EvrC : rr+ c• , fsfn + r Ph La f •4 AgB Ur InC r " •�� Ev9 fnC n e • Ur • :( �yy Sch A + EvC �y y 352 • • 44 H . .r . + 0 Ey c Eve 21 No ]86 .�a 38. 5 Ur AgC P'� c as8 AgB S . EwC 18 Sk 36a �� - N6 L+r � _ • ��. � . EvC EvB t G k C � A {264 AgC •. Vr 356 r• QSk ■ Ag� {� 0 EEC Eu �kela • �• AgC 29 Elh S G .?% I ' ] AgB AgB R EtvC E'fi ,• Ale •jng. 1 gp .... . •,''� i KPB TL ' gyp/ � ° •L•r V ; "_ • yt8s. ! Eve c,• { eS E ,♦ PKF r ��, r �3k ♦ .. ;� / Age Ir.0 Pet it ♦ � Traite►00 Park 2...� -•� r \\ g, �• ���._ K�A Q �" Kp_ I Tv �1�� a 6E rpm 1 Jf • r�" •� '�i, �.� �.Y 1 SHEET NO. 15 KING COUNTY '• `k �tiv / l TY AREA, WASHINGTON - 1 (POVERTY BAY QUADRANOLE) t:.� NE 1/4 OF SEC 20, TWNSHP 21N, RANGE 4E, W.M. PROP05ED MaIARGE SOUTH 336TH STREET REGIONAL DETENTION FACILITY DIQS17 (SHEE U SD SYSTLY (TRIBUTARY P 14 SCALE: 1" = 200' 0 100 200 400 t TRIAD naanc�wras ns��++9hAw. eE Mft4 WA OWS"SM 42582IJ" aaM a", 61 eoo . 07M a In. waJltl�nmm� 0 c� tu Z 3 ti m qK W p 2 X � Q Q V W m V y 2 N W u y 3 cft o c 0 MST SUWAMrLL rota: aaIEL-r" tW-- NA ffM aot TAM mete W= nm um . 05-07 sat no. Q 2004 TRIAD ASSOCIATES Progressive Insurance Service Center Preliminary Technical Information Report & Level 1 Downstream Analysis 4 FLOW CONTROL AND WATER QUALITY DESIGN 4.1 Performance Standards, Flow Control System, Water Quality System All stormwater facilities will be designed per the 1998 King County Surface Water Design Manual (KCSWDM) and the 1998 City of Federal Way Addendum to the KCSWDM. 4.2 Site Hydrology Existing Runoff from the existing site sheet flows west toward the South 3361h Street Regional Detention Facility. Approximately 0.92 acres of Pacific Highway South is directly upstream of the site. Runoff from this area sheet flows west onto the site. Additional flows from 2.89 acres of Pacific Highway southeast of the site (collected within an underground pipe system beneath Pacific Highway) are discharged onsite near the southeast property corner. Please refer to the Level 1 Offsite Analysis and Core Requirement Summary in Section 3 for additional details. Also see the Drainage Basins Exhibit in Section 3. Developed Runoff from the developed site and upstream areas is proposed to discharge west into the South 3361h Street Regional Detention Facility as it did in the existing condition. 4.3 Flow Control Flow control will be provided by the South 3361h Street Regional Storage Facility adjacent to Lthe site to the west. According to the City of Federal Way, this facility has been sized to accommodate developed flows from the subject site. n i L L 5/ 10/2005 Job #05-077 E Progressive Insurance Service Center Preliminary Technical Information Report & Level 1 Downstream Analysis F 4.4 Wafer Qualify F Water quality treatment per the Resource Stream Protection menu of the 1998 KCSWDM is required for the site, South 340th Street, and Pacific Highway South frontage. In addition to Fstandard water quality treatment, oil control is also required for the site. Resource Stream Protection The Resource Stream Protection Menu provides three options for water quality treatment facilities: Option 1 — Large Sand Filter, Option 2 — Stormwater Wetland, and Option 3 — Two -Facility Treatment Train. It is proposed that water quality treatment for the site, South 340th Street, and Pacific Highway South frontage be provided by a proprietary StormFilter vault (leaf compost media) by Stormwater Management Inc. According to the City of Federal Way, the StormFilter system has been approved as an acceptable means of water quality treatment for Resource Stream Protection as a stand-alone system (in lieu of Option 3 - Two -Facility Treatment Train). An approval letter dated February 19, 2002 from the Surface Water Manager of the City of Federal Way (Paul Bucich, P.E.) to use StormFilter as a stand-alone water quality treatment BMP is included at the end of this section. Also included is an approval letter from the Engineering Plans Reviewer (Kevin Peterson) at the City of Federal Way for the use of underground stormwater facilities. The StormFilter vault is proposed as an off-line system and will be located near the northwest corner of the site. A flow-splitter catch basin is proposed to route flows up to the water quality storm event (60% of the 2-year peak flow per 1998 KCSWDM) to the StormFilter vault while routing higher flows in parallel to the downstream system. A StormFilter Size and Cost Estimate will be provided with the final TIR. Oil Control In addition to standard water quality treatment, a coalescing plate oil/water separator will be l provided to treat runoff from areas where damaged vehicles are stored. L5/10/2005 ! 4-2 Job #05-077 , -FRLAD FAX TRANSMMAL To: Don Hill COMPANY: Triad Associates FAX 4: Phone: COMMENTS: Don, (425)821-3481 (425)821-8448 5ceitteTaca>n+a Ra�anal olttce Pliage:126 7425$04 VA)e425'742-2i i9 Po. box 84T4 :.L'ynmrood, WA �HD44. nftl?aelm@stonnwaterinc.com FROM: Michael Macnoskey, PE FAX 425 742-2819 PAGES: 2 RE StormFilter information DATE: February 19, 2002 Thanks again for using the StormFilter for water quality on your project. Attached is the City of Federal Way approval letter of the StormFilter technology as you requested. Please call me if you have any questions or need additional information. Thank you. Michael. L L L L 19W c131'.MPJaOIS GTK-ZbL-SZb 0T:30 Z00Z/GT/Z0 crrr of i� �RR DATE: September 7, 2001 TO: Interested Parties and holders of the Federal Way/King County Surface Water Design Manual FROM: Paul A_ Bucich, P_E_, Surface Water Mana r RE: Pilot Blanket Adjustment for Use of StormFilter Products on Commercial Sites In accordance with Section 1.4.3 Adjustment Application Process of the 1998 King County Surface Water Design Manual adopted by the City of Federal Way as amended, this memorandum identifies that the City of Federal Way is accepting the use of StormFilters on private commercial sites as a stand-alone water quality treatment BMP_ This is being done as a pilot program and requires the following be complied with: I . The applicant must provide the City assigned maintenance agreement with a term no less than three (3) years at the time of final approval. A draft version must be presented at time of application along with the firm identified to conduct the activity_ The City reserves the rightto rejectthe maintenaneefirm if it is deemed not qualified for this type of maintenance activity_ A sample maintenance agreement can be obtained from the City_ 2. Use of the StormFilters mill only be permitted on private, commercial sites. Use in residential faci I ities, private or public, will not be allowed unless the City directs such action- 3- The applicant must further allow the manufacturer and/or the City access to the device for water quality testing if deemed necessary by either. Such testing may be used by the City or the manufacturer to substantiate treatmertt'c)aims and/or further the goals of the manufacturer in obtaining Department of Ecology approval_ Test results will not be used to support a case for requiring rem oval and replacement of the device by the developer or subsequent owner after the evaluation period is completed_ If appropriate, test results may be used to encourage expansion or modification in accordance with the manufacturers recommendations for better treatment results_ 4. The applicant's engineer, in concert with the manufacturersrecommendations.shall provide extra space within the device for expansion of the number of cartridges. This is typicallyto allow minorexpansions and is not intended to provide for large expansive capabilities within the device_ The Pilot designation will not require the applicant to conduct testing nor will it require removal at the end of the test period or a set aside area for anew treatment device. Once the Department of Ecology either gives final approval or denial of use, the pilot designation will be removed in one way or another_ Current Federal Way Code allows the use of these devices in a treatment train design. This memorandum does not affect that type of use or approval. 7R-:1gt"A 191.1 NAI-14.4dois 618G-ZVZ-SZV ©T:88 7,130G/6T/GO L L CITY OF :- Federal May 10, 2005 William. E. Stevens, P.E. Triad Associates 12112 115"' Avenue NE Kirkland, WA 98034-6923 CITY HALL ■ � r�� 33325 8th Avenue South • PO Box 9718 lYl►Yl Federal Way, WA 98063-9718 (253) 835-7000 www. cityoAederalway. com Rey Permit #05-100848-000-00-PC; PROGRESSIVE SERVICE CENTER 34001 Pacific Highway S Dear Mr. Stevens, This letter is in response to your request to allow the on -site water quality facilities to be constructed below ground for the above -referenced project. Per City of Federal Way requirements, all Flow Control and Water Quality Facilities must be constructed above- ground, if the site is located outside the boundaries of the City Center. This requirement may be modified, provided the applicant makes a written request to the Public Works Department. It must also be shown that aboveground facilities are impractical, due to specific site constraints. As noted in your request letter, dated May 3, 2005, the topography of the site dictates the facilities would need to be located near the western portion of the site, adjacent to the wetland buffer, coinciding with the back of the site. You also cite the applicant's need for a particular site layout that allows for ease of access into the centers drive- tlurough/check-in area, the City Code -based driveway separation requirements, and the City's Traffic division request to locate the entrance in such a way as too lessen the impact for future traffic queuing on S 340a' Street. Therefore, for the above -stated reason's, the requirement to construct the water quality facilities above -ground for this project are hereby modified to allow the use of underground facilities. This modification is approved for this proposal only. As this project has not yet been approved through the City's Land Use Process, any future proposals on this site that significantly differ from this project would be required to provide above -ground facilities, until such time another waiver is requested and approved. If you have any questions, please call me at (253) 835-2734. Sincerely, Kevin Peterson Engineering Plans Reviewer KP:dI enclosure cc: Todd Hamula, Zaremba Group, LLC, 14600 Detroit Ave Suite 1500, Cleveland, OH 44107 Isaac Conlen, Associate Planner Project File/KP Day File 1.`c d.'doc-`_:_ Progressive Insurance Service Center L Preliminary Technical Information Report & Level 1 Downstream Analysis 5 CONVEYANCE SYSTEM ANALYSIS AND DESIGN The stormwater conveyance system will be sized to convey peak flows generated from the site for the 25-year storm event without overtopping of any structures (per City of Federal Way standards). The proposed conveyance system will consist entirely of underground pipes and catch basins along with vertical curb and gutter systems for areas within the right-of-way. Capacity analysis of the proposed system will be provided in final engineering. 5.1 Drainage Concept Please refer to the Preliminary Grading, Utility, and Channelization Plan included at the end of this section to aid in the following discussion. Onsite System The onsite system will convey all flows generated from the developed portion of the site including flows from South 3401h Street and Pacific Highway South frontage. All onsite flows will be conveyed to a flow-splitter catch basin which will convey water quality flows to the StormFilter vault while bypassing high flows into the downstream outfall system. Offsite Bypass System An offsite bypass system is proposed to convey flows from the existing storm drainage system (beneath Pacific Highway South) around the project and into the South 336ch Regional Detention Facility. The bypass system will be routed along the southern boundary of the site, then north along the western boundary of the site to join with the onsite system. Both systems will outfall to the regional detention facility west of the site. Offsite Flow-S litter An offsite flow-splitter catch basin is proposed within Pacific Highway right-of-way located near the southeast corner of the site's frontage. The offsite flow-splitter will direct runoff generated from the proposed improvements associated with the frontage of the site through 5/10/2005 1 5-1 Job #05-077 r TRIAD L Progressive Insurance Service Center Preliminary Technical Information Report & Level 1 Downstream Analysis the onsite conveyance system while direct the remaining tributary upstream runoff from Pacific Highway into the offsite bypass system. 11 L I. L L L L5/ 10/2005 5-2 Job #05-077 /-PRIAD S 1 Ij. `• d I' II STORM WATER POrvO . t 5ma SvR T:E I: £LE.TTO - 275.6 j (J/12/01) h1 _ 1�l SECTION 20, TOWNSHIP 21 N., RANGE 4E., W.M. SOUM JIOM STREET ra DepPw eAss '&* AmwM r cDAwm YtL gW'M 7r CRIMLD SPKA nW TIIF = rrtt Mtl OMM 411 ONFLO V"AOC !ASLr POGriC 1501 P. IR S. e .9Q Is': Ir O/P. OUT W. .JaSY✓' •� 7A.9"e PACIFIC HIGHWAY Arl• ROB IPA ROIL SOUM ' Ir � - - n ,W vAA1PVG - ., ... . rrArl. G9R+ QASf •A' A�Mta r jr �e r.9 uv r aAss t' As. u r cP.utErr WITAR J•Ix Q/IlYR M1 A9N. O(TRr MST rD SLWAO RASE EtW IP°) COURSE ' E TIT A -A A IFS SOUNISR 99 fARTjrRlALJ rrlu ]- V ! rlAAT 1 % � Iset+rTErrsYr I A S J40M STREEr MAMC (SEE ,wramc ow YIPROwKwr PEM RY TRARSEO I Lij � I i II �: II � II Qy 4 a� II �� � 2 . W N SCALE: 1" = 30' a u x M ALL SrWU DeAWAGE PIPE 1O BE 12- MM KM ® 2005MIAD ASSOCIATE 1.�1t�1J h55 ❑CtAT SS txt 1x 1161A NE Ip,eYlr, wA � 425.621.8448 CHI1R1]Ml a MOA MMM M1w ww.9WNit91W 0 i uh 3 1 J Q 2 Wi�4 4E o OQCN �W Uo W06 �? Q �No �4: ix y�vW,o �2 a � 3 J 4 AL O U �Gu1�1 r&7 skn ma DA1E: si orm aAt,. .n:.x rd1_RA plu3jmwmy It- B A rr` A * e °roar r+�F3 �Vp STAMP NOT VAUD UNLESS SIGNED AND DATED ,OE NO. 05_077 SHEET NO. 1 3DP4 $ Progressive Insurance Service Center Preliminary Technical Information Report & Level 1 Downstream Analysis 6 SPECIAL REPORTS AND STUDIES Special Reports and Studies will be included in the final TIR. L L L L5/10/2005 6-1 /14RIAD Job #05-077 a� Progressive Insurance Service Center Preliminary Technical Information Report & Level 1 Downstream Analysis 7 OTHER PERMITS The project proposes to directly discharge into the South 336th Street Regional Detention Facility located west of the site. A waiver from onsite detention requirements has been approved by the City of Federal Way. 5/10/2005 Job #05-077 /T.R. AD Yam.... � .. , 7-1 Progressive Insurance Service Center Preliminary Technical Information Report & Level 1 Downstream Analysis 8 TEMPORARY EROSION AND SEDIMENT CONTROL The Temporary Erosion and Sediment Control (TESC) Plan will be designed per the 1998 KCSWDM (Appendix D: Erosion and Sediment Control Standards) to meet Core Requirement #5: Erosion and Sediment Control. The plan is intended to prevent the transport of sediment from the site to significant drainage features and adjacent properties. The plan includes recommended Best Management Practices (BMPs) for all seven measures recognized by the KCSWDM: Clearing Limits, Cover Measures, Perimeter Protection, Traffic Area Stabilization, Sediment Retention, Surface Water Controls, and Dust Control. The clearing limits will be clearly flagged. The downhill perimeters of clearing will be protected with filter fabric fencing, and other perimeter protection methods as required. Cleared areas will be stabilized with various cover measures as required (e.g. temporary/permanent seeding and mulching). Stabilized construction entrances will be provided at the construction accesses to the site. Interceptor swales will be installed to collect and route runoff from the disturbed areas to sediment ponds. Dust control measures will be implemented if there is a need onsite (i.e., if there is a particularly dry period during construction). L L, 5/10/2005 8-1 /TRIAD Job #05-077 Progressive Insurance Service Center Preliminary Technical Information Report & Level 1 Downstream Analysis 9 BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT 9.1 Bond Quantities A Site Improvement Bond Quantity Worksheet will be provided at the end of the engineering review process. 9.2 Facility Summaries A Stormwater Facility Summary Sheet will be provided with the final TIR. 9.3 Declaration of Covenant iNot applicable. L L L _ 5/10/2005 9-1 Job #05-077 /-fR]AD Progressive Insurance Service Center Preliminary Technical Information Report & Level 1 Downstream Analysis 10 OPERATIONS AND MAINTENANCE An Operations and Maintenance Manual will be provided with the final TIR. # 5-0 TRIAD 1 -1 Job Job 05-077 RECEIVED The FEB - i Z006 Transpo 4Lit4�H, PQl3UGVYUhKS Group At7 [41111V ISiRAIQN DiulSsON Letter of Transmittal To: SaradyLong _ Date: City of Federal Way From: 33325 8th Ave S Job # : Federal Way, WA 98063-9718 Re: (253) 835-2743 Transmitted By: ❑ Fax ® Courier ❑ Mail ❑ Delivery These are transmitted as checked below ❑ As requested ❑ Approved as submitted Remarks: cc: WSDOT, Felix Palisoc February 6, 2006 Kevin Collins 05108.00 Federal Way Progressive ❑ For your use ❑ For approval ❑ Approved as noted ❑ Returned for corrections ❑ Transmittal Only ❑ Transmittal Only ❑ Transmittal Only ❑ Transmittal Only Signed: if enclosures are not as noted, please notify us at once ® For review & comment 11730 1 18`hAvenue NE Suite 600 Kirkland, WA 98034-7120 425.821 .3665 Fax: 425.825.8434 February 3, 2006 TG: 05108.00 Mr. Sarady Long City of Federal Way 33325 8 h Ave S Federal Way, WA 98063-9718 SUBJECT: FEDERAL WAY PROGRESSIVE SR 99/SOUTH 34Y" STREET (10 AVENUE SOUTH) TRAFFIC SIGNAL AND PAVEMENT MARKING PLANS FOR REVIEW Dear Mr. Long: Attached for review are pavement marking (PM1) and traffic signal plan sheets (TS1 through TS5), as well as supporting documentation, for improvements to the SR99/South 340`h Street intersection associated with the Federal Way Progressive project. The plans have been revised to reflect comments from the Cityof Federal Way red -lines dated August 18, 2005, the WSDOT comment letter dated August 1, 2005, and the joint City, WSDOT, and project team meeting that took place on November 16, 2005. The following are Transpo's responses to red -line comments provided by the City: Channelization Plans • South leg crosswalk has been revised to align with ramps. ■ NB Bus pullout striping on north leg of SR 99 has been removed • Median and tapers for left turn lane on south leg of SR 99 have been revised per WSDOT comment # 11. • General and channelization notes have been revised as requested. -S ignaVl]Iumination Plans • Loops have been renumbered per City of Federal Way standard drawing 3-44. • The outside lane on 16`h Ave S has been changed from a through -right to a right -only and the inside lane has been changed to a through -left such that the through movement on 16`t` Ave S lines up better with the receiving lane on S 340`h St. • "LED" has been added to the pedestrian head and vehicle signal head assignments on the plan. • The illumination design has been revised to include recently installed luminaires on SR 99 (north leg) as part of a project completed by the City. Luminaire pole # 6 is no longer needed to meet light level requirements and has been removed. The wattage for luminaire poles 3 and 5 has been changed to 400W, per City comment. The City requested these poles be mounted at 35 feet; however, City of Federal Way Drawing No. 3-38 specifies a 40 foot mounting height for streets over 66 feet wide. For this reason, and to meet light level requirements, the The Transpo Group Inc. 11730 118th Avenue N.E., Suite 600 Kirkland, WA 98034-7120 425/821-3665 Fax: 425/825-8434 February 3, 2006 Mr. Sarady Long Page 2 The Transpo Group mounting height for luminaires 3 and 5 has been revised to 40 feet. Illumination calculations have been provided for the City's review. • The signal pole on the SW corner has been relocated to accommodate sidewalk improvements. • A column showing conduit fill percentage has been added to the Wiring Schedule. As discussed in November 16" meeting, the Citywill review and approve all plan sheets except for sheet CM. Sheet CHI pertains to the geometric layout of the channelization at the intersection and will be reviewed and approved by the WSDOT. Please review the attached information for compliance with City of Federal Way standards and return any comments to me. If you have any questions regarding this letter or the attached information, please contact me at 425.821.3665. Thank you for your assistance. Sincerely, The Transpo Group, Inc. Kevin R. Collins, P.E. Senior Transportation Engineer KRG Attachments: WSDOT Response Letter WSDOT Comment Letter Traffic Signal Clearance Calculations Light Level Calculations Circuit Layout Line Loss Calculations Red -Line Plan Sheets M-\05\05108 Federal Way Progressive\Wp\atyResponse Letter 020306.doc ATTACHMENT WSDOT Response Letter February 3, 2006 Mr. Felix Palisoc Washington State Department of Transportation (WSDOT) Developer Services 15700 Dayton Avenue North, MS NB82-240 Seattle, WA 98133-9710 SUBJECT: FEDERAL WAY PROGRESSIVE SR 99 MILEPOST 8.65 CHANNELIZATION PLAN FOR REVIEW Dear Mr. Palisoc: TG: 05108.00 Attached for review is channelization plan sheet CH1, as well as vehicle turning templates, for improvements to the SR 99/South 34& Street intersection associated with the Federal Way Progressive project. The channelization plan has been revised to reflect comments from the WSDOT ,comment letter dated August 1, 2005, the City of Federal Way red -lines dated August 19, 2005, and the joint WSDOT, City, and project team meeting that took place on November 16, 2005. The following are Transpo's responses to the WSDOT comment letter: Comment # 1: General Notes: a) SR 99 HHi*=y QY ss ifnticax shmU ke `TJ Pnndpal A rwmZ " bj Pr xi& design speedfor 16" A ze S and S 34& St 0 Prmi&ADT for SR 99 and 06 A w S 4 Prrd&Ams Caod Response: Revised as requested. Comment # 2: Use spans ht u&-n Salim Township, and Rarer Response: Revised as requested. Connrnent # 3 : Inc ase font size for the stad",, and daxrly shave the station ti& rrarks. Response: Station font size and tick marks have been enlarged as requested. Comment # 4: Pwzide cerdarim uith st lkm far S 340" St and le A ze S. Response: The centerline with stations for 16`i' Ave S has been provided bythe Citybased on their recent improvement project at the intersection. Improvements on S 34& reference SR 99 stationing. Comment # 5: Pmrn L- interseaion a l a& ztith interseairg an& and statiw- Re_ sponse: The S 340`h St and SR 99 centerline intersecting angle of 75-degrees has been called out. The SR 99 and 10 Ave S centerline intersection Lies beyond the extent of the project improvements. The Transpo Group Inc. 11730 118th Avenue N.E., Suite 600 Kirkland, WA 98034-7120 425/821-3665 Fax: 425/825-8434 February 3, 2006 Mr. Felix Palisoc Page 2 The Tramp - Group Commen # 6: Predw comn" # 2 (dated C)x 7, 2004), indude plan submittal date to the Title Block, has not been abased as statai The Title Bk& firma should be.... Response: Revised as requested. Comment # 7: Indude City of Federal Way lo�a to the plan Response: The City of Federal Way logo was discussed at our November 16`' meeting and it was decided that because this is a developer project that the logo would not be added to the plan sheets. The City's signature block is shown on plans to be reviewed and approved by the City and likewise for the WSDOT plans. Comment # 8: 7hM is a large lane g�fiet cf the thr rrz7ae nr z ktzwen S 3401 St and 16" A ze S. This does not mt DM requirmrnts and will rquire a &u4tiorx if it marmot be fixed Response: The inside lane on 16 Ave S has been modified from a left -turn onlyto a through left to align with the receiving lane on S 340' St. This was discussed and agreed to at our November 16'h meeting and thus negates the need for a deviation. Comment # 9: For errharxed s;gW operation and safety, and as zaell as design consistency, please amsidera SB far side bras POW instead of the am & rmr-side in -lime stop. R: This option was explored extensivelywith the Gtyand Pierce Transit; however, we were Response: ultimately unable to reach a mutually agreeable conclusion that would meet both the City and Pierce Transit's needs and requirements. Comment # 10: The NWquadrant sidemlk is not Beady delineated There is no rang shoun to crass S 34L A please* Response: A temporary asphalt landing, connecting to the Cit/s recently completed sidewalk section on SR 99, has been shown in the plans to provide pedestrian connectivity to the crossing at S 340`h Street. Comment # 11: Pmide a 15.1 taper (nv irrartrii for the SR 99 NBL Tk= as the amp pnpsal it only 6.-1. The design should he similar to DM Figure 910.10b Houeter, instead of proudirg the 5O'gip tauten die end ofthe 15.1 taper to the hEgi =M of the island the physical p wzmd rslm d c= he striped 5O' from die b4'v ririg the rslartds taper. The islands taper starts as ear + as 12' lane opener rs pn ided Seefigure helowfor details:. , ... Response: The NBLT taper has been revised as requested. Comment # 12: Cezrly showacudT and prrvpcsed f eatrw as the aanv plan does not showdx d ffere m betzeeerx the existing and proposed elerm&. Please use half-torefor ex 6g featuo. W1xre pyqpxed and cxistin orerlap, show onYpzpcsed Response: Revised as requested. Comment # 13: Rapaze to pmuous wnmrt # 16 reads: "The lase nz pr R* &arr VI=txcn that z w7endY con &ucted on SR 99 at dxMert lc a6z an the north kg of the inmvion by a da bmt P?gbI "For letter vivalizadon qf the ix istirrg dap r,&, please p mz& a copy of & d= pknf +' the mmoped pmect Response: The Ct/s recently completed improvements to SR 99 on the north leg of the intersection have added our plan sheets as existing features. February 3, 2006 W Felix Palisoc Page 3 The Transpo Group Comment # 14: Prt d& Bain and End l: j* tall xa uith stations. Response: Begin and end project callouts have been added to the plans as requested. Comment # 15: The razdwxy appraoh at 18+00 RT nods to be designed perstandards. See W�SDOT DM Sec 920 for#adam Response: As discussed at November 16'h meeting, the driveway noted in the comment is existing. This project does not have any proposed improvements at or near this existing driveway and will, therefore, not reconstruct this existing driveway to meet WSDOT standards. Comment # 16: Per latest dezekp r M please reuse the paz nov lettering, "Transit Only„ to `Bus Only„ on plan and Cbarm &ation Notes # 10. Response: Propose pavement markings at the existing bus stop have been removed from the plans as this is an existing bus stop. Comment # 17: Pmzrde dtmmion to the large and mlian on SR 99 ubere the NB left turn taper starts. Response: Dimensions have been provided on the plans for reference. Comment # 18: Prod& begin and end stations and of�ets for all dwmdization tapers and stripes (lanes, shoulders, s0em(ks), per man Plan Cl&list: Response: Begin and end stations and offsets for channeliaation tapers and stripes are shown on the plan. Begin and end stations and offsets for civil elements (ie sidewalk and shoulders) will be shown on the civil plan set. Comment # 19: Prom h a stop line at 16" A w S, should be a 4' n n for the crassuA lire Response: A stop bar has been added as part of the recently completed project on SR 99. The stop bar is now shown as an existing feature on the plan. Comment # 20: The existing R%Wf lire shoxddd be rowzed if is leirg primed to dwV (16+50 - 19+85 L 7). Re- e: Existing right-of-way has been removed where it conflicts with proposed right of -way, as requested. Comment # 21: Please enstm that dX south lc9 awsw& lm up wth the ADA ramps. Response: South leg crosswalk has been revised to align with ramps. Comment # 22: S inrx S 340" St Neill be crsmaodfor w dz to aaess the Storage Faa* will S U while s&&rt for a Design Vehicle We anuion that la7r trades such as WB40 will be wag the faaiit}3 Please d)ak and reuse the design if neassary. Response: As the site is no longer going to be developed as a storage facility, a SU is the appropriate design vehicle for the current proposed usage (insurance claims center). Comment # 23: Callout at stations 17+77.00 and 18+85.5 are wry ar sxv g and irxme t Consider- prM&T only the Begin and End adkv& far the priirated island Detaileri axll & of dx island ran be shown cn doe Detad A. Response: The callouts have been revised for clarity. February 3, 2006 Mr. Felix Palisoc Page 4 The Transno Group Comment # 24: Mow the sWP firefor the NB SR 99 kfi turn loser to the intersection as long as it is not 11',&�'n' o with the L 7' mnerr= from 1 A w S. Respol7SE: The stop bar for the left -turn lane is located such that there is 40ft clearance from the proposed signal mast arm in the SW comer of the intersection. This location of the stop bar will allow for the recently constructed signal pole in the NE corner of the intersection to remain as -is. Comment # 25: Wall sidem& by pwzi&d along the east side cf the SR99 south leg? Response: Sidewalk will not be provided along the east side of the SR 99 south leg as this project is not required to provide improvements along this section of SR 99. Comment # 26: Pwa& ending tztamr for the si bwlk at 5TA 20+25, 90' RT. &sponse: Existing ending treatment for the sidewalk is now shown on the plans. Comment # 27: Unkwun cresshat& amz shozm at 21 +50 L T and unkwunpattem (ante? Bituminous? Plants?) shown along the east side cf le A se S and triable near the bus p Please indaade them in the legend or de& Am ifwp=sary to show Response: The crosshatch areas have been removed from the plans. As discussed in our November 16' meeting, the WSDOT will review and approve the channelization portion of the improvements on SR 99. The pavement marking, traffic signal, and illumination portions of the project will be reviewed and approved by the City of Federal Way. The channelization sheet for WSDOT review and approval, CI9., has been provided In this submittal. The remainder of the sheets will be reviewed by the City of Federal Way and have been provided to the WSDOT for reference only. Please review the attached channelization layout (sheet CH1) for general compliance with WSDOT standards and return any comments to me. If you have any questions regarding this letter or the attached information, please contact me at 425.821.3665. Thank you for your assistance. Sincerely, The Transpo Group, Inc. / `�_7 Kevin K Collins, P.E. Senior Transportation Engineer KRU Attachments: WSDOT Comment Letter WSDOT Channelization Plan Checklist City of Federal Way Response Letter Vehicle Turning Templates M-\05\05108 Federal Way Progressive\Wp\W5DCTRrsponse Letter 0203 06.doc ATTACHMENT WSDOT Comment Letter Washington State Department of Transportation Douglas B. MacDonald Secretary of Transportation RECEIVED August 1, 2005 1"l;(Ali48r k GR0'0P Kevin Collins The Transpo Group 11730 118c' Avenue NE, Suite 600 Kirkland, WA 98034-7120 Subject: SR 99 MP 8.65 JA 5517 Federal Way Progressive Storage Facility Channelization Plan Review Comments #2 Dear Mr. Collins: Northwest Region 15700 Dayton Avenue North P.O. Box 330310 Seattle, WA 98133-9710 206-440-4000 TTY: 1-800-833-6388 www.wsdot.wa.gov The Washington State Department of Transportation (WSDOT) has reviewed the channelization plan for this project, which was submitted on June 17, 2005 and we offer the following comments: Traffic: 1. General Notes: a) SR 99 Highway Classification should be "Urban -Principal Arterial". b) Provide design speed for 16`h Ave S and S 340"' St. c) Provide ADT for SR 99 and 16`h Ave S d) Provide Access Control 2. Use spaces between Section, Township, and Range. 3. Increase the font size for the stations, and clearly show the station tick marks. 4. Provide centerlines with stations for S 340th St and 16`h Ave S. 5. Provide intersection callouts with intersecting angles and stations. 6. Previous comment #2 (dated Oct 7, 2004), include plan submittal date to the Title Block, has not been address as stated. The Title Block format should be: SR99-: . MP 8,65 _ -SR 99 FEDERAL WAY PROGRESSIVE S 340TH ST INTERSECTION KING COUNTY MON YEAR CHANNELIZATION PLAN August 1, 2005 SR 99 (Federal Way Progressive Storage Facility) Page 2 of 3 7. Include City of Federal Way logo to the plan. 8. There is a large lane offset of the through movements between S 340th St and 16th Ave S. This does not meet DM requirements and will require a deviation if it cannot be fixed. 9. For enhanced signal operation and safety, and as well as design consistency, please consider a SB far side bus pullout instead of the current near side in -line stop. 10. The NW quadrant sidewalk is not clearly delineated. There is no ramp shown to cross S 340"' St. Please fix. 11. Provide a 15:1 taper (minimum) for the SR 99 NBLT lane as the current proposal is only 6:1. The design should be similar to DM Figure 910-10b. However, instead of providing the 50' gap between the end of the 15:1 taper to the beginning of the island, the physical painted island can be striped. 50' from the beginning of the island's taper. The island's taper starts as early as 12' lane opening is provided. See figure below for details: 12. Clearly show existing and the proposed features as the current plan does not show the differences between the existing and proposed elements. Please use half -tone for existing features. Where proposed and existing overlap; show only proposed. 13. Response to previous comment #16 reads: "The base maps reflect channelization that is currently constructed on SR 99 at the project location on the north leg of the intersection by a different project." For better visualization of the existing elements, please provide a copy of the chan plan for the mentioned project. 14. Provide Begin and End Project callouts with stations. 15. The roadway approach at 18+00 RT needs to be designed per standards. See WSDOT DM Sec. 920 for guidance. 16. Per latest development, please revise the pavement lettering "TRANSIT ONLY" to "BUS ONLY" on plan and Channelization Notes #10. 17. Provide dimension to the lane and median on SR 99 where the NB left turn taper starts. 18. Provide begin and end stations and offsets for all channelization tapers and stripes (lanes, shoulders, sidewalks...), per Chan Plan Checklist. C:1Fellx_DevSeMFederal WayASlorage_ProgresslvelToTranspoGroup_ChanCommenls2.doc August 1, 2005 SR 99 (Federal Way Progressive Storage Facility) Page 3 of 3 19. Provide a stop line at 161h Ave S; should be 4' min from the crosswalk line. 20. Change line style for the proposed R/W lines. The existing R/W line should be removed if it is being proposed to change (16+50 — 19+85 LT). 21. Please ensure that the south leg crosswalk lines up with the ADA ramps. 22. Since S 340th St will be constructed for vehicles to access the Storage Facility, will SU vehicle sufficient for a Design Vehicle. We envision that larger trucks such as WB40 will be using the facility. Please check and revise the design if necessary. 23. Callout at stations 17+77.00 and 18+85.5 are very confusing and incorrect. Consider providing only the Begin and End callouts for the painted island. Detailed callouts of the island can be shown on the Detail A. 24. Move the stop line for the NB SR99 left turn closer to the intersection as long as it is not interfering with the LT movement from 16th Ave S. 25. Will sidewalk be provided along the east side of the SR99 south leg? 26. Provide ending treatment for the sidewalk at — STA 20+25, 90' RT. 27. Unknown crosshatch area shown at 21+50 LT and unknown patterns (aggregate? bituminous? plants?) shown along the east side of 16tb Ave S and triangle near the bus pullout. Please include them in the legend or delete them if unnecessary to show. Signing: For future reference when the new MUTCD is adopted, the text height for overhead signs will be 12". For inquiries to above comments, please call Rick Roberts at 206-440-4352 or Binh Nguyen at 206-440-4362. If you have any questions, or require additional information, please contact Felix Palisoc of our Developer Services section at 206-440-4713, or via e-mail at paiisof rr,wsdot.wa.gov. S' rely, 193-1 i Ramin Pazooki SnoKing Area Planning and Operations Manager RP:fsp cc: Day & Project Files R. Roberts / D. Sims, MS 120 C:\Fellx_DevServ\Federal W ay\Storage_Progressive\ToTranspoGroup_ChanCommenls2.doe ATTACHMENT Traffic Signal Clearance Calculations PROJECTNO: DATE: TIME: BY:.J(s SUBJECT: rA. i The Transpo Gwp Asso 1(4,s ryA I i-k t C(em--ewu. 4v lot, 90.1 62 X64, o s- A 40- 4-a 3- PROJECT NO: DATE: SUBJECT: .1 7 7 7C TIME: BY: The T�o -- ATTACHMENT Light Level Calculations The Tiranspo Group Federal Way Progressive 05108.00 By: JLB 2/2/06 Required Light Levels - SR 99 Intersection and Main Line Average: 1.5fc Uniformity: 3:1 S 340th St Average: 0.6fc Uniformity: 4:1 1 AGI32 - copyright 1999-2004 by Lighting Analysts, Inc. Job File: AGI.A32 2/2/2006 Transpom Group Luminaire Definition (s) 310W, 10'arm, 30' MH 310W, 10'arm, 30' MH Filename = GE1006.IES Lumens per Lamp = 37000 Number of Lamps = 1 Lamp Lumen Depreciation (LLD) = 0.62 Lamp Dirt Depreciation (LDD) = 1 Ballast Factor (BF) = 1 Total Light Loss Factor (LLDxLDDxBF) = 0.620 Luminaire Watts = 310 Total Watts = 400 Luminaire Effective Projected Area = 0 Sq.Ft. Total Effective Projected Area = 0 Sq.Ft. Normal Mode Symbol = CIRCLE DOWN Normal Mode Symbol Scaling = (X= .75 Y= .75 Z= .75) Render Mode Symbol = CIRCLE DOWN Render Mode Symbol Scaling = (X= .75 Y= .75 Z= 1) Housing Color = (R= 51 G= 51 B= 51) Luminous Color = (R= 255 G= 255 B= 255) Arrangement = SINGLE Arm Length = 11.5 Offset = 0 Pole Mounted 150W, 14'arm, 30' MH 150W, 14'arm, 30' MH Filename = GE1006.IES Lumens per Lamp = 16000 Number of Lamps = 1 Lamp Lumen Depreciation (LLD) = 0.62 Lamp Dirt Depreciation (LDD) = 1 Ballast Factor (BF) = 1 Total Light Loss Factor (LLDxLDDxBF) = 0.620 Luminaire Watts = 150 Total Watts = 310 Luminaire Effective Projected Area = 0 Sq.Ft. Total Effective Projected Area = 0 Sq.Ft. Normal Mode Symbol = CIRCLE DOWN Normal Mode Symbol Scaling = (X= .75 Y= .75 Z= .75) Render Mode Symbol = CIRCLE DOWN Render Mode Symbol Scaling = (X= .75 Y= .75 Z= 1) Housing Color = (R= 51 G= 51 B= 51) Luminous Color = (R= 255 G= 255 B= 255) Arrangement = SINGLE Arm Length = 15.5 Offset = 0 Pole Mounted 2 AG132 - copyright 1999-2004 by Lighting Analysts, Inc. Job File: AGI.A32 2/2/2006 The Iranspq Group Luminaire Definition (s) 310W, 16'arm, 40' MH 310W, 16'arm, 40' MH Filename = Lumens per Lamp = Number of Lamps = Lamp Lumen Depreciation (LLD) _ Lamp Dirt Depreciation (LDD) _ Ballast Factor (BF) _ Total Light Loss Factor (LLDxLDDxBF) = Luminaire Watts = Total Watts = Luminaire Effective Projected Area = Total Effective Projected Area = Normal Mode Symbol = Normal Mode Symbol Scaling = Render Mode Symbol = Render Mode Symbol Scaling = Housing Color = Luminous Color = Arrangement = Arm Length = Offset = Pole Mounted 400W, 16'arm, 40' MH 400W, 16'arm, 40' MH Filename = Lumens per Lamp = Number of Lamps = Lamp Lumen Depreciation (LLD) _ Lamp Dirt Depreciation (LDD) _ Ballast Factor (BF) _ Total Light Loss Factor (LLDxLDDxBF) Luminaire Watts = Total Watts = Luminaire Effective Projected Area = Total Effective Projected Area = Normal Mode Symbol = Normal Mode Symbol Scaling = Render Mode Symbol = Render Mode Symbol Scaling = Housing Color = Luminous Color = Arrangement = Arm Length = Offset = Pole Mounted AGI32 - copyright 1999-2004 by Lighting Analysts, Inc. Job File: AGI.A32 2/2/2006 - Cont. GE1006.IES 37000 1 0.62 1 1 0.620 310 150 0 Sq.Ft. 0 Sq.Ft. CIRCLE DOWN (X= .75 Y= .75 Z= .75) CIRCLE DOWN (X= .75 Y= .75 Z= 1) (R= 51 G= 51 B= 51) (R= 255 G= 255 B= 255) SINGLE 17.5 0 GE1006.IES 37000 1 0.62 1 1 0.620 400 400 0 Sq.Ft. 0 Sq.Ft. CIRCLE DOWN (X= .75 Y= .75 Z= .75) CIRCLE DOWN (X= .75 Y= .75 Z= 1) (R= 51 G= 51 B= 51) (R= 255 G= 255 B= 255) SINGLE 17.5 0 3 The Tiranspq Group Luminaire Definition(s) - Cont. 400W, 14'arm, 40' MH 400W, 14'arm, 40' MH Filename = GE1006.IES Lumens per Lamp = 37000 Number of Lamps = 1 Lamp Lumen Depreciation (LLD) = 0.62 Lamp Dirt Depreciation (LDD) = 1 Ballast Factor (BF) = 1 Total Light Loss Factor (LLDxLDDxBF) = 0.620 Luminaire Watts = 400 Total Watts = 150 Luminaire Effective Projected Area = 0 Sq.Ft. Total Effective Projected Area = 0 Sq.Ft. Normal Mode Symbol = CIRCLE DOWN Normal Mode Symbol Scaling = (X= .75 Y= :75 Z= .75) Render Mode Symbol = CIRCLE DOWN Render Mode Symbol Scaling = (X= .75 Y= .75 Z= 1) Housing Color = (R= 51 G= 51 B= 51) Luminous Color = (R= 255 G= 255 B= 255) Arrangement = SINGLE Arm Length = 15.5 Offset = 0 Pole Mounted 400W, 18'arm, 40, MH 400W, 18'arm, 40' MH Filename = GE1006.IES Lumens per Lamp = 37000 Number of Lamps = 1 Lamp Lumen Depreciation (LLD) = 0.62 Lamp Dirt Depreciation (LDD) = 1 Ballast Factor (BF) = 1 Total Light Loss Factor (LLDxLDDxBF) = 0.620 Luminaire Watts = 400 Total Watts = 400 Luminaire Effective Projected Area = 0 Sq.Ft. Total Effective Projected Area = 0 Sq.Ft. Normal Mode Symbol = CIRCLE DOWN Normal Mode Symbol Scaling = (X= .75 Y= .75 Z= .75) Render Mode Symbol = CIRCLE DOWN Render Mode Symbol Scaling = (X= .75 Y= .75 Z= 1) Housing Color = (R= 51 G= 51 B= 51) Luminous Color = (R= 255 G= 255 B= 255) Arrangement = SINGLE Arm Length = 19.5 Offset = 0 Pole Mounted AGI32 - copyright 1999-2004 by Lighting Analysts, Inc. Job File: AGI.A32 2/2/2006 The Tiranspq Group Luminaire Location (s) Luminaire Locations Project Name : Project_1 Coordinates in Feet Seq. Aiming Point No. Label X Y Z Orient Tilt Roll Spin X Y Y, Status 1 400W, 18'arm, 40' MR01143.0999826.4110 250.2 0 0 0 1601143.0299826.4140 On 2 310W, 16'arm, 40' ME01132.9439838.7890 162.736 0 0 0 1601132.9439838.7800 On 3 400W, 16'arm, 40' 61H01052.3449934.8840 344.562 0 0 0 1601052.3999934.8840 On 4 150W, 14'arm, 30' MH00917.4139779.3840 88.679 0 0 0 1600917.4439779.3840 On 5 150W, 14'arm, 30' MR00762.4949782.9990 88.679 0 0 0 1600762.4949782.9930 On 6 400W, 18'arm, 40' 6IH00936.3649625.9940 337.92 0 0 0 1600936.3439625,9940 On 7 310W, 10'arm, 30' MH01034.5449585.8200 158.75 0 0 0 1601034.5449585.8290 On 8 400W, 14'arm, 40' ME01098.8299693.8140 70.115 0 0 0 1601098.8299693.8140 On 9 400W, 18'arm, 40' M900975.6959753.4690 340.46 0 0 0 1600975.6499753.4680 On Summary By Label Project Name : Project_l Label On Off Total 310W, 10'arm, 30' MH 0 1 310W, 12'arm, 30' EH 0 0 150W, 14'arm, 30' RH ❑ 2 310W, 16'arm, 40' MH 0 1 310W, 16'arm, 35' ffii 0 0 150W, 18'arm, 30' RH 0 0 250W, 12'arm, 30' MH 0 0 250W, 10'arm, 30' RH 0 0 250W, 18'arm, 30' RH 0 0 400W, 18'arm, 35' RH 0 0 400W, 161arm, 40' ffiH 0 1 150W, 16'arm, 30' MH 0 0 400W, 14'arm, 40' MH 0 1 400W, 18'arm, 40' MH 0 3 5 AGI32 - copyright 1999-2004 by Lighting Analysts, Inc, Job File: AGI.A32 2/2/2006 The Ttanspo Group Numeric Summary S 340th St Frontage Project: Project_1 Polygon Coordinates in Feet Point Spacing L-R = 5 Point Spacing T-B = 5 Grid Orient = 0 Grid Tilt = 0 Meter Type = Horizontal Illuminance Values (Fc) Average = 0,88 Maximum = 1.8 Minimum = 0.3 Avg/Min = 2.93 Intersection SR 99 & 340th Intersection Project: Project_1 Polygon Coordinates in Feet Point Spacing L-R = 5 Point Spacing T-B = 5 Grid Orient = 0 Grid Tilt = 0 Meter Type = Horizontal Illuminance Values (Fc) Average = 1.63 Maximum = 3.4 Minimum = 0.6 Avg/Min = 2.72 SR 99 Frontage Project: Project_1 Polygon Coordinates in Feet Point Spacing L-R = 5 Point Spacing T-B = 5 Grid Orient = 0 Grid Tilt = 0 Meter Type = Horizontal AGI32 - copyright 1999-2004 by Lighting Analysts, Inc. Job File: AGI.A32 2/2/2006 The Tiranspq Group Numeric Summary - Cont. Illuminance Values (Fc) Average = 1.59 Maximum = 4.0 Minimum = 0.6 Avg/Min = 2.65 7 AGI32 - copyright 1999-2004 by Lighting Analysts, Inc. Job File: AGI.A32 2/2/2006 I � E- RH OE '%x .01 'bCOlE. Alt WV - %- :•- ".v. � ,v. 99*Z = OTIVU UTW/BAlf OT—HW -W .81 'MOOP 9' 0 unuTUTH Z: unuT 0*fw 65'T = 95V7aA5[ v 9BL"WO-79 66 US ""to tt'%' •ILI .A,A.A. I t'N%-;%--vlj'. T, 0 O.L OL si:t v 'WLW-il 1, V- V- HW OV N 0 t" AtVAIV V ...... ILI V, to' %9'V v, -.a - v Qtt.4' x-tr �vw No- to �L- V: -tt., v -V t %v�m T. •;avv-'L-wtsv ....... I.•kvt 01- 114 'Ot, 'WaL.91 'MOT -tv IF, tu-ts-tv I.., Lr "L, - t, tI -t z. I., %I- I,, L6 tr .r Hi: , 0 T, • v v ....... %N, • A—L—u-mragv v v v. .—•HN-Aot cLt DIT 'MOST 1L. to 1 1, t, UAI*%,.rgr T—L 1 1 1 v, v, ....... c. v IT cm!: F'II -Q- wv ta v:v-v I -www% ...... t. -to v %-v is cts, A.A.A. 1. VV. V.V. ".—.6 cL`% ZL Z OTIVId uTH/f)AV vV vt. 'L 9,0 = wnwTuTw --t—.av v %vv IL-wo. t,E = wnwTxeW • • L• VV to ILC 0 V V V IL E9 T = O-VaanV ...... yy %vt. UOTjDqsjaquj o. to %.•%, % 0 t=HN HN t 'ULaV,9T 'MOOD, E6'Z = OT4VId UTW/BAV E ' 0 = mnuiTuTW S -I = tuniupcew Se'O = aftaOAV aBv4uO3a qS qlOVE S fJr OE=HW R.W VT 'MOST ATTACHMENT Circuit Layout WOO w 798+oGr,.-I low ar I 0 - - - - - - - - - - - - - I UUM X SkGN AL- I- 0 Ovv-� 114 OY" L �Vm 3, �16 A I to ayyLuM�3S- 4 4 ( ay-I'VI i as it � � --------- - ----- 800+00 111,11 11111111111111 LII 1. -i -IHI-� 4 ; --,�'} Qa' � �5 r - y.� __ --- i . Kl-� i.409KI 140 S(CIWN-L 5-- LUM C,((T- A ATTACHMENT LINE Loss Calculations Line Loss Calculations for CALCULATED VOLTAGE DROP 1.0 F 6 C DOCTOR # s CALCULATED VOLTAGE DROP 1.5 FOR UCTOR -!!�-- txGe- CALCULATED VOLTAGE DROP 2.4 FOR#10 CONDUCTOR ALLOWABLE VOLTAGE DROP 12 DEFAULT VALUES WATTS I VOLTS Luminarie Wattage 400 Service Voltage 240 Allowable Voltage Drop 5% 21212006 Line Loss Calculations for FPrieral Wav Proaressive (SR 991S 340th St) - Circuit B ILLUMINATION VOLTAGE DROP CALCULATIONS Luminaire Number Load Distance Amp -Ft Total LUM 1 0.75 199 150 150 LUM 2 (home run) 1.5 200 30Q 450 Total Amp -Feet 450 CALCULATED VOLTAGE DROP 0.4 FOR #6 CO R CALCULATED VOLTAGE DROP 0.E CONDUCTOR e� CALCULATED VOLTAGE DROP 1.0 FOR #10 CONDUCTOR ALLOWABLE VOLTAGE DROP 12 DEFAULT VALUES WATTS I VOLTS I % Luminarie Wattage 150 Service Voltage 240 Allowable Voltage Drop 5% 21212006 SR 99 / S 3401h St Intersection M.P. 8.65 Traffic Signal, Illumination, and Electrical Systems 6 7 Special Provisions g CITY OF FEDERAL WAY Federal Way Progressive SR 99/S 340" St February 22, 2006 Special Provisions -1 ADOPTION OF STANDARD PLANS AND STANDARD SPECIFICATIONS 2 GENERALf �- ZOLS4 3 The _ 004 tandard Specifications for Road, Bridge, and Municipal Construction and the 2 9- Standard 4 Plan. Road Bridge, and Municipal Construction, both prepared by the Washington State Department 5 of Transportation and the Washington State Chapter of the American Public Works Association and all 6 amendments and revisions thereto, including the APWA Supplement, shall be hereinafter referred to as 7 the "Standard Specifications" and "Standard Plans," respectively, and said Standard Specifications and 8 Standard Plans together with the laws of the State of Washington and the ordinances of the City of 9 Federal Way, so far as applicable, are hereby included in this document as though quoted in their entirety 10 and shall apply as supplemented by these Contract Documents. 11 A copy of these Standard Specifications and Standard Plans are on file in the Public Works Department, 12 City of Federal Way, Washington, where they may be examined and copied by any interested party. 13 The following Special Provisions supplement the 2004 Standard Specifications for Road, Bridge, and 14 Municipal Construction, and the amendments to the Standard Specifications and are made a part of this 15 Contract. 16 Where the following Special Provisions conflict with the Standard Specifications or Standard Plans, the 17 Special Provisions shall govern. 18 19 20 INTRODUCTION 21 The following Special Provisions shall be used in conjunction with the 2004 Standard Specifications for 22 Road, Bridge and Municipal Construction (English), together with the APWA Division 1 Supplement 23 (Division 1-99) as issued by the Washington State Department of Transportation and American Public 24 Works Association, Washington State Chapter, herein referred to as the "Standard Specifications". 25 The Standard Specifications, except as they may be modified or superseded by these Special Provisions, 26 shall govern all phases of work under this contract, and they are by reference an integral part of these 27 specifications as contract as if herein fully set forth. In the cases of conflict, the APWA Division 1 28 Supplement (Division 1-99) shall govern over the WSDOT/APWA Division 1. 29 Also incorporated into these special provisions by reference are: 30 Manual on Uniform Traffic Control Devices for Streets and Highways as adopted by the 31 Washington State Department of Transportation. 32 Standard Plans for Road, Bridge and Municipal Construction 2003, as prepared by the Washington 33 State Department of Transportation and the American Public Works Association, current edition. 34 These publications are incorporated in this contract by this reference as if set forth herein in full. The 35 Contractors attention is called to the fact that said publications contain general conditions to this contract 36 as well as construction details. The responsibility of supplying themselves with those publications shall 37 rest with the Contractor. Federal Way Progressive SR 99/S 340ih St February 22, 2006 Special Provisions - 2 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, ELECTRICAL SR 99/S 340" St - Traffic Signal/Illumination System, Complete 8-20.1 Description 4 Work includes furnishing and installing all materials necessary to provide a fully functional traffic signal 5 and illumination system at the intersection of SR 99 and S 340�' St, as shown on the Plans. Work 6 includes and is not limited to the installation of foundations, signal poles, luminaire poles, signal heads, 7 pedestrian equipment, pre-emption equipment, wiring, conduits, trenches, trench restoration, junction 8 boxes, photocells, and meter bases to provide a complete and functional traffic signal and illumination 9 system. 10 8-20.1(1) Regulations and Code 11 The first sentence of the first paragraph is deleted and replaced with the following: 12 All electrical equipment shall conform to the standards of the National Electrical Manufacturers 13 Association (NEMA), FHWA IP-78-16, the Radio Manufacturers Association, the American Society 14 for Testing and Materials (ASTM), the American Association of State Highway and Transportation 15 Officials (AASHTO), the American National Standards Institute (ANSI), the National Electrical 16 Safety Code (NESC), the International Municipal Signal Association (IMSA), whichever is 17 applicable, and to other codes listed herein. 18 This section is supplemented with the following: 19 Where applicable, materials shall conform to the latest requirements of the Washington State 20 Department of Labor and Industries and Puget Sound Energy. 21 8-20.1(2) Industry Codes and Standards 22 The following is added at the end of the first paragraph of this section: 23 International Municipal Signal Association (IMSA), Post Office Box 53911115 North Main Street, 24 Newark, NJ 14513. 25 National Electrical Safety Code (NESC), Secretary NESC, NESC Committee, IEEE Post Office Box 26 1331445 Hoes Lane, Piscataway, NJ 08855-1331. 27 8-20.2 Materials 28 Section 8-20.2 is supplemented with the following: 29 Control density fill shall meet the requirements of Washington Aggregates and Concrete Association. 30 Requirements for signal equipment and illumination system and materials are contained in 31 Section 9-29 of the Standard Specifications and Section 9-29 of these Specifications. 32 8-20.3(2) Excavating and Backfilling 33 Section 8-20.3(2) is supplemented with the following: Federal Way Progressive SR 99/S 340" St February 22, 2006 Special Provisions - 3 I The Contractor shall supply all trenching necessary for the complete and proper installation of the 2 traffic signal and illumination systems. Trenching shall conform to the following: 1. In paved areas, edges of the trench shall be saw cut the full depth of the pavement and saw cuts shall be parallel. All trenches for placement of conduit shall be straight and as narrow in width as practical to provide a minimum of pavement disturbance. The recommended trench width is the conduit diameter plus 2 inches. The existing pavement shall be removed in an approved manner. The trench bottom shall be graded to provide a uniform grade. 8 2. Trenches located under existing traveled ways shall provide a minimum of 24 inches cover over 9 conduits and shall be backfilled with 21 inches of controlled density fill, vibrated in place, 10 followed by either 3 inches minimum of HMA Cl 1/2" PG 58 -22 , or a surface matching the 11 existing pavement section, whichever is greatest. The asphalt concrete surface cuts shall be given 12 a tack coat of asphalt emulsion (CSS-1) or approved equal immediately before resurfacing, 13 applied to the entire edge and full depth of the pavement cut. Immediately after compacting the 14 new asphalt surface to conform to the adjacent paved surface, all joints between new and original 15 pavement shall be filled with joint sealant meeting the requirements of Section 9-04.2. 16 3. Trenches located under sidewalks and driveways shall provide a minimum of 24 inches cover 17 over conduits. Such trenches shall be backfilled with bedding material 2 inches above and below 18 the conduit, with the remaining depth of trench backfilled with crushed surfacing top course 19 unless the Engineer determines that spoils from the trench excavation are suitable for backfill. 20 Sidewalks and driveways shall be removed and replaced as specified elsewhere. 21 4. Trenches within the right-of-way and not located under the traveled way, sidewalks, or driveways 22 shall provide a minimum of 18-inch cover over the conduits. Such trenches shall be backfilled 23 with bedding material to 2 inches above and below the conduit with the remaining depth of trench 24 backfilled with native material from the excavation. Trenches shall be restored with topsoil, 25 mulch, and/or sod to match the material removed. 26 5. When trenches are not to be placed under sidewalks or driveways, the backfill shall match the 27 elevation of the surrounding ground, including a matching depth of topsoil, mulch and/or sod if 28 necessary to restore the trench area to its prior condition. 29 Backfill shall be carefully placed so that the backfilling operation will not disturb the conduit in 30 any way. The backfill shall be thoroughly mechanically tamped in 8-inch layers with each layer 31 compacted to 95 percent of maximum density in traveled ways, and 90 percent of maximum 32 density elsewhere at optimum soil moisture content. 33 All trenches shall be properly signed and/or barricaded to prevent injury to the public. All traffic 34 control devices to be installed or maintained by the Contractor shall be in accordance with Part VI 35 of the "Manual on Uniform Traffic Control Devices for Streets and Highways", latest edition, and 36 as specified elsewhere in these Specifications. 37 8-20.3(4) A Controller Foundations (New Section) 38 Pole foundations within the sidewalk area shall be constructed in a single pour to the bottom of the 39 cement concrete sidewalk. The sidewalk shall be constructed in a separate pour. 40 Pole foundations not within the sidewalk area shall incorporate a 3-foot by 3-foot by 4-inch-thick cement 41 concrete pad set flush with the adjacent ground. Where the pad abuts a sidewalk, the pad shall extend to Federal Way Progressive SR 99/S 340" St February 22, 2006 Special Provisions - 4 I the sidewalk and the top of the pad shall be flush with the sidewalk. A construction joint shall be 2 provided between the two units. 3 8-20.3(5) Conduit 4 Section 8-20.3(5) is supplemented with the following: 5 All conduit for signal cable raceways shall be rigid galvanized steel or Schedule 80 polyvinyl chloride 6 (PVC). Rigid steel or Schedule 80 PVC conduit shall be used for all road crossings whether they are 7 signal, detector, or illumination cable. Schedule 40 PVC conduit may be used for detector lead-ins or 8 illumination when not under the roadway. Whenever PVC conduit is used a ground wire shall be 9 provided. 10 All conduit trenches shall be straight and as narrow in width as is practical to provide a minimum of 11 pavement disturbance. 12 When conduit risers are installed, they shall be attached to the pole every 4 feet and shall be equipped 13 with weather heads. 14 8-20.3(6) Junction Boxes 15 Section 8-20.3(6) is supplemented with the following: 16 Junction boxes Type 1, 2, and 3 sham meet the requirements of WSDOT Standard Plan J-lla. 17 Junction boxes used exclusively for signals shall be inscribed with the message "TS" and those used 18 jointly for signals and lighting shall be inscribed with "TS" and "LT," as described on WSDOT 19 Standard Plan J-1 la. Junction box lids and frames shall be galvanized after the appropriate 20 inscription has been applied. Junction box lids and frames shall be grounded per Section 8-20.3(9). 21 Junction boxes shall be installed at the approximate locations indicated on the Plans. Field 22 adjustments may be made at the time of construction by the Engineer to better fit existing field 23 conditions. 24 No junction box shall be located within the traveled way, pedestrian ramps, or driveway areas. If a 25 junction box is located within a gravel shoulder, an asphalt pad shall be installed surrounding the 26 junction box. 27 8-20.3(8) Wiring 28 The following is inserted between the 3rd and 4d' paragraph of this section: 29 Loop wires will be spliced to lead in wires at the junction box with an approved mastik tape, 30 3-M 06147 or equal, or heatshrink splice a minimum length of 5 inches, leaving 3 feet of loose wire. 31 Connectors will be copper and sized for the wire. Mastik splice material will be centered on the wire 32 and folded up around both sides and joined at the top. Splice will then be worked from the center 33 outward to the ends. The ends will be visible and fully sealed around the wire. The end of the lead-in 34 cables shall have the sheathing removed 8 inches and shall be dressed external to the splice. 35 The 6"' paragraph of this section is deleted and replaced with the following: Federal Way Progressive SR 99/S 340`h St February 22, 2006 Special Provisions - 5 I Fused quick disconnect kits shall be of the SEC type or equivalent. Underground illumination splices 2 shall be epoxy or underground service buss/lighting connector kits. Installation shall conform to 3 details in the Standard Plans. 4 The 14`I' paragraph, items 1-4, of this section are deleted and replaced with the following: 5 (IMSA Standards) 501 +Input 508 AC+Detectors 502 AC- 509 AC+12 Volts 503 AC+Lights 510 Remote -Flash 504 AC+Lights 511 Remote -All Red 505 AC+Lights 512-520 Special 506 AC+Control 551-562 Interconnect 507 AC+Crosswalk 593-598 Rail Road Preemption Federal Way Progressive SR 99/S 340" St February 22, 2006 Special Provisions - 6 Overlap Phases 1 2 3 4 5 6 7 8 A B Emergency Orange (B+) 581 584 587 590 Vehicle Yellow (Call) 582 585 588 591 Preemption Blue (BB) 583 586 589 592 Vehicle Red 611 621 63) 1 641 651 661 671 681 691 601 Heads Orange 612 -- -- 622 -- ---------- -- - 632T 642 652 662 672 682 692 602 - Green - 613 623 633 643 653 663 673 683 693 603 Black 614 624 634 644 654 664 674 . . .. . ........ 684 694 - 604 - - ----------- - . White . ......... I.I..-,.-,-------,.-.--.-.....-..-.---.-'I 616 626 636 646 656 666 676 686 696 606 (Common) . ........ -1-1...- ........... Pedestrian ...... . .. . . Red (Hand) . ............................ 711 721 731 741 751 761 771 781 791 701 .............................. Heads and Green (Man) 712 722 732 742 752 ...... 762 772 782 792 702 PPB . ....... . ........... White (Common --.- 716 . ............ 726 736 746 . 756 766 776 786 796 706 for Lights) . ..................... .. ... . . .... .. Orange ....... ... 714 . . 724 734 744 754 764 774 784 794 704 (Pushbutton) Black (Common 715 725 735 745 755 764 775 785 795 705 for Pushbutton) . ......... - - ------------- Vehicle Loop 1 811 821 831 841 851 861 871 881 891 801 Detectors Loop 1 812 822 8332 842 852 862 872 882 892 802 Loop 2 8131 823 833 843 853 863 873 8831 89.3 803 -------------------- Loop 2 814 824 . ...... 834 ..................... 844 . . - - 854 - ----------------------- 864 874 - - 884 894 804 . ... . ..................... Loop 3) --­­­--,-­--­, 815 825 835 845 855 865 875 885 ............ 895 805 ........ ... Loop3 816 826 836 846 856 866 876 886 .— 896 806 Loop 4 817 827 837 847 857 Y 867 877 887 897 807 Loop 4 818 828 8318 848 .. 858 ............ - 868 -------- 878 888 898 808 Federal Way Progressive SR 99/S 340" St February 22, 2006 Special Provisions - 7 Vehicle Loop 1 911 921 931 941 951 961 971 981 991 901 Detectors/ Loop 1 912 922 932 942 952 962 972 982 992 902 Count Loops Loop 2 913 923 933 943 953 963 973 983 993 903 Loop 2 914 924 9314 944 954 964 974 984 994 904 . . .. . ............ Loop 3 915 925 935 945 955 965 975 985 995 905 Loop 3916 926 936 946 956 966 976 986 W 996 906 Loop 4 917 927 937 947 957 967 977 987 997 907 Loop 4 918 928 938 948 958 968 978 988 998 908 2 The following is added at the end of this section: I Circuit conductors shall be standard copper wire in all conduit runs with size specified on the Plans. 4 Conductors from lurninaire bases to the luminaire fixture shall be minimum No. 14 AWG pole and 5 bracket cable. 6 Cable entering cabinets shall be neatly bundled and wrapped. Each wire shall bear the circuit number 7 and be thoroughly tested before being connected to the appropriate terminal. 8 8-20.3(9), Bonding, Grounding 9 Section 8-20.3 )(9) is supplemented with the following: 10 All conduits, which are not galvanized steel, shall have bonding wires between junction boxes. 11 At points where wiring shields of shielded conductors are grounded, the shields shall be neatly wired 12 and terminated on suitable grounding lugs. 13 Junction box lids and frames shall be grounded in accordance with Department of Labor and 14 Industries standards. 15 8-20.3(10) Service 16 Section 8-20.3(10) is supplemented with the following: 17 The Contractor shall apply, and make arrangements, for a modification to an existing electrical 18 service connection with Puget Sound Energy. 19 8-20.3(11) Field Test 20 The last two paragraphs of this section are deleted and replaced with the following: 21 The signal shall be put into operation by King County personnel. The Contractor shall be present 22 during the turn -on with adequate equipment to repair any deficiencies in operation. 23 The Contractor shall notify King County five working days in advance of any signal turn -on. Turn- 24 on shall not be allowed on Fridays, weekends, holidays, or the day preceding a holiday. Federal Way Progressive SR 99/S 340" St February 22, 2006 Special Provisions - 8 I 8-20.3(14)B Signal Heads 2 Section 8-20.3(14)B is supplemented with the following: 3 Alignment of vehicular and pedestrian signal heads shall be approved by the Engineer prior to system 4 turn -on. 5 All new vehicular and pedestrian signal heads shall be covered (sacked) completely with a 6 mil 6 black polyethylene sheeting until placed into initial operation. 7 The type of mounting hardware specified for the mast arm mounted vehicle signals may require 8 modification at the time of installation to accommodate as built conditions. After the pole assembly 9 has been installed and leveled, the Contractor shall measure the distance between each mounting 10 point on the arm and the roadway. A type of mounting bracket different from that specified on the 11 Plans shall be provided and installed by the Contractor if necessary to achieve the following criteria: 12 1. Red indications shall be in as straight a line as possible. 13 2. The bottom of the housing shall be between 16.5 feet and 19.0 feet above 14 the pavement. 15 The top of the signal housing for vehicle shall not be more than 22.5 feet above the roadway. 16 The Contractor shall provide and install the correct type of mounting to achieve the criteria noted 17 above. 18 The fitted covers shall use adjustable straps. The fitted covers shall have a 1-inch hole for each signal 19 display to flash out indications. 20 Vehicular signal faces should be aimed so that the continuation of the optical axis of the signal passes 21 through a point on the approach located at least the distance given in the following table and at 22 drivers' eye height. If the approach sight distance is limited by horizontal or vertical alignment, the 23 signals shall be aimed at a point on the approach at which the signal indication first becomes visible. Posted Speed Distance From (Miles Per Hour) Stop Line (Feet) 25 215 30 270 35 325 40 390 45 460 50 540 24 8-20.3(14)C Induction Loop Vehicle Detectors 25 Item no. 2 of this section is deleted 26 Item no. 5 of this section is deleted and replaced with the following:5. Each loop shall have 3 turns of 27 loop wire. 28 Item no. 11 of this section is deleted and replaced with the following: Federal Way Progressive SR 99/S 340" St February 22, 2006 Special Provisions - 9 I 11. The detector loop sealant shall be a flexible traffic loop wire encapsulement. Encapsulement shall 2 be designated to enable vehicular traffic to pass over the properly filled sawcut within five 3 minutes after installation without cracking of material. The encapsulement shall form a surface 4 skin allowing exposure to vehicular traffic within 30 minutes at 75 degrees F. and completely 5 cure to a tough rubber -like consistency within two to seven days after installation. Properly 6 installed and cured encapsulement shall exhibit resistance to defects of weather, vehicle abrasion, 7 motor oil, gasoline, antifreeze solutions, brake fluid, deicing chemicals and salt normally 8 encountered in such a manner that the performance of the vehicle detector loop wire is not 9 adversely affected. 10 The following is added at the end of this section: 11 One -quarter -inch (1/4") saw cuts shall be cleared of debris with compressed air before installing three 12 turns of loop wire. All detector loops shall be 6-foot-diameter circle with diagonal mini -cut corners 13 (no 90 degree corners) of not more than 1-inch on the diagonal. From the loops to the junction box, 14 the loop wires shall be twisted two turns per foot and labeled at the junction box in accordance with 15 the loop schematics included in these Plans. A 3/8-inch saw cut will be required for the twisted pair. 16 No saw cut will be within 3 feet of any manhole or utility risers located in the street. Loops and lead- 17 ins will not be installed in broken or fractured pavement. Where such pavement exists it will be 18 replaced in kind with minimum 12-foot sections. Loops will also not be sawed across transverse 19 joints in the road. Loops to be placed in concrete will be located in full panels, a minimum 18 inches 20 from any expansion joint. 21 8-20.3(14)D Test for Induction Loops and Lead-in Cable. 22 Test B and Test C in this section are deleted and replaced with the following: 23 Meggar readings of the detection wire to ground shall read 200 megohms at the amplifier connection. 24 The 200 megohms or more shall be maintained after the splices are tested by submerging them in 25 detergent water for at least 24 hours. "The tests will be conducted with County personnel at the 26 request of the Contractor" All costs incurred to meet this minimum standard will be the responsibility 27 of the Contractor. 28 29 30 31 32 33 34 35 36 37 38 39 8-20.3(14)E Signal Standards Section 8-20.3(14)E is supplemented with the following: After delivering the poles or arms to the job site and before they are installed, they shall be stored in a place that will not inconvenience the public. All poles and arms shall be installed in compliance with Washington State Utility and Electrical Codes. Terminal cabinets shall be installed on all Type II and Type III signal poles or where designated on the wiring diagrams in the Plans in accordance with the material requirements of Section 9-29.25 of the Standard Specifications. 8-20.3(14)F Opticom Detectors (New Section) Opticom detectors shall be installed in a drilled and tapped hole in the top of the mast arm unless otherwise shown in the Plans. They shall be tightly fitted to point in the direction shown in the plan view. Lead-in cable back to the controller, shall be 3M detector 138 cable, or equivalent, and shall Federal Way Progressive SR 99/S 340" St February 22, 2006 Special Provisions -10 I AASHTO Standard Specifications for Support of Highway Signs, Luminaires, and Traffic Signals. 2 Welding inspection shall comply with Section 6-03.3(25)A, Welding Inspection. 3 All traffic signal standards and arms shall be round tapered. 4 Hardened washers shall be used with all signal arm -connecting bolts instead of lock washers. All signal 5 arm AASHTO M 164 connecting bolts shall be tightened to 40 percent of proof load. 6 Traffic signal standards shall conform to one of the following pre -approved fabricator plans or approved 7 equal: Standard Valmont Drawing No. Alneron Drawing No. Type PPB, PS, and I 5000-3-RD 3723 Type 11 131300308-Rev. B, Sheets 1, 2, and 3 3722-1 Rev. A and 3722-2 Type 111 DB00308-Rev. B, Sheets 1, 2, and 3 3722-1 Rev. A and 3722-2 and "J" luminaire arm and "J" luminaire arm Type IV and V 5000-4 3650-A 8 Type SD 9 Type SD standards require special design. All special design shall be based on the latest AASHTO 10 Standard Specifications for Structural Supports for highway signs, luminaires and traffic signals, 11 preapproved plans, and as follows: 12 1. A 90 mph wind loading shall be used. 13 2. The design life and recurrence interval shall be 50 years for luminaire support structures 14 exceeding 50 feet in height, and 25 years for all other luminaire support structures. 15 3. Fatigue design shall conform to AASHTO Section 11, Table 11-1 using fatigue Category III. 16 Complete calculations for structural design, including anchor bolt details, shall be prepared by a 17 Professional Engineer, licensed under Title 18 RCW, State of Washington, in the branch of Civil or 18 Structural Engineering or by an individual holding valid registration in another state as a civil or structural 19 engineer. r 20 9-29.10 Luminaires 21 Section 9-29.10 is supplemented with the following: 22 High-pressure sodium (HPS) vapor, flat glass luminaires shall be supplied and installed by the Contractor. 23 They shall have an internal 240-volt regulator -type ballast (high power factor) prewired to the lamp 24 socket and the terminal board. The terminal board shall have lugs of a 240-volt 3-wire power source. 25 Terminals shall be labeled line -neutral -line. The neutral terminal shall be grounded to the metal housing 26 of the luminaire. The refractor shall be a flat sheet of heat and impact resistant glass. The lamp socket 27 shall be adjustable and factory set to produce IES pattern M-C-III. The lamps shall be HPS and have a 28 rated average life of not less than 24,000 hours. Conductors serving the luminaires shall be copper of the 29 size shown on the Plans and shall run to the service pole in separate conduit from the signal conductors as 30 shown in the plan view. Fused quick disconnect Wye cable connector kits shall be installed at the Federal Way Progressive SR 99/S 340" St February 22, 2006 Special Provisions - 12 have no splices. All lead-in cables shall be connected to terminals in the controller cabinet as shown in the wiring diagram. The shields shall be grounded to the grounding bar. 8-20.3(17) "As Built" Plans 4 This section is replaced with the following: 5 Upon completion of the Project, the Contractor shall furnish an "As -Built" Drawing of the 6 intersection, showing all signal heads, pole locations, detectors, junction boxes, illumination system J 7 showing luminaire locations, miscellaneous equipment, conductors, cable wires up to the signal 8 controller cabinet, and with a special symbol identifying those items that have been changed from the 9 original Contract Drawings. All items shall be located to within 1 foot horizontally and 6 inches 10 vertically above or below the finished surface grade. 11 8-20.5 Payment 12 Section 8-20.5 is supplemented with the following: 13 Payment for signal and illumination work shall be made under the following: 14 "Signalization/Illumination System, Complete", per lump sum. 15 The lump sum contract price for "Signalization/Illumination System, Complete" shall be full pay 16 for the cost of all labor, materials, tools and equipment necessary or incidental to the construction of 17 the complete traffic signal system and illumination system and as shown in the Plans and herein 18 specified, including excavation, backfilling, concrete foundations, conduit, wiring, restoring facilities 19 damaged during construction, removing and salvaging existing materials, induction loops, pedestrian 20 signals, signing, and for making all required tests. 21 22 9-29 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL 23 9-29.3 Conductors, Cable 24 Section 9-29.3 is supplemented with the following: 25 Lead-in cable back to the controller shall be 3-M detector 138 cable or equivalent. 26 J9-29.6 Light and Signal Standards 27 Section 9-29.6 is supplemented with the following: 28 Light standards shall be tapered round aluminum tube C-wall alloy 6063 satin brushed finish with 29 Davit bracket arm, as shown in Federal Way Standard Detail DWG 3-39. 30 9-29.6(1) Steel Light and Signal Standards 31 Section 9-29.6(1) is supplemented with the following: 32 Traffic signal standards and illumination standards shall be furnished and installed in accordance with the 33 methods and materials noted in the applicable Standard Plans. All welds shall comply with the latest Federal Way Progressive SR 99/S 340" St February 22, 2006 Special Provisions - 11 I Blue = Controller wiring 2 Gray = DC ground 3 AC+ — Black 4 AC- = White 5 Chassis Ground = Green 6 Main Panel and Wire Terminations 7 All wiles terminated behind the main panel and other panels shall be SOLDERED. No pressure or 8 solderless connectors shall be used. Printed circuit boal-ds shall NOT be used on main panels. 9 Pedestrian Detector Field Wiring 10 All pedestrian detectors shall be connected between logic ground and their appropriate field terminal. 11 The terminals shall be grouped together and located in the lower left side panel. 12 Field Wiring Terminals 13 There shall be terminal strips for field wiring in the controller cabinet. The terminals shall be 14 numbered in accordance to the field wiring chart included in these Specifications. A common bus bar 15 with a minimum of 15 spare terminals shall be available after the cabinet is fully wired. In addition, a 16 15 terminal bar shall be provided for the pedestrian common and a terminal shall be provided for each 17 signal head neutral. The bus bars shall be located on the left side wall of the cabinet. Only King 18 County numbers shall be shown. , N : ) C _, t _.1 19 9-29.16 Vehicular Signal Heads 20 General 21 Section 9-29.16 is supplemented with the following: 22 All lenses shall be glass and shall meet I.T.E. specifications for light output with 12-inch-diameter 23 faces. 24 All vehicular signal heads shall be dark green baked enamel and shall be equipped with black- 25 polycarbonate back plates and black-polycarbonate tunnel visors of a length equal to the lens 26 diameter. All hardware for attaching visors and back plates shall be non -corrosive stainless steel. 27 Vehicle signal head polycarbonate materials shall not be painted. 28 9-29.16(2)B Signal Housing 29 The following is added to the end of the first paragraph: 30 The signal housing shall be designed to withstand winds of 80 miles per hour with a 0.25-gust factor 31 without permanent distortion or failing (torque at attachment of 6,000 pound -feet). Federal Way Progressive SR 99/S 340" St February 22, 2006 Special Provisions - 14 I handhole inside the base of each pole supporting a luminaire. Top conductors from the pole base to the 2 luminaire shall be a minimum No. 12 stranded copper. The grounding conductor shall be connected to 3 the neutral terminal in the luminaire fixture. 4 9-29.11(2) Photoelectric Control 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 Section 9-29.11(2) is supplemented with the following: One photocell shall be installed for all luminaires in each circuit. The photocell shall be located on the top of the luminaire closest to the electrical service. 9-29.13(3) Emergency Preemption ,/ Section 9-29.13(3) is supplemented with the following: Emergency Preemption System (EPS) equipment shall be compatible with the operational requirements of the existing Opticom brand (3M Company) emitters, detectors, phase discriminators, and confirmation lights owned by the City. EPS equipment shall meet the following requirements: 1. Detector. The Contractor shall provide and install emergency preemption detectors at locations shown in the Plans. The emergency preemption detectors shall be solid-state devices consisting, of photoelectric cells. and an amplifier mounted in weather -resistant housings.. The detectors (3M, Model:#541 or approved equal) shall be capable of detecting an optical signal generated by an Opticom brand emitter assembly (3M Company). The detectors shall detect the optical signals from the emitter, amplify the signal, and transmit it to the phase discriminator. The detectors shall have a range control capable of being adjusted up to a maximum of 1/3 mile. Detectors shall be installed in a drilled and tapped hole in the top of the mast -arm or streetlight arm, unless shown otherwise in the Plans. They shall be tightly fitted to point in the direction shown in the plan view. 2. Detector Lead-in Cable. The detector lead-in cable shall be 3M Opticom Model 138 shielded detector cable, or approved equal. No splicing will be allowed between the detector and the controller cabinet. 3. Contractor shall furnish maintenance and operation manuals for all emergency preemption equipment to the City of Federal Way or its designated agents. 9-29.13(7)D Controller Cabinets Color Coding l��• All cabinet wiring shall be color coded as follows: 32 Purple 33 Orange 34 Brown 35 Yellow 36 Red ' Federal Way Progressive SR 991S 340" St February 22, 2006 — MMU Wiring = Flash Color Programming = Green Signal Wiring Yellow Signal Wiring Red Signal Wiring Special Provisions - 13 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 9-29.16(2) Conventional Traffic Signal Heads 9-29.16(2)A Optical Units Section 9-29.16(2)A is supplemented with the following: Lenses shall be of the color indicated, circular in shape, with a visible diameter of 12 inches, as specified in the contract, and of such design as to give an outward and downward distribution of light with a minimum above the horizontal. The lenses shall be standard red, amber, and green, prismed traffic signal lenses and shall conform to the specifications of ITE Standards (Standards for Adjustable Face Vehicle Traffic Control Signal Heads, 1977 edition). The lenses shall fit into a red silicon gasket in a manner to render the interior of the lens and reflector weather and dust - tight. Signal heads shall have hinged aluminum reflector rings. The lens and gasket shall be secured to the door with four noncorrosive lens clips. Signal head lens material shall be glass. LED Traffic Signal Modules All traffic signal displays shall be the Light Emitting Diode (LED) type and shall be from one of the following manufacturers: Dialight Corporation 1913 Atlantic Avenue Manasquan, NJ 08736 Telephone: (732) 223-9400 FAX: (732) 223-8788 GELcore, LLC 6810 Halie Drive Valley View, OH 44125 Telephone: (216) 606-6555 FAX: (216) 606-6556 Precision Solar Controls, Inc. 2960 Market Street Garland, TX 75041 Telephone: (972) 278-0553 FAX: (972) 271-9583 27 Each LED signal module shall be designed to be installed in the doorframe of a standard traffic signal 28 housing. The lamp socket, reflector, reflector holder, and lens used with an incandescent lamp shall 29 not be used in a signal section in which a LED signal module is installed. The installation of an LED 30 signal module shall not require any modification to the housing. The LED signal module shall be a 31 single, self-contained device, not requiring on -site assembly for installation into an existing traffic 32 signal housing. 33 All red LED signal modules shall be manufactured with a matrix of Al1nGaP LED light sources and 34 green LED signal modules shall be manufactured with a matrix of InGaN LED light sources. The 35 LED traffic signal module shall be operationally compatible with controllers and conflict monitors on 36 this Project. The LED lamp unit shall contain a disconnect that will show an open switch to the 37 conflict monitor when less than 60 percent of the LEDs in the unit are operational. 38 Each LED signal module shall conform to the current standards in Institute of Transportation 39 Engineers (ITE) VTCSH Part 2 and a Certificate of Compliance with these standards shall be 40 submitted by the manufacturer for each type of signal head. The certificate shall state that the lot of 41 signal heads meets the current ITE specification. A label shall be placed on each LED signal module 42 certifying conformance to this specification. The manufacturer's name, trademark, serial number and 43 other necessary identification shall be permanently marked on the backside of the LED signal Federal Way Progressive SR 99/S 340`h St February 22, 2006 Special Provisions - 15 module. LED signal modules used on this Project shall be from the same manufacturer. A label shall be provided on the LED housing and the Contractor shall mark the label with a permanent marker to note the installation date. 4 LED signals shall show no evidence of illumination for input voltages below 35 volts. LED signals 5 shall supply illumination current (unregulated) for all input voltages higher than 45 volts (and 6 conform to appropriate intensity requirements specified above 80 volts). 7 The manufacturer shall provide a written warranty against defects in materials and workmanship for 8 the LED signal modules for a period of 60 months after installation of the modules. All warranty 9 ocumentation shall be given to the Engineer prior to installation. 10 Lenses shall be of the color indicated, circular in shape, with a visible diameter of 12 inches, as 11 specified in the Contract, and of such design as to give an outward and downward distribution of light 12 with a minimum above the horizontal. The lenses shall be standard red, amber, and green, prismed 13 traffic signal lenses and shall conform to the specifications of ITE Standards (Standards for 14 Adjustable Face Vehicle Traffic Control Signal Heads, 1977 edition). The lenses shall fit into a red 15 silicon gasket in a manner to render the interior of the lens and reflector weather and dust -tight. 16 Signal heads shall have hinged aluminum reflector rings. The lens and gasket shall be secured to the 17 door with four noncorrosive lens clips. Signal head lens material shall be glass. 18 The socket shall have a heat -resistant, moisture and weatherproof molded phenolic housing and be 19 designed to accommodate a 67 to 69 watt, 2-7/16-inch focal length traffic signal lamp for 8-inch signals 20 and accommodate a 165-watt nominal 4-inch focal length traffic signal lamp for 12-inch signals, and to 21 physically position the filament of the lamp at the exact focal point of the reflector so'that accurate focus 22 will always be obtained. 23 9-29.17 Signal Head Mounting Brackets and Fittings 24 Section 9-29.17 is supplemented with the following: 25 Mast arm mounting hardware for vehicle signal heads shall be clamp style plumbizer PELCO 26 AB-3008, or approved equal, and shall be field installed by the Contractor. Fittings shall be painted 27 with two (2) coats of factory -applied traffic -signal dark green baked enamel. A watertight seal shall 28 be provided where the signal head mounting bracket attaches to the mast arm or signal pole. 29 Components for Type D and Type K mounting hardware shall be per Section 9-29.17 of the Standard 30 Specifications. All components shall be painted with traffic -signal dark green baked enamel. 31 9-29.19 Pedestrian Push Buttons 32 Section 9-29.19 is supplemented with the following: 33 The Contractor shall provide and install pedestrian pushbuttons and signs, as shown on the Plans. 34 The position of the pedestrian pushbuttons shall be located generally parallel to the crosswalk for 35 which the button is intended to serve; however, final positioning for the optimum effectiveness shall 36 be approved by the Engineer. 37 Pushbuttons shall be mounted to the poles by means of stainless steel bolts per WSDOT Standard 38 Plan J-5. All mountings shall be securely fastened as approved by the Engineer. Federal Way Progressive SR 99/S 3401h St February 22, 2006 Special Provisions - 16 I circuitry shall prevent flicker at less than 100 Hz over the voltage range specified above. Fluctuations 2 in the line voltage specified above shall not affect luminous intensity by more than plus 10 percent. 3 The signal module on -board noise transients and low -repetition high-energy transients shall be as 4 stated in Section 2.1.6, NEMA Standard TS-2, 1992. The individual LED light sources shall be wired 5 so that catastrophic failure of any one LED light source will result in the loss of not more than 6 20 percent of the signal module light sources. LED pedestrian signal modules shall provide a power 7 factor of 0.90, or greater, when operated at nominal operating voltage, and 25 degrees C. Total 8 harmonic distortion induced into an AC power line by an LED pedestrian module shall not exceed 9 20 percent. Each LED pedestrian module and associated onboard circuitry shall meet Federal 10 Communications Commission (FCC) Title 47, Subpart B, Section 15 regulations concerning the 11 emission of electrical noise. Two secured, color -coded, 600V, 20AWG minimum, jacketed wires, 12 conforming to the National Electric Code, rated for service at 105 degrees C, are to be provided for 13 electrical connection. 14 LED signals shall show no evidence of illumination for input voltages below 35 volts. LED signals 15 shall supply illumination current (unregulated) for all input voltages higher than 45 volts (and 16 conform to appropriate intensity requirements specified above 80 volts). 17 The manufacturer shall provide a written warranty against defects in materials and workmanship for 18 the LED signal modules for a period of 60 months and against loss of intensity below 50 percent of 19 original values for a period of 36 months after installation of the modules. All warranty 20 documentation shall be given to the Engineer prior to installation. 21 9-29.25 Amplifier, Transformer, and Terminal Cabinets 22 Section 9-29.25 is supplemented with the following: 23 Where noted on the Plans, terminal cabinets shall be furnished and installed on mast arm poles. 24 Nominal dimensions shall be 16 inches high by 12 inches wide by 5 inches deep. 25 Numbered terminal strips shall be installed in each cabinet with sufficient connections to 26 accommodate all necessary wires and specs as shown on the Wiring Diagram. 27 The unit shall be fastened to the pole shaft with a minimum of three (3) self -tapping galvanized metal 28 screws employing minimum 1-inch-diameter flat washers on the inside of the cabinet. 29 Following installation, an epoxy sealant shall be used to provide a raintight seal between the pole 30 shaft and the cabinet back. Federal Way Progressive SR 99/S 340`h St February 22, 2006 Special Provisions - 18 I The sign legend to be used on the pushbutton shall be as shown on WSDOT Standard Plan J-5. All 2 mounting bolts shall be non -corrosive stainless steel. 3 9-29.19(1) Audible and LED Push Buttons 4 Push buttons on this project shall be Campbell, IQ Rectangle or approved equal. 5 9-29.20 Pedestrian Signal 6 Section 9-29.20 is supplemented with the following: 7 The symbol message modules shall plug directly into the transformer, or be solid-state modules. 8 Side mountings shall be clamshell mountings Type "E," as shown on WSDOT Standard Plan J-6f. 9 All terminal compartments shall be painted in the same manner as specified for signal housings. All 10 pedestrian head mounting bolts shall be noncorrosive stainless steel. Where pedestrian signal heads 11 are to be fastened to the vehicle signal pole, the Contractor shall securely attach the clamshell 12 mounting to the pole using stainless steel Allen -head bolts. 13 9-29.20(1) LED Pedestrian Displays 14 Section 9-29.20(1) is supplemented with the following: 15 All pedestrian signal displays shall be the light emitting diode (LED) type with displays for "HAND", 16 "MAN". Each LED pedestrian module shall be a single, self-contained device, not requiring any on- 17 site assembly for installation into any pedestrian signal housing. The power supply for the LED 18 pedestrian module may be packaged as a separate module. 19 All pedestrian "HAND" modules shall be Portland Orange and shall conform to current ITE 20 Standards for size, chromaticity, and intensity. LED pedestrian "HAND" modules shall be 21 manufactured with a matrix of Al1nGaP LED light sources. All pedestrian walking "MAN display 22 modules shall be Lunar White and shall conform to current ITE Standards for size, chromaticity, and 23 intensity. LED pedestrian walking "MAN" modules shall be manufactured with a matrix of InGaN 24 LED light sources. The "HAND" and walking "MAN" message -bearing surfaces shall be filled (not 25 outline) symbols. The LED pedestrian modules shall be operationally compatible with controller and 26 conflict monitors on this Project. 27 The LED pedestrian module shall be rated for use in the ambient operating temperature range of 28 minus 40 degrees C to 74 degrees C. Each LED pedestrian module shall be protected against dust 29 and moisture intrusion per the NEMA Moisture Resistance STD 250-1991 for Type 4 enclosures to 30 protect all internal components. The assembly, manufacturing, and mounting of the LED pedestrian 31 module shall be designed to assure all internal LED and electronic components are adequately 32 supported to withstand mechanical shock and vibration from high winds and other sources. The 33 manufacturer's name, trademark, serial number, and other necessary identification shall be 34 permanently marked on the backside of the LED pedestrian module. LED signal pedestrian modules 35 used on this Project shall be from the same manufacturer. A label shall be provided on the LED 36 housing, and the Contractor shall mark the label with a permanent marker to note the installation date. 37 LED pedestrian modules shall operate at a maximum power consumption of 15W. Each LED 38 pedestrian module shall be operated from a 60 plus' -Hz AC line over a range of 80 VAC to 39 135 VAC. Nominal operating voltage for all measurements shall be 120 plus 3 volts rms. The LED Federal Way Progressive SR 99/S 340" St February 22, 2006 Special Provisions - 17 RECEIVED �_p N!Ai 2 0 2005 CITY 0 FEDERAL WAY @11IWIN DEFT. ®5 TIME Transpo Group Progressive Service Censor Federal Way, WA Transportation Impact Analysis May 2005 Transportation Impact Analysis PROGRESSIVE SERVICE CENTER EXPIRES 03 - 15 - G-1 FEDERAL WAY, WA Prepared for: Progressive Auto Insurance May 2005 Prepared by: The Transpo Group, Inc. 11730 118`h Avenue NE, Suite 600 Kirkland, WA 98034-7120 Phone: 425.821.3665 Fax: 425.825.8434 w w.thetranspogroup.com © 2005 The Transpo Group Table of Contents Page INTRODUCTION....................................................................................... I ProjectDescription.......................................................................................................................... 1 StudyScope....................................................................................................................................... 1 EXISTINGCONDITIONS.............................................................................6 RoadwayNetwork............................................................................................................................ 6 TrafficVolumes.....................................................................................................:.......................... 6 TrafficOperations............................................................................................................................ 6 TrafficSafety ..................................................................................................................................... 8 TransitService................................................................................................................................... 9 FUTURE BASELINE CONDITIONS..............................................................10 PlannedImprovements.................................................................................................................10 TrafficVolumes..............................................................................................................................10 TrafficOperations..........................................................................................................................12 PROJECTIMPACTS............................................................•.....................13 TripGeneration..............................................................................................................................13 Trip Distribution and Assignment...............................................................................................14 TrafficVolume Impact..................................................................................................................14 Traffic Operation Impacts............................................................................................................ 15 SiteAccess Operations..................................................................................................................19 TrafficSafety Impact.....................................................................................................................19 TransitService Impact................................................................................................................... 20 Parking................................................................................................................................I............ 20 MITIGATIONMEASURES.........................................................................21 SUMMARY AND CONCLUSIONS...............................................................22 APPENDIX A: INTERSECTION COUNTS APPENDIX B: LOS DEFINITIONS APPENDIX C: LOS WORKSHEETS APPENDIX D: TRIP GENERATION COUNTS Figures 1. Site Vicinity.......................................:...............................................:.....................:................... 3 2. Site Plan.............................................................................................................................. 4 3. Study Intersections........................................................................................................................ 5 4. Existing PM Peak Hour Traffic Volumes........................................................:........................ 7 5. Future 2006 Baseline PM Peak Hour Volumes......................................................................11 6. Project Trip Distribution............................................................................................................16 7. Project Trip Assignment............................................................................................................17 8. 2006 With -Project PM Peak Hour Volumes............................................................. ...:.....::18 Tables 1. Existing (2005) Peak Hour Level of Service Results............................................................... 8 2. Summary of Three -Year Collision Records.............................................................................. 8 3. 2006 Future Baseline Peak Hour Level of Service.................................................................12 4. Progressive Claims Center Trip Generation Rates................................................................13 5. Federal Way Progressive Service Center Trip Generation .................................. :................ 14 6. Weekday PM Peak Hour Traffic Volume Impacts................................................................14 7. 2006 Baseline and With -Project Peak Hour Level of Service.::::............:............................19 8. 2006 Site Access Level of Service.............................................................................................19 9. Estimated Pro-Rata Share Contributions ................................................ :............................... 21 tr l Progressive Service Center, Federal Way, WA May 2005 lrr ~ — l� Introduction f The purpose of this transportation impact analysis (TIA) is to identify potential traffic - related impacts associated with the proposed Federal Way Progressive Claims Center development. As necessary, mitigation measures are identified to offset or reduce significant impacts. This report follows the City's Transportation Impact Analysis Guidelines. Project Description I The project site is located on the west side of Pacific Highway (SR 99) where it merges with 16th Avenue S (SR 161) on the southwest corner of SR 99 and S 340t1, Street. Figure 1 provides the site vicinity, illustrating the general location of the site. A new west leg approach would be added to the signalized intersection of SR 99/S 340th Street to provide access to the site and future connectivity to the west. One full access driveway would be located on S 340th Street to provide the direct access to the site_ The Progressive Claims Center will include a 15,000 square foot building and provide approximately 114 parking spaces. The parking supply is designed to accommodate employees, customers, rental cars, temporary storage of damaged vehicles, and temporary storage of newly repaired vehicles. The site is currently vacant and the proposed development is scheduled for occupancy in 2006. The Progressive Claims Center is a unique use that would operate as a one -stop hub for customers filing auto insurance claims through Progressive Insurance. Customers filing a claim would simply schedule an appointment, bring their car in for inspection and then drive away in a reserved rental car. The claims center would then take care of inspecting the damaged vehicle and arrange for the car to be repaired at an off -site repair shop. Progressive employees would set up and monitor the repair service for customers saving them the time and hassle of dealing with multiple entities. Figure 2 provides a preliminary site plan to illustrate the proposed plan and layout of the site. L t Study Scope The study area was determined based on the anticipated peak hour distribution of project traffic to/from the site. The study area and specific intersections for analysis were { determined based on coordination with City staff and using the City's 'Transportation Impact �. Analysis Guidelines. The following three study intersections were identified for analysis: 1. Pacific Highway (SR 99)/161h Avenue S (SR 161)/S 3401h Street t_ 2. S 344th Street/16th Avenue S (SR 161) 3. S 348dt Street/16th Avenue S (SR 161) - The study intersections are illustrated in Figure 3. The SR 99/SR 161 and S 348th Street/SR t 161 intersections are signalized, and the S 344th Street/SR 161 intersection is currently stop - controlled. The intersection of S 344th Street/SR 161 is anticipated to be signalized with the completion of the Marketplace shopping center within the next year. Intersection operations were evaluated for the weekday PM peak hour condition at the three study intersections. The weekday PM peak hour reflects the highest hourly traffic volumes during the average 1. weekday and typically occurs between 4:00 and 6:00 p.m. The Transpo Group 1051 08\051 08r7_.doc try Progressive Service Center, Federal Way, WA May 2005 The TIA begins by describing existing conditions in the project site vicinity and future (2006) traffic baseline (without -project) conditions. Future with -project conditions were evaluated by adding site -generated traffic to future baseline volumes. Analysis of future conditions addresses cumulative impacts of the proposal, increases in background traffic, and traffic attributable to City -identified "pipeline" projects. Project impacts were identified based on the difference in traffic operations between forecasted with- and without -project conditions. The Transpo Group 1051 08\05108r2.doc A N NOT TO SCALE II U k 'T s r m4v 'TH D, 7. zi It w. A. j ej A< 0. 7 Je ;4. ...... N -T. N jm F: ........................ . 17 SITE::W -� r 1 tjlw N� S.PTO ST 11tk r, % 51 t 47 C. -4 U -316 T1 Hr -7 t k 5a 4 `6 w. L q] �T 3r Reproduced wish permission granted by THOMAS BROS. MAPS. This map is calm4ghted by THOMAS BROS. MAPS. 11 is unlawful to copy or reproduce all or any part thereof, whetherforpersonal use or resale, without permission. All rights reserved. Figure 1 The Site Vicinity ranspo Federal Way Progressive C61P M.105105108 Federal Way Progressive\Graphics\progressive graphic02 <A> lindak 05/11/05 13:20 w 340th Street (Proposed) NOT TO SCALE y I - --- -------------------7 ° u 1 0 / 0� 0 FD m L 1 � J o / 1 1 ----------------------------------------------- -------- Figure 2 The Preliminary Site Plan trans - - - ---- -- - — .... -- - - Federal Way Progressive Group M:105105108 Federal Way ProgressivelGraphicslprogressive graphic02 <B> lindak 05/11/0513:19 Figure 3 Study Intersections Federal Way Progressive M:105105108 Federal Way ProgressivelGraphicslprogressive graphic02 <C> lindak 05/11/0513:20 A N NOT TO SCALE Transpo Group r rC f Progressive Service Center, Federal Way, WA May 2005 r �1 Existing Conditions This section of the report describes existing conditions within the identified study area, including the adjacent roadway network, existing PM peak hour traffic volumes, traffic operations, traffic safety, and transit service. Roadway Network CExisting characteristics of study area roadways are described below. Pacific Highway S (SR 99) is a five- to seven -lane principal arterial with a posted 40-mph rFederal speed limit and left- and right -turn channelization at major intersections. SR 99 connects Way with Tacoma to the south and Des Moines, SeaTac, and Seattle to the north. C16'h Avenue S (SR 161) is a five -lane principal arterial with a posted 35- to 40-mph speed limit. This state highway connects Federal Way with Puyallup to the south. Signalized study intersections along SR 161 include S 348,h Street, S 344'h Street, and SR 99. S 348'h Street is a five- to six -lane principal arterial with a posted 35-mph speed limit. This roadway provides a connection to such regional facilities as I-5, SR 18, SR 99, and SR 161. -- S 3441h Street is a local access street that will provide direct access to the east for the proposed Marketplace Shopping Center. Within the year, the intersection of S 344th Street and SR 161 will be signalized with the completion of the Marketplace Shopping Center. Traffic Volumes Existing weekday PM peak hour turning movement volumes were collected at the study intersections in April 2005 and are provided in Appendix A. These volumes are illustrated in Figure 4. t Traffic Operations The operational characteristics of an intersection are determined by calculating the iintersection's level of service (LOS). The intersection as a whole and its individual turning movements can be described alphabetically with a range of levels of service (A through F), _ with LOS A indicating free -flow traffic and LOS F indicating extreme congestion and long (� vehicle delays. LOS is measured in average control delay per vehicle and is typically reported for the intersection as a whole at signalized intersections. Existing PM peak hour LOS, delays, and volume -to -capacity (V/C) ratios were calculated at study intersections based on methodologies contained in the Highway Caj�acit� /l1a�zual (Transportation Research Board, 2000). The City's Synchro (v. 6.0) traffic analysis network was used for these calculations; results are provided in Table 1. The HSM level of service definitions are included in Appendix B. Detailed worksheets for existing conditions are included in Appendix C. According to the City's intersection standards, peak hour operations are considered acceptable if a signalized intersection operates at LOS E or better and has an intersection V/C ratio of 1.0 or less. As Table 1 illustrates, all three study intersections currently operate acceptably during the PM peak hour. The Transpo Group 1051 08\051 08r2.doc f Figure 4 Existing PM Peak Hour Traffic Volumes(—) 4 � �a�6tje Federal Way Progressive IMnspo Group M:105105108 Federal Way Progressive\Graphicslprogressive graphic02 <D> lindak 05/11/0513:21 Progressive Service Center, Federal Way, WA _ May 2005 Table 1. Existing (2005) Peak Hour Level of Service Results PM Peak Hour Intersection 1 SR 99/SR 161 B 1 1 .7 0.43 2 S 3441" Street/SR 161 C 21.6 WB ./ 3 S 3481" Street/SR 161 D 49.4 0.79 1. Level of service, based on 2000 Highway Capacity Manual methodology. 2. Average delay in seconds per vehicle. 3. Volume -to -capacity ratio for signalized intersections, Worst Movement for unsignalized intersections. As shown in Table 1, all intersections operate at LOS D or better. The intersection of S 344th Street/16th Avenue S currently is an unsignalized "T" intersection with the westbound movement being stop -controlled and operating at LOS C. y!-t-, �+ak a " j 't ;w� . Spa. e,cuk-t,1 v� •7 `f Traffic Safety Study intersections were analyzed for potential traffic safety inadequacies. The City defines a safety inadequacy as any intersection with an average collision rate of more than 1.0 collisions per one million entering vehicles (MEV) during a three-year period. For this analysis, City staff provided the historical collision data at study intersections for the most recent three-year period (2000-2002). Table 2 summarizes the average annual collision rates and collisions per MEV at each study intersection. { Table 2. Summary of Three -Year Collision Records E r Intersection t 1 SR99/SR161 0 1 6 2.3 0.27 [ 2 S 34411 Street/SR 161 1 0 1 0.7 0.11 r\ 3 S 3481" Street/SR 161 17 16 43 25.3 1.22 1. Source for accident data City of Federal Way collision summary reports- 2; MEV = Million entering vehicles. The intersection of S 348'1 Street/SR 161 has more than 1.0 collisions per MEV during the most recent three-year period. More sideswipe and rear -end collisions were reported at this location than any other collision type, representing about 60 percent each of all reported collisions. Improvements are planned at this location, specifically the City's Six -Year TIP calls for new eastbound and westbound right -turn lanes and a third westbound left -turn lane. The improvements would effectively increase intersection capacity, reduce congestion, and minimize the potential, for congestion -related collisions such as rear -end and sideswipe collisions. L In addition, the Washington State Department of Transportation (WSDOT) defines high accident locations (HALs) as locations, "which have experienced a higher -than -average rate L of severe accidents during the previous taro -year period," and defines high accident corridors (HACs) as corridors, "which have a higher -than -average number of severe accidents over a continuous period of time." Based on these definitions, WSDOT has defined S 348'h Street/SR 161 as a HAL. No HACs are identified within the study area. The City's Six -Year TIP includes planned improvements at this intersection. These improvements should i - enhance traffic safety at this HAL. 1, The Transpo Group 1051 08`,05108r2.doc �� 8 CITY OF Federal Way DATE: June 28, 2005 TO: Isaac Conlen, Associate Planner Kevin Peterson, Engineering Plan Reviewer FROM: Sarady Long DRAFT SUBJECT: FEDERAL WAY COMMUNITY CENTER - (04-102808-00-SE) 33190 9TH AVE S MEMORANDUM Public Works Department I have finished reviewing the submitted revised Traffic Study (TIA) prepared by The Transpo Group dated, May 20, 2005. Based on my review of the submitted materials, the applicant traffic engineer should response to the following comments and make appropriate revisions to the TIA. 1. Figure 4 —The existing PM Peak Hour volumes at SR 161/S 348t" Street is lower than the previous 2005 count. Staff believes this is due to the truck stop closures. 2. Cross street for intersection #1 and #2 is not correct. Revise intersection #1 to SR 99/16'h Ave S and intersection #2 to S 344`h St./16`h Ave S. Page 8 — The intersection of S 344"' St./16h Ave S is not a "T" intersection. 4. Please verify and update transit service serving the site. Transit route 106 does not exist in Federal Way and router 949E may not serve the site. 5. SeaTac Mall has been changed to the Commons. Any reference to the mall should be referred to as the Commons. 6. Page 13 — Trip Generation. Please provide estimated numbers of full time employees at the site and hour of operation. 7. Please note, the Level of Service (LOS) analysis should be as follow— (1) Existing condition, (2) 2006 Base Year + pipeline + funded TIP, and (3) 2006 Base Year with project + pipeline + funded TIP. If there is deficiency in (3), additional improvements should be identified. 8. LOS Analysis — Peak hour factor (PHF) used in the LOS analysis is not correct. Please follow the established TIA Guidelines Section V. (B). Any deviations from the guidelines would need approval from the City Traffic Engineer. 9. Page 19 — The 2006 horizon year analyzed one peak period, however the TIA indicated two peak hours. Please verify. 10. Page 20 — Parking. The Public Works Traffic Division does not review parking demand studies. Planning Department will review and provide technical comments on this issue. Traffic staff will be happy to provide assistance if needed but will not make the final decision. Based on my review, a parking study from the two sites in Texas should be provided as a comparison. 11. Page 21 — Mitigation measures. Staff concurs with the TIA proposal to modify the signal at SR 99/16t" Ave S and construct the west leg of this intersection to allow access. The signal must be constructed to all applicable standards and must be approved by the city. Please note, additional improvements may be needed and will be addressed during the signal design. 12. Page 21— Mitigation Measures. Staff concurs with the pro-rata share calculation. Based on the total 27 new PM Peak Hour Trip of which 23 trips will impact the S 348I' St./SR 161 TIP project, the applicant's fair share contribution is $15,600. Environmental Checklist: 14 — Transportation (g) — Please add the following to this section. Contribute pro-rata share contribution of $15,600 toward TIP project and refer to the TIA as well. L:\CSDC\DOCS\SAVE\18530025066.DOC progressive Service Center, Federal Way,` WA ,� _ May 2005 y C � Transit Service { The closest buV49and e project site is located at S 340th Stree R 99, served by Metro Transit Routeierce Transit Routes 402 and 50d T 949E is a commuter route serving Boeingocation. During the weekday there 's one trip in the morning and one in the afternoon; the route does not run on �weeken erce Transit Route 402 provides weekday and weekend transit service to the eaTae HNla , SeaTac Mall Park -and- Ride, Edgewood, South Hill Mall and Library, Pierce Coun •airgrounds, Graham and Roy "Y" Park -and -Ride. All trips continue from Roy "Y" Park -and -Ride as Route 1 to { Downtown Tacoma and Tacoma Community College. Headways are roughly 60 minutes for both weekdays and weekend hours of operation. Route 500 provides weekday and weekend ( transit service on SR 99 to Downtown Tacoma, University of Washington -Tacoma, Tacoma { Dome Station, Federal Way Park -and -Ride, and SeaTac Mall Park -and -Ride. During the weekdays, headways are roughly 30 minutes for most of the day. On weekends, headways are (r roughly 60 minutes. 0 f The next closest stop serving a route other tha�06R se men�e above is located at S 348'1 { Street/SR 99, which is served by Metro Route oute provides weekday peak hour ( transit service between Federal Way and Down n Seattle on S 3481h Street. Headways are roughly 15 minutes. In addition, the project site is located just 0.7 miles from the South ( Federal Way Park -and -Ride lot that accommodates both regional and local transit service. King County Metro operates routes that utilize this facility and serve Tacoma, Everett, Downtown Seattle, Twin Lakes Park -and -Ride, and the University District. { The Transpo Group 1051 08\05 1 08r2.doc 9 ., Progressive Service Center, Federal Way, WA May 2005 C Future Baseline Conditions r Future baseline (without -project) conditions were evaluated without development of the r proposed project. The 2006 horizon year represents the anticipated year of opening for the proposed project and provides the baseline for comparison against 2006 with -project conditions. The following sections document future roadway improvements, peak hour r traffic volumes, traffic operations, and transit service. Planned Improvements Within the study area, one transportation improvement is planned. The improvement is described in the City of Federal Way's 2005-2010 .Six -Year Transportalion Improvement Program (TII� and is summarized as follows: • S 348,h Street/SR 161. This project includes the construction of an eastbound right - turn lane, a westbound right -turn lane, a second northbound right -turn lane, and a third westbound left -turn lane. In addition, SR 161 will be widened between S 3481h and S 352°d Streets to accommodate three southbound travel lanes. This planned improvement is targeted for completion in 2006-1 however, at City direction the improvement was not included in the traffic analyses for future 2006 conditions. One transportation improvement to be completed by planned development was included in the 2006 analysis to account for mitigation that would be complete, should the development be complete by 2006. Federal Way Marketplace is required to install a signal at S 344'h Street/SR 161. This improvement was included in the future 2006 conditions. Traffic Volumes At the direction of City staff, 2006 baseline PM peak hour traffic volumes were derived by multiplying existing traffic volumes by an average annual growth rate of 2 percent for one year and adding peak hour traffic generated by the following "pipeline" projects: {0 Target at the Commons) • Christian Faith Center J Prium Federal Way Mixed Use i • Federal Way Marketplace - .1 • Federal Way Crossings J "Pipeline" projects are typically defined as development projects that are approved, but not yet constructed and would increase traffic volumes by the analysis horizon },ear. The (, background growth rate of 2 percent is anticipated to account for other potential, planned development that would affect traffic volumes within the study area. Figure 5 illustrates 2006 l baseline PM peak hour traffic volumes within the study area. L, The Transpo Group 1051 08\051 O8r2.doc 10 Figure 5 2006 Baseline PM Peak Hour Traffic Volumes Federal Way Progressive M. TThe rawnn Grp MADM05108 Federal Way Progressive\Graphics\progressive graphic02 <E> lindak 05/1110513:22 Progressive Service Center, Federal Way, WA May 2005 Traffic Operations Future traffic operations in the study area were evaluated based on the 2006 forecast traffic volumes, using the same methodologies used in the evaluation of existing levels of services. Signal cycle lengths were set to 120 seconds, per City traffic study guidelines. Signal timing was optimized for future 2006 baseline conditions, consistent with signal controller parameters. The transportation improvement attributable to a pipeline project described above was included in the forecast baseline analysis, however the City's ,Six -Year TIP improvements at S 348,h Street/SR 161 were not included in the analysis. This approach provides a conservative estimate of forecast operating conditions, as they would improve when the TIP project is complete. Table 3 summarizes future 2006 baseline (without - project) conditions during the weekday PM peak hours. Table 3. 2006 Future Baseline Peak Hour Level of Service FM, Peak Hour ®_Intersection i - SR 99/5R iTiT li:" cyrt5 r C 22.1 0.55 2 " .S.3441" S,freet�l L` 14,fi B 19.2 0.57 3,48" Street/SR 161 E 56.5 0,95 1 . Level of service, based on 2000 Highway Capacity Manual methodology- 2. Average delay in seconds per vehicle. 3. Volume -to -capacity ratio. As Table 3 shows, PM peak hour traffic conditions at the S 348,h Street/SR 161 intersection do not exceed the City's traffic operations standards in 2006. With completion of the City's TIP project at S 348,h Street/SR 161, conditions would improve over what is documented in Table 3. t f 4 1. j The Transpo Group 1051 08\05108r2.doc 12 l l� F ti Progressive Service Center, Federal Way, WA May 2005 Project Impacts �� This section of the TIA documents project -generated impacts on the surrounding roadway network and at study intersections. First, project traffic is estimated, distributed, and assigned to adjacent roadways and intersections within the study area. Next, 2006 with - project peak hour traffic volumes are projected and potential impacts to traffic volumes, intersections operations, traffic safety, and transit service are identified. f Trip Generation The proposed project is a non-standard land use and is not accounted for in the Institute of Transportation Engineers (ITE) Trip Generation; therefore traffic counts were gathered at other Progressive Service Centers to establish a site -specific trip rate for this type of facility. Trip generation for the proposed project is based on PM peak hour trip generation counts from two similar Progressive Service Centers. There currently are no Progressive Service Centers located in the local or surrounding region so counts were collected at facilities in North Houston and Dallas, Texas. The proposed center is being modeled from those in �- Texas and would have the same operating characteristics and provide the same services. The North Houston site is located at 505 West Canino Road and the Dallas site is located just outside of Dallas at 1405 Avenue T in Grand Prairie, Texas. The North Houston site is within 1 mile of I-45 and the Dallas site is within 2 miles of State Highway 360, similar to the Federal Way site's proximity to I-5 and SR 18. One Progressive criterion for site selection is accessibility to the freeway as these centers typically serve a broad market area. Both locations have been in operation over a year and provide the same services as the proposed Federal Way center. Trip generation counts were collected at each facility in April 2005 during a typical weekday between 4:00 and 6:00 p.m. Trip rates were calculated for each site using the size of each facility and the combined number of inbound and outbound trips. The peak hour for both sites occurred between 4:00 and 5:00 p.m. The two rates were then averaged to arrive at a trip rate for the proposed project, as shown in Table 4. The methodology used to identify trip generation characteristics of the site was reviewed and approved by City staff as part of the transportation scoping process. The trip generation count data is provided in Appendix D. Table 4. Progressive Claims Center Trip Generation Rates PM Peak Hour Trips t 000 NONE=, Dallas 18,490 22 9 13 1.19 Houston 19,092 46 22 24 2.41 ( Average 1.80 i As shown in Table 4, the average PM peak hour trip rate was 1.80 trips per 1,000 sf. i - Table 5 summarizes the estimated weekday PJV1 peak hour trip generation based on the ( average trip generation rate. During the peak hour, inbound traffic represents approximately The Transpo Group 105108\051 08r2.doc 13 Progressive Service Center, Federal Way, WA May 2005 46 percent and outbound traffic represents approximately 54 percent of total trip generation. These percentages were used to estimate the PM peak hour in/out split. Table S. Federal Way Progressive Service Center Trip Generation PM Pea.k Hour Trips Federal Way 15,000 1.80 27 12 15 As Table 5 shows, the proposed project would generate approximately 27 new trips during the PM peak hour, 12 inbound and 15 outbound. Trip Distribution and Assignment Trip distribution was developed using general information from Progressive and from existing travel patterns in the area. The proposed center is a regional facility designed to serve customers from Seattle to Tacoma with much of the traffic heading to and from I-5. Figure 6 illustrates the anticipated trip distribution patterns. In general, approximately 5 percent of project traffic is expected to/from the west, approximately 40 •percent to/from the south, approximately 10 percent to/from the east, and approximately 45 percent to/from the north. Based on these percentages and the trip generation estimates in Table 5, project -generated PM peak hour trips were assigned to the study intersections. Figure 7 illustrates the peak hour project trip assignment at these locations. Traffic Volume Impact Project -generated PM peak hour traffic volumes were added to 2006 baseline volumes at study intersections. The resulting 2006 with -project traffic volumes at study intersections are illustrated in Figure 8. Table 6 summarizes the anticipated increase in total entering traffic at study intersections as well as the percentage of 2006 with -project volumes attributable to the Federal Way Progressive Service Center. Table 6. Weekday PM Peak Hour Traffic Volume Impacts 2006 PM Peak Hour TEV' Percent Attributable Study Intersections to Pr. 1 SR 99/ Sbl 27 3007 0.90% 2 S 344" Street/SR-t r l` A-tt j 23 2468 0.93% 3 S 348" Street/SR 161 23 6643 0.35% 1. TEV = Total entering vehicles During the weekday PM peak hour, project traffic would have the greatest percent impact at the S 3441h Street/SR 99 intersection. The project would increase PM peak hour volumes at this location by 23 trips, which represents less than 1 percent of total 2006 with -project The Transpo Group 1051 08\05108r2.doc 14 Progressive Service Center, Federal Way, WA _ May 2005 traffic volumes. Increases in traffic attributable to the project at the other study intersections are similar, both representing less 1 percent. Traffic volume impacts of less than one percent would not be noticeable to the average driver and could be considered negligible. The following section evaluates how traffic volumes attributable to the project would affect peak hour traffic operations. Traffic Operation impacts Year 2006 with -project PM peak hour levels of service, delays, and V/C ratios were calculated at the study intersections based on methodologies contained in the Higbway Capacit i Manual2000. Like existing and 2006 baseline conditions, Synchro was used to calculate these operational measures. These calculations used the same intersection variables (120-second signal cycle length, channelization, etc.) as were used in evaluating 2006 baseline conditions. Table 7 summarizes 2006 with -project conditions during the weekday PM peak hour, in comparison to 2006 baseline conditions. Detailed LOS worksheets for 2006 with - project conditions are included in Appendix C. The Transpo Group 105108\05108r2.doc 1 5 r ■ S 348TH ST S 356TH ST 9a SITE 5 °l oI' �r 336TH ST S 344TH ST Figure 6 Project Trip Distribution Federal Way Progressive M:105105108 Federal Way ProgressivelGraphicslprogressive graphic02 <F> lindak 0511110513:22 PM PEAK HOUR PROJECT TRIPS 12 INBOUND 15 OUTBOUND 27 TOTAL A N NOT TO SCALE Mi N Transpol Group d Figure 7 Project Trip Assignment - PM Peak Hour Traffic Volumes Federal Way Progressive M:105105108 Federal Way Progressive\Graphicslprogressive graphic02 <G> lindak 05/11/0513:23 The Tnspo Group R, Figure 8 The 2006 With -Project PM Peak Hour Traffic Volumes IMI Federal Way Progressive M:105105108 Federal Way Progressive\Graphicslprogressive graphic02 <H> lindak 05/11/0513:24 Progressive Service Center, Federal Way, WA May 2005 Table 7. 2006 Baseline and With -Project Peak Hour Level of Service PIVI Peak Intersections �r I SR 99/Sfl.-4.6,1 1btv�-R�`7 C 22.1 0.55 C 23.1 0.54 [ 2 S 344'" Street/5R-1-t-4 Lei p} tB 19.2 0.57 C 22.2 0.61 ( 3 S 348" Street/SR 161 E 56.5 0.95 E 58.0 0.96 1. Level of service, based on 2000 Highway Capacity Manual methodology. y 2. Average delay in seconds per vehicle. 3. Volume-to-capaotyratio. M1 r -F� The results of the 2006 with-projegf analysis indicate that all study intersections would meet the City's LOS standard during both peak hours. With the City's planned TIP improvement " at S 348th Street/ SR 161, the intersection operations would be improved. Consistent with the City 'Transportation Impact Analysis Guidelines, a LOS analysis was conducted at SR 99/3ft-16t for the year 2011 with -project conditions. This analysis is required when a project modifies an existing signal. Future 2011 conditions were forecast { using the 2 percent annual growth rate applied to existing 2005 counts combined with pipeline project traffic volumes. The es�g forecast traffic volumes and proposed intersection geometry at SR 99/S*R PN'. est the intersection Will continue to operate at LOS C with 23.8 seconds of delay and a V/C ratio of 0.59. Therefore, the proposed intersection and signal modifications for project access will continue to meet the City's level t. of service standards in 2011. Site Access Operations Based on methodologies described in the Highway Capaci�Manual 2000, PM peak hour levels of service and average delays were calculated at the proposed access driveway. Like off -site intersection analysis, Synchro was used for these calculations. Results are shown in Table 8. Table 8. 2006 Site Access Level of Service PM Peak Hour North Driveway A 8.5 NB 1. Level of service, based on 2000 Highway Capacity Manual methodology. 2. Average delay in seconds per vehicle. 3. Worst Movement; NB=northbound, EB=eastbound, WB=westbound, R=right turn, L=left turn - As shown in Table 8, the site access would operate well at LOS A and no operational problems are anticipated. - Traffic Safety Impact - There would likely be a proportionate increase in the probability of collisions with the addition of project traffic. However, considering the relatively small increases in peak hour traffic attributable to the project (less than 1 percent), it is unlikely that these increases would create a safety hazard or significantly increase the number of reported collisions at study intersections. i The Transpo Group 105108\05108r2.doc 19 Progressive Service Center, Federal Way, WA May 2005 The S 348,h Street/ SR 161 intersection has a planned improvement identified as part of the City's Six -Year TIP that is expected to improve safety conditions. Federal Way Progressive Service Center would be required to proportionally contribute to planned improvement projects identified in the Six -Year TIP and would effectively mitigate any project -generated traffic safety impact. Transit Service Impact Customers and employees would have the opportunity to access transit via the existing bus stops located on S 340th Street/SR 99 and S 336th Street/SR 99, and the nearby South Federal Way Park -and -Ride. For the purpose of a conservative impact analysis, it was assumed that the majority of person trips would drive to/from the site and would have little, if any, impact on transit service in the surrounding area. Any increase in transit ridership attributable to the proposed project would be a positive impact, reducing the potential traffic volume, operation, and safety impacts. Parking Federal Way Progressive Service Center would provide approximately 114 parking stalls in surface parking. These parking stalls are utilized by employees, customers, rental cars, damaged vehicles, and newly repaired vehicles for pick-up. There are 60 secured parking spaces along the west side of the site that would be used for storing rental cars, damaged vehicles, and newly repaired vehicles. The remaining 54 spaces would be located along the north and east sides of the building providing parking for up to 24 employees, allowing 30 spaces for customers and visitors. Progressive determined the parking quantity and layout based on experience with operating other similar facilities. The proposed supply will provide adequate parking to meet their specific needs. The Transpo Group 1051 08\OS108r2.doc 20 '• 1 Progressive Service Center, Federal Way, WA May 2005 Mitigation Measures The City of Federal Way requires mitigation to reduce potential traffic -related impacts. These measures are summarized below in the form of frontage improvements and pro-rata share contributions to TIP projects. As part of site development, Federal Way Progressive would be required to construct S 34011 Street and improve conditions along its frontage of SR 99 to City standards. The frontage �4 few A,� ay improvements would include curb, gutter, 6 foot landscaping, and an 8 foot sidewalk. Fur het more, signal and intersection modifications to the S 3401h Street signal at SR 99/SR- 16 intersection are necessary to allow access to S 34011, Street to. the west. The intersection improvements would include the following: • adding a dedicated northbound left turn lane • adding crosswalks to the south and west legs • adding a new signal mast arm ■ adding new signal heads • improving the striping for the transit only lane on the northeast corner of the intersection • adding new loop detectors • street lighting aloe S 3400t Street E The City requires that new developments proportionally contribute to planned (VA�� ' '��'�"-�tt� transportation improvement projects. As described in the City's guidelines, the "pro-rata share" contribution toward each improvement project is estimated based on the percentage of project -generated traffic volumes as compared with future with -project traffic volumes. This percentage is multiplied by the estimated construction cost (as listed in the ,Six -Year TIP) to determine the "pro-rata share" the City would collect. Based on the estimated trip generation and distribution of project traffic, Federal Way Progressive Service Center would impact one TIP project by 10 or more Pi\'1 peak hour trips. Table 9 summarizes the estimated mitigation costs. Table 9. Estimated Pro-Rata Share Contributions S 348ihStreet/SR 1613 $4,500 23 6,643 0.35 $15,750 41S1('00 Total $15,750 The Transpo Group 105108\05108r2.doc 21 Progressive Service Center, Federal Way, WA May 2005 Summary and Conclusions • Federal Way Progressive Service Center would occupy approximately 15,000 square feet. • Federal Way Progressive Service Center would generate approximately 27 new PM peak hour trips. • Project traffic would represent less than 1 percent of 2006 PM peak hour traffic volumes at study intersections. • All study intersections would meet the City's intersection standards with the addition of PM peak hour project traffic. • The site access driveway would operate at LOS A during the PM peak hour. • Increases in traffic would likely result in a proportionate increase in the probability of collisions. However, project impacts would be mitigated through proportionate share contributions to the planned transportation improvement in the City's Six - Year TIP. • The majority of person trips would drive to/from the site and would have little, if any, impact on transit service in the surrounding area. • The proposed supply (114 stalls) would meet the anticipated peak parking demand. • As mitigation, Federal Way Progressive would be required to contribute a pro-rata share toward one planned improvement projects impacted by 10 or more PM peak hour trips. This mitigation contribution is estimated at $15,750. • Federal Way Progressive would also be responsible for constructing S 3401h Street, improving SR 99 to City standards along its frontage, and making signal modifications to the SR 99/SR 161 signal for accessing via S 340th Street. L. t- The Transpo Group 105108\05I M2.doc if 22 l Appendix A: Intersection Counts .i- Mark Skaggs (206) 251-0300 16th & Pac Highway 5:00 PM to 6:00 PM Tuesday, April 26, 2005 r CO n � [1276] E68 525 751 40 Pac Highway [550] N W C 437 ' S [453] �6 y R pi 25 —631 --j F67 656 t v.� n Approach PHF HV% Volume EB 0.90 3.1 % 453 WB 0.00 0.0% 0 NB 0.98 2.4% 656 SB 0.95 2.5% 1276 Intersection 0.97 2.6% 2385 Mark Skaggs (206) 251-0300 16th & Pac Highway Tuesday, April 26, 2005 Peak 15-Minute Interval Summary d nn PM to 6:00 PM Interval Start Northbound 16th Southbound 16th Eastbound Pac Highway Westbound Pac Highway Interval Time L I T HV T R HV L R HV HV Total 4:00 PM 2 145 2 1 183 136 11 89 2 4 0 557 4:15 PM 4 178 9 189 110 9 83 8 2 0 572 4:30 PM 5 154 3 206 139 9 102 7 9 0 613 4:45 PM 4 170 6 172 108 6 104 7 4 0 565 5:00 PM 2 163 1 196 141 11 92 2 5 0 596 5:15 PM 12 153 5 192 128 6 115 5 3 0 605 5:30 PM 6 161 4 187 132 8 i21 5 3 0 612 5:45 PM 5 154 6 176 124 7 109 4 3 0 572 Total Surve 40 1278 36 1501 1018 67 815 40 33 0 4692 Peak Hour Summary r, M PM fn R-nn PM Northbound 16th Southbound 16th Eastbound Pac Highway Westbound Pac Highway L T HV T R HV L I I R HV HV Total Movement 25 631 16 1 751 1 525 1 32 437 1 1 16 14 1 0 2385 Approach 656 1276 453 0 2385 %HV 2.4% 2.5% 3.1% 0.0% 2.6% PHF 0.98 0.95 0.90 0.00 0.97 k ; Mark Skaggs (206)251-0300 16th & 344th 4:45 PM to 5:45 PM Thursday, April 28, 2005 co [866 669 12 831 23 y 344th 1R� 24 67 F 5 - 48 Ile19 1 J W 10 �r 109 3 1-51 96 344th R T 50 635 25 [94J6 710 Approach PHF HV% Volume EB 0.74 5.5% 109 WB 0.63 0.0% 48 NB 0.99 3.2% 710 SB 0.90 2.3% 866 Intersection 0.93 2.8% 1733 ,� �G�aaT133:77 Mark 1. Skaggs110 16th & 344th Thursday, April 28, 2005 Peak 15-Minute Interval Summary d-nn PM to R-nn PM Interval Start Northbound 16th Southbound 161h Eastbound 344th Westbound 344th Interval Time L T R HV L T R HV L T R HV L T R HV Total 4:00 PM 10 142 6 8 6 181 7 5 2 1 26 1 12 1 6 0 400 4:15 PM 6 192 7 9 7 191 8 8 3 0 17 1 6 2 4 1 443 4:30 PM 10 154 1 8 4 4 153 3 2 2 2 35 2 8 3 4 0 386 4:45 PM 19 151 7 7 4 208 2 7 1 0 21 0 5 2 12 0 432 5:00 PM 11 161 8 5 5 231 4 4 2 1 34 0 6 1 4 0 468 5:15 PM 8 162 5 5 7 216 3 5 1 1 18 2 3 1 4 0 429 5:30 PM 12 161 5 1 6 7 176 3 4 6 1 23 4 5 1 4 0 404 5:45 PM 8 178 5` 4 1 172 1 3 6 1 18 2 5 0 4 0 399 Total Survey g4 1301 51 48 41 ti528 31 38 23 7 192 12 50 11 42 1 3361 Peak Hour Summary A•A5 PM to .5 45 PM Northbound 16th Southbound 16th Eastbound 344th Westbound 344th L T R HV L T R HV L T R HV L T R HV Total Movement 50 635 25 23 23 .831 1 12 1 20 10 3 1 96 6 19 j 5 24 j 0 1733 Approach 710 866 109 48 1733 %HV 3.2% 2.3% 5.5% 0.0% 2.8% PHF 0.99 0.90 0.74 0.63 0.93 Mark Skaggs (206) 251-0300 16th & 348th 4:30 PM to 5:30 PM Tuesday, April 26, 2005 co [861] [759] 65 402 394 y 348th 340 1872 F 1562 2668 J, 766 Fi E 11 S 1035 809 1748 215 y 348th R T M 245 406 545 [1383] [11:98] t �D Approach PHF HV% Volume EB 0.91 5.2% 1035 WB 0.99 4.5% 2668 NB 0.88 1.8% 1198 SB 0.94 3.3% 861 Intersection 0.98 3.9% 5762 �'�' �OFiSa9 i'75'7LIS Ti-aMc, Dan: Mark Skaggs 1• 1 11 16th & 348th Tuesday, April 26, 2005 Peak 15-Minute Interval Summary 4:00 PM to 6:00 PM Interval Start Northbound 16th Southbound 16th Eastbound 3481h Westbound 348th Interval Time L T R HV L T R HV L T R HV L T I R HV Total 4:00 PM 75 1 114 1 128 13 87 97 18 7 6 212 70 29 178 339 64 33 1388 4:15 PM 53 105 150 10 100 124 15 10 2 182 72 17 175 383 93 47 1454 4:30 PM 70 104 130 4 87 100 15 9 1 222 61 14 173 412 87 31 1462 4:45 PM- 57 79 121 7 1 100 111 17 6 2 177 38 15 219 371 82 30 1374 5:00 PM 65 117 159 7 1 95 94 15 4 2 205 54 14 180 394 86 26 1466 5:15 PM 53 108 135 4 112 97 18 9 6 205 62 11 194 385 85 32 1460 5:30 PM 70 78 130 7 71 92 14 3 6 220 50 9 185 414 81 22 1411 5:45 PM 63 84 120 6 69 87 15 5 6 202 58 11 172 387 82 28 1345 Total Surve 506 789 1073 58 721 802 127 53 31 1625 465 120 1476 3085 660 249 11360 Peak Hour Summary 4:30 PM to 5:30 PM Northbound 16th Southbound 16th Eastbound 348th Westbound 348th L T I R HV L T R HV L T R HV L I T I R I HV Total Movement 245 408 545 22 394 1 402 65 28 11 809 215 54 766 11562 1 340 1 119 5762 Approach 1198 861 1035 2668 5762 %HV 1.8% 3.3% 5.2% 4.6% 3.9% PHF 0.88 0.94 0.91 1 0.99 0.98 Appendix B: LOS Definitions glnwa) Capari) Manual, 2000 Hi C" • Signalized intersection level of service (LOS) is defined in terms of the average total vehicle delay of all movements through an intersection. Vehicle delay is a method of quantifying several intangible factors, including driver discomfort, frustration, and lost travel time. Specifically, LOS criteria are stated in terms of average delay per vehicle during a specified time period (for example, the PMpeak hour). Vehicle delay is a complex measure based on many variables, including signal phasing (i.e., progression of movements through the intersection), signal cycle length, and traffic volumes with respect to intersection capacity. Table l shows LOS criteria for signalized intersections, as described in the Highivc� Cnpnci� /19nnain/(Transportation Research Board, Special Report 209, 2000)- Table 1. Level of Service Criteria for Signalized Intersections Per Vehicle.(Seconds).. (Signalized. ��ter5octions) A S10 Free Flow B >10 - 20 Stable Flow (slight delays), C >20 - 35 Stable flow (acceptable,delays) D a35 - 55 App�oachin unstable Flow (tolerable- occasional) g, y, y wait through (" r6ore than one signal=cycle ,before proceeding) r 4r. E '55 80 Unstable Flow (intolerable delay) F a$Q Forced flow (jammed) ¢ Unsignalized intersection LOS criteria can be further reduced into two intersection tipes: all -way stop - controlled and two-way stop -controlled. All -way, stop -controlled intersection LOS is expressed in terms of the average vehicle delay of all of the movements, much like that of a signalized intersection. Two-way, stop - controlled intersection LOS is defined in terms of the average vehicle delay of an individual movement(s). This is because the performance of a vvo-way, stop -controlled intersection is more closely reflected in terms of its individual movements, rather than its performance overall. For this reason, LOS for a two-way, stop - controlled intersection is defined in terms of its individual movements. With this in mind, total average vehicle delay (i.e., average delay of all movements) for a tu-o-way, stop -controlled intersection should be viewed with discretion. Table 2 shows LOS criteria for unsignalized intersections (both all -way and two-way, stop -controlled). Table 2. Level of Service Criteria for Unsignalized Intersections S 'af0-i5 C }15 25 ❑ �25 35 E x35 50 F r'50 Cl C. F Appendix C: LOS Worksheets 5/9/2005 Federal Way Progressive Service Center 1: 16 AV S & Pacific Hwy S 2005 PM Peak Existing Conditions 4- t T /* ti 1 Lane 5/9/2005 Federal Way Progressive Service Center 1: 16 AV S & Pacific Hwy S 2005 PM Peak Existing Conditions 'r t 1 1 r p.97 0.97 0.45 0.87 0.85 . .:�_:. g 'F• ." ;. .00 _ •. -+fix-�,_Yrzrn":��;�-k'`r.�;. ...ti _u ,:, ,. , �1((_ 1.00 1.00 1 00 1.00 1.00 1.00 1.00 0.95 1.00 'TS:��R:!:B]4Y12 "•r'�� .vn _�_....-",. �i��.°�z... " _ ." ,.. �. �. .-�..r�_.�E9:•�;r.,"..�'i�rl�t'.S`8idn�I�PB!m-l�:T'�i.�.Y.a�Zk�l���r�ym3�iAr�.vr�1K7!V?p l..yv.�,�M T�li9.•��%.it.'�'�:i5:��4 Yellow Time (s)' 4,0 4.0 s Q ."a bY!$tO�L!"". '�w,•i•- - n�Ht�i. r- y -.'l�w11fTf3G�_D•�, Volume (vph) 25 631 437 a �a�,y -.� 4�Ia_1gS�.i �26 16 751 525 _ ." mG .•Y�r.. q�"4;^%%_^t e�77454'rr, - LBadll,ag Lead Leg �r�..'tC�'A:1 L�MMyinn Adj. Flow (vph) T651 451 • 16 Recall Mode None None Lane Group Flow (vph) 44 417 465 0 774 54411j rCC-Max .��:�M�r. ;�?"r.�.s£.�'-a.d.*`�t:ii•Yt�A!{ '4..���4v''?:- ; • .":: ....•.. r������CS'.IL2��1^'i�'�'.�-7 �0.6 •"" • Y = �.�F�•nsr xS�,wG2:�i~'»:... _ :� r.YA111==:1 Conlrol Delay 9.6 22.9 6,8 0,4 -'.�' F��@Y�: •�?;�-al.?`�.•_ .�i'��'��:.5�'ir,�.,:��Pf����r ''- :�- r ' Heavy Vehicles {%j 2°.6 2°In 395 Bi38;810c"'1'f2 � se`�It�-�'ef;� LL ,.. 3% 3°le 3% - -• e�'•_H:^_'r - �'u"•"E~bl."•"ti7`�i�'�``�iti;'-.•.�'-mx . TolalOetay 9.6 Q.i 22.9 6.8 0.4 .��e_rifll���- "' ..,��.'' �-.�-.•..• -ti. ir_ •�. .. - _ •s..-u"'• -�.• .-., •'-y � Turn Type Free Prot i?�a��F1R�-e��a�.r. "''�+�-•�°�o7Sfa���?%--�v'.r,:.'4.'�'"n.lL`'...�."� ';"�:�sa�'.�.`_�F -.,'� Queue Length 951h (!t) 44 0 232 m96 m18 �('eYnal���� �:�.�.��-':. :"ry �'-.- -.-�i�%"'r".".'�!!,'�:�-'•,�N�r� Say PermWAd Phases _ Free 7�`i.1i� @n, s". �10;[�r'rf3 ��--.-Of�: Turn Length (M 400 S�"a.A��hS`F�"..�i`'.�'=,�1'���"�s..a�,�i�'?�igBfi��•v�•.�����v�-r..���...,"g"y-,''rcr. """`. :•r� Elfective Green, g (s) 9.2 120.0 36.7 [�a'm �B��. Ot 59.1 100.E s rr-s: -'per: �y`� '�'"-.:i • _ Starvation Cap Rectum 0 0 0 0 0 ��I�i81� ,+�F: � � � r ��3r3'��k':?�,'�£�5? Natural Cycle' a6 m Volume for 95th percentile queue is metered by upstream s%Ml, Splils and Phases: 1: 16 Av S & Pacific Hwy S fa.L'--ram r 2956 A M:\OS\05108 Federal Way Progressive\LOS\City of FW P03-05 PM-Prog_Exist.sy7 Synchro 6 Report M:\05\05108 Federal Way Progressive\LOS\City of FW P03-05 PM-Prog Exist.sy7 Synchro 6 Report The Transpo Group Timings The Transpo Group HCM Signalized Intersection Capacity Analysis 5/9/2005 2: S 344 St & 16 Av S Federal Way Progressive Service Center 2005 PM Peak Existing Conditions ---* , --* or- - 'I- -.,\ t ".. 1 1 -1 Lane Cc ri f! 9 u-alimons 4. fl. Grade 2% 3% 4% 9, -2 ' ' 12 Peak Hour Factor 0.93 0.93 0.93 0.93 6.93 0.93 16,93 0.93 0,93 0.93 0.93 0.93 'N' Pedestrians 10 10 10 10 Z;''�IN Walking Speed (fUs) 4.0 4.0 4.0 4.0 T Right turn flare (veh) M -w W �T f Median storage veh) 1 1 pr pX, platoon unblocked vC1. stage 1 confvol 959 959 814 814 vCu, unblocked vol 1447 1787 473 1425 1780 375 916 720 . . ..... M-1 `74 7. 4, '!�, I IC, 2 stage (s) 6.6 5.6 6.5 5.5 tF s =V pO queue free % 94 98 so 88 97 96 93 97 RN KR�qw 254--. Volume Left 11 20 54 0 0 25 0 0 VM t OR =Tr--711�z �-- �17� cSH 422 268 729 1700 1700 869 1700 1700 �N. �TRAN �W Queue Length 95th (ft) 28 17 6 0 0 2 0 0 Approach LOS C C Average Delay 2.1 5/9/2005 Federal Way Progressive Service Center 3: S 348th St & 16 Av S 2005 PM Peak Existing Conditions t,* ,- -.1 Lane 394- --gs 11 626 219 792 1594 347 255.0 415 15�5 402 410 66 Prot FfoI' Prot Perm Proll 7 7 5.0 5.0 5,0 5.0 6.0 10 10 5,0 50 4, C-Max 1 44.7 68.3 24,9 67-4 59.5 gz21,5 912 58.0 _2 j �w Im ae,-tr� - �- - 1 379 0479 831 162 239 #264 -9290 265 NMI wyslxy.,� M - MAP a 800 60D SIX) 5GO 1. '00, 0 0 0 0 0 a 0 D D PEZ IMIM 0 D 0 a 0 0 0 0 0 Splits and Phases: 3: S 3481h St & 16 Av S 81 o2 24 n5 o7 ag M:\05\05108 Federal Way Progressive\LCS\Clty of FW P03-05 PM-Prog_Exist.sy7 Synchro 6 Report M:\05\05108 Federal Way Progressive\LOt\City of FW P03-05 PM-Prog_Exist.sy7 Synchro 6 Report The Transpo Group HCM Unsignalized Intersection Capacity Analysis The Transpo Group Timings 5/9/2005 Federal Way Progressive Service Center 3: S 348th St & 16 Av S 2005 PM Peak Existing Conditions ---*'r t- t 4\ 1/,- v 1 M:\O5\05108 Federal Way Progressive\LCS\City of FW P03-05 PM-Prog_Exist.sy7 Synchro 6 Report The Transpo Group HCM Signalized Intersection Capacity Analysis 5/9/2005 Federal Way Progressive Service Center 1 : 16 AV S & Pacific Hwy S 2006 PM Peak Baseline Conditions ,(- t 1 `► 1 7.�..�iil�::_ .... ....i ^�hv✓��,• :a'��`*' uL�ry'�lv.'•e.�ri m Volume for 95th percentile queue is metered by upstream signal Split; and Phases: 1: 16 Av S & Pacific Hwy S M:\05\05108 Federal Way Progressive\LOS\City of FW P03-05 PM-Prog_Base.sy7 Synchro 6 Report The Transpo Group Timings •-- i'- , - i�- r'- r t - � r- .r .� r- y.-� .-+ � � ���. ,ram, _�, � --. � •� - ^� _ � - 1 V - , -� � � '� � 5/9/2005 Federal Way Progressive Service Center 1: 16 AV S & Pacific Hwy S 2006 PM Peak Baseline Conditions t `► 1 RIM B Lane conriguratiorm )Y r ► Tj+ i . idealjFiosKrtxp�p�?•ryF":`::'a90� ie �'i90o '•`a.4o8� '19pv`'-i9®ge�-��,•.•:--. Grade f°/e] 014 . 0% -2% Y Lane Uld. Factor 0,97 0-91 0.95 0.97 0.95 ' % pe�trt > P a� ';� of :-_ J �,,., f.,., yam',, Flp6, pedlbiketi 1.00 1.00 _.. �.,.., -- 1.00 l 1.00y 1.0Q Flt Protected US 1.00 1.00 0.95 1.00 FRPermitted 0,99 i.00 1.00 0.95 1.00 Volume (wph) 55 795 535 15 985 595 9D-rPAe : -ON Or 'rOr9.7,••: �'L9'f '`' i7� '' ;. _ . - , Adj. Flow (vph) 57 552 15 1015 613 _ _ _6.20 M.005 ��r.�:•'r .. 267r. �n:i• �:� �' .la : ^ c F•:. z r Lane Group Flaw (vph) 81 52a 5660 1016 613 6 y 00 n,.1.�r::'=.:.�c:?,Ri.?l'S'..SL•�^'Y..�'.+ Heavy Vehicles (%] 2% 2% 3% 3% 3% 3% Turn Type Free Prot Permitted phases Free E$eekv4 Green, g (s] 10.1 120.0 38.7 56.$ 99.9 llnKorm Oe�, dl 5i.7 0.9 $34 23.$ 2.0 Incremental Oelay, d2 0.2 0.7 0.2 0.3 0.1 Lave} of Service 'Y • �1, F A C A A . �� � JG.4� f _ �-. -a...'i657•if' Rom".-.:_^..' �":�}�iW M:\05\05108 Federal Way Progressive\LOS\City of FW P03-05 PM-Prog_Base.sy7 Synchro 6 Report The Transpo Group HCM Signalized Intersection Capacity Analysis 5/9/2005 Federal Way Progressive Service Center 2: S 344 St & 16 Av S 2006 PM Peak Baseline Conditions Lana Con�quratlons 1~ ..ao: ►� T� ►S ��+ 4e�vgietiYR4ia� ia;�.:' ....i �2P%a� n�: _;''ko�'... .z:ss:: • •:%ss; . `_ �q.' zss:' ... ;sA:: BPS:'_=:�.5`t:s:=� -:�B Adj. Flaw (vph) 22 55 108 177 86 91 54 812 U 113 1027 1' L��i"e.�iov.2t--. .:0.•-`z�$x:Y3._ •:7' �7T; _ ..'�" :c•-4-...�., :.-p' :t:j�j1.'fg'="; Turn Type pm -DI• pm+pi pm+pt A eGnd t11f •:-sfw.y- .. :.3f-. '1B '. --':=_=. '".2i `:' -',i^!t;-rr'c,t•., �T4;..^t-"°TM6'''�i`°' Permitted Phases B ^2 6 Sofirs and Ph-- 7• S add M R IK A. S et �� v2 r a3 �► 04 0 spa MA05\05108 Federal Way Progressive\LOS\City of FW P03-05 PM-Prog Base.sy7 Synchro 6 Report The Transpo Group Timings 5/9/2005 Federal Way Progressive Service Center 5/9/2005 Federal Way Progressive Service Center 2: S 344 St & 16 AV S 2006 PM Peak Baseline Conditions 3: S 348th St & 16 Av S 2006 PM Peak Baseline Conditions Lane !r9fi Ky , - ,Y,..: ...,�L�w.�(.,a.vi3.. ..806:. ' .'8M` - .`:Bi�C' '1'9G6- t900 -:.75.Oti1•" '19 a� -19 Q' 1 OG a y i . G`._,{-. •_.,,....1 - - s6 st7o; . ion Lane Width $2 10 12 12 15 12 12 11 12 12 11 12 Total Lost Ilme (s) 5.0 5.6 5.6 5.0 "5.0 5.0 5.0 ..c�� cio!r.." _ ". '1'00: .. •TOQ• 4'00 • ... .�".l°(lr 0:�5"" i 0gg'• -..- .. Frpb, pedlbikes 0.98 1.00 0.98 1.00 0,99 1.00 i.OQ J��id"`b_,kas' .. :l 1m' ^ tom` i'EiO: •.a:Citt' _ _. F';ii`,• "1,00: •i'.0Q• ..- Fri 0,93 1.08 0.92 1.00 0.99 1,00 1.00 _ Satd, Flow (prol) 1482 1850 1932 1726 3282 1778 3430 FIGP'e"imdted� ,. 0/94"" `0251;00 rOQ1'--10' _ -,025;"':100 Satd. Flow (perm) 1407 492 1932 373 3282 461 3430 955 4' Peak -hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0,93 0.93 0.93 0.93 0.93 0.93 1."•.�P'3_'- . .��,��,. ,^65.. "''e1'OBr'"""s17�86.. 917 s5,A;,, ,''t812i- "'65 - 11,3ff'=. RTOR Reduction (vph) 0 39 0 0 35 0 0 4 0 0 0 0 Confl. Peds. (#/hhr) 10 lSun'1u}V'I•a'�ifr�in^cEI�'-1iY..•iY n-^�v�.iTG4'Pi'c�'-feG�wrLL'f-.S[1'IOfPd?3.^.17Ibi�^.i'.iL�•i�lLGi.-.'...i 10 10 10 10 10 e�L7`I 10 ":p�k 10 •:�i8L:1:'� MA05\05108 Federal Way Progressive\LOS\City of FW P03-05 PM-Prog Base.sy7 Synchro 6 Report The Transpo Group HCM Signalized Intersection Capacity Analysis -.* , ~ 4- -\ t - ti 1 -' 1)'aJ_m +i,•`.: -,., 70 :�1dM.'•!��we.r"`.tt1,U `460,"�`,5;s �,ae,,';..�rS .'.,5-3,�,'i�'i 1y29 Adj. Flow (vph) 908 224 878 1622 469 311 500 566 536 541 128 rt Turn Type Prol Prot Perm Prot p%gt:cled:Rhase5,3.s,...>>.�.. �.:-.7.. „.W. �•'; 8 ��' z , .1:�. ,. 2%, Permitted Phases 2� �5.0 �5.0 Minimum Initial (s) 5.0 5.0 5.0 3.0 3.0 5.0 5.0 29 0 r Total Split (s) 15.0 34.0 0.0 34,0 53.0 0.0 16.0 29.0 29.0 23,0 36.0 0.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4,0 4.0 4.0 4.0 AIj;RetlTirne:.(5),n.. �� .. 1_0;--.`10'i*.. :.:., ,�:),0.• 1,0(: ... 10 _. r��0-....,_.:. ,_,,,, .....; Lead/Lag Lead Lead Lag Lag Lag Lag Lag Lead Lead L LeadgyOpanlze�y?Ye ; 1Y,,es Yes +1`es MOP ". -I ,' 7 Z) ` IYes';' Recall Mode None C-Max None C-Max None Min Min None Min V/cSRatioT•�'a'+'•� - 4"�rx� .�55'-•�,�{2t, ' : a: : '1'7�9t �i 0 98.'. . ., ..r..., l..il..,.,. .,� .irp....Tk�'"B"?,L .t ..,.: -."J.. ..,.IJ..... r_....... ..,. '_' " '''0)93�' ti 0583e17Y96`;. �*OS 0 BB - � -- -..,' _ %.. .... /.n..: -.,," ., ....._.y ..Y..-....-1-. ... i, .... .... Control Delay 49.8 502 98.5 39.2 60.5 46.0 22.5 97.8 33.6 Queue3Defayf' ... s.:, ar.�7-pF .., 9'�0;„ , x"''�Q�r Total Delay 49.8 50.2 98.5 39.2 80.5 46.0 22.5 97.8 33.6 Queue Length 95th (ft) m71 m#405 m#514 #757 #226 229 #299 #342 241 122 Al : rus Turn Bay Lenglh (ft) 700 800 500 500 500 Starvation Cap Reducln 0 0 0 0 0 0 0 0 0 ... .0;a„ ., 0 ,. ,0 0 . m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 3: S 348th St & 16 Av S { of c2 e1 ,r e3 07 MA05\05108 Federal Way Progressive\LOS\City of FW P03-05 PM-Prog_Base.sy7 Synchro 6 Report The Transpo Group Timings 1 5/9/2005 3: S 348th St & 16 AV S Federal Way Progressive Service Center 2006 PM Peak Baseline Conditions --* ~ I- --" t ". 11. -./ (de a�`:(ow�d -+s i 6f'Tisa3+ t3 7.-_i`5a% ;W"-, kv "s i ieTi6�'=a�ioo': lava" :iev0 n 7' Lane Width 12• 11 12 11 11 12 11 11 11 11 11 12 qMWEy- ✓- 2%''.. ,,..._. .4. Total Lost time (s) 5.0 5.0 50 5.0 5.0 5.0 5,0 5.0- 5.0 '0i" Frpb, ped/bikes 1.00 0.99 1.00 0.99 1.00 1.00 0,97 1.00 1.00 Flpb"'pedLblMas - .., ..•1."-OA , �1.00 �.1�DOK "K1�00 1�� .. r -Pm- : xi.-..-. » M' Frt 0.97 1.00 0.97 1.00 0.85 1.00 0,97 _1.00 ITEMo4ected;;' Satd. Flow (prof) 1702 4563 3282 4654 3259 3387 1475 3319 3302 Peak -hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0,98 0.98 0.98 0.98 0.98 Aiil �qv rb�g�•k' T -'7Ei�.: , .808i; ', `AW ''^ RTOR Reduction (vph) 0 34 0 0 40 0 0 0 369 0 18 0 L 7p,j Grr'o p?P w; (GPh)Rn` :. , !_`7�1 r 7030` - -.: _0 ''" '878 si�;'205�'i-i : -Q 3��1 ConB. Peels.((#/hr) 10` 10 10 10 10 10 10 10 e 5/' S/at�.. Bus Blocks es (#fhr) 0 0 1 1 4 0 4 R 0 0 1 4 '�aO.fiS`r�iY,PB?� Protected Phases }tee !le P.. se u Actuated Green, G (s) v/c Ratio c 7 4 33 8 5 2 1 6 �•+-rr��r....- 7.4 30.6 30.0 53.2 12.421.4 21.4 18.0 27.0` 0� 30°6r,pFs W4P�'..+ iF..:.�$i!?,/;41 .18.O.ru 27�D.t .. 0.06 026 0.25 0.44 0.10 0.18 0,18 0.15 022 0.04 .2 2.0 2.0 2.0 .10 c0.15 MAOM05108 Federal Way Progressive\LOS\City of FW P03-05 PM-Prog_Base.sy7 Synchro 6 Report The Transpo Group HCM Signalized Intersection Capacity Analysis 5/9/2005 Federal Way Progressive Service Center 1: 340th Street & SR 99 2006 PM Peak With Project Conditions Lane Configuralionn5 - - :1••. '"*,3Jr_,_ ,„rT.�. r.F,-g+';•.. I �� � �•Y "1"t'� �Yr,�� �1� �, .ar: 141uifiea"�>�7.�'ik!,r5�',.��.<?Y;;,`;� .:!�3'.... :�' .�--�7>�::'��7.�5F;:;zk;;s• .'-�35� .,::�i'�. :s-s'r'�.-.-"1-�.,?; Adj. Flow (vph) 1 ((V'[ 13`•.'��.1 57 -10 820 1 - •552 15 1015 613 1 L�'r1eyG5oupiElpv���1J%fi�"r�;.�n>�(d�<,�6+�","`�;?Z'1'd�fii4�•`���``„x�1.r�(. Turn Type Perm Perm Free Prot Prot Pml0§Rna ess�r�i'd �mt1✓7n,:.._.u„w.-, >_.. 6..., ?f ?: , Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 M lmrlfrlrt�'?�On;i:� °.�� `^ w .t._�i01„:>'�.0✓-n Total Split (s) 28.0 28.0 0.0 28.0 28.0 0.0 15.0 41.0 0.0 51.0 77.0 +0.6 Lead/Lag Lead Lead Lag Lag �ead���?9i�Qplirittze;7��.','7AI����.��`�i-w''r:.��it.�"��'r-• '�� - Ye�'�, rYes`s�:. i� � �?Yes ':..�Yes' ... ., - RecallMode None None None None None Min None C-Max v/c1'Ralia�r �'�?-p+"v0-09n'"""•""`"-"�-0:45--067��,-0:42r"'•tOCd1' sl)54'�" .., -ram:...+s- ............:.... ..�.._,...�__ :-:0762� ?0:22'•? .,._-.......,,._ Control Delay 43.5 66.8 29.1 2.3 43.0 23.5 16.6 4.5 Queue De O Or r w:r'erU ; Ft ".0 0 r43.5 ,43.0 Total Delay 66.8 29.1 2.3 23.5 16.6 4.5 y (]u ue a Le, :vr�`✓r '�•""'�Y6�!_�„„`"''.�_ �.'.�. �'',..._;.. �4�r-,.,_a-r_3��,r,.Y, :.... Queue Length 95th (ft) 29 m87 143 67� m3 245 240 m99 I eFnelyL'In y ` ��;�.? 1 W" . a 9,6u T`: " 'd T 1r33 ; Turn Bay Length (fl) 400 e `" •,. - i1,f49 Starvation Cap Reductn 0 0 0 0 0 0 D 0 S010'c� aPiRe"duci _ .. _ t pr.,p. ..t0, 0 .. 0?:... Storage Cap Reductn 0 0 0 0 0 0 0 0 RxfiVWJr'q "o'�z } z: ACF`"1. `:rF:")Q��'2E! 1��Of54:: ,-•..,,,. `�i62`:r':0'�'2'::ar.W-.. m Volume for 951h percentile queue is metered by upstream signal. R.Iita and phases• 1- 34nth Street R CR 9q 1 t e8 � a5 f e6 M:\OS\05108 Federal Way Progressive\LOS\City of FW P03-05 PM-Prog_Proj.sy7 The Transpo Group Synchro 6 Report Timings c� 5/9/2005 64Vederal Way Progressive Service Center 1: 340th Street & SR 99 2006 PM Peak With Project Conditions Fit Protected 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 PF - - �'Qa1Ewrt:i.'i'iN _ Flt Permitted 0.50 0.75 1,00 1.00 0.95 1.00 0.95 1.00 t_VRer:!_sr a....i l-- sa3•s7?'+'SG.rrcwebGl7:+alrwYsiE-•tc�lc�,laa3 - erYexsax"AR`9+6C�ti'l.'-r-fwrslm�+�iauEeur. 7-'::n Adj. Flow (vph) 1 13 1 57 10 F OR f3edu�ctio.�i OR)' 4- j Lane Group Flow (vph) 0 14 0 57 29 o!Ya0Pk'.�'.C=.t4.:� Heavy Vehicles1%) 0% 0% •0% 2% 2% Turn 1.1 11.1 11.1 120.0 1.0 32.1 61.8 92.9 ... ,r., l) `�- lass•-c. 0 r .u....:.' 5.0 5.0 5.0 5.0 5.0 5.0 '5.0 2�`�{�riE�LR .�, �.bx����s�t.• �fO�S-tyw�tl�\�Q'�i�:.��.r 87 127 134 1452 15 924 1765 2724 Approach LOS D D C A er a a HCM Average Control Delay 23.1 HCM Level of Service C 5/9/2005 Federal Way Progressive Service Center 2: S 344 St & 16 AV S 2006 PM Peak With Project Conditions 91 54 823 65 113 1041 11 `tv4 -AA_A�t�`Yr� pm*pt pm+pl w Minimum Initial (s) 5.0 5.0 5.0 5.0 50 5.0 5.0 5.0 m. q�r s ';z...�''�;Y9'6�Q,�a 'x1�2- y`cGan'::�F6Yl"i . .:•P ';`�60^' ".r'`:;•y'r.,1;3ap ';`j,5;4;,._���`; - •52.0 Total Split (s) 26.0 26.0 0.0 21.0 470 60 21.0 52.0 0.0 21.0 0,0 �otaf��t�'�'/',�!% g:�r.i���r�i���"r@�A�jrwl�0�,r:3J:2p1;" •rn?.';:O�Q,�o"?yP�/k�%��433P%Na:0�,0,°� Yellow Time (s) 4.0 4.0 4.0 40 4.0 4.0 4.0 4.0 x Lead/Lag Lag Lag Lead Lead Lag Lead Lag ff 9rF! �.. , .. c rL� Yes Recall Mode None None None None None C-Min None C-Min Control Delay 52.3 37.6 23.1 6.7 15.7 7.9 18.5 Q�;gue'�-'„elaY�'t�`�'£�:=��s�,��.c .� �:\.5 ..�P� . .:2:, `�,:;, •;0_.ah:���.�^:'•�'`;=3z��91 Total Delay 52.3 37.6 23.1 6.7 15.7. 7.9 18.5 ��.5' _ Queue Length 95th (,ft) m#201 156 124 m22 m295 m60 512 9 eL�.a.��.ilc'v"�1.'itv�r�.'. �.2 � .. ,-F.�Rc`�✓u,��''-'a�,Tl•6 e".V.. . � ..._<n �r31 D, ., .�, . �' ..r. �713.. s p .. -• Turn Bay Length (ft) ascC 'r.en}y09 'i.1 5;z B. 3R._:,>(Jph}. Starvation Cap ReduclnJ 0 0 0 0 0 0 0~ lry Storage Cap Redvon 0 a 0 0 ❑ 0 0 7i,�,uc'eFfjS�:�i,r,�+a�.i.'��..�r�'i.'v:�-„r>-.7�a_:�9.�'2.`�.��::'i::��?f,Gi;•.�'05 '-s-t;.r.� y. be longer. rS.�?3 •��r,� - j. r a,-rwy:F.r:g�a,ti-..y„-...,,.�. .. ---':�i+ �.�. �Ti1:a.'1���;a•,rr,..,s,_:;, ..'��n.-..nn?s:.:.s�-`l m Volume for 95th percentile queue is metered by upstream signal Spfils and Phases. 2: S 344 S1 & 16 Av S li; '-� 1�9 Cyr'.:•, ....•• �L3 t SS'u`.' _ = -- _ _r MA05\05108 Federal Way Progressive\LOS\City of FW P03-05 PM-Prog_Proj.sy7 Synchro 6 Report M:\Ob\05108 Federal Way Progressive\LOS\City of FW P03-05 PM-Prog_Proj.sy7 Synchro 6 Report The Transpo Group HCM Signalized Intersection Capacity Analysis The Transpo Group Timings 5/9/2005 Federal Way Progressive Service Center 2: S 344 St & 16 Av S 2006 PM Peak With Project Conditions /* Lane Width 12 10 12 12 15 12 12 11 12 12 11 12 Mr 59, Total Lost time (s) 5.0 50 &0 50 •56 5.05.0 Frpb. ped/bikes 0.98 1.00 0.98 1.00 0.99 1.00 1.00 Said. Flow (prot) 1482 1850 1932 1726 32B3 1778 3430 Salcl. Flow (perml 1407 492 1932 $76 32a3 431 3480 V 20' 1100 a - Peak -hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 --T AM? "e2a 05HRUM RTOR Reduction (vplh)`o 39 0 0 35 0 0 4 0 0 0 0 Lr.ng,g 7rCu51% ffiffiV7 e?`7 p T 21�. _� Conti. Peds. (#/hr) 10 10 10 10 10 10 10 10 Turn Type Perm pm+pt pm,pt pm+pt Effective Green, g (s) 16.3 34.4 34.4 67.0 618 74.2 66.4 *Md Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Incremental Delay. :12 21.9 2.7 0.1 0.1 0.6 0.2 1.0 Level of Service E D G A 5 B A B 2 J Approach LOS E D B B -. M:\05\05108 Federal Way Progressive\LOSNCity of FVV P03-05 PM-Prog_Proj.sy7 Synchro 6 Report The Transpo Group HCM Signalized Intersection Capacity Analysis 5/9/2005 Federal Way Progressive Service Center 3: S 348th St & 16 Av S 2006 PM Peak With Project Conditions ---* , --* \,- - *-- 4\ t '* \,- 1 -1 m Valurne, for 135ih percentile queue Is metered by upstream signal Splits and Phases: 3: S 348th St & 16 Av S I TiM . V" a Iyo1'7 .8 M:\05\05108 Federal Way Progresslve\LMCity of FW P03-05 PM-Prog_Proj,sy7 Synchro 6 Report The Transpo Group Timings I 5/9/2005 Federal Way Progressive Service Center 5/9/2005 Federal Way Progressive Service Center 3: S 348th St & 16 Av S 2006 PM Peak With Project Conditions 4: 340th Street & Progressive Driveway 2006 PM Peak With Project Conditions lane Lonl:guranors 3 M4 in 77 TT F II tT* �eai7Flovr;(vphpl) 1* '7900 ;g0p. ' ,•JTA 1900 T'� i900 19l)Q'' ;1900 f90d1 10'n' .- i900' ;;1900 Lane Widlh 12 11 12 11 11 12 11 11 11 11 11 12 In Total Lost time (s) 5,0 5.0 5 0 5 0 5.0 5.0 5.6 5.0 5.0 Lane Elil',��F�Gto''' '11y00 ,09�""'0971`Oi9t1�""-'- _ ,0"97."'0�'95,1�O�dOi97 Frpb, ped/hikes 1,00 0, .99 1.00 0.99 1.00 1.0o 0.97 1.00 1A0 FI5§ d75MRI'<`-" "_1.00 ,0^r00; 7� -00... ^I?00 7177� 1�00: ;"1'00 9y; 00. .10 Frt 1.00 0.97 1.00 0.97 1.00 1.00 0.85 1.00 0.97 .,.:rf0i95m 1`00' Q,S.. ;00 ':yd.'_, " Sald. Flow (Prot) 1702 4563 3282 4650 3259 3387 1475 3319 3302 Peak -hour Tactpr, PHF 6:98 0.98 0-98 ' 6.9B 0.98 13.98 Q.98 0.98 0.98 0.98 9.98 0,99 RTOR Reduction (vph) 0 34 0 0 41 0 0 0 369 0 18 0 L°aneGroFM1l3$'tf�-`•"f=pAw'1>�`�.='?2i)6��s7f%3�1„v500_ .s�15Y 546v� 652 ".0. Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10 �.e', 1�P��{�� , :5°/ ...- ��°� 1,: �57a: ��`� �a�... -•�.n'`'•",,'•-•ra,.�' 2E/g, " 2�/0.; 3%ac;.:. 3Jo �, . ° 3% Bus BJocka 5 (Whr) 0 Q 1 1 4 0 4 0 p ❑ 1 44 ' i1�_iD',d�'+e.iW I "��?r�� " .,,w'.r •r'-rv::-���.+� r.�� •2 �"� Se=' ::Y:� Protected Phases 7 4 3 8 5 1 6 0o0 tl d. has'7:...«-:-:--.,-..__�..•':,r,r.--: o•. .. �+��`. - lr.T.�t...Ce'I_-•.l'1��f��'-,..C.��S's1�:-.5. Actuated Green, G (s) 7_a 30.8 3ti-0 53.2 12.1 21.4 21.4 18.0 27.3 �tf'"acPcv°r��s'reea!:oifs�"-- "t$+�3b.ri��'r,-F�:•I��ki�7rm7a'�R�&tom"_"=?"�'1�Ey7:"��2,7Sifi7�s �2;i?�.3 Co. 1 M:\05\05108 Federal Way Progressive\LOS\City of FW P03-05 PM-Prog Proj.sy7 Synchro 6 Report The Transpo Group HCM Signalized Intersection Capacity Analysis 87rGGp(sc�`., ,. F[ee IX Free P ' Grade Q9fo 0% 0% Peak hour Factor 0,95 0.95.83' 0,95 0.95 0.95 HoUSIy . MPki)' 03 Pedestrians 10 10 10 22 0,. Walking Speed (ft/s) 4.0 4.0 4.0 Right turn flare (veh) Median storage veh) pX, platoon unblocked vC1, stage 1 conf vol v.G2 stager2 ebnf vole ...5; np -3.,. .-.,. ..,... ._ .... - vCu, unblocked vol 10 45 20 tC, 2 stage (s) Y p0 queue free Y► +5p B9• _ 1�00e 98 Y!•'!����`�-•'':�..11':3i1�,.�'Ti. ,�R�.'�A�.���•. .•'�;ra.._. _a;5±e �• .._... ..... _. ... ...... ..._. .._.;s Volume Left 0 y13 0 a!:pEurllBtBictll iaOMSXRP .; ;!rvLF.,;.ae r!,,,. .... •..5-a. .. .,,u,..,.. �v' cSH �1700 1609 1046 1�`� �n a a '- 'Tt-• ,F :4, •'ir�i_ :3 :=• ;',-:r,.,a �_f<�•3:�,rr, ,aa.,c. .. ;..,yra �r�t.._r' _.�.... .. 9ZM':.i��:.. �,..�£CY�1nt�..fhh;•>::2i;_.,w, r..,..ia"'A�.."T.��_S.i..Wr;f4'i.1;F�:.':�:.F.:'i'iA'.a.L::UY.ti,iF7.;iy Queue Length 95th (ft) 0 1 1 NMAR�) •7��.."+ � a0,c 2?ti.,'+4�. 3 .4-v 1v;; rwrA't:=1x.,ea'7..: ;;a."ray of : ` ;.s'ta'.'.,a a" :,5v3.:..�'i,i;:" ?��'„i:_,r-.,, ti arirnn?i Leanne LOS x ,{� A A yin �^Yi�xi�����41:r��K^.'SQe�&�=.rosoY�l�F,�r.��!.�`A?„-?'e!+i�°a�'s'�r14n�'�,�. �C`•«�S%i.�,ar':cr>:,:��t�`+?air7;.-�"%=' Approach LOS A J L 2 M:\05\05108 Federal Way Progressive\LOS\City of FW P03-05 PM-Prog_Proj.sy7 Synchro 6 Report The Transpo Group HCM Unsignalized Intersection Capacity Analysis 5/11/2005 1: 340th Street & SR 99 Federal Way Progressive Service Center 2011 PM Peak With Project Conditions --.*— l l — t ', 1 P �► 1 d Lane Configurations wTR yr:• ,,.-... ,.,.: ... xnc;i8 0'<. f� a»3 '':atCa5'::8 4.�°' � - -� 0 Adj. Flow (vph) 1 $3 1 57y 10 887 1 603 21 11098 670 1 l ` �F( Jf(vpii•]y .. -. .^ ,. •... _ • 7 `'y8;5I § M a Qt t; tb98".'••, Turn Type Perm Perm_ Free Prot Prot P�q�N a MJJi d%. +:� � ��. r � r .. :8.,, -�'5 r _: ;y f - -_-iw'• - s y8 _ 2`•_'P Permitted Phases 4 Free : or`,,:�5��''rts.�r,.� e_.� ���i;�`+•.i�.i'� :!7.:-,_,.,, •i ., �.c.srsc:`�.` .i Minimum Initial (s) 5,0 510 5.0 5.0 5.0 5.0 5.0 5.0 IN UIZON10. Total Split (s) 28.0 2$.0 Q.0 28-0 28.D 0.0i5.4 61.0 0.0 51.0 77.0 D.D I'd To, Yellow Time (s) None None 43,3 1 m Volume for 95th percentile queue is mete Amite anti Ph—.- 1 • Zdnth Qt—.t R. QP 00 m4 1 01 v2 e4 15alwappis ,'.ice- lF•- rr'2l'• .• N 08 t as l of M:\05\05108 Federal Way Progresslve\LOS\2011 City of FW P03-05 PM-Prog_Proj.sy7 Synchro 6 Report The Transpo Group Timings 5/11/2005 Federal Way Progressive Service Center 1: 340th Street & SR 99 2011 PM Peak With Project Conditions --*, 7 4---— 4-4� 1 P \,► 1 d M:\05\05108 Federal Way Progressive\LOS\2011 City of FW P03-05 PM-Prog_Proj.sy7 Synchro 6 Report The Transpo Group HCM Signalized Intersection Capacity Analysis Appendix D: Trip Generation Counts W. Canino Rd. at Progressive In,sirrance Co. DrivewaylDriueway April 13, 2004 Turning Movement Count From North From East From South From West Driveway W. Canino Rd. Progressive Ins. Drive W. Canino Rd. Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds 16:00 0 0 0 0 0 50 0 0 4 0 0 0 1 89 4 0 16:15 0 0 2 0 0 51 0 0 4 0 2 0 0 93 6 0 16:30 0 0 1 0 2 38 4 0 8 0 2 0 1 97 2 0 1 16:45 0 1 0 2 0 1 59 1 0 1 0 3 0 0 94 7 0 Hr. Total 0 0 5 0 3 198 5 0 I7 U 7 0 2 373 19 0 II �OOO�mO�©��001�i'CIa�O ®0�00�m0�©©000l�i®0 Hr. Total 0 0 2 0 U 284 l U 11 U 2 U 1 382 3 U Gr. Total 0 0 7 0 1 3 482 6 0 28 0 9 0 3 1 755 22 0 % of Tot. 0% 0% 1% 0% 0% 37% 0% 0% 2% 1 0% 1 1% 1 R. 09/6 57% 2% 0% Apprch% 1% 37% 3% 59% % of Apprch 0% 0% l00% 0% 1% 98% 1% 0% 76% 0% 24% 0% 0% 97% 3% 0% QUALITY COUNTS, INC DATA COLLECTION & ANALYSIS PROGRESSIVE INSURANCE 214-349-4861 1405 AVE T WEST DRIVEWAY MILD Sauftound Westbound I Northbound Start Time Left Thru Right Peds App. Lzft Thru Right Peels ` P-P Len Thru Right Peels Factor 1.0 1.0 1.0 1.0 1.4 1.0 1.0 1.0 To(al i.0 l.p 1.0 1.0 16:00 2 0 3 0 5 0 21 1 0 22 0 0 0 0 16:15 16:30 1 0 0 0 t 0 2 0 10 1 0 11 0 p 0 0 16,43 1 0 5 0 0 0 5 0 19 1 0 20 0 0 0 0 Taal 4 0 9 7 1 13 0 0 15 6S 0 0 16 0 0 0 0 3 0 PiS 0 0 D 0 17:OD 17:15 0 0 0 1 2 0 2 0 26 0 0 26 0 0 0 0 17.30 0 0 0 1 0 0 1 0 16 1 0 17 0 0 0 0 PAS 0 0 1 0 1 1 0 0 14 0 0 14 0 0 0 0 Total 0 ] 1 0 5 0 5 61 0 i 0 S 0 0 0 0 U 67 0 0 0 [ Grind Total App cb % 4 22.2 ] 5.6 13 72? 0 0.0 18 I j 0 126 4 0 l70 0 0 0 Total % 2.0 0.5 6.6 0.0 9.2 0.0 0.0 96.9 64.3 3.1 2.0 0.0 .0 00 0.0 0.0 0.0 0.0 66.3 0.0 D.0 0_D 0.0 File Name : 1405 AVE T Site Code .00000001 Start Date : 04/12/2005 Page No : 1 Eastbound PP' �ta1 i ,ft Thm Right Pads I App. Total Inl. ToWI l.0 1.0 1.0 1.0 0 2 s 0 0 7 34 0 1 4 0 0 5 18 0 1 6 0 0 7 32 0 1 2 0 0 3 try 0 5 17 0 0 22, 103 0 1 6 0 0 7 35 0 3 1 0 0 4 22 0 5 3 0 0 g 23 0 2 3 0 0 7 13 0 I1 15 0 -626 93 0: 16 32 0 0 48 196 33.3 66,7 0.0 0.0 0.0 . 8.2 16.3 0.0 0.0 24.5 QUALITY COUNTS, INC DATA COLLECTION & ANALYSIS PROGRESSIVE INSURANCE 214-349-4861 File Name : 1405 AVE T 1405 AVE T Site Code : 0000000/ EAST DRIVEWAY Start Date : 04/12/2005 MILD Page No ; 1 5outhbound Westbound Northbound Eastbound Start TiTw Left Thru Rightt��AppLeft TFru Right Prds Pteal Left Thty Righl Peds App-La11Tt.Ragh!PedsDPP• Factor 1.0 1.0 1.01.0 1.0 1.0 1 1.01 1.01 1.0 1,6-1--Iol Total 1.01 1.0 1.0 1.0 Total Total 16.00 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 ❑ 1 Total 0 0 0 0 01 0 0 1 0 I 0 R 0 0 0 1 0 0 0 0 0 1 17:00 0 17:15 0 0 0 0 0 0 0 0 0, 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1 0 0 1 0 1; 0 0 0 0 0� 17.45 0 0 0 0 01 0 0 0 0 0 0 0 0 0 0 Tuul 0 0 0 0 0 j 0 0 1 u 1 0 0 0 0 0 1 2 0 0 0 j 3 Grand Total 0 Apprch % 0.0 0 0.0 0 0.0 0 0.0 0� 0 0.0 0 0.0 2 0 2 4 0 100.0 0.0 0 0 0 01 2 0 0 0 2 a I Total % 0.0 0.0 0.0 0.0 0.0 0.0 '0.0 00 50:0 0.0 50.0 j 0.0 0.0 0.0 0.0 0.0 0.0 0.0 f 0.0 L00.0 50.0 0.0 0.0 0.0 0.0 0.0 0.0 1 50.0 A Page 1 of 1 SaradyLong - Re: Federal WayPragressive - SR 99 and 16th Ave S From: Sarady Long To: Kevin Collins; Monica Adams Date: 1/13/2006 8:45 AM Subject: Re: Federal Way Progressive - SR 99 and 16th Ave S CC: Ken Miller; Kevin Peterson Kevin, I spoke with Rick and we're okay with relocate the bus stop to the far side (south leg) with in -line stop. I think the bus will utilize the extra 9' shoulder as a bus pullout. Call me if you have questions on this issue. Sarady >>> "Kevin Collins" <KevinC@TheTranspoGroup.com> 1/12/2006 2:12 PM >>> Sarady, Attached is a pdf showing the pavement width of the recently constructed City improvement north of the intersection at 36ft from centerline to face of curb. The City's preapplication comments for this project requested 45ft from centerline to face of curb along our site frontage. As we discussed earlier, the curbs won't be consistent.from the north side of the intersection to the south side. What are you thoughts? Sarady and Monica, I've also noted the location of the existing near -side in -line stop on SR 99 (north of the intersection). We are moving the stop to the far -side of the intersection. Is there a preference whether this stop is in -line or a turnout? We would prefer an in -line stop if we have a vote. Your prompt attention to both of these issues is very much appreciated. We are trying to resubmit to the City for review tomorrow if possible. Thanks Kevin R. Collins, P.E. I Senior Transportation Engineer The Transpo Group, Inc. wvrw.Oletranspogroup.com 11730 118th Avenue NE, Suite 600 Kirkland, WA 98034 Office: 425.821.3665 Mobile: 425.466,4347 Fax: 425.825.8434 Email: kevinc@thetranspogroup.cam Kirkland I Boise 11 -2,��� , ,-A a � LQ � � f S � o f e c e e g c e 9 e it ,l 1 9 _ fay �� — — I,JI Il ll � — •_ � ~ - �—����- II n'Ir II r a Q-= a _ lif ❑U OP PP Page 1 of 2 Sarady Long - RE: Federal Way Progressive - SR 99 and .16th Ave S From: Sarady Long To: Kevin Collins Subject: RE: Federal Way Progressive - SR 99 and 16th Ave S CC: Ken Miller; Kevin Peterson; Monica Adams Kevin, As pervious stated, our preference is to have the bus stop on the far -side (south of the intersection) with in -line stop. By relocating to the far -side, you would need to construct additional improvements along the frontage on SR 99 to meet Pierce Transit requirements as outlined by Monica. If you prefer to have the bus stop at its current location we have no objection. Call me if you have questions on this issue. Sarady >>> "Kevin Collins" <KevinC@TheTranspoGroup.com> 1/13/2006 1:17 PM >>> Monica, How far south of the intersection would Pierce Transit like the bus stop and pad? Kevin From: Monica Adams[mailto:MAdams@piercetransit.org] Sent: Thursday, January 12, 2006 2:39 PM To: Sarady.Long@cityoffederalway.com; Kevin Collins Subject: Re: Federal Way Progressive - SR 99 and 16th Ave S Pierce Transit typically prefers in -lane stops as well. But a farside pullout is acceptable to us. WSDOT prefers pullouts. Being that this is on a State Route within the City limits, I assume the decision will be made by the City. Please keep me informed. Thanks. -Monica Monica Adams, Planner II Construction Projects Technology and Transit Development 253.581.8130 253.581.8075 fx >>> "Kevin Collins" <KevinC@TheTranspoGroup.com> 1/12/2006 2:12 PM >>> Sarady, Attached is a pdf showing the pavement width of the recently constructed City improvement north of the intersection at 36ft from centerline to face of curb. The City's preapplication comments for this project requested 45ft from centerline to face of curb along our site frontage. As we discussed earlier, the curbs won't be consistent from the north side of the intersection to the south side. What are you thoughts? Sarady and Monica, I've also noted the location of the existing near -side in -line stop on SR 99 (north of the intersection). We are moving the stop to the far -side of the intersection. Is there a preference whether this stop is in -line or a turnout? Page I of 2 Saradi, Long - 1"14': Filderaf JVW, 11rngressive - action itenu from todq.V s meeting From: "Kevin Collins" <KevinC@TheTranspoGroup.com> To: "Sarady Long" <Sarady.Long@cityoffederalway.com> Date: 11/16/2005 6:22 PM Subject: FW: Federal Way Progressive - action items from today's meeting CC: "Maryanne Zukowski" <Maryanne.Zukowski@cityoffederalway.com>, "Don Hill" <dhillATriadAssoc.com>, "Todd Hamula" <THamulapzarembagroup;com> Sarady, I inadvertently left you off of the original email list. Please see below for a list of action item from today's meeting. Thanks. Kevin From: Kevin Collins Sent: Wednesday, November 16, 2005 6:21 PM To: Maryanne Zukowski; 'Nguyen, Binh'; Roberts, Rick; Todd Hamula'; 'Don Hill' Cc: 'Palisoc, Felixberto'; Tasha Atchison; Julia Busby Subject: Federal Way Progressive - action items from today's meeting All, Thank you for meeting today to review the comments for this project. The clarification provided around a number of the comments will allow us to move forward with revisions to the plan set and hopefully reduce the number of comments with the next round of review. From my notes, I've identified the following action items. City . Provide electronic and hardcopy plans of the recently completed improvements on SR 99 to Transpo and Triad. This information will be incorporated into our basemapping. • Provide boiler plate specs to Transpo (I received them this afternoon from Maryanne). • Provide other information related to access classification and posted speeds to Transpo (I received this information this afternoon from Maryanne). WSDOT ■ Provide updated signature block to Transpo (I received this from Binh this afternoon). Triad Provide 340th and 16th centerlines to Transpo. The 16th centerline will be pulled from the drawings that the City is sending to Transpo and Triad. Transpo Coordinate bus stop relocation with Pierce Transit. Conduct a field visit to verify recent improvements at the intersection, verify existing u-turn signage at adjacent intersections, verify the width of existing gore area striping near the intersection, and verify lane - use signage and channelization on 16th that will be modified with the revision of the lane usage from left and through -right to through -left and right. Set up a meeting with Sarady to discuss illumination at and around the intersection. Coordinate design revisions with Triad. Revise plans per comments and clarification provided at the meeting today. f e c e e 9 c e g e 1� � IN�II 1P�U tl5ii � boor. � 1a19 Yftl 1f1'U �Lf:k 1V�d 10�F 181+tl � Yi+A YI�B � � Y{'�I 4f 469 33325 Eighth Avenue South PO Box 9718 CITY OF Federal Way WA 98083-9718 253-835-7000; Fax 253-835-2609 Federal Way www.choffederalway.com WILL CALL Item(s) .Will Be Held For Two Weeks Date: i f z To: lu- t cAo s po C; Y-Gu Via: Company: (Courier Service, UPS, Other Third Party) c-- C Staff: Extension: Type of Item: Item For: 6Fick Up ❑ Signature ❑ Other Fee? ❑ YES* A� NO *(If yes, please attach fee schedule; do not calculate tax.) Initials: Up By: Date: //— Your Item Is Being Returned To You For Non Pick Up Date: KACD Administration Files\Will Cell Sheetdoc -- -- ----- -- _04 I 14 1 --1Z 16 4 4 4 19" 4 1 & 14 1111 a C 4 460 lu Page 1 of 2 Sar a€y Long, - % H F e(leral i$ aY ProgP€'.5:sive - action Items / om t(1d(1;''s meeting From: "Kevin Collins" <KevmC@TheTranspoGroup.com> To: "Sarady Long" <Sarady.Long crcityoffederalway.com> Date: 11/16/2005 6:22 PM Subject: FW: Federal Way Progressive - action items from today's meeting CC: "Maryanne Zukowski" <Maryanne.Zukowski@cityoffederalway.com>, "Don Hill" <dhill@TriadAssoc.com>, "Todd Hamula" <THamula@zarembagroup.com> Sarady, I inadvertently left you off of the original email list. Please see below for a list of action item from today's meeting. Thanks. Kevin From: Kevin Collins Sent: Wednesday, November 16, 2005 6:21 PM To: Maryanne Zukowski; 'Nguyen, Binh'; Roberts, Rick; Todd Hamula'; 'Don Hill' Cc: 'Palisoc, Felixberto'; Tasha Atchison; Julia Busby Subject: Federal Way Progressive - action items from today's meeting All, Thank you for meeting today to review the comments for this project. The clarification provided around a number of the comments will allow us to move forward with revisions to the plan set and hopefully reduce the number of comments with the next round of review. From my notes, I've identified the following action items. City • Provide electronic and hardcopy plans of the recently completed improvements on SR 99 to Transpo and Triad. This information will be incorporated into our basemapping. • Provide boiler plate specs to Transpo (I received them this afternoon from Maryanne). • Provide other information related to access classification and posted speeds to Transpo (I received this information this afternoon from Maryanne). WSDOT a Provide updated signature block to Transpo (I received this from Binh this afternoon). Triad Provide 340th and 16th centerlines to Transpo. The 16th centerline will be pulled from the drawings that the City is sending to Transpo and Triad. Transpo • Coordinate bus stop relocation with Pierce Transit. • Conduct a field visit to verify recent improvements at the intersection, verify existing u-turn signage at adjacent intersections, verify the width of existing gore area striping near the intersection, and verify lane - use signage and channelization on 16th that will be modified with the revision of the lane usage from left and through -right to through -left and right. Set up a meeting with Sarady to discuss illumination at and around the intersection. • Coordinate design revisions with Triad. • Revise plans per comments and clarification provided at the meeting today. f e c e e 9 c e g e AML � Washington State VIPF Department of Transportation Douglas B. MacDonald Secretary of Transportation REG-iV'D August 1, 2005 t Ht- i I�kitiSF't .' KtJLIN Kevin Collins The Transpo Group 11730 118`h Avenue NE, Suite 600 Kirkland, WA 98034-7120 Subject: SR 99 MP 8.65 JA 5517 Federal Way Progressive Storage Facility Channelization Plan Review Comments #2 Dear Mr. Collins: Northwest Region 15700 Dayton Avenue North P.O. Box 330310 Seattle, WA 98133-9710 206-440-4000 TTY: 1-800-833-6388 www.wsdot.wa.gov The Washington State Department of Transportation (WSDOT) has reviewed the channelization plan for this project, which was submitted on June 17, 2005 and we offer the following comments: Traffic: 1. General Notes: a) SR 99 Highway Classification should be "Urban -Principal Arterial"' b) Provide design speed for 16`h Ave S and S. 340" St. c) Provide ADT for SR 99 and 161h Ave S �,JI• FeA W5W r d) Provide Access Control 2. Use spaces between Section, Township, and Range. ✓ 3. Increase the font size for the stations, and clearly show the station tick marks. 4. Provide centerlines with stations for S 340`h St and 161h Ave S. ;/ 5. Provide intersection callouts with intersecting angles and stations. 6. Previous comment #2 (dated Oct 7, 2004), include plan submittal date to the Title`/ Block, has not been address as stated. The Title Block format should be: SR99 MP 8.65 SR 99 FEDERAL WAY PROGRESSIVE S 340TH ST INTERSECTION KING COUNTY MON YEAR CHANNELIZATION PLAN August 1, 2005 SR 99 (Federal Way Progressive Storage Facility) Page 2 of 3 8. There is a large lane offset of the through movements between S 3401h St and 161h 4- Ave S. This does not meet DM requirements and will require a deviation if it C It V;r� en G✓ cannot be fixed. y �r 9. For enhanced signal operation and safety, and as well as design consistency, please consider a SB far side bus pullout instead of the current near side in -line stop. v f 1 0. The NW quadrant sidewalk is not clearly delineated. There is no ramp shown to Goss S 340th St_ Please fix. soar 11. Provide a 15:1 taper (minimum) for the SR 99 NBLT lane as the current proposal is only 6:1. The design should be similar to DM Figure 910-1Ob. However, instead of providing the 50' gap between the end of the 15:1 taper to the beginning of the island, the physical painted island can be striped 50' from the beginning of the island's taper. The island's taper starts as early as 12' lane opening is provided. f�. See figure below for details: .r„ ._......... ................. -- .._..__................. ....... ..... .... �.._..�.. .«........«-...--.. .--..-_. € 24' 12' (LT storage) C: 15:1 tape 12' 12' R tp , l E '50'_' direction of travel 9,A NTS i_....._... .. ,.._..,_..__..r._, ......__.... ........... ........... _......... .... .... .................................. 12. Clearly show existing and the proposed features as the current plan does not show the differences between the existing and proposed elements. Please use half -tone for existing features. Where proposed and existing overlap, show only proposed. V 13. Response to previous comment #16 reads: "The base maps reflect channelization that is currently constructed on SR 99 at the project location on the north leg of the ) intersection by a different project." For better visualization of the existing elements, please provide a copy of the chan plan for the mentioned project. 14. Provide Begin and End Project callouts with stations. ✓ 16. Per latest development, please revise the pavement lettering "TRANSIT ONLY" to "BUS ONLY" on plan and Channelization Notes #10.�� e7. Provide dimension to the lane and median on SR 99 where the NB left turn taper starts. AS. Provide begin and end stations and offsets for all channelization tapers and stripes (lanes, shoulders, sidewalks...), per Chan Plan Checklist. C \Felix DevServ\FederolWay\Storage_Progressive\ToTranspoGroup_ ChanCommenls2.doc August 1, 2005 SR 99 (Federal Way Progressive Storage Facility) Page 3 of 3 EP 19. Provide a stop line at 161h Ave S; should be 4' min from the crosswalk line. 20. Change line style for the proposed R/W lines. The existing R/W line should be removed if it is being proposed to change (16+50 — 19+85 LT). 21. Please ensure that the south leg crosswalk lines up with the ADA ramps. 22. Since S 340th St will'be constructed for vehicles to access the Storage Facility, will SU vehicle sufficient for a Design Vehicle. We envision that larger trucks such as WB40 will be using the facility. Please check and revise the design if necessary. 23. Callout at stations 17+77.00 and 18+85.5 are very confusing and incorrect. Consider providing only the Begin and End callouts for the painted island. Detailed callouts of the island can be shown on the Detail A. 2 . Move the stop line for the NB SR99 left turn closer to the intersection as long as it is not interfering with the LT movement from 16"' Ave S. -.^- 26. Provide ending treatment for the sidewalk at — STA 20+25, 90' RT. 2 Unknown crosshatch area shown at 21+50 LT and unknown patterns (aggregate? bituminous? plants?) shown along the east side of 16th Ave S and triangle near the bus pullout. Please include them in the legend or delete them if unnecessary to show. Siznin2• For future reference when the new MUTCD is adopted, the text height for overhead signs will be 12". For inquiries to above comments, please call Rick Roberts at 206-440-4352 or Binh Nguyen at 206-440-4362. If you have any questions, or require additional information, please contact Felix Palisoc of our Developer Services section at 206-440-4713, or via e-mail at pa l i so f a?%,v'sdot.wa.go. S' erely, V:'- Ramin Pazooki SnoKing Area Planning and Operations Manager RP: fsp CC. Day & Project Files R. Roberts / D. Sims, MS 120 C \Felix DevServ\FederalWay\Storage_Progressive\ToTranspoGroup ChanComments2 doc ,t�CfZt Cx• 1�-.t--y e �I�t...�. - �vtit�•5 t The Transpo Group Letter of Transmittal To: 5a,rady Long Date: June 17, 2005 City of Federal Way From: Kevin Collins 33325 Sth Ave S Job # : 05108.00 Federal Way, WA 98063-9718 Re: Federal Way Progressive (253) 835-2743 Transmitted By. ❑ Fax ® Courier ❑ Mail ❑ Delivery These are transmitted as checked below. ❑ As requested ❑ For your use ❑ For approval ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections Remarks: cc: WSDOT Zaremba Group Triad Associates ❑ Transmittal Only ❑ Transmittal Only ❑ Transmittal Only ❑ Transmittal Only Signed: If enclosures are not as noted, please notify us at once ® For review & comment 11730 1 18`1Avenue NE Suite 600 Kirkland, WA 98034-7120 425.821 .3665 Fax: 425.825.8434 June 17, 2005 Sarady Long City of Federal Way, Department of Public Works 33325 8`h Ave S Federal Way, WA 98063-9718 SUBJECT: FEDERAL WAY PROGRESSIVE SR 99/SOUTH 340TH STREET PLANS FOR REVIEW Dear Mr. Long: TG: 05108.00 Attached for review are channelization and traffic signal plan sheets T Cl, T CH1, and T-TS1 through T-TS5, as well as supporting information, for improvements to the SR 99/South 34& Street intersection associated with the Federal Way Progressive project. The plans have been revised to reflect comments from the City of Federal Way letter dated March 22, 2005 and the WSDOT comment letter dated October 7, 2004. The following are Transpo's responses to the comments: Comment # 1: "Install east -west crosswalk on the south leg of the intersection per FW Standard Plan 3-20. Install pedestrian head and push button appropriately." Response: Revised as requested. See sheet T-CH1. Comment # 2: "Shift northbound left -turn lane on SR 99 to the inside lane so it will line up with the north leg." Response: Revised as requested. See sheet T-CH1. Comment # 3: "Convert east leg to left and thru plus right turn lane" Response: Revised as requested. See sheet T-CH1. Comment # 4: "Remove existing street name signs and install new signs on 16`h Ave S/S340th Street. Please sere marked up." Response: Revised as requested. See sheet T-TS1. Comment 5: "Provide 2' overhang over face of curb for streetlight." Response: Revised as requested. Comment # 6: "Please verify conduits size and verify 26% maximum conductor fill for new signal and up to 40% fill area for existing conduits." Response: Conduit and junction box sizes have been verified. The Transpo Group Inc. 11730 118th Avenue N.E., Suite 600 Kirkland, WA 98034-7120 425/821-3665 Fax: 425/825-8434 June 17, 2005 Mr. Sarady Long Page 2 The Iranspo Group Comment # 7: "All pavement markings shall be per FW Standard Plan 3-14, 18 and 19. Please see attachement " Response: Revised as requested. See sheet T-CFI1. Comment # 8: "All signal heads shall be LED." Response: Revised as requested. See General Notes on sheet T-TS1. Please review the attached information for compliance with City of Federal Way standards and return any comments to me. If you have any questions regarding this letter or the attached information, please contact me at 425.821.3665. Thank you for your assistance. Sincerely, The Transpo Group, Inc. ,�� / /c- zir Kevin R. Collins, P.E. Senior Transportation Engineer KRC/bmb Attachments: City of Federal Way Comment Letter WSDOT Comment Letter WSDOT Response Letter WSDOT Channelization Plan Checklist Vehicle Turning Templates Traffic Signal Clearance Calculations Light Level Calculations Circuit Layout Line Loss Calaculations Breaker Sizing Calculations M:\05\05108 Federal Way Progressive\Wp\City Signal response.doc ATTACHMENT CITY OF FEDERAL WAY COMMENT LETTER MEMORANDUM Public Works Department DATE: March 22, 2005 TO: FROM: Sarady Long SUBJECT: FEDERAL WAY STORAGE BUILDING A - (04-102841-00-CO) 34001 PACIFIC HWY S Based on my preliminary review, traffic division has the following major technical comments on the proposed signal at 16`h Ave S/SR 99. Please note, staff has not review signal pole chart. 1. Install east -west crosswalk on the south leg of the intersection per FW Standard Plan 3-20. Install pedestrian head and push button appropriately. 2. Shift northbound left -turn lane on SR 99 to the inside lane so it will line up with north leg. 3. Convert east leg to left and thru plus right turn lane 4. Remove existing street name signs and install new signs on 16`h Ave S/S 340`' Street. Please see marked up. 5. Provide 2' overhang over face of curb for streetlight. 6. Please verify conduits size and verify 26% maximum conductor fill for new signal and up to 40% fill area for existing conduits. 7. All pavement markings shall be per FW Standard Plan 3-17, 18 and 19. Please see attachment. 8. All signal heads shall be LED L:\CSDC\DOCS\SAVE\9976066067.DOC ATTACHMENT WSDOT COMMENT LETTER 04- }��) VNWashington State IF Department of Transportation Douglas B. MacDonald Secretary of Transportation October 7, 2004 Barbara Stacke, Project Engineer Triad Associates 11814 115th Avenue NE Kirkland, WA 98034-6923 Subject: SR 99, Milepost 8.65 Federal Way Storage Facility Kossert Mini Storage Dear Barbara: Northwest Region 15700 Dayton Avenue North P.O. Box 330310 Seattle, WA 98133-9710 206-440-4000 TTY: 1-800-833-6388 www.wsdot.wa.gov WSDOT has review the Channelization Plans as submitted for the subject project at the subject location and offer the following comments. Comments 1. Please refer to the Northwest Region Checklist for Channelization Plans (attached). Very few of our requirements for a channelization plan submittal were met. 2. Need the date, September 2004, in the Title Block (See Channelization Plan Checklist). 3. Need to show the Section, Township, and Range (See Channelization Plan Checklist). 4. Please state design vehicle and design matrix (Matrix Line 5-14) in the notes section. Please note that if lane or shoulder widths cannot be met, then deviations will be needed. 5. The striping removals do not need to be called out. They just make the channelization plan more difficult to read. Please remove them. 6. Need to include right of way lines (See Channelization Plan Checklist). Name: SR 99, Milepost Project: Federal Storage 11 acility Date: October 7, 2004 Page 2 7. The scale shown is 1"=20'. If this is correct, then the 100' stations are actual 50' Please correct. Also, the stationing markings fade out at Station 22+50. Please continue the stationing until the end of the project limits. 8. A curve table is needed showing the horizontal alignment of SR 99 (See Chan Plan Checklist). A separate table is not needed for the island curve details. Also, what is curve 2? 9. Widths of thru lanes and turn lanes are shown. Please show shoulder widths as well (See Channelization Plan Checklist). 10. Call out the storage length of the NBLT pocket (See Channelization Plan Checklist). 11. The modification in. the median nosing on the south leg of SR 99 is mostly unneeded. The median nose does not need to coincide with the new NB stop bar. In fact, as a rule, stop bars should always be visually offset from island corners. We suggest that you narrow the median by 12', as shown, and replace that eastern tangent section of the median with a gentle circular are to support the NBLT path. The resulting shape will look like on off -center bullet. 12. Need to show the corner radii for all sections of the intersection (See Channelization Plan Checklist). Left turn radii need to also be shown. Opposing lefts need a 4' clearance. If that cannot be met, a deviation will be needed. 13. Typical section does not show the offset between the traveled way and curbing (See Channelization Plan Checklist). Please provide required shy distance. The gutter pan cannot be included in the 11-foot dimension for effective lane width. It may only be included as part of required shy distance. Also, the typical section shows sidewalk, thru, turn, left turn, and CL. The "turn" should probably be «tom„ 14. Do not need to label SR 161. SR 161 ends further south at SR 18. Please show directional information for this leg as well. 15. The channelization for S. 3401h St is not shown (lane and shoulder widths, turn pockets, radii, etc.) You must provide a 2' shy distance between the curb and edge of traveled way. Please also provide aii Autotum drawing for the SBRT onto S. 340th St. Will S. 340th St be a public or private road? 16. It's unclear if some modifications will be made to the dual SBLT lanes. All pavement markings north of the intersection are faded gray, yet the striping shown Name: SR 99, Milepo; )5 Project: Federal Storage racility Date: October 7, 2004 Page 3 does not match existing. Also, the stop bar for the dual SBLT should be adjusted so that both lanes stop at the same position. A shared stop bar location helps to reinforce the common signal phasing. It looks you are introducing reverse curves in the SB dual LT lanes between Station 24 and 26. And yet there are no call - outs, and no curve information. Actually the whole channelization design (with new modifications) appears to be unlabeled north of the 16°h Ave intersection. Please clarify what changes are being made and what exists. 17. Please label the NB far side transit stop. Please refer to attached striping details. 18. Utilize thermoplastic type A for all proposed pavement lines such as wide lines, solid gore lines, etc., following Standard Specifications 9-34.3 (1). These pavement markings should be applied following Standard Specifications 8-22. We require stop bars to only be 18", your plan sheet shows 24". Any particular reason for using the larger 24" stop bar? 19. Utilize MMA flat type D for all proposed pavement markings such as crosswalk lines, stop lines, traffic arrows, etc., following Standard Specifications 9-34.3 (4). These pavement markings should be applied following Standard Plans H-5C (attached). For inquires pertaining to the above comments please contact Wasim Khan or Rick Roberts at 206-440-4357 and 206-440-4352 respectively. To minimize the number of revision iterations, we highly recommend a meeting with WSDOT staff if there are any design issues that needs clarification. If you have any questions, or require additional information please contact John Lefotu of our Development Services section by phone at 206-440-4713, or via e-mail at lefotui @wsdot. wa.gov. Sincerely, Ramin Pazooki King Area Planning and Operations Manager JL: jl cc: Rick Roberts/Wasim Khan, King Area Traffic MS 120 ATTACHMENT WSDOT RESPONSE LETTER June 17, 2005 John Sutherland Washington State Department of Transportation (WSDOT) Developer Services 15700 Dayton Avenue North, MS-122 Seattle, WA 98133-9710 SUBJECT: FEDERAL WAY PROGRESSIVE SR 99 MILEPOST 8.65 CHANNELIZATION PLAN FOR REVIEW Dear Mr. Sutherland: TG: 05108.00 Attached for review is channelization plan sheet T-C HI, as well as supporting information, for improvements to the SR 991South 340`' Street intersection associated with the Federal Way Progressive project. The plan has been revised to reflect comments from the WSDOT comment letter dated October 7, 2004 and the City of Federal Way comment letter dated March 22, 2005. The following are Transpo's responses to the comments: Comment # 1: "Please refer to the Northwest Region Checklist for Channelization Plans (attached. Very few of our requirements for a channelization plan submittal were met." Response: The channelization plan (sheet T-CH1) has been revised to include all elements of the Channelization Plan Checklist (attached. Comment # 2: "Need the date, September 2004, in the Title Block (see Channelization Plan Checklist)." Respns: The plan submittal date has been included in the titleblock. Comment # 3: "Need to show the Section, Township, and Range ,(see Channelization Plan Checklist).,, Response: The Section, Township, and Range have been added to the plan sheets. Comment # 4: "Please state design vehicle and design matrix (Matrix Line 5-14) in the notes section. Please note that if lane or shoulder widths cannot be met, then deviations will be needed." Res some: The design vehicle and design matrix have been added to the General Notes on sheet T cHi. Comment 5: "The striping removals do not need to be called out. They just make the channelization plan more difficult to read. Please remove them." The Transpo Group Inc. 11730 118th Avenue N.E., Suite 600 Kirkland, WA 98034-7120 425/821-3665 Fax: 425/825-8434 June 17, 2005 Mr. John Sutherland Page 2 Re�nse: Revised as requested. The Tim ms p o- Group Comment # 6: "Need to include right of way lines (see Channelization Plan Checklist)." Response: Revised as requested. Comment # 7: "The scale shown is 1" =20'. If this is correct, then the 100' stations are actual 50'. Please correct. Also, the stationing markings fade out at Station 22+50. Please continue the stationing until the end of the project limits. - Response: The plans have been revised to show a scale of 1" =50'. The stationing now continues to the end of the project limits. Comment # S: "A curve table is needed showing the horizontal alignment of SR 99 (see Channelization Plan Checklist). A separate table is not needed for the island curve details. Also, what is curve 2?" Response: The requested curve table has been added and curve 2 notations have been removed. Comment # 9: "Widths of thru lanes and turn lanes are shown. Please show shoulder widths as well (see channelization Plan Checklist)." Re ,sponse: Revised as requested. Comments 1D: "Call out storage lengths of the NBLT pocket (see Channelization Plan Checklist). " nse: Revised as requested. Comment # 11: "The modification in the median nosing on the south leg of SR 99 is mostly unneeded. The median nose does not need to coincide with the new NB stop bar. In fact, as a rule, stop bars should always be visually offset from island corners. We suggest you narrow the median be 12', as shown, and replace the eastern tangent section of the median with a gentle circular arc to support the NBLT path. The resulting shape will look like an off -center bullet.- Response: The channelization has been re -designed to accommodate the appropriate design vehicle and per City of Federal Ways comment letter dated March 22, 2005. Comment # 12: "Need to show the corner radii for all sections of the intersection (see Channelization Plan Checklist). Left turn radii need to also be shown. Opposing lefts need 4' clearance. If that cannot be met, a deviation will be needed." Response: Revised as requested. The opposing left -turns meet the 4ft minimum clearance, therefore, a deviation is not included. Comment # 13: "Typical section does not show the offset between the traveled way and curbing (see Channelization Plan Checklist). Please provide required shy distance. The gutter pan cannot be included in the 11-foot dimension for effective lane width. It may only be included as part of the required shy distance. Also, the typical section shows sidewalk, thru, turn, left turn, and CL. The "turn" should probably be "thru"." Response: Revised as requested. June 17, 2005 Mr. John Sutherland Page 3 The Tramp - Group Comment # 14: "Do not need to label SR 161. SR 161 ends further south at SR 18. Please show directional information for this leg as well." Re� spanse: Revised as requested. Comment # 15: "The channelization for S. 340`h St is not shown (large and shoulder widths, turn pockets, radii, etc.). You must provide a 2' shy distance between the curb and edge of traveled way. Please also provide an Autoturn drawing for the SBRT onto S. 340" St. Will S. 340`h St be a public or private road? Response: The channelization for S 340`h St has been designed to City of Federal Way standards and will be a public roadway. Comment # 16: "It's unclear if some modifications will be made to the dual SBLT lanes. All pavement markings north of the intersection are faded gray, yet the striping shown does not match existing. Also, the stop bar for the dual SBLT should be adjusted so that both lanes stop at the same position. A shared stop bar location helps to reinforce the common signal phasing. It looks you are introducing reverse curves in the SB dual LT lanes between Station 24 and 26. And yet there are no tali -outs, and no curve information- Actually the whole channelization design (with new modifications) appears to be unlabeled north of the 16`h Ave intersection. Please clarify what changes are being made and what exists." Response: The design does not include anyimprovements to the north leg of the intersection, except transit lane pavement markings. The base maps reflect channelization that is currently begin constructed on SR 99 at the project location on the north leg of the intersection by different project. Comment # 17: "Please label the NB far side transit stop. Pleas refer to the attached striping details." Response: Revised as requested. Comment # 18: "Utilize thermoplastic type A for all proposed pavement lines such as wide lines, solid gore lines, etc., following Standard Specifications 9-34.3 (1). These pavement markings should be applied following Standard Specifications 8-22. we require stop bars to only be 18", your plan sheet shows 24". Any particular reason for using the larger 24" stop bar? Response: All pavement markings have been designed to meet City of Federal Way standards. Comment # 19: "Utilize MMA flat type D for all proposed pavement markings such as crosswalk lines, stop lines, traffic arrows, etc., following Standard Specifications 9-34.3 (4). These pavement markings should be applied following Standard Plans H 5c (attached)." Response: All pavement markings have been designed to meet City of Federal Way standards. It is our understanding that the WSDOT will only review and comment on the channelization plan (sheet T CH1) included in this submittal. Traffic signal plan sheets T TS1 through T TS5 will be reviewed by the City of Federal Way and have been included in this submittal for your reference as a courtesy. Please review the attached channelization layout (sheet T-CH1) for general compliance with WSDOT standards and return any comments to me. If you have any questions regarding this letter or the attached information, please contact me at 425.821.3665. Thank you for your assistance. June 17, 2005 Mr. John Sutherland Page 4 Sincerely, The Transpo Group, Inc. A:�� /<f e�t Kevin R. Collins, P.E. Senior Transportation Engineer KRC/bmb Attachments: WSDOT Comment Letter WSDOT Channelization Plan Checklist City of Federal Way Comment Letter City of Federal Way Response Letter Traffic Signal Permit Vehicle Turning Templates M:\05\05108 Federal WayProgressive\Wp\WSDOT response.doc The Ir nspo Now ATTACHMENT WSDOT CHANNELIZATION PLAN CHECKLIST 1 WSDOT NORTHWEST REGION CHECKLIST FOR CHANNELIZATION PLANS GENERAL REQUIR EMENTS : )<Use the latest updates of the WSDOT Design Manual and the Manual of Uniform Traffic Control Devices (MUTCD). Use terminology specified in the WSDOT Standard. Specifications-jor-RQad, khannelization Bridge, and Municipal Construction and the WSDOT Design Manual. Use plail scale of 1" = 50' how entire roadway width with all elements listed below. On State highways; -where new matches with existing highway sections, show no less than 300 feet of the existing highway section beyond the match line(s)_with all elements listed below. On intersecting roads and commercial and multi -residential driveways, show no less than 100' of the existing section beyond the match line(s) with all elements listed below. Show only the final channelization where widening/improvement proposed. Include stations and dimensions of all channelization features where proposed improvement ties in with existing roadway. Provide one full size (22"x 34") and two half size (I l"x 17") white paper copies of the channelization •plan(s). Full size mylar is required for final approval. 4,0 Submit Channelization-related Design Deviation(s) and/or Evaluate Upgrades requests for review and approval. Channelization Plan cannot be approved until these deviations and/ofEU's are approved. REQUIRED ELEMENTS TO BE rNCLUDED ON A CHANNELIZATION PLAN. XProject Title w/ State Route Number, Begin / End Mileposts, County, Date and Page Number in Title block North arrow, section, township, and range Street and Highway names Right of way lines (WSDOT, County, and/or City) Construction centerline bearing and 100 ft stations Posted Speed, Design Speed, and Design Vehicle Highway Classification and Design Matrix used. N/�i ❑ Channelization-related Design Deviations, Evaluate Upgrades and Design Exceptions callouts/notes Curve data for each curve (curve radius, superelevation, curve and tangent lengths, delta angle, PC, PI, & PT) Edge of traveled way and edge of pavement lines fntersecting roadways and driveways - at least 100' and identify business name and description. Angles between intersections and or bearings of all centerlines at intersections. Widths of through lanes, turn lanes, and shoulders Begin and end stations of right and left tam storage lanes. (Indicate recommended storage lengths in Traffic Analysis) Begin and end stations with offsets for all channelization tapers and stripes Left and right turn radii for intersections, and commercial and multi -residential driveways Typical roadway sections showing all channelization features with dimensions (i.e. travel lanes, turn lanes, medians, shoulders, curb and gutter, bike lane, sidewalk etc.). Existing and proposed raised curbing, Raised & painted islands. Separate sketch showing detail of islands including offsets of key locations from reference lines. Also indicate square footage of islands. Signature block for WSDOT approval. 9PE stamp / seal signed and dated ATTACHMENT VEHICLE TURNING TEMPLATES J 0000 v�m�m EW,-;-lmwo. 0 ONLY TRANSIT ii I nl� 0 ATTACHMENT TRAFFIC SIGNAL CLEARANCE CALCULATIONS PROJECT NO: Onto DATE: �rl `���� TIME: BY:. SUBJECT: _ fi]&12Evk- kAz CI�J'�R/kMCC: , QALo L-ATI oN,Sr-o2, 5 i r- VA L Po 1�L-S-S N Ist�r.�� V6� "OF pe Mm L�>� & 161�' 2-'T� aRaV'E -1 . \ -0-,Lc 3`9; n The Tiranspo . rori 1p SICxNA L- �Fb Lr_- (+noo tr = l , 0 ✓ 05108 EAST LEG CLEARANCE CALCS Pole base elevation 0.00 ft 1st Signal Clearance Mastarm Mounting height 17.00 ft--" 17.60 ft 0i-j Curb height 0.50 ft Mast angle from Horiz 5 degrees Head bottom to mount 2.40 ft 2nd Signal Clearance 18.16 ft Road grade 2.0% (sloped toward gutter)' Sidewalk grade 0.5% (sloped toward gutter) Pole to gutter HDist 15.90 ft--,, Clearance interval = 16.5 ft to 19.0 ft Pole to 1st signal HDist 31.10 It uF Pole to 2nd signal HDist 39.50 ft f Gutter top Elev -0.08 ft Gutter bottom Elev -0.58 ft 1st Sig road Elev -0.28 ft 2nd Sig road Elev -0.11 ft 1st Sig mount Elev 19.72 ft 2nd Sig mount Elev 20.46 ft 1st Sig bottom Elev 17.32 ft 2nd Sig bottom Elev 18.06 ft MA05\05108 Federal Way Progressive\Design\Calculations\Clearance Calcs#6 East ATTACHMENT LIGHT LEVEL CALCULATIONS The TiranspQ Group Federal Way Progressive 05108.00 By: BMB 6/13/05 Required Light Levels SR 99 Intersection and Main Line Average: 1.5fc Uniformity: 3:1 S 340th St Average: 0.6fc Uniformity: 4:1 7 AGI32 - copyright 1999-2004 by Lighting Analysts, Inc. Job File: AGI.A32 6/13/05 the IranspQ Group Luminaire Definition (s) 150W, 14'arm, 30' MH 150W, 14'arm, 30' MH Filename = GE1006.IES Lumens per Lamp = 16000 Number of Lamps = 1 Lamp Lumen Depreciation (LLD) = 0.62 Lamp Dirt Depreciation (LDD) = 1 Ballast Factor (BF) = 1 Total Light Loss Factor (LLDxLDDxBF) 0.620 Luminaire Watts = 150 Total Watts = 310 Luminaire Effective Projected Area = 0 Sq.Ft. Total Effective Projected Area = 0 Sq.Ft. Normal Mode Symbol = CIRCLE DOWN Normal Mode Symbol Scaling = (X= .75 Y= .75 Z= .75) Render Mode Symbol = CIRCLE DOWN Render Mode Symbol Scaling = (X= .75 Y= .75 Z= 1) Housing Color = (R= 51 G= 51 B= 51) Luminous Color = (R= 255 G= 255 B= 255) Arrangement = SINGLE Arm Length = 15.5 Offset = 0 Pole Mounted 310W, 16'arm, 40' MH 310W, 16'arm, 40' MH Filename = GE1006.IES Lumens per Lamp = 37000 Number of Lamps = 1 Lamp Lumen Depreciation (LLD) = 0.62 Lamp Dirt Depreciation (LDD) = 1 Ballast Factor (BF) = 1 Total Light Loss Factor (LLDxLDDxBF) = 0.620 Luminaire Watts = 310 Total Watts = 150 Luminaire Effective Projected Area = 0 Sq.Ft. Total Effective Projected Area = 0 Sq.Ft. Normal Mode Symbol = CIRCLE DOWN Normal Mode Symbol Scaling = (X= .75 Y= .75 Z= .75) Render Mode Symbol = CIRCLE DOWN Render Mode Symbol Scaling = (X= .75 Y= .75 Z= 1) Housing Color = (R= 51 G= 51 B= 51) Luminous Color = (R= 255 G= 255 B= 255) Arrangement = SINGLE Arm Length = 17.5 Offset = 0 Pole Mounted 2 AGI32 - copyright 1999-2004 by Lighting Analysts, Inc. Job File: AGI.A32 6/13/05 The Transpo Group Luminaire Definition(s) -- Cont. 310W, 16'arm, 35' MH 310W, 1.6 arm, 35' MH Filename = GE1006.IES Lumens per Lamp = 37000 Number of Lamps = 1 Lamp Lumen Depreciation (LLD) = 0.62 Lamp Dirt Depreciation (LDD) = 1 Ballast Factor (BF) = 1 Total Light Loss Factor (LLDxLDDxBF) = 0.620 Luminaire Watts = 310 Total Watts = 310 Luminaire Effective Projected Area = 0 Sq.Ft. Total Effective Projected Area = 0 Sq.Ft. Normal Mode Symbol = CIRCLE DOWN Normal Mode Symbol Scaling = (X= .75 Y= .75 Z= .75) Render Mode Symbol = CIRCLE DOWN Render Mode Symbol Scaling = (X= .75 Y= .75 Z= 1) Housing Color = (R= 51 G= 51 B= 51) Luminous Color = (R= 255 G= 255 B= 255) Arrangement = SINGLE Arm Length = 17.5 Offset = 0 Pole Mounted 250W, 10'arm, 30' MH 250W, 10'arm, 30' MH Filename = GE1006.IES Lumens per Lamp = 28000 Number of Lamps = 1 Lamp Lumen Depreciation (LLD) = 0.62 Lamp Dirt Depreciation (LDD) = 1 Ballast Factor (BF) = 1 Total Light Loss Factor (LLDxLDDxBF) = 0.620 Luminaire Watts = 250 Total Watts = 150 Luminaire Effective Projected Area = 0 Sq.Ft. Total Effective Projected Area = 0 Sq.Ft. Normal Mode Symbol = CIRCLE DOWN Normal Mode Symbol Scaling = (X= .75 Y= .75 Z= .75) Render Mode Symbol = CIRCLE DOWN Render Mode Symbol Scaling = (X= .75 Y= .75 Z= 1) Housing Color = (R= 51 G= 51 B= 51) Luminous Color = (R= 255 G= 255 B= 255) Arrangement = SINGLE Arm Length = 11.5 Offset = 0 Pole Mounted 3 AGI32 - copyright 1999-2004 by Lighting Analysts, Inc. Job File: AGI.A32 6/13/05 The Tfanspo group Luminaire Definition(s) - Cont. 250W, 18'arm, 30' NH 250W, 18'arm, 30' MH Filename = GE1006.IES Lumens per Lamp = 28000 Number of Lamps = 1 Lamp Lumen Depreciation (LLD) = 0.62 Lamp Dirt Depreciation (LDD) = 1 Ballast Factor (BF) = 1 Total Light Loss Factor (LLDxLDDxBF) 0.620 Luminaire Watts = 250 Total Watts = 250 Luminaire Effective Projected Area = 0 Sq.Ft. Total Effective Projected Area = 0 Sq.Ft. Normal Mode Symbol = CIRCLE DOWN Normal Mode Symbol Scaling = (X= .75 Y= .75 Render Mode Symbol = CIRCLE DOWN Render Mode Symbol Scaling = (X= .75 Y= .75 Housing Color = (R= 51 G= 51 B= Luminous Color = (R= 255 G= 255 Arrangement = SINGLE Arm Length = 19.5 Offset = 0 Pole Mounted Z= .75) Z= 1) 51) B= 255) 51 AGI32 - copyright 1999-2004 by Lighting Analysts, Inc. Job File: AGI.A32 6/13/05 Luminaire Location Summary Project: All Projects SegNo Label X Y Z Orient Status X-Aimpt Y-Aimpt Z-Aimpt 59 310W, 16'arm, 40' MH 1600993.571 439740.76 40 340.973 On 1600993.571 439740.76 40 57 150W, 14'arm, 30' MH 1600777.448 439782.649 30 88.51 On 1600777.448 439782.649 30 58 150W, 14'arm, 30' MH 1600917.41 439779.384 30 88.51 On 1600917.41 439779.384 30 63 310W, 16'arm, 35' MH 1601027.538 439864.169 35 345.636 On 1601027.538 439864.169 35 65 250W, 18'arm, 30' MH 1600936.3641 439625.996 30 337.92 On 1600936.364 439625.996 30 73 250W, 101arm, 30' MH 1601034.534 439585.826 30 158.75 On 1601034.534 439585.826 30 68 310W, 16'arm, 40' MH 1601132.947 439838.789 40 162.736 On 1601132.947 439838.789 40 70 310W, 161arm, 40' MH 1601098.826 439693.813 40 70.115 On 1601098.826 439693.813 40 Luminaire Schedule Project: All Projects Qty Label Watts 2 150W, 14'arm, 30' MH 150 3 310W, 16'arm, 40' MH 310 1 310W, 16'arm, 35' MH 310 1 250W, 10'arm, 30' MH 250 1 250W, 18'arm, 30' MH 250 The Iranspo Group Numeric Summary Calc Area 1 S 340th St Frontage Project: Project_l Polygon Coordinates in Feet Point Spacing L-R = 5 Point Spacing T-B = 5 Grid Orient = 0 Grid Tilt = 0 Meter Type = Horizontal Illuminance Values (Fc) Average = 0.90 Maximum = 1.7 Minimum = 0.3 Avg/Min = 3.00 Calc Area 2 SR 99 & 340th Intersection Project: Project_1 Polygon Coordinates in Feet Point Spacing L-R = 5 Point Spacing T-B = 5 Grid Orient = 0 Grid Tilt = 0 Meter Type = Horizontal Illuminance Values (Fc) Average = 1.65 Maximum = 3.1 Minimum = 0.6 Avg/Min = 2.75 Calc Area 3 SR 99 Frontage Project: Project_l Polygon Coordinates in Feet Point Spacing L-R = 5 Point Spacing T-B = 5 Grid Orient = 0 Grid Tilt = 0 Meter Type = Horizontal 0 AGI32 - copyright 1999-2004 by Lighting Analysts, Inc. Job File: AGI.A32 6/13/05 The Tiranspo Group Numeric Summary -- Cont. Illuminance Values (Fc) Average = 1.48 Maximum = 3.1 Minimum = 0.5 Avg/Min = 2.96 AGI32 - copyright 1999-2004 by Lighting Analysts, Inc. Job File: AGI.A32 6/13/05 1 kl • x 11f, :'• rr i +•�' `�'rfi ff w ,' ,fir, ?ls��+ .x. i ,''' r• i ------------------ I ,• "- 5 'Cale Area 2 yzy __ __ `-�`•y i, x. +. s� +. t. ,. +; +• x. + ,• s _ � �; _ SR 99 & 340th InteYsectio ... L. ✓ Si Li ,4 K'M15.--5.i. ,. --5: S.-:. • I,�n-Li=���--:� �, _J__-'- �'ti�• ::---•--_ t. . .. i. x. ,. ,. .. [. • _ -� � z,,,� __ .�:�; � .\... :;.•+. ,r ,. ,�.�.. s.f.. - Average 1.65 .. L. .. � . ,. s. 5. :. ,. t. L t. ,. �+ 1. ,. • .• ,, L. ,. ,. .. �c S • L L, .. '��. �.. - x ,:`. .. - . ; f = i ;�;+1,,/ i+ w • +. s._.x -,,_ xti_ "Maximum 3.1 -: ,. •..c. '..-,-rsr�:�, w.--+r-r•--•.. s• .t. -,, e._., s. .. :s-» k._---.`-.. '•_..- ,. f. x._,._L .. L. ,. .. 1, s. - ., s. L. L, s. ,. �i�; I ,' x � x1 t. t. ,. s. ,. +. ,. + ,- ,• ` ,. ,. ,- � Minimum 0.6 ...S AVg/M.n Ratio = 2.75 I ,y;'�:-t_.-...�4wwe.�n 1t-ie-.3+ ,. ,. t. L._ x• _- '.L. x. ,. :. :. y f. '.t• 5• " •- L t. t.: t. :. t. a. ,. L V. I' s. x L. 1. ,. x. t- ,. •• 'uc� �J,ve�,-�mc -- t• 1.�"r--_� j irn - t.f 1. ��=. ,\. In • 4 e L• 5. 5. 1. Li�: � is ,. ,. s. u ,. t. +. +. t, s. i Sy +. +. � ,�.� � ►4 Calc Area 1 �"• }c=u s. t . _. ,• t +. +. Y• +• S 340th St e Frontag �•- 'r�__�•.-��'' ;`_` t y j •� •ti-%� L L• 1. +. ;x• Y. 4 1. 4. i� �;� 1 •'. ti `` +aw - I Average = 0.90 �/� M L• ,. L ,. .. ,. 4 +. t. s. L .. i,L \��7 , S Maximum = 1.7 ilyl il+lj illj Minimum = 0.3 1 Avg/Min Ratio = 3 .00 i/ ,j �'j ,. ,. ,. +. , t x. ,.l ,. ,. s e._.It'•+.r +•�t• L L=• ••� II + r!•s. .. 1/I :r t. �tLy�i. r L. t1• 1. L .}._t. '�` 5 ,,•'.' L ('f.ff'S. `, �:• , >�,. s. s. ,.� ,. ,r'�s.L ;.�= �i.fJt./j>l 'k; ,+: t�-' �r �� .'� ! r 5. t i• l•� +. x• ,! +. ,. •lg/t. ti} 1. .. ..1. l LY l .� Cale Area 3 �?A• ,. , L .a t. x. 1.;.e.'..G Via. + m'. , ui.. •?� J SR 99 Frontage Average = 1.48� Maximum = 3.1 Minimum = 0.5 Avg/Min Ratio = 2.96 t .51 Jr _ fir,• liujpfJ L�}� t. s. .s ,. ``lC /�. + t. s. Y. f •� V, r Jf �I ..•• ?1i •� t. x.' L L L'•S. +�. f; x. L.� L x, ti `ice L i / � ' _ L i. ,. ill . r +« lr,'.i •�,. t. L. L. ! � l . / • / .!� �a�� L. x. St � t. 5 1- ,' rt r ,i.'l t1 f t:.. s. }. , L, r ,w.,e' ak � :. .. t. ... L. r' L.•r t: L�-,. ,. x• ,.1 I / cr s. t- xf t. � ■ i• ` t r' r, .9. y. 1. ,. 5• ti 1. 1. f• � 5. .. 1. S 5t 7, f- ' x. 1 5• L 5• • .., x• L• � J f ATTACHMENT LINE LOSS CALCULATIONS Line Loss Calculations for Cnrvicn $1 Circuit A ILLUMINATION VOLTAGE DROP CALCULATIONS Luminaire Number Load Distance Amp -Ft Total Branch A Sig 1 1.55 175 275 275 Branch B 5 1.55 66 105 105 Branch C EX 1 178 180 180 Sig 5 2.55 140 360 540 Home Run 5.65 25 145 145 7c)tal Amp -Feet 685 CALCULATED VOLTAGE DROP CALCULATED VOLTAGE DROP CALCULATED VOLTAGE DROP ALLOWABLE VOLTAGE DROP 0.6 FOR #6 CONDUCTOR 0.9 FOR #8 CONDUCTOR ✓ 1.4 FOR #10 CONDUCTOR 12 DEFAULT VALUES .WATTS VOLTS % Luminarie Wattage 310 Service Voltage 240 Allowable Voltage Drop 5% 6113105 Line Loss Calculations for Service #1, Circuit B ��- Q ?/10_/1 41Ve ILLUMINATION VOLTAGE DROP CALCULATIONS Luminaire Number Load Distance Amp -Ft Branch A 3 1.25 164 205 Branch B 1 0.75 189 145 2 1.5 105 160 Branch C EX 3 1.55 216 335 EX 2 3.1 170 530 6 4.65 125 585 Home Run 7.4 130 9B5 Total Amp -Feet CALCULATED VOLTAGE DROP CALCULATED VOLTAGE DROP CALCULATED VOLTAGE DROP ALLOWABLE VOLTAGE DROP DEFAULT VALUE'S 2.3 FOR #6 CONDUCTOR 3.6 FOR #8 CONDUCTOR ✓ 5.8 FOR #10 CONDUCTOR 12 L-ummarne vvarrage 310 Service Voltage Allowable Voltage Drop VOLTS 240 5% Total 205 145 305 335 865 1450 965 2415 6113105 ATTACHMENT CIRCUIT LAYOUT 51 �Cott( 01 - Ih4 i V I i i i �W 7 _i C::F--, -71 ff r 23 22 21 79 J i -r ATTACHMENT BREAKER SIZING CALCULATIONS PROJECT NO: V5+ b v '06 DATE: -64-5 TIME: SUBJECT: BY: The Tiranspo Group CK7 A 3 uf_/yo —) 3t`�� = y, 7 G s C� 3 l Om EX �o a� brPuK�—✓ 0 316 d(50 aJ L tr l040%0 3to (3)+ /,46 p5D , ( a- '0, 17 aT5 .JyO &., / 7(le NS = 8, 63 c&ps � JD amp blvoklrL0000" TYPE PPB, PS, & I STANDARD DETAILS I/B a Y 3�6 � P w T e }ELEVATION d P r o � PLAN ANCHOR BOLT, NUT, & WASHER SIZES s STANDARD DIMENSIONS $ TYPE PPB 4 - /2" DIA x 12" x 2" S TYPE PS & 1 4 - Y" DIA x 30" x 4" S TYPE FB & RM 3 - }gyp" DIA x 30" x 4" TWO THREADS MIN '+Jg" MAX S 2" CLEARAN CHAMFER J K PAVED ARE VED AREA 1" TO 2" v i q n m CD " CLEARANCE 2" CLEARANCE H1 (SQUARE) H2 (ROUND) FOUNDATION DETAILS TYPE PPB TYPE PS PED. PUSH PED. HEAD BUTTON STANDARD POST TYPE I & RM VEHICLE HEAD AND RAMP METER STANDARD SIGNAL STANDARD TYPE DESIGNATIONS TYPE FB TYPE II FLASHING MAST ARM BEACON STANDARD STANDARD TYPE III LIGHTING AND MAST ARM STANDARD TYPE PPB, PS, I, RM & FB STANDARD DIMENSION CHART ¢ ITEM TYPE PPB TYPE PS TYPE I TYPE RM TYPE FB A HEIGHT 4"'-6- 8'-0" 10'•0" SEE SHEET 2 SEE SHEET 2 0 POLE BASE CIA 2Y " C PLATE THICKNESS % " �'112" I/2" SEE SHEET 2 SEE SHEET 2 D PLATE WIDTH 5" 9" 9" SEE SHEET 2 SEE SHEET 2 E HOLE DIA /a" I" I" SEE SHEET 2 SEE SHEET 2 F I BOLT CIRCLE 4'/7' 8%j 8' SEE SHEET 2 SEE SHEET 2 DATTON DEPTH I'•6" --O"3'.0" 3'-0" 3'-0" DATION WIDTH 1 •6" 2••0- 2--0- 2'•9" 2'•0"DATION DIA 2--0" 2 -3" 2'-3- 2'-3" 2'-3" & WASHER Four �/2" YA' � ""T PAD THICKNESS NONE •• SEE SHEET 2 SEE SHEET 2 PFOUNDATTON STIC DRAIN TUBE DIA NONE•TICAL RE -BAR NONE Eight •4 Eight -4 Ei Y •4 Eight "4 l2- RE -BAR HOOP NONE Three •4 Three •4 Three •4 Three °4 DHOLE SIZE NONE 3%- x 4 3%�� x 4" 3' � x 4 31 PFITTER DIA (I.D.) NONE 4- 4" 4" 4- ➢IA I ZV2' NONE I NONE NONE NONE TYPE IV TYPE V STRAIN POLE LIGHTING AND STANDARD STRAIN POLE STANDARD SIGNAL STANDARD TYPE DESIGNATIONS AND TYPE PPB, PS, 1, RM, & FB DETAILS STANDARD PLAN J-7a • TAPERED ROUND OR OCTAGONAL SHAFT, 11 GAGE, 4" OD AT SLIPFITTER WELD. TAPER = 0.14 INCHES/FT. •• LEVELING NUT HEIGHT 1" MAXIMUM. SHEET t OF 2 SHEETS LEVELING NUTS NOT REQUIRED FOR TYPE PPB STANDARD ""° n""'"1°"P�"1°'°"'" ^a0R�^"""0^'"�'ttO"�P TEwuceuL swvrnernawcwEmA,ro.wno "uunon i:,•rrnvwe APPROVED FOR PUBLICATION �• ' "�""•"� "� �.��e �E Harold J. Peterfeso 09-12-01 i/DI WELDING SYMBOL S2 S MHG STALE DLSItJL Ll:D-" DATE T Washinpl•n Shsl• D•porlm•nl of TransporlaH•n TOP MOUNT TYPE D - PED. OR VEHICLE SIDE MOUNT TYPE A PED. TYPE H - VEHICLE t Map— ;=mi 'A TYPE E MOUNTING DETAILS SIDE MOUNT TYPE E (NEON GRID OR SIMILAR SIZE INCANDESCENT PEDESTRIAN HEAD) SIDE MOUNT TYPE B - PED. TYPE K - VE..HIC* NOTES: 1. SEE CONTRACT FOR HEAD TYPE, MOUNTING HEIGHT AND ORIENTATION. 2. ALL NIPPLES, FITTINGS AND CENTER PIPES SHALL BE 11/z" DIA NOMINAL TRADE SIZE (NEC). 3. INSTALL NEOPRENE GASKET OUTSIDE HEAD WHEN FLANGED ELBOWS ARE SUPPLIED. I KEY 1 CENTER PIPE 2 Y 2 LOCKNIPPLE 3 NIPPLE 4 SERRATED ELBOW 8 SERRATED OR FLANGED ELBOW 6 REAMED TEE WITH SET SCREW `-- REAMED ELBOW WITH SET SCREW 3 Q 8 BRONZE TERMINAL COMPARTMENT WITH: \®® GASKETED COVER - FASTENERS - WIRE LEADS 9 - MOUNTING SADDLE FOR SIDE MOUNTS - 1/4" DIA DRAIN HOLE - 12 POSITION TERMINAL STRIP WIREWAY FOR SIDE MOUNTS 9 BRONZEENT COLLAR, 41/4'" I.D. WITH SET SCREWS to ORNAMCAP II GASKET AND WASHER tz CONDUIT LOCKNUT 13 TYPE E HINGE MOUNTING 14 FASTENER WITH SPACER -I/z" LAG SCREWS ON WOOD POLE -I/z" BOLTS TAPPED TO METAL POLE s FLATHEAD SOCKET BOLT s 1/2" INSERT HOLE FOR EXTERNAL WIRE ENTRANCE REQUIRED ON TIMBER POLE MOUNTINGS ONLY. TOP MOUNT TYPE C - PED TYPE F - VEHICLE SIGNAL HEAD MOUNTING DETAILS POLE & POST TOP MOUNTINGS STANDARD PLAN J-6f m nnwAra wrAlmr rAa,.wneeewmrNrwnrrnD.eaaT ru APPROVED FOR PUBLICATION o•w.a w+a.r �•ras.en.w.rwa.eara nwuTar.n.m.n ref �.,rw.r:rorrremw,.nrr e..N..ncarAne., Aee..rl.. a=uee Clifford E. Mansfield 4124198 DEPUTY STATE DE51GN ENGINEER DATE VASXINGTDN STATE DEPARTMENT OF TRANSPORTATION DL+1A, .ASN1NGipr. 9 rl a a• Ij METAL POLE INSTALLATI PPB-M (Pedestrian Pushbutton - Metal Pole) 3.374" 2.5' N � 1.5•' in - o in RIO-4002 187" Top View 0 N 0.391'".hole 0.875" hole in m N Front View Side View 9 t 12 ' I rl ov �I h 0 r rn I WOOD POLE INSTALLATION - ' PPB-W (Bottom feed shown) (Pedestrlon Pushbutton - Wood Pole) 11 751 ' ft Top View � • 0.93T S'" 2.g, 125•f.375" O D vl0,0 N Y o e (TYP) Front View Side View PUSHBUTTON SWITCH ASSEMBLY 2.875" � 0.391"" hole O.675" hole for metal post mount - a 0.391" hole for wood post mount ALUMINUM 'H' EXTRUSION KEY l Pushbutton switch assembly 9 Aluminum "H" extrusion 2 Cost meta I housing 10 Chase n i pp I e - 1/e" hex head x I112 " pipe thread x 2�/2" 1 ong j Protective collar it 1/a" 16 X 21/2" stainless steel bolt with washer C Pushbutton switch 12/e"' X 4""lag bolt with washer 5 Gasket 13 Drill and tap shaft for % " bolt 6 Stainless steel fastener 14 Drill and top shaft for %z" nipple 7 Cost aluminum condulet 1$ Conduit and fittings as required for timber pole installation; 6 Aluminum plug with/e" drilled weep hole. reverse condulet and conduit for top feed On timber pole installation, remove plug for wire 16 Drill hole for 3/B" lag bolt entrance and drill weep hole in condulet. pilot Front View PUSH PUS' BUTTON CBUTTON FOR FOR 4 RIO-4001 RIO-4002 NOTE: When "PPB-MR"" or ""PPB-WR'" are specified in the contract, the orrow shall be instal led in the opposite direction than as shown for "'PPB-M" or "PPB-W". 4 22� 0 � E- Side View CAST ALUMINUM CONDULET PEDESTRIAN PUSHBUTTON DETAILS I I 5 I I l q 1 I L l I ] I I 2 KEY: I I : 0 End cap I I I I 1 O Conduit locknut, 11112' DIA L --- O Locknipple, 11/2" DIA (DA Q Steel washer ARM MOUNT O5 Neoprene gasket TYPE L OBronze serrated ell fitting with: 3/8 " stainless steel through bolt and nuts Three set screws at slipfItter connection Three allen head stainless steel set screws at conduit nipple connection OSerrated ring with pins OHex locknut with: Two alien head stainless steel set screws Pin receptacles O Conduit nipple. 1 1/2 " DIA i 9 MIN 10 Hex locknut, 11/2" DIA 11 Mounting assembly lT 12 Bronze elevator plumbizer with %" stainless steel through bolt, washers, and two nuts 13 Aluminum arm with set screw 2 7[�-[�g} 14 Slotted tube with closure strip S a IS Tube clamp, 21/2" ID. MIN B y 16 Internally threaded clamp assembly with: Two set screws 1/2 " x 0.045" stainless steel bands r--------I - Screw buckles, 7/16 " with swivels, nuts, and washers t I Bond clips with alien head stainless steel set screws 17 Bronze messenger hanger with: t EA /2"DIAJ boltsCable lock bar Rivet Cotter key j I + 2 IB Bronze internally threaded wire entrance with: l Bushing insert t Allen head stainless steel set screw I I I I 19 Bronze balance adjuster L__-----J 20 Multi-heod mounting assembly S 21 Spider assembly SPAN WIRE TYPE P (I HEAD) 22 Serrated ring with no pins s y 22 tiJ 2-0 I I 5 1 I 1 4 I I I I I 1 I 2 I ) I I I I I I I ARM MOUNT TYPE LE (TYPE L WITH EXTENSION FITTINGS) 1 9" MIN 1 NOTES: 1. Type M mounting shall have "0" ring groove and seal top and bottom at signal attachment. 2. Type M mounting for conventional heads shall hove a 2' diameter opening at the signal attachment. 3. Type M mounting for optically programmed heads shall hove a 31/2" DIA opening at the signal attachment. 4. Type N mounting with optically programmed heads shall be installed with 14" nominal arms. 5. See Standard Plan J-6h for tether wire, and backplate requirements. 13 I t q 11 i _ ----j IS I I I 2 I t -----1 I it I I I t 13 I I 12 I i 15 I l I t I t 2 j i 14 I I I L-------1 - - - - I - i3 ARM MOUNT ARM MOUNT TYPE M TYPE N L_______ EXPIRES MAY 5.2003 SIGNAL HEAD MOUNTING SPAN WIRE DETAILS MAST ARM & TYPE 0 ( 2 HEADS ) SPAN WIRE MOUNTINGS TYPE R ( 3 HEADS ) STANDARD PLAN J-69 TYPE S (4 HEADS) SHEET OF I SHEET ea,E nnwrn+a.•ur+Lwdrw.ar�+�+w+...wrue+ew..e.7 APPROVED FOR PUBLICATION euu �n pa�rxe Harold J. Peterfeso 12-12-02 II/2w2 er REV. NEY NDTES 6. S. 16 a I61 REV. NOTE 51 RD n•iF OEsm.. claelm. LIME REV. SPAN MIRE TYPE P DETAIL Woahlnpton State Department of T—portallon ❑ATt BEVIM. BY -" I 3 .8 TETHER WIRE DETAIL r� SPAN WIRE MOUNT 26' I M MAST ARM mmINT % k 8" OR 12" SECTIONS 6" SECTION X = B" + 12' SECTION X = 5'/2-± '/z' BACKPLATE DETAIL ELEVATION STI)F PFII F MINT INTERNALLY ILLUMINATED SIGN DETAILS WTRFWAY DFTATI I 9 1 PLAN VIEW ELEVATION CABINET MOUNTING DETAIL NOTESI KEY, I. BACKPLATES SHALL BE INSTALLED WITH 6 METAL OR TIMBER POLE 5TAI NL ESS STEEL SCREWS AND WASHERS. �1 2 2" x Y,6" S.S. BAND WITH 2 EACH, %-16NC x Y," STAINLESS STEEL HEX HEAD BOLT. LOCK WASHERS AND NUT5 Q7 VS", EYE AND EYE. TURNBUCKLE 9Q S HOOK, %_ MILD STEEL 05 /o- WIRE ROPE CLAMP (U BOLT TYPE) ©/a' STAINLESS STEEL TETHER WIRE CLAMP WITH LEAD HIRE WRAP SIGNAL HEAD j,,WIRE 6 X B.2 LB/FT CHANNEL 2 EACH, V=-20 NF X 2'/T'" HEX HEAD BOLT, LOCK WASHER (DRILL AND TAP POLE TO ACCEPT) II WIREWAY (SEE DETAIL THIS SHEET) METAL POLE S CABINET ENO BUSHING CONDUIT LOCKNUT STEEL WASHER WEATHERPROOF SEAL 2" DIA x 9'" NIPPLE UNLESS OTHERWISE NOTED ID CABINET WALL DRILLED 'I/a" OVERSIZE OF NIPPLE ® CHANNEL DRILLED/e' OVERSIZE OF NIPPLE 21 POLE DRILLED/e" OVERSIZE OF NIPPLE QQ 6063 EXTRUDED ALUMINUM FRAME Q 9 EACH. F29T12/CW FLOURESCENT TUBES zA TRANSLUCENT PLEXIGLASS SIGN FACE 25 1Y2" CAST IRON HUB WITH 5/6" PIN AND COTTER KEY © SEE KEY 2.9,17, AND 18, STANDARD PLAN "SIGNAL HEAD MOUNTING DETAILS MAST ARM AND SPAN WIRE MOUNTINGS" . © SEE KEY 2.6,9 AND 22, STANDARD PLAN "SIGNAL HEAD MOUNTING DETAILS MAST ARM AND SPAN WIRE MOUNTINGS"' . QQ 5EE KEY 2.9 AND 22, STANDARD PLAN "SIGNAL HEAD MOUNTING DETAILS MAST ARM AND SPAN WIRE MOUNTINGS SERRATED I%2" ELBOW 1%" DIA NIPPLE (DRILL AND TAP POLE y/p K pE TO ACCEPT) d6pr�. yJ�'r >t 2 EACH, /2-20NF x YA" STAINLESS STEEL HEX HEAD BOLT AND LOCK WASHERS (DRILL AND TAP POLE TO ACCEPT Q MDUNTING BRACKET � Ti CfB9 O f+ MISCELLANEOUS SIGNAL DETAILS STANDARD PLAN J-6h APPROVED FOR PUBLICATION Clifford E. Mansfield 4124198 DEPUTY STATE DESIGN ENGINEER DATE T WASHINGTON STATE DEPARTMENT OF TRANSPORTATION V/ OL WIA, xASNtKION DETAIL "B" DETAIL "A" (SEE STD. PLAN J-0d) (SE JUNCTION E 570. PLAN J•Sd) JUNCTION No SEE ENTRANCE � : _ BOX � � CONDUIT SAWCUT DETAIL - CONDUIT 00NDVIT�I 1 LEAD-IN SAWCum A SHOULDER Y 1 ---"' — '— --- - — ._.. •—'—' - - - - ------•-------------------- �-- � A STOP LINES 7 B au SEE ENTRANCE y SAWCUT DETAIL CORHER SEE CORNER f SAWCUT DETAIL 1 DETAILT 1 I -.a- v. a, � Z. Ir � a, - CENTER LOOP I LEAD-IN . AND VEHICLE LANE SAWCUT I SAWCUT ! REMOVE PAVEMENT TO SAWCUT DEPTH AND FILL WITH SEALANT LOOP SAWCUT VARIES ENTRANCE SAWCUT DETAIL PLAN LOOP SAWCUT LOOP SAWCUT REMOVE PAVEMENT TO SAWCUT DEPTH AND FILL WITH SEALANT CORNER SAWCUT CORNER SAWCUT DETAIL 6.- 0.. LOOPS NOTE 1. For Sections A and 8, see Standard Plan J-8d. TYPE 2 INDUCTION LOOP STANDARD PLAN J-8b SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION Harold J. Peterfeso 05-20-04 Ven ml� ffl rcca DATE TwmhlDytoD Swn DeF,r .DI .I Tmmp.,md.D .0 DETAIL "B' 3 (SEE STD. PLAN J-0d) JUNCTION cy ----------------w-� JUNCTION BOBOX ='CONDUITi DETAIL "A" (SEE STD. PLAN J-0d) NOTE LEA'O-IN SAWCUTS• (7Ypj SHOULDER 9. For Sections A and B, � see Standard Plan J-8d. A m o g A —'---`------- ------------------._._._-_ .�. _ _._. _�. _- _- _-- STOP LINE SEE ENTRANCE B SAWCUT DETAIL ^�-- ---- ------ —g — — — — ---------�— "^ CIRCULAR m SAWCUT(TYP.) 7�. A —.]V._._._._.—.—_—._-_._--.—.---._._._- _._.—.—.—. _ _ __ _ _ _ ` T Y" D" DIAM. (TYP.) x SEE ENTRANCE I� I I I I I yu SAWCUT DETAIL 1 S'- C PLAN DETAIL "B" ON (SEE 5T0. PLAN J-8d) a5 JUB X a � i CONDUIT �I � u LFAD-IN SAWCUTS i s OW3 7.7 7 CIRCULAR A ie l5 SAWCUT (TVP.)� ". SEE ENTRANCE c ¢ SAWCUT DETAIL F+ F- - - - - - -- ------ _ ---------' ------�'--�.. B'-D"DIAM. (TVPJ TYPE 3 SAMPLING LOOPS LEAD-IN SAWCUT LOOPS SAWCUT REMOVE PAVEMENT — TO SAWCUT DEPTH AND FILL WITH SEALANT LOOPSAWCUT CENTER OF LOOP AND VEHICLE LANE ENTRANCE SAWCUT DETAIL TYPE 3 INDUCTION LOOP STANDARD PLAN J-8c SHEET 1 OF 3 SHEETS APPROVED FOR PUBLICATION Harold J. Peterfeso 05-20-04 .11111L n._.E...E...�. w..W.... V.. o.P.mm..I.I rrvmpmblu . Variable 50' Taper length = T1 x taper rate see Plans 6cente'r ow Stopping point Wide Line Decel. tapere Table 1 see Note 3 � see Detail A see Table 2 r taper rate W: TS WT Approach -- -Wz arture See Detail D See Table 1 Type 2L traffic for taper rate arrows, see Note 1 Taper length = Tz x taper rate Double yellow center line, see Detail B LEFT TURN LANE Wide Line „5„ see Detail A Lllab See Note 2 Stopping point see Note 3rL—— — - Type 2L — — — — — — traffic arrows see Note 1 Double yellow center line, See Detail B TABLE 2 TABLE 3 TABLE 1 Posted Decel. Taper Posted No pass length Posted Taper Speed Rate Speed Length Speed Minimum 60 mph 60:1 60 mph 180, 60 mph 790' 55 mph 55:1 55 mph 165' 55 mph 725' 50 mph 50:1 50 mph 150, 50 mph 660' 45 mph 45:1 45 mph 135' 45 mph 590, 40 mph 40:1 40 mph 120' 40 mph 360' 35 mph 35:1 35 mph 105' 35 mph 260' 30 mph 30:1 30 mph 90' 30 mph 200' 25 mph 25:1 25 mph 1 75' 1 25 mph 1 150' NOTES: See Table 3 1. First Type 2L arrow is installed 50' back of stop bar or crosswalk. Second arrow is located 100' back, or at left turn pocket. 2. "S" = 140' for posted speed < 50 MPH. "S" = 170' for posted speed > 50 MPH. W1 — 3.. Stopping point shall be marked with Wa stop bar only when mainline movement Is controlled by a stop sign or traffic signal. See Note 6 4. Raised pavement markers shall be installed only When specified in the Contract Plans. 5. See Standard Plan H-3 for marker designation. 6. No Pass Line on approach side With skip center line on departure side unless Double Yellow Center Line is required in the contract. .�-- — — — — - — -� �. Two-way left turn line, See Detail C Type 2L traffic arrows see Detail E TWO-WAY LEFT TURN LANE g D.RIC See Detail F 4. �o xtcss �B �ed1STE�� `$ Lett turn s��Q1+AL ��9 Two way left turn terminati at tee intersection or where on rod i us,EXPIRES RT55 26, 20070 Wl = Approaching through lane left turns are not permitted PAVEMENT MARKING Wz = Departing lane and two way left turn is not DETAILS Tt = Width of left turn lane continued beyond intersection. on approach side of rb STANDARD PLAN H-3a Tz = Width of left turn lane END TWO-WAY LEFT TURN LANE SHEET 1 of 2 SHEETS on departure side of APPROVED FOR PUBLICATION WT = Total width of channe I i zat i on Clifford E. Mansfield W310 (WI +Wz +Tt +Tz 1 s/oo 1VYS oeamsAreo a eR ogre mTxnr r. .rrtl1 sw�Yn WA Wl31QJMA MPARRaEMOFTPM9POWAT anTE 9'r VW uruw.vw+.mov. not operating. 20. Delay of 10 seconds should be used on presence loops from any lane from which turns may be made on red. 21. Bike lane detection should be one 3' square or round loop at the stop bar with 5 seconds delay and carryover calculated at 10 feet/second to clear the intersection. 22. Although it is preferred that yellow time should be approach speed / 10, with 3.0 seconds minimum and 6.0 seconds maximum, driver expectancy within the region calls for use of the clearance interval to be based on dilemma zone length using posted speeds, with the last 1.0 second being used for all -red display. 23. Although it is preferred that all -red clearance should be used only for high -accident locations or wide intersections based on the design vehicle acceleration characteristics from the stop bar, driver expectancy with the region calls for use of 1.0 seconds of all -red clearance. 24. All new signals shall use consistent phase numbering with phase 2 as northbound through. 25. Traffic signals installed for the exclusive benefit of private property (where the minor streets are private accesses) shall have operation and maintenance expenses paid by the benefiting property owners. Street Lights 1. Street lights shall be as shown in the Federal Way Illumination standard plan, except for City Center, where t City Center Design Guidelines shall be used. 2. The City will be responsible for maintenance and operation costs for all new streetlights, as well as existing streetlights at signalized intersections and arterials only. 3. New street lights should have metered service. If one streetlight is being installed in isolation from any other streetlights, direct -feed unmetered service may be permitted. 4. New street lights will only be installed at the City's expense as part of a Capital Improvement Project or to ameliorate a pattern of collisions occurring in hours of darkness that may be preventable by the addition of str lighting. Development Review 1. Minimum shoulder walkway widths for school access routes: 8 feet on arterials and principal collectors with extruded curb 2 feet beyond the edge stripe; 5 feet on minor collectors and local streets with edge stripe. 2. See also separate Guidelines for the Preparation of Transportation Impact Analyses. KATRAFFICTOLICIES. WPD 10. Left -turn phasing shall be the least restrictive possible: a. Default to permitted b. Protected/Permitted if needed for capacity C. Protected if sight distance inadequate (based on AASHTO intersection sight distance criteria for left - turns into minor approach), high pedestrian volumes, high conflicts or accident experience, more than one left -turn lane, or for lead/lag operation. NOTE: Upon allowance by MUTCD revision, revise to permitted intervals using flashing yellow arrow when opposing through phase is green. 11. Right -turn overlaps shall be protected/permissive where allowed by having a right -turn lane, and a complementary protected left -turn phase where U-turns are not permitted. 12. Interconnect should be provided when new signals are installed within one-half mile of existing signals. See Interconnect Master Plan in Comprehensive Plan. 13. All WSDOT Type II and III Signal Standards shall have terminal cabinets mounted 135' counterclockwise fr the point of mast arm attachment. 14. All vehicle loops shall be 6-foot square or round. 15. Presence detection shall be provided on all vehicle lanes, using loops centered 4 and 20 feet in series and 36 f from the stop bar spliced in the closest junction box. 16. Advance loops shall be placed based on 2.5 second gaps, providing adequate stopping sight distance from any advance loop at any speed less than or equal to the posted speed limit on through travel lanes, as shown in the table below: Approach Posted Speed (mph) Distance from stop bar (feet) 20 or less 60 25 90 30 130 35 170 40 80,225 45 120,285 50 165,350 55 225,425 60 or greater 285,505 17. The first advance loops on each approach should have separate inputs for each lane for counting. 18. All loops should call appropriate phases, except for presence loops on turn lanes with other than protected on phases. All advance loops shall extend phases. 19. Carryover should be used only to resolve high accident locations or to temporarily cover for other loops that a r POSTED SPEED (MPH) X S I (FT) S 2 (FT) 25 _ - 105 30 -- 140 35 -- 185 40 115 230 45 155 285 50 195 340 Z —1 3AUJ3 Q 3B W J [�F_l o H U w A __l 2A [Q IE w ADVANCE LOOPS ARE NOT REQUIRED FOR TURNING LANES & MIN❑R THROUGH LANES PUBLIC WORKS *101 39 �_::: i _1�1 - - DEPARTMENT SERIES CONNECTED LOOP 1-2 COUNT DETECTOR LOOP 3 (DRAWING NOT TO,SCALE) NOTES: ; 1. USE XYZ L❑LIP NUMBERING SCHEMATIC, WHERE, X IS THE PHASE # Y IS LANE # FROM INSIDE Z IS LOOP # FROM ST❑PBAR 2, USE 3' X 25' LOOP FOR BIKE LANES a- 3, PHASE 2 IS ALWAYS o NORTHBOUND THRU DIRECTI❑N J d W O F- o Q J H Q W W U � z w z A H Q N N N ---STOP BAR LOOP SCHEMATIC D3 440 Page 1 of 1 Sarrdy Long - FW- Progressive Fed Way From: "Tasha Atchison" <TashaA@TheTranspoGroup.com> To: "Rick Perez" <Rick.Perezpcityoffederalway.com>, <Sarady.Long(a cityoffederalway.com> Date: 11/1/2005 1:13 PM Subject: FW: Progressive Fed Way CC: <thamula@zarembagroup.com>, <dhill@TriadAssoc.com> Sarady and/or Rick — Issac, our planner for Progressive, is saying there is something he needs from you to issue the SEPA decision Please let me know what is the status and if you need our help — our understanding was you have everything you need from us. We were expecting the decision to be issued weeks ago. Thanks, Tasha From: Todd Hamula[mailto:THamula@zarembagroup.com] Sent: Tuesday, November 01, 2005 12:44 PM To: Don Hill Cc: Tasha Atchison Subject: RE: Progressive Fed Way - Mtg with WSDOT and City. Don, I spoke with Issac on Monday and sounds like he is waiting for something from Sarridy. How can we get this completed? f e c e e g c e g e Page 1 of 1 Sarady Long - Re: FW.- Progressive Fed Way From: Sarady Long To: Rick Perez; Tasha Atchison Date: 11/1/2005 3:15 PM Subject: Re: FW: Progressive Fed Way CC: dhill@TriadAssoc.com; thamula@zarembagroup.com Hi Tasha, I have been out of the office since Oct. 4 and just return last week working mostly part time. Anyway, I need to provide him (Isaac) with SEPA conditions for the project. It has been in draft form since I left and I would need to finalize it. Please email me Synchro file for SR 99/16th Ave S with split phase. Assuming everything is okay, I should have it done this week for Rick and Ken to review. Sarady >>> "Tasha Atchison" <TashaA@TheTranspoGroup.com> 11/1/2005 1:14 PM >>> Sarady and/or Rick — Issac, our planner for Progressive, is saying there is something he needs from you to issue the SEPA decision Please let me know what is the status and if you need our help — our understanding was you have everything you need from us. We were expecting the decision to be issued weeks ago. Thanks, Tasha From: Todd Hamula[mailto:THamula@zarembagroup.com) Sent: Tuesday, November 01, 2005 12:44 PM To: Don Hill Cc: Tasha Atchison Subject: RE: Progressive Fed Way - Mtg with WSDOT and City Don, I spoke with Issac on Monday and sounds like he is waiting for something from Sarridy. How can we get this completed? f e c e e g c e g e MEMORANDUM Date: To: October 14, 2005 Rick Perez, P.E., City of Federal Way Sarady Long, P.E., City of Federal Way Dan McKinney, Jr., Transpo From: Tasha Atchison, P.E., Transpo The Transpo GI-ap TG: 05108.00 Subject: Progressive Service Center - Split Phase Analysis (3401h Street/SR-99) The purpose of this memorandum is to provide an updated level of service analysis for the intersection of 340" Street/ SR 99, reflecting a split phase tuning plan for the east -west movements. The intersection of 340`h Street/SR 99 was originally evaluated using permitted east - west phasing in the traffic impact analysis; this updated analysis evaluates an alternative with split east -west phasing. This operational change was recommended by the City during the design review due to potential sight distance limitations. With permitted east -west phasing; the east and west approaches operate simultaneously with the left turns having to yield to on -coming traffic. The revised east -west split phasing provides a separate green phase for each the east and west approaches, providing protected left turn movements. The intersection geometry at 340`h Street/SR 99 requires long crossing times for pedestrians. When incorporating pedestrian phases into Syncho, the software evaluates operations as if a pedestrian crossing occurs during every phase of a signal cycle. This overstates typical operations at this location because very few pedestrian crossings are anticipated. To provide a clearer picture of operations, the intersection was evaluated without and with pedestrian crossings to show the difference in operations for when the pedestrian button for each crosswalk is activated during the same signal cycle. The results of each alternative are provided below in Table 1. Table 1. LOS Comparison Table Split Phasing without Split Phasing with Pedestrian Crossings Pedestrian Crossings 340t1 Street & SR 99 LOS, Delay' V/C3 LOS Delay V/C Weekday_PM PeAk_N.our Overall Intersection C 27.9 0.60 F 204 0.60 Eastbound Left/Thru/Right E 57.9 0.34 E 55.0 0.15 Westbound Left E 56.0 0.53 D 46.6 0.42 Westbound Thru/Right D 50.8 0.09 D 44.2 0.07 Northbound Left E 79.0 0.07 E 69.0 0.07 Northbound Thru/Right C 23.2 0.39 A 8.9 0.30 Southbound Left D 37.4 0.90 F 445 1.87 Southbound Thru/Right B 12.8 0.24 A 7.2 0.25 1. Level of service, based on 2000 Highway Capacity Manual methodology 2. Average delay in seconds per vehicle. 3. Volume -to -capacity ratio reported for signalized intersections. The Transpo Group Inc. 11730118th Avenue N.E., Suite 600 Kirkland, WA 98034-7120 425.821.3665 Fax: 425.825.8434 As shown in Table 1, the intersection is anticipated to operate at an overall LOS C when no pedestrian phases are activated. When pedestrian phases are activated on all phases, the overall level of service would degrade to LOS F. The LOS F is a direct result of the need to serve minimum pedestrian clearance times rather than vehicle demands. This is a result of green time being taken away from the southbound left turning movement and given to the northbound through movement to serve the pedestrian phase. Intersection operations are further complicated by the need to meet pedestrian minimum times during the east -west phases, which take additional time away from the critical southbound left movement. Considering there are few pedestrian crossing expected in this area, the intersection would operate at LOS C the majority of the time but would operate poorly if/when all of the pedestrian phases are activated. The Transpo Group Page 2 10/12/2005 Federal Way Progressive Service Center 1: 340th Street & SR 99 2006 PM Peak With Proj. - Without Ped Phases rCi�Vl,'4'rolip EST WaL WET Nei NBT -QB s9i_ Lane Con6guralwns 4. 1 U K to 11 TT. Volule"h) 13 55 la 1 535 985 5D5 Lane Group Flow(vph) 15 57 10 1 567 1015 614 TvrKTypa sphl Pool Prot . Protected Phases 8 E 1 6 5 2 Permitted Phaees _ Delcclar Phases 8 8 1 6 5 2 Minimum Initial {sj 5A 5.0 5.0 6,0 5A S.0 5.a- !,lrnlmum Split (a) 10.0 10.0 10.D 10.0 10,0 10-0 10.0 raw SpHrle7 13.0 174 1110. 139 16,43 .-.64.0 17,1) To1aI Split M) 10.E % 14.2 r 14,24% 10.$-.4 30,0% 45.0% 64.2%, Yellow Time jay 4-0 4.0 4.0 4A 4.0 4.0 4.0 AH-Red Time (s) 1-0 1.0 1-0 1.0 1.0 1.0 t,0 Leadrl.a9 Load Lag Lead LagLead, Lag Oplimize t Recall Made None Nona Nona Nana Min None C-Max - vlc Rai* 0.17 0.47 0.0E 0.01 0.3E 0,00 0.21 control Detag W.3 01.7 49.2 74,0 24,7 36-2 1114 „ Queue ❑clay 0-0 C.0 0.0 0.0 0.D D.O 0.0 701W Delay 66.3 63,7 492 74.0 24.7 38.2 11.4 Queue Length Stith try 11 45 6 0 163 432 121 9ueuELength 95lri(Ry 34 m91 MIS ni4 m284 478 ni247 Internal Link Dist (D) 236 1 1296 133 Trim lefty L-Odi (lb 400 Bose Capacity (414) 126 175 186 1 17 1573 1399 2674 q*ieetonCap.Reddcin 0 0 0 0 0 9: A SO back Cap Redu cln 0 0 0 0 0 0 0 g1ore.grp Rodut.n 0 0 0 0 9 0 U-- Roduced We Rn On 0,12 0-33 0.05 0.01 0.36 0.73 0.2t Cycle Length- 120 6du4wfi Cycle Length- 120 OftaL:0 (0%), Referenced to nh ase 2: SST, Smi of 1sl Gicen tleiweal tyde- 60 Control Type: Asluate d•Counfmal e d m'' VOl4Riie for 950i parconiile queue is malared W upstream signal SpW and Phases: 1: 3401h Street 3 SR 99 M:\05\05106 Federal Way Progressive\LOS\City of FW P03-05 PM-Prog_Proj Split -without ped phases.sy7 Synchro 6 Report The Transpo Group Timings 10/12/2005 Federal Way Progressive Service Center 1: 340th Street & SR 99 2006 PM Peak With Proj. - Without Ped Phases ketui rtow nnpfl 1900 1800 IfM 11JO0 1900 1600 1900 1900. 1600 1900 1000 isp0 Grade y;il 0 05. 091� -21I. Total L0311 lima te) 5,0 5A 5-0 5.0 5.0 5.0 SA Lane V1:1. Facrur 1.00 1.00 1.00 1.00 O.D5 0.97 0,95 Frpp, pe4r5ikeI 1.00 t.00 1.00 $,00 1.00 1.00 1.00 Flp6, pedfui key M 1.00 1,00 1.00 1.00 1,00 1.01) Fri 0.90 1100. 1.00 1.00 1.00 1.00 1.00._:... F11 Pro 1ected 1-00 0.95 1.00 0.95 1-00 0.95 1-00 BaSd: Flayf,(prorj. 1677 1745: 1683 1752 .3.454 W1 3516 Fit Permitted 1-00 0.95 1.00 0.05 1-00 0.96 1.06 SaicUFlow( 1577 1149. 1863 1752 3454 34V 3618 Volume (vph) 1 13 1 55 10 0 1 535 15 965 595 1 Peak-fwurWin r,PHF 0.07 13.97 0.97 0_,97 0.97 0.97 0.97 0.07 0:97 6.97 0.97 a.e7 Adj. Flow(vph) 1 ]3 1 57 10 0 1 552 15 1D75 613 1 RTOR Reduction (vph) 0 1 a - 6 0 0 0 1. -0 0 0 0 Lane Group Flow (vph) 0 14 0 57 10 0 1 566 0 1015 614 0 Conn. Ped3. (111hf) 10 10 Heavy vehicles M) W9 0;G 0% 2 % 2% 2 % 3% 3% 3% 3% 3% 3% We Blockagao t0l4try 0 0 0 3 0 5 a 5 1� 1 3 0 Turn Type, Split Split Prot Pfeil Prulected Phaeea 4 4 B 8 1 E 6 2 Permitled Phases Lkoaled,Grenni G (a) 2.6 7,4 7.4 1.0 50.6 39.4 89,0 Effective Green, g. (s) 2.6 7.4 7-4 1.0 5W3 59A E9.0 �Gliieleli,4fC Ratio 0,02 0.06 OM 0.01 0.42 0.33 0.74 Ciaarance Time (il 5.0 5.0 5-0 5.0 5.0 5-0 5-0 yohle6 Eairaneian (a) La 2.0 2.0 2.0. 40 2.D 2.0 Lane Grp Cap Ivph) 41 108 115 15 1456 1125 2609 Ws Rmlo Prot 0,01 C0.03 0.01 0.00 00.16 d0.30 0.17 vls Ratio Perm vie Rolla 0:34 0,63 0.09 0,07 D.39 0.90 0.24 Uvourn Delay, d 1 57.9 54-6 53.1 59.0 24-0 3E.5 49 Proprliwddn FOcim 1,00 0-99 (1-95 1.3"s 0.96 0.01 Z.61 Incremental Delay, d2 1.6 2.0 DA 0.7 0.1 6.1 0.1 bow, (s) S9,7 56.0 50.8 79,0 23,2 37A 12.8 Level or Service E E 0 E C 0 B .XpjODetay[s) 59.7 55.3 23,3 28.1 Approach LOS E E C C HCM Average Con Iry Oefay 27.9 HCM Lovat of Sc Nice C HCM Volume 10 eapgclty taiio 0.60 Actuated Cyclo Length (gl 120-0 Sum al lost lime (s) 20.0 In1er"Ctlnn capadly uhfaaapn 56VA ICu Laval of Se rvlce _ C Analysis Period I(rin) 15 t Crifirai Lane Group _- MA05\05108 Federal Way Progressive\LOS\City of FW P03-05 PM-Prog_Proj Split - without ped phases.sy7 Synchro 6 Report The Transpo Group HCM Signalized Intersection Capacity Analysis Federal Way Progressive Service Center 2006 PM Peak Wdh Proj. - With Pad Phases & Baseline Min Splits 10/12/2005 1: 340th Street & SR 99 4- - .,\ ? I- 1 Marie c..onnguraanna H+ -1 W 11 TP 1-1 ri' Vohrme NO)...._ _ _ 13. 55 10 I 535 9a4 505. Lana Group Flow(vph) 15 57 10 1 567 1015 614 Tum Type Split prat Prot protected Phases 4 8 6 1 6 5 2 Pwmlllad Phaaas Detector Phases d 8 8 1 5 5 2 MinlnitiM Initial (s) , mr .5.0. 5.0 6.0 .S:9 S.D. 5,0 . Minimum Split (s) 26.0 26.0 23.0 10.0 40.0 15.0 15.0 Total Spllt;s) 28.6. 28.0 20.0 10,0 40.:0 24.0 54.0. Total Split M) 23.31 23.3% 23.3% 6.31 33.3% 20.0% 45.0% Yelfew i vna (S) 4.0 4.0 4.0 4.0 4.0 4.0 4.11 _.., AN -Rod Time Isj 1.0 1.0 1.0 1.0 1.0 1.0 1.0 LeadrLog Lead tag .Lead Lsg. La ad• Lag Optimize? Roca" Made alone None None None Min Nona C-Max vfc Ratio 0 11 0.36 9.08 0.01 0,28 1 67 0.23 Canine Delay 41.1 49,4 40.0 64.0 10.6 424.3 V3: Queue Delay 0.0 0.0 0.0 OX 0.0 0.0 0.0 fetal Delay 47.1 49.4 ADA 64.0 10.6.. 424.3, 9.3 .. ... Queue Length WNh (II) 1$ 43 7 0 At -603 6 Queue Lorigth 95th (fl) 29 m87 m17 m3 m23S *173 rr1275. Wumal Link OisN (11j 238 1 12M 133 Tim Bay LangOi (a) 400 .. Base Capnify(vph) 361 335 357 73 2011 643 2722 Slervalign Cap Redudn. 0 0 0 0 0 0 0 Spitlh ack C mp R eductn a 0 0 0 0 0 0 Slbiaye:CapReductn 0. 0 0 .0 0 0 0' Re ducpd We Ralio 0.64 0.17 0,03 O.DI 0.28 1.87 0.23 CY� .._ _ . ., - ,-.. . . . _.. „� Cycla Length. 120 ngluated.Cydiolength 12(l _.aji 011set: 0 (0%). Referenced to phase 2.SST_ Slan at 1st Green. Na iuraf Oydv %35 Cc rNlrul Type: Actuated-Cawdlna led - vowfn4.40[�Pacity. queue is lheoreNliaily rnlinhe. _3� Queue shown is trtaxtrrwm aher MG Cycles. ■ 9511h:o. teRllla +(glpn & axcse0v wpprJty, gvdOJl;iltijy.11l Wolf.Queue shorn is maximum after t" cycles, in Vownso lv9sili.pdrei Nile gtraue is rnelorad 0y upatraam signal. Splits and Phases: 1: 3401h Street & SR 99 ��2 .4 aB MA05\05108 Federal Way Progressive\LOS\City of FW P03-05 PM-Prog_Proj Split - with pad phases.city, min3la teyL Report The Trenspo Group Timings 10/1212005 Federal Way Progressive Service Center 1: 340th Street & SR 99 2006 PM Peak With Proj. -With Pod Phases & Baseline Min Splits lPlalF !.twhRf)., 5000 Yp60, _t gon_. .. 1900. 190D 1B00 19DO. 11100 1900 1000 1".0 1900 Grade {4S1 015 014 055 •2% Tot41 Las$ lime Ls) 5.0 5,0 6.0 5A 5.0 5.0 5.0 Lone Util, Fado+ 1.[W 1.00 1,00 1.00 0.95 0.97 0.95 FrPb,gedlWkes 1.00 1.00 1.06 1.00 1,00 1.00 1.00 Flfih. padlaikes 1.00 1,00 1.00 1.(1f1 1.00 1.00 1.00 0.99 1.00 1.00 1,00 1.6D 1.00 1,60 Fit Prulocted 1.00 0.95 1100 0.95 1.00 0.96 1.00 Sald;FldiV_{pmij 1077 5748, 19a3 1752 3454 3427 3518 Fit parnulled 1,60 0.95 1.00 0,95 {,00 0.95 1.00 Said. Flaw flit] 11W 1748 1863 1152 3454 3427 3510 Voluma jvph] I l3 1 $5 10 0 1 535 15 985 596 1 Nak-lour fnaor, PH 0.07 0.07 0.97 0.97 13.97 0.97 0.97 0.97 0,97 0,07 9:87 0.97 Adi'Ffow(,ph) 1 13 1 57 10 0 1 552 15 101.5 613 1 ATOR_Redoclion (vph) 0 1. 0. a 6 0 0 1 0. D 0 0 Lano Group rlow jvphj 0 14 0 57 10 0 1 566 0 1015 614 0 OMR: Pads. (A'ho 10 10 Hravy Vehicles 1°10 ov. 01A 010 2% 214 2% 3% 3% 3% 3% 3% 3% F otailed phases 4 4 8 .6 t 0 5 2 Perrmued Phases Aclualod Gfeea, G (I) 5.6 9.4. 9:4 1.0 65,s 19.0 a3.4 Fffeclivo Green, n (0 5.9 9.4 9.4 1.D 65.6 10,0 63.9 Aotualad.g;c Ratio 1105 0.08 0.04 0.01 0,55 0.16 0,70 Ciewaaca Time is) 5,0 6.0 &0 5.0 5.0 5.0 S.D Yls palm Prat C0.01 c0.03 , 0.01 0.00 c0.16 cq.30 .0,17 Ws Ralio Perm yfcRftatio G.42 %ol 0,07 0,30 1,87 0.25 Undorm DaWy, ell _..0.15 54.7 52.7 512 59.0 14.6 5D-5 6,6 Progroseidr FeoinP 1:0¢ 6.87 0,8a sA6 6:60 0.96„ 1A7 fnen:-rital Delay. d2 0.3 0.7 0.1 0.7 0A 395.2 0.1 patty (sj 55.0 45.6 44.2 69.0. &A 444.11 7.2 Laval of Sarnca E ❑ O E A r A ach aalay Ic}. P. 55.0. 46.3 9,8 279:0 Approach LOS E 0 A F falG�dlr`.SIrINl4ry'- HCM Avarage Control Polay 204,0 HCM Leval of Sorvieo F 11.C30•Yq!tlma to Capadly ra Lo Actualed Cyola Length (s) 120.0 Sum of JOIN lime (s) 2.0.0 1rilsradialon Oapachy V4lrxation 7Z,2% ICU Leval of SoMeii, C , Analy5is Pe nod (min) _ J. Crillcel Laria.13MVP MAOS\05108 Federal Way Progressive\LOS\ 11y, of FW P03-05 PM-Prog Proj Split - with pod phases.city, minSpil3tayB Report The Transpo Group HCM Signalized Intersection Capacity Analysis A@rya nne Zukowski - Preliminary parking r -nbers for the SDA � - _ _ _ Palle From: Maryanne Zukowski To: TIM MILLER Date: 10/28/2005 4:50:35 PM Subject: Preliminary parking numbers for the SDA I received your VM. Perfect if the number of stalls match the analysis. Analysis is AOK. Please make sure the final contains: 1- The final report will need to be bound and stamped to include maps and exhibits of the total site. Aerials are may be used, but the parking lot layout existing vs. proposed needs to be clearly depicted. Since the site is undeveloped, just make a statement on the exhibit that this is a new facility. 2. Please have the owner provide and place in the report: All special events and schedules outside of normal daily building usages are not noted within this current letter. Note the design is for the maximum demand as noted in the prelimary parking numbers. If for some reason the stall numbers are not the same cut, paste, and/or modify from the following as this is from the city center project: Transportation Demand Management (TDM) — TDM actions can be used to reduce the impact of the project and as a mitigation action. These actions may include provision of transit passes to tenants and employees, ridesharing programs, priority carpool parking, and guaranteed ride home programs. TDM actions are designed to primarily address commute trips and may not be applicable as mitigation for all developments. Table III-13 (page 60) of the City of Federal Way Comprehensive Plan (2003 revision, Chapter 3, Transportation Element) stratifies various TDM alternatives by their functional grouping and potential effectiveness, implementation difficulties, and expected cost effectiveness. These strategies include: Telecommuting, Parking Pricing and Subsidy Removal, Compressed Work Week, Employer -Based Management, and Parking Supply Strategies. Based upon the above, the following recommendations are made for developments within the study area: 1. Encourage voluntary expansion of the CTR Program to employers of less than 100 employees. The encouragement by employers may be as diverse as subsidized bus passes, car pool space priority, bike racks, shower facilities, van pools, car pool information access, telecommuting, variable work hours, etc.2. Encourage the formation and expansion of area -wide ride -sharing programs. Such programs operate with little direct cost to the City and are highly cost-effective.3. Facilitate the support in the creation of Park and Ride facilities and transit centers to supplement the regional system, either directly through acquisition of property or indirectly through development conditions where employer vans are required to shuttle employees to Park and Ride facilities or transit centers.4. Facilitate enhancements to the HOV System. This may include the dedication of property for HOV lanes, construction of arterial HOV lanes on City, and priority treatments for buses at traffic signals. At the very least, opportunities to support improved access to the State system of HOV lanes should be identified and supported.5. The increase density of land uses and encouraged mix of uses to locate near bus routes, park and ride lots, and transit centers through the adoption of the FWCP and its supporting zoning is part of the City Planned Action SEPA. The development proposals shall support this policy which is vital to the creation of a regional bus and rail system and will also be an effective way to reduce traffic congestion and air pollution.6. Encouragement of mini transit centers in the City Center, neighborhood shopping areas, and multifamily nodes, together with enhanced pedestrian and bicycle access and security can be implemented through development proposals.7. Improve pedestrian and bicycle access to bus routes and transit centers. This can be a requirement of subdivision, development, and redevelopment. The City may need to acquire easements and construct trail connections. Development incentives could be granted for providing such amenities that are pedestrian, bike, and transit friendly. While bicycle, pedestrian, and bus transit services and facilities may be desirable for other reasons; they should not be looked on as highly cost-effective strategies to the exclusion of those actions listed above. The Transpa Group MEMORANDUM Date: October 14, 2005 TG: 051 08.00 Rick Perez, P.E., City of Federal Way To: Sarady Long, P.E., City of Federal Way Dan McKinney, Jr., Transpo From: Tasha Atchison, P.E., Transpo Subject: Progressive Service Center - Split Phase Analysis (3401h Street/SR-99) The purpose of this memorandum is to provide an updated level of service analysis for the intersection of 340`h Street/ SR 99, reflecting a split phase timing plan for the east -west movements. The intersection of 340`h Street/SR 99 was originally evaluated using permitted east - west phasing in the traffic impact analysis; this updated analysis evaluates an alternative with split east -west phasing. This operational change was recommended by the City during the design review due to potential sight distance limitations. With permitted east -west phasing; the east and west approaches operate simultaneously with the left turns having to yield to on -coming traffic. The revised east -west split phasing provides a separate green phase for each the east and west approaches, providing protected left turn movements. The intersection geometry at 340`h Street/SR 99 requires long crossing times for pedestrians. When incorporating pedestrian phases into Syncho, the software evaluates operations as if a pedestrian crossing occurs during every phase of a signal cycle. This overstates typical operations at this location because very few pedestrian crossings are anticipated. To provide a clearer picture of operations, the intersection was evaluated without and with pedestrian crossings to show the difference in operations for when the pedestrian button for each crosswalk is activated during the same signal cycle. The results of each alternative are provided below in Table 1. Table 1. LOS Comparison Table Split Phasing without Split Phasing with Pedestrian Crossings Pedestrian Crossings 340`h Street & SR 99 LOS' Delay' V/C LOS Delay V/C Weekday PM Peak Hour Overall Intersection C 27.9 0.60 F 204 0.60 Eastbound Left/Thru/Right E 57.9 0.34 E 55.0 0.15 Westbound Left E 56.0 0.53 D 46.6 0.42 Westbound Thru/Right D 50.8 0.09 D 44.2 0.07 Northbound Left E 79.0 0.07 E 69.0 0.07 Northbound Thru/Right C 23.2 0.39 A 8.9 0.30 Southbound Left D 37.4 0.90 F 445 1.87 Southbound Thru/Right B 12.8 0.24 A 7.2 0.25 1. Level of service, based on 2000 Highway Capacity Manual methodology. 2: Average delay in seconds per vehicle, 3: Volume -to -capacity ratio reported for signalized intersections. The Transpo Group Inc. 11730 118th Avenue N.E., Suite 600 Kirkland, WA 98034-7120 425.821.3665 Fax: 425.825.8434 As shown in Table 1, the intersection is anticipated to operate at an overall LOS C when no pedestrian phases are activated. When pedestrian phases are activated on all phases, the overall level of service would degrade to LOS F. The LOS F is a direct result of the need to serve minimum pedestrian clearance times rather than vehicle demands. This is a result of green time being taken away from the southbound left turning movement and given to the northbound through movement to serve the pedestrian phase. Intersection operations are further complicated by the need to meet pedestrian minimum times during the east -west phases, which take additional time away from the critical southbound left movement. Considering there are few pedestrian crossing expected in this area, the intersection would operate at LOS C the majority of the time but would operate poorly if/when all of the pedestrian phases are activated. The Transpo Group Page 2 10/12/2005 Federal Way Progressive Service Center 1: 340th Street & SR 99 2006 PM Peak With Proj, -Without Ped Phases 1 T " 1 Lane Group EBT WBL WBT NBL NBT SBL SBT Lane Configurations 11 T. `xj TT. )1S ft. Volume (vph) 13 55 10 1 535 985 595 Lane Group Flow (vph) 15 57 10 1 567 1015 614 Turn Type Split Prot Prot Protected Phases 4 8 8 1 6 5 2 Permitted Phases Detector Phases 4 8 8 1 6 5 2 Minimum Initial (s) 5,0 5.0 5,0 5_0 5 0 5.0 5 0 Minimum Split (s) 10.0 10.0 10.0 10-0 100 10.0 10.0 Total Split (s) 13.0 17.0 17.0 13.0 36 0 540 77.0 Total Split (%) 10,8% 14.2% 14.2% 10-8% 30-0% 45.0% 64.2% Yellow Time (s) 4.0 4.0 4,0 4.0 4.0 4 0 4.0 All -Red Time (s) 1.0 1.0 10 1 0 1.0 1.0 1-0 Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize? Recall Mode None None None None Min None C-Max We Ratio 0.17 0.47 0.06 0.01 0.36 0.90 0.21 Control Delay 56.3 63.7 49.2 74.0 24-7 382 11 4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 56,3 63.7 49.2 74.0 247 38 2 11 4 Queue Length 50th (fl) 11 45 8 0 163 432 121 Queue Length 95th (11) 34 m91 ml8 m4 m284 478 m247 Internal Link Dist (n) 238 1 1296 133 Turn Bay Length (fl) 400 Base Capacity (vph) 126 175 186 117 1573 1399 2874 Starvation Cap Reductn 0 0 C 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.12 0.33 0.05 0,01 0-36 0.73 0.21 Intersection Summary - - Cycle Length: 120 Actuated Cycle Length- 120 Offset: 0 (0%), Referenced to phase 2:SBT, Start of 1 si Green Natural Cycle 60 Control Type: Actuated -Coordinated m Volume for 95th percentile queue is metered by upstream signal ,Splds and Phases 1 3401111 Slnvn t 9R 99 �1. Ills• M:\05\05108 Federal Way Progressive\LOS\City of FW P03-05 PM-Prog_Proj Split - without ped phases.sy7 Synchro 6 Report The Transpo Group Timings 10/12/2005 Federal Way Progressive Service Center 1: 340th Street & SR 99 2006 PM Peak With Proj_- Without Ped Phases Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4+T. 13 Vi +T. )) +");a Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade(%) 0% 0% 0% -29/6 Total Lost lime (s) 5.0 5,0 5.0 5.0 5 0 5 0 5 0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 0.97 0.95 Frpb, pod/bikes 1.00 1.00 1 00 1.00 1 00 1 00 1 00 Flpb, ped/bikes 1.00 1.00 1.00 1,00 1.00 1.00 1.00 Fri 0.99 1 00 1 00 1 00 1 00 1 00 1 00 FII Protected 1.00 0 95 1.00 095 1 00 0 95 1 00 Said. Flow (Prot) 1877 1748 1863 1752 3454 3427 3518 FIR Permitted 1.00 0.95 1.00 0,95 1.00 0,95 1.00 Said. Flow (Perm) 1877 1748 1863 1752 _3454 _3427 3518 Volume (vph) 1 13 1 55 10 0 1 535 15 985 595 1 Peak -hour factor. PHF 0.97 0.97 0.97 097 0.97 0,97 0.97 0,97 0.97 0.97 0.97 0.97 Atli. Flow (vph) 1 13 1 57 10 0 1 552 15 1015 613 1 RTOR Reduction (vph) 0 1 0 0 0 0 0 1 0 0 0 0 Lane Group Flow (vph) 0 14 0 57 10 0 1 566 0 1015 614 0 Conn Peds (#/hr) 10 10 Heavy Vehicles (%) 0% 0% 0% 2% 2% 2% 3% 3% 3% 3% 3% 3% Bus Blockages (#/hr) 0 0 0 3 0 5 0 5 1 1 3 0 Turn Type Split Split Prot Prot Protected Phases 4 4 8 fi 1 6 5 i Permitted Phases Actuated Green, G (s) 26 74 7 4 1 0 506 394 89.0 Effective Green, g (s) 2.6 7-4 7.4 1.0 50.6 39.4 89.0 Actuated g/C Ratio 0.02 0,06 0.06 0.01 042 0 33 0.74 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2-0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 41 108 115 15 1456 1125 2609 v71 Relio Pml c0 01 c0.03 0.01 0.00 c0 16 c0 30 0.17 Ws Relm perm VCR alra 0 34 0 53 009 007 0 39 0.90 0 24 Llnilornl Oe1ay, d5 57.9 54.6 53.1 59.0 24.0 38.5 4.9 Pmemolvn Factor 1.00 0.99 095 1 33 0.96 0 81 2,61 Iruromantat091W. d2 1.8 2.0 0.1 0.7 0.1 6,1 0.1 colay (S) 59 7 56.0 50 8 79.0 23.2 37.4 12.8 level of seance E E D E C D B Approach Delay {n) 59 7 55 3 23.3 28.1 Approach LOS E E c C Inter"':tiort summary HCM Average Control Delay 27.9 HCM Level of Service 6 HCM Volume to Capacity ratio 060 Actuated Cycle Length (s) 120-0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 66 6% ICU Level of Servrn C Analysis Period (min) 15 c Critical Lane Group M:\05\05106 Federal Way Progressive\LOS\City of FW P03-05 PM-Prog_Proj Split - without ped phases.sy7 Synchro 6 Report The Transpo Group HCM Signalized Intersection Capacity Analysis 10/12/2005 Federal Way Progressive Service Center 1: 340th Street & SR 99 2006 PM Peak With Proj. - With Ped Phases & Baseline Min Splits Lane Group EBT WBL WBT NBL NBT SBL SBT _ Lane Configurations 4 T� I +T1 )"i +T. Volume (vph) 13 55 10 1 535 985 595 Lane Group Flow (vph) 15 57 10 1 567 1015 614 Turn Type Split Prot Prot Protected Phases 4 8 8 1 6 5 2 Permitted Phases Detector Phases 4 8 8 1 6 5 2 Minimum Initial (s) 5.0 5.0 5.0 5.0 5 0 5.0 5 0 Minimum Split (s) 28.0 28 0 28.0 10.0 40.0 15.0 15.0 Total Split (s) 28.0 28 0 28.0 10.0 40.0 24 0 540 Total Split(%) 23.3% 23.3% 23.3% 8.3% 33.3% 20.0% 45.0% Yellow Time (s) 4.0 4,0 4.0 4.0 4.0 4 0 4 0 All -Red Time (s) 1-0 1-0 1.0 1-0 110 1 0 1.0 Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize? Recall Mode None None None None Min None C-Max v/c Ralio 0,11 0.38 0.06 0.01 0,28 137 023 Control Delay 47.1 49.4 40.0 64.0 10.6 424 3 9 3 Queue Delay 0,0 0,0 0,0 0.0 0.0 0-0 0-0 Total Delay 47,1 49.4 40.0 64.0 10.6 424.3 93 Queue Length 50th (fl) 11 43 7 0 41 -603 6 Queue Length 95th (fl) 29 m87 m17 m3 m235 #773 m275 Internal Link Dist (h) 238 1 1296 133 Turn Bay Length (h) 400 Base Capacity (vph) 361 335 357 73 2011 543 2722 Starvation Cap Reducln 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced we Ratio 0.04 0,17 0.03 0.01 0.28 1.87 0.23 Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:SBT, Stan of 1st Green Natural Cycle- 135 Control Type: Actuated-Coordinaled - Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles m Volume for 951h percentile queue is metered by upstream signal Splits and Phases: 1- 3401h Street & SR 99 _ -a.. t. M.\05\05108 Federal Way Progressive\LOS\City of FW P03-05 PM-Prog_Proj Split - with ped phases.city minSplit tayE Report The Transpo Group Timings 10/12/2005 Federal Way Progressive Service Center 1: 340th Street & SR 99 2006 PM Peak Wth Prot. - With Ped Phases & Baseline Min Splits ,--* (-t- 4--4\ t � 1 4/ MoveiTnal EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations T. "'i T. tij + 1. t115 t14. Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade(%) 0% 0% 0% -2% Total Lost time (s) 50 50 5 0 5-0 5.0 5 0 5 0 Lane Ulil., Factor 1 00 1A0 1.00 1.00 0.95 0.97 0.95 Frpb, pecilbikes 1 00 1 00 1 00 1.00 1-00 1.00 1 00 Flpb, ped/bikes 1,00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.99 1 00 1 00 1 00 1.00 1.00 1 00 FII Protected 1-00 095 1.00 095 1 00 0 95 1.00 Said Flow (pral) 1877 1748 1863 1752 3454 3427 3518 Fit Permitted 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Sato. Flow (perm) 1877 1748 1863 1752 3454 3427 3518 Volume (vph) 1 13 1 55 10 0 1 535 15 985 595 1 Peak -hour factor, PHF 0 97 0.97 0.97 0.97 097 0.97 0,97 0 97 0.97 0 97 097 0.97 Adj. Flow (vph) 1 13 1 57 10 0 1 552 15 1015 613 1 RTOR Reduction (vph) 0 1 0 0 0 0 0 1 0 0 0 0 Lane Group Flow (vph) 0 14 0 57 10 0 1 566 0 1015 614 0 Conn Pads (#/hr) 10 10 Heavy Vehicles (%) 0% 0% 0% 2% 21/6 2% 3% 3% 3% 3% 3% 3% 8� awclmga [lRvy 0 0 0 3 0 5 0 5 1 1 3 0 Turn Type Split Split Prot Prot Protected Phases a + 8 a 1 6 5 2 Permitted Phases Actuated Green, G (s) 5 8 9.4 9.4 1 0 65 8 190 83 8 Effective Green, g (s) 5.8 9.4 9.4 1.0 65,8 19-0 83-8 Actuated g/C Ratio 0.05 0.08 0.08 001 055 0 16 070 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5 0 vehicle Emen+ion S 2.0 2.0 2.0 2.0 2,0 2-0 2-0 Lane Grp Cap (vph) 91 137 146 15 1894 543 2457 0i Rage Prai c0 01 c0.03 0.01 0.00 c0 16 c0 30 0.17 w+ff sto P1rmn ylc Rego 0 15 042 007 0 07 030 1.87 0 25 Uniform Delay. 41 54.7 52.7 51.2 590 146 50.5 6.6 fzrogrmslcn Pastor 1 00 087 0 86 1 16 060 0.98 1.07 xwornoOlal pellly. d2 0,3 0.7 0-1 07 0-0 395.2 0.1 Retay Is) 55 0 46.6 442 69.0 8-9 444.8 7.2 L oval of Sarvrc► E D D E A F A Approach Delay isl 55 0 463 9-0 279.9 Approach LOS E D A F hHwsocilan summilry HCM Average Control Delay 204-0 HCM Level of Service F HCM Volume to Capacity ratio 0.60 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 72 2% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group M A05\05108 Federal Way Progressive\LOS\City of FW P03-05 PM-Prog_Proj Split - with ped phases.city minarliNrsy6 Report The Transpo Group HCM Signalized Intersection Capacity Analysis s EAST ELEVATION mw CAWY LEWM 55-r' (M ar WuwL u11cal W runt ar-v) "" ve'l Gsd' " R ILLIi NORTH ELEVATION SAE. 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Mh arN¢[trot song awau[Omnbaw 0— v P4 wFAM asy wwat WW W YM a Meow m Num w wrm a wbr iZ a[ omen ewa 1i01 R rFi 'g 0 [iia•WK tfWc Nm NO QlioGl E FORLo:AM Iwq rMAW- CVM'. w-f N OEM EXTERIOR MATERIALS & FINISH SCHEDULE omrreal .Rra�.W Imn.ma om RR I f Ha ,F 1�✓<+r4 sE sm rws. minR g moms oo-I r f — w w ect a rmi rf R.jw wwrrm�� 9-6af TE W.ii131R U +amr mot>sE ruwloc pw.wr-.�_- - —. rirua star v¢r allr• y r�IQ 1MY3 nrr - - rNNrlmrw a-®s +ore wr - — �yy +cmrmoc sc ondfn R-101 wwr mYL �� I�M1MC3317 MUM 9'-I rllrr srlRnr srm� r.®t cwp rm -- Yf-1 {1EiM9.G IN1I66 - IIYG ---- M,W a Q - rr 44®, 4 t Rill si g 2005 Progressive/Zaremba Auto Claim Insurance Building — City of Federal Way SEPA Checklist Purpose of Checklist: The State Environmental Policy Act (SEPA), chapter 43.21 C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help the City of Federal Way's Responsible Official and any other agencies with jurisdiction to identify impacts from a proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the City of Federal Way decide whether an EIS is required. A. BACKGROUND 1. Name of proposed project, if applicable: Progressive Insurance Service Center 2. Name of proponent: Zaremba Group 3. Address and phone number of proponent and contact person: Proponent: Todd Hamula c/o Zaremba Group LLC 14600 Detroit Avenue, Suite 1500 Cleveland, OH 44107 (216) 221-6600 Phone (216) 221-1031 Fax Contact Person 4. Date checklist prepared: October 10, 2005 Donald J. Hill Triad Associates 12112 —115�h Avenue NE Kirkland, WA 98034 (425) 821-8448 Phone (425) 821-3481 Fax Email: dhillgbtriadassoc.com 5. Agency requesting checklist: City of Federal Way Department of Community Development 6. Proposed timing or schedule (including phasing, if applicable): Once the Process III Site Plan Review, SEPA Review, and all subsequent construction approvals have been granted, all on -site and off -site improvements will be constructed in a single phase. It is anticipated that construction will commence in spring of 2006. 7. Do you have any plans for future additions, expansions, or further activity related to or connected with this proposal? If yes please explain. FOR AGENCY USE ONLY Y I ED There are no additional plans anticipated at this time. I 0 G T 1 8 2005 Progressive2aremba Auto Claim Insurance Building — City of Federal Way SEPA Checklist FOR AGENCY USE ONLY 8. List any information you know about that has been prepared, or will be prepared, directly related to this proposal. The following environmental information has been prepared for the Progressive Insurance Service Center proposal and is included as supplemental information to this Checklist: a) Progressive Insurance Service Center Preliminary Technical Information Rel2ort and Level 1 Downstream Anal sis prepared by Triad Associates, dated, May 10, 2005. b) Wetland Delineation and Stream Identification Report prepared by Associated Earth Sciences, Inc., dated July, 2001. c) Preliminary Geotechnical Study prepared by Associated Earth Sciences, Inc., dated June 13, 2001. d) Progressive Service Center Federal Way,WA — Transportation lm act Analysis prepared by The Transpo Group, dated May 2005. e) Phase I Environmental Site Assessment, prepared by Conestoga -Rovers & Associates, dated April 2005. fl Geotechnical Investigation prepared by CRT, dated May 2005 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by this proposal? No. 10. List any governmental approvals or permits that will be needed for your proposal, if known. • Process III Site Plan Review City of Federal Way • SEPA Threshold Determination City of Federal Way • Clearing and Grading Permits City of Federal Way • Road and Storm Drainage Approval City of Federal Way • Sewer and Water Availability Certificates Lakehaven Utility District 11. Give brief, complete description of the proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. The proposed development involves construction of an approximately 14,759 square -foot building sot serve as an insurance service center with an associated enclosed vehicle storage area for vehicle inspection, with an outdoor area for vehicle storage, and associated parking and landscaping on the easterly portion of an 8.27-acre site in the City of Federal Way Business Park (BP) zone. The Applicant intends to construct a 14,759 square foot building that will allow clients to bring their damaged vehicles to the site for inspection, damage assessment, and leave the vehicle on the site to be removed for repair at another facility. Approximately 5,059 square feet (35%) of the structure will be devoted to office space for administrative functions with the balance of the building (9,700 square feet) dedicated to inspection bays which are classified as warehouse. The rear portion of the site will be fenced to allow for the outside storage of the vehicles on a temporary basis. The western 3.98-acres of the parcel are dedicated to a permanent easement for the Kitts Corner Regional Detention Facility, with the remaining 4.29-acres proposed for the development. The proposed project will obtain access from a proposed new road (South 340th Street) to be extended west from the Pacific Highway South and 16th Avenue Progressive2aremba Auto Claim Insurance Building — City of Federal Way SEPA Checklist FOR AGENCY USE ONLY South intersection, along the northern property boundary. Public water and sewer will serve the project. Please refer to the Site Plan and Preliminary Grading and Utility Plan prepared by Triad Associates included with this Process III Site Plan Review submittal. 12. Location of the proposal. Provide a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if available. The subject property is situated on 8.27-acres; located within the jurisdictional boundaries of the City of Federal Way in the NE'/. of Section 20, Township 21 North, Range 4 East W.M. The site is located southwest of 16th Avenue South and Pacific Highway South intersection at approximate address 34001 Pacific Highway South, with eastern property frontage directly on Pacific Highway South. Please refer to the legal description, Site Plan, vicinity map and topographic map submitted as part of this Process III Site Plan review application. B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one): flat, rolling, hilly, steep slopes, mountainous. b. What is the steepest slope on the site (approximate percent slope)? According to the topographic survey prepared by Triad Associates, the steepest slope on the site is approximately 20% located near the central portion of the property leading to the regional detention facility. The remainder of the site, the area proposed for development, is relatively flat at 1 %-5%. c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, and muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. According to the Preliminary Geotechnical Report prepared by Associated Earth Sciences, Inc. on June 13, 2001, the site is underlain by loose to medium dense fill overlying an alluvial deposit consisting of loose/medium stiff sand, clayey silt, and silty clay, overlying dense to very dense advance washout sand and gravel. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. There are no apparent indications of unstable soils on -site or in the immediate vicinity. According to the King County Sensitive Areas Map, there is no erosion, landslide or seismic hazard areas within close proximity of the site. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. Grading of the site will be necessary to prepare the building pad, parking area, roadway and utility improvements. Grading quantities have not been determined at this time. Progressive2aremba Auto Claim Insurance Building — City of Federal Way SEPA Checklist FOR AGENCY USE ONLY f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. 2. Air Some erosion could occur on -site as a result of construction activities; however, temporary erosion and sedimentation control measures to be approved by the City of Federal Way will be employed during construction to reduce erosion impacts. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? According to preliminary calculations and the enclosed Site Plan, the site area being developed will be covered by approximately 25% of impervious surface areas. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: During construction, the contractor will follow an approved temporary erosion and sedimentation control plan meeting City of Federal Way standards. Typical measures, which may be employed, include the use of silt fences, straw bales, and temporary storm drainage features. Hydroseeding exposed soils and cleared areas after construction will also reduce the potential for erosion. a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, and industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. Construction: Emissions and dust particulates generated primarily by construction equipment will be produced during the construction phase of this project. The amount of emissions to the air will be minimal and will occur during the actual construction of the development. Lana Term Air Quality: Long-term air impacts would be those typically associated with insurance service center land uses. Sources of long-term emissions and odor could include vehicle emissions from increased vehicle use generated by the service center. The additional vehicular emissions in these areas are not anticipated to concentrate and therefore are not anticipated to create a health hazard to the surrounding areas. b. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. No. c. Proposed measures to reduce or control emissions or other impacts to air, if any: If particulates become suspended during construction, frequent watering of the site during the construction phase of the project could help control dust and other particulates generated on the site. 4 Progressive2aremba Auto Claim Insurance Building — City of Federal Way SEPA Checklist FOR AGENCY USE ONLY 3. Water a. Surface: 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, and wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. According to the Wetland Delineation and Stream Identification Report prepared by AESI and Federal Way inventory, the site contains a wetland and stream complex constructed as part of the Kitts Corner Regional Detention Facility located on the western portion of the subject property. The wetland is defined as a Category II Wetland and the stream is defined as a Major Stream pursuant to the Federal Way City Code. The stream is a tributary of Hylebos Creek. 2) Will the project require any work over, in or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. Yes, the proposed development will discharge treated storm water directly to the regional detention facility in accordance with the requirement that the site discharge at its natural location and as anticipated during the design and construction of the regional detention facility. 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. No filling or dredging will occur in the wetland. 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. There are no proposed surface water withdrawals or diversions. 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. According to the King County Sensitive Areas Map (Floodplains), the site does not lie within a 100-year floodplain. 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No. b. Ground: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. No. 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals...; agricultural; etc.) Describe the general size of the Progressive2aremba Auto Claim Insurance Building — City of Federal Way SEPA Checklist FOR AGENCY USE ONLY system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. N/A c. Water Runoff (including storm water): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. On -site storm water runoff will primarily be generated from building rooftops, parking areas and associated drive aisles. Storm water will be collected, routed through required storm water quality treatment facilities and discharged to the existing Kitts Corner Regional Detention Facility in the western portion of the site. See the Preliminary Storm Drainage Report and Preliminary Grading and Utility Plans prepared by Triad Associates submitted as part of this Process III Site Plan review application. 2) Could waste materials enter ground or surface waters? If so, generally describe. Some pollutants normally associated with commercial development could enter ground or surface waters; however, the amount would be minimal since the on -site drainage will include the use of water quality facilities in conformance with the City of Federal Way standards. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: The storm water runoff will be collected and conveyed to the existing Regional Detention Facility in conformance with the City of Federal Way standards. See the Preliminary Storm Drainage Report and Preliminary Grading and Utility Plans prepared by Triad Associates submitted as part of this Process III Site Plan review application. 4. Plants a. Check or circle types of vegetation found on the site: deciduous tree: alder, maple, aspen, other evergreen tree: fir, cedar, hemlock, pine, other shrubs grass pasture crop or grain wet soil plants: cattail, buttercup, bulrush, skunk cabbage water plants: water lily, eelgrass, milfoil, other: b. What kind and amount of vegetation will be removed or altered? The site is currently undeveloped with minimal vegetation. The eastern and central portion of the site, which is proposed for development, is generally devoid of vegetation other than low -growing shrubs and grasses. The western portion of the property, which contains the Kitts Corner Regional Detention Facility has vegetation characteristic of wetland areas. The shrubs and grasses in the eastern and central portion of the property will be removed for construction of the building, vehicular driveways and parking 6 Progressive/Zaremba Auto Claim Insurance Building — City of Federal Way SEPA Checklist FOR AGENCY USE ONLY areas. The vegetation in the regional detention facility easement area is not proposed for removal or alteration. c. List threatened or endangered species known to be on or near the site. There are no known threatened or endangered species on or near the site. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Native landscaping will be installed along the perimeter of the development area and street frontages pursuant to City of Federal Way guidelines. The vegetation near and around the wetland and stream complex will remain undisturbed. See the Preliminary Landscape Plan prepared by Triad Associates submitted as part of this Process III Site Plan review application 5. Animals a. Circle any birds and animals, which have been observed on or near the site or are known to be on or near the site: birds: hawk, heron, eagle, songbirds, other: mammals: deer, bear, elk, beaver, other: fish: bass, perch, salmon, trout, herring, shellfish, other b. List any threatened or endangered species known to be on or near the site. None are known to exist on or near the site. c. Is the site part of a migration route? If so, explain. No. d. Proposed measures to preserve or enhance wildlife, if any: Installation of native landscaping will provide coverage and habitat for urban tolerant wildlife. In addition, the vegetation within the regional detention facility easement area will remain undisturbed. 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Electrical energy will be the primary source of power serving the needs of the project and natural gas will be made available for the purpose of heating and other needs associated with the service center building. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No. c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: 7 Progressive/Zaremba Auto Claim Insurance Building — City of Federal Way SEPA Checklist FOR AGENCY USE ONLY The service center building that will be constructed as a result of this project will meet or exceed the applicable commercial energy conservation/ consumption requirements in the City of Federal Way and the Uniform Building Code. 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. It is unlikely under normal working conditions that environmental health hazards would be encountered. All project -related construction will meet or exceed current local, state and federal laws. 1) Describe special emergency services that might be required. In the event that environmental health hazards are encountered or occur during construction, all appropriate precautionary measures will be employed. 2) Proposed measures to reduce or control environmental health hazards, if any: State regulations regarding safety and the handling of hazardous materials will be followed during the construction process. Equipment refueling areas would be located in areas where a spill could be quickly contained and where the risk of hazardous materials entering surface water is minimized. b. Noise 1) What types of noise exist in the area, which may affect your project (for example: traffic, equipment operation, other)? The primary noise source near the project site is from vehicular traffic on Pacific Highway South to the east. The traffic noise along this roadway is not project related or generated, and is not anticipated to greatly affect the proposed project. 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. Short-term impacts would result from the use of construction equipment during site development. Construction would occur during permitted construction hours and always in compliance with the City of Federal Way noise regulations. Long-term impacts would be those associated with the increase in vehicular traffic from future employees and customers. 3) Proposed measures to reduce or control noise impacts, if any: Construction activity will be limited to permitted construction hours and construction equipment will not be allowed to idle for continuous periods of time, which will help to mitigate the impacts of potential construction noise. 8. Land and Shoreline Use Progressive2aremba Auto Claim Insurance Building — City of Federal Way SEPA Checklist FOR AGENCY USE ONLY a. What is the current use of the site and adjacent properties? The site is currently undeveloped, other than the western portion of the property that is dedicated as a permanent easement for the Kitts Corner Regional Detention Facility. Adjacent land uses consist of undeveloped land to the north, commercial and light industrial uses to the west and south, and Pacific Highway South to the east. b. Has the site been used for agriculture? If so, describe. No. c. Describe any structures on the site. There are no existing structures on site. d. Will any structures be demolished? If so, what? N/A e. What is the current zoning classification of the site? The site is zoned BP (Business Park) according to the City of Federal Way Zoning Map. f. What is the current comprehensive plan designation of the site? According to the City of Federal Way Comprehensive Land Use Plan, the area is designated BP. g. If applicable, what is the current shoreline master program designation of the site? N/A h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. Yes, according to the Wetland Delineation and Stream Identification Report prepared by AESI and the Federal Way inventory, a Category II Wetland and Major Stream are located on site. However, these sensitive areas are located within the regional detention facility permanent easement area outside of the proposed development area. i. Approximately how many people would reside or work in the completed project? Approximately 25 people would potentially work in the completed project. j. Approximately how many people would the completed project displace? None. 9 Progressive/Zaremba Auto Claim Insurance Building — City of Federal Way SEPA Checklist FOR AGENCY USE ONLY k. Proposed measures to avoid or reduce displacement impacts, if any: Not applicable. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: The project will be developed in accordance with applicable City of Federal Way development and land use codes to ensure the project is consistent with the goals and policies of the Comprehensive Plan and applicable Development Regulations in effect at the time of a complete Process III application. 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. None. b. Approximately how many units, if any would be eliminated? Indicate whether high, middle, or low-income housing. None. c. Proposed measures to reduce or control housing impacts, if any: Not applicable. 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? The tallest height of any structure will not exceed the height limits, as specified in the City of Federal Way Development Regulations. FWCC 22-866 indicates that buildings are permitted outright to a height of 40 feet. b. What views in the immediate vicinity would be altered or obstructed? Development of the site would result in a change to the visual character of the site for the nearest existing businesses and roadways from that of an undeveloped site to that of a service center. No views would be obstructed. c. Proposed measures to reduce or control aesthetic impacts, if any: The site plan has been developed to provide a site design layout consistent with the development regulations in place for the BP zone. Proposed design and landscaping consistent with City of Federal Way's development regulations will help to reduce aesthetic impacts. 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Light and glare that will be produced by this project will be that which is typically generated by commercial developments. Light and glare from the 10 Progressive2aremba Auto Claim Insurance Building — City of Federal Way SEPA Checklist FOR AGENCY USE ONLY completed project would mainly occur during normal working hours, and be associated with vehicle headlights, streetlights and building lighting. b. Could light or glare from the finished project be a safety hazard or interfere with views? Not under normal circumstances. c. What existing off -site sources of light or glare may affect your proposal? None. d. Proposed measures to reduce or control light and glare impacts, if any: Providing the required setbacks of the proposed building from the property lines and installation of landscaping will help to alleviate some of the light and glare created by the new development from the adjacent properties and roadways. The proposed use is consistent with the land use regulations and compatible to the existing adjacent land uses. 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? No recreational areas are in the immediate vicinity of the site. b. Would the proposed project displace any existing recreational uses? If so, describe. The project would not displace any existing recreational uses. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: The proposed facility is not anticipated to trigger the need for recreational opportunities, and none are proposed as part of the development. 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. None known. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. To the best of our knowledge, there are no landmarks or evidence of any significant historic, archaeological, scientific or cultural resources known to be on or next to the site. c. Proposed measures to reduce or control impacts, if any: If any such historic or cultural evidence was encountered during construction or installation of improvements, work would be halted in the area and a state -approved archaeologist/historian would be engaged to investigate, evaluate and/or move or curate such resources, as appropriate. 11 Progressive2aremba Auto Claim Insurance Building — City of Federal Way SEPA Checklist FOR AGENCY USE ONLY 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. The proposed project will obtain access from the proposed new road (South 340"' Street) along the northern property boundary. The new road will align with the Pacific Highway South and 1 C Avenue South intersection. b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Yes. According to the Transportation Impact Analysis, the closest bus stop to the project site is located at S 340th Street/SR 99, served by Metro Transit Route 949E and Pierce Transit Routes 402 and 500. c. How many parking spaces would the completed project have? How many would the project eliminate? The completed project will have 60 secured and 54 un-secured parking stalls for a total of 114 parking stalls. Additionally, three (3) of the un-secured parking stalls will be accessible stalls. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). Yes, the proposed project will require the construction of half -street improvements for a new public right-of-way (South 340th Street) along the northern property boundary, plus frontage improvements along Pacific Highway South. City staff (Sarady Long) relays that the proposed project frontage improvements along Pacific Highway South includes signal modifications at SR 99/S 340th Street to allow safe access. e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. According to the Transportation Impact Analysis the proposed project would generate approximately 27 new trips during the PM peak hour, 12 inbound and 15 outbound. Peak volumes would occur between 4:00 and 5:00 p.m. g. Proposed measures to reduce or control transportation impacts, if any: Please see the Mitigation Measures section of the Transportation Impact Analysis prepared by the Transpo Group included with this Process III Site Plan Review submittal. City staff (Sarady Long) relays that the proposed project includes a pro-rata share contribution of $10,400 toward the 2006-2011 TIP project and signal 12 Progressive/Zaremba Auto Claim Insurance Building — City of Federal Way SEPA Checklist modifications at SR 99/S 340th Street for safe access. And to verify that all data are consistent with the revised TIA. 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. The completed project would result in an increased need for police and fire protection as well as emergency medical service. b. Proposed measures to reduce or control direct impacts on public services, if any. The project will be designed and constructed with adequate water pressure, properly located fire hydrants and roadways constructed to allow adequate access for fire, medic and police protection vehicles. 16. Utilities a. Indicate utilities currently available at the site: Electricity, Natural Gas, Water, Tele hone, Sanitary Sewer, Septic System, Refuse Service, Other. All utilities will be extended to and through the site. b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Sanitary Sewer: Water: Electricity: Natural Gas: Telephone: Cable TV: Refuse Service: C. SIGNATURE Lakehaven Utility District Lakehaven Utility District Puget Sound Energy Puget Sound Energy Qwest Communications AT&T Broadband City of Federal Way The above answers are true and complete to the best of my knowledge. I understand that the lead a cy is relying on them to make its decision. Signature: J ff ga , Project P n r T is ociates TRIAD AssoclAres 11 B 14 115^Avenue NE N l,klan E, WA 98034.6923 Date Prepared: October 10, 2005 13 FOR AGENCY USE ONLY CITY OF Federal Way RESUBMITTED 33 258wAAE UE UT 8NT ry60BOX 9718 FEDERL253-835-2607• FAX 253-835-2609 AUG 1 0 2 www.cityoffgdgmiway.com RESUBMITTAL INFORMATION This completed form MUST accompany all resubmittals. **Please note. Additional or re vised plans or documents for an active project will not be accepted unless accompanied bythis completed -form. Mailed resubmittals that do, not include this form or that do not contain the correctnumberofcopies will be returned ordiscarded. You are encouraged to submitall items in person and to contact the Customer Service Counter prior to submitting ifyou are not sure'about the number of copies required. ** Project Tracking Number: '� - % n Project Name: F"aQ kfe- CJ Project Address: - qoo .30 7 _ Ltrl model 14I( � Project Contact: ' Phone: _ Sw g043 Resubmitted Items: Detailed Description of Item ,. __WIRE ro W W e _= ��Ji�• , - .i 1 w. W_T � aX0 a.-...... 1 * ` Submit the same number of copies as required foryour initial applfcation."- Resubmittal requested by: 55aL ❑ -i Letter Dated: 1 f� 119-S � 17 Ind r �Dd Bulletin # 129 —August 24, 2004 Page 1 of 1 k:\Iandouts — Revised\Resubmittal Information August 9, 2005 Isaac Conlen City of Federal Way 33325 8th Ave. S PO Box 9718 Federal Way, WA 98063-9718 RE: Progressive Service Center Permit #05-102387-000-00-UP 34001 Pacific Hwy South Triad Job No. 05-077 Dear Isaac: R��r: AUG 7 2005 TRLAD A S S O C I A T E S 121 12 115th Avenue NE Kirkland, WA 98034-6923 425.821.8448 4258213181 fax 800,488 0756 toll free vvvvvv triadassoccom I am writing on behalf the Applicant (Todd Hamula, Zaremba, Group,. 216-221-6600) and the Architect (Mike Woods, Richard L. Bowen + Associates, 216-491-9300) fo respond to City review comments per letter dated 7/13/05 (copy enclosed) regarding the Use Process III and SEPA application for this project. We have enclosed the following: • Review letter dated 7/13/05 by Isaac Conlen, City Planning • Review memo dated 7/7/05 by Sarady Long, City Traffic • Resubmittal form • Redlined Landscaping Plan (returned original) • Response memo (3 pages) by Project Traffic Consultant (Dan McKinney, The Transpo Group) dated 7/20/05. • Response letter (3 pages) by Project Architect (Mike Woods, Richard Bowen + Associates) dated 8/4/05. • Buffer Re -vegetation Cost Estimate prepared by Triad dated 8/9/05 • Four complete and folded sets of drawings titled, prepared, and dated as follows: ■ Cover sheet (sheet 1 of 4) prepared by Triad Associates dated 8/9/05 • Site Plan (sheet 2 of 4) prepared by Triad Associates dated 8/9/05 • Preliminary Grading and Utility Plan (sheet 3 of 4) prepared by Triad Associates dated 8/9/05 ■ Preliminary Landscape Plan (sheet 1 of 4) prepared by Triad Associates dated 8/9/05 • Floor Plan (sheet Al.1, 30 x 42) prepared by Richard Bowen + Associates dated 7/28/05 • Exterior Elevations (sheet A3.1, 30 x 42) prepared by Richard Bowen + Associates plot dated 7/28/05 • Exterior Elevations (sheet A3.1, 11 x 17, color) prepared by Richard Bowen + Associates plot dated 7/28/05. I provide the responses in accordance with your review comments as follows: General Comments 1. As previously noted, a use interpretation is required to allow an insurance claim center in the BP zoning district. Pursuant to Federal Way City Code (FWCC) 22-349, the interpretation shall be incorporated into the Director's decision on the associated Use Process III application. As previously indicated, the City supports your requested Land Develo meet Consultants Page 2 Isaac Conlen City of Federal Way August 9, 2005 interpretation to allow the auto insurance claim center use in the Business Park zone, but a formal decision can not be issued until the Use Process III decision is issued. Noted. 2. The proposed building satisfies setback requirements. As an FYI, the building must be setback 50-feet from the front property line, but parking stalls may be located within this area if you desire to adjust site layout. Noted. 3. Building height is within the range allowed by code. Noted. 4. Please show the location of the stream and stream setback on the site plan. The stream and stream setback have been added to the enclosed Site Plan. 5. Site signage to be reviewed under separate permit application. Noted, site signage is not being reviewed at this time and will be addressed in the upcoming building permit submittal. 6. Please confirm that all easements disclosed in the title report are shown on the site plan. The existing storm drainage detention facility easement and the existing sanitary sewer easement disclosed in the title report have been added to the enclosed Site Plan. 7. Where is the truck loading/service area on the site? This area must be screened with Type I landscaping if visible from right-of-way or non-industrial/manufacturing land uses. There is no truck loading/ service proposed on the site. Vehicles to be inspected will be parked in the inspection bays inside the westerly portion of the building. Trucks that provide services to the claims center will load/unload using the interior drive aisle inside the westerly portion of the building. The garbage enclosure in the northwest corner of the site is already shown with the required perimeter wall and landscaping screening. Parking 8. As noted at the pre -application meeting, parking for this use is not addressed in code as the use is not identified. You have based your parking calculations on similar uses, which may be appropriate, however, the subject use may generate a higher demand. Please provide a parking demand analysis based on comparable uses of a similar size. Additional information is provided regarding the parking calculations in the enclosed response memo by the Project Traffic Consultant. 9. Will rental vehicles be parked in the enclosed parking area only? Rental vehicles will be parked in the unsecured area south of the building or they will be parked in the secured parking area behind the fence. Typically rental vehicles are parked in the secured area at night. 10. Parking and drive isle dimensions satisfy code requirements. Noted. Page 3 Isaac Conlen City of Federal Way August 9, 2005 Landscaping 11. Groundcover is required in parking lot planting islands. Please revise landscape plan accordingly. Hatching per the legend on the enclosed Preliminary Landscape Plan has been added showing that groundcover is required in parking lot planting islands. 12. Additional tree plantings are required in the Type II perimeter landscaping buffer. See enclosed redline drawing (Engineer only). Please revise accordingly. The additional tree plantings are shown on the enclosed Preliminary Landscape Plan as requested except as noted on the enclosed City redline of the previously submitted Preliminary Landscape Plan. 13. The proposed fence surrounding the vehicle storage area is acceptable. Supplementary landscaping should be installed on the outside of the fence, including along the west border of the fenced area to screen the area from view on adjacent properties, when improved. Type II landscaping is proposed around most of the fence with several gaps noted on enclosed landscaping plan. Please revise accordingly. The additional planting is shown on the enclosed Preliminary Landscape Plan as requested. 14. Please add an additional tree to the landscape islands in the northwest corner of the site and midway along the north property line (islands over 150 sf require an additional tree). The additional trees area shown on the enclosed Preliminary Landscape Plan as requested. 15. The symbol used for the irrigated sod area is the same as the non -irrigated. Please correct. The symbol has been clarified on the enclosed Preliminary Landscape Plan and legend as requested. Wetland/Stream Buffer Intrusions 16. Intrusion into the wetland buffer and stream setback area has been approved pursuant to permit 01-103406. All work within this portion of the site shall be conducted pursuant to the conditions of approval for this permit, and approved wetland buffer restoration plan. Noted. The approved buffer restoration plan shows plantings within 30 foot strips centered over the proposed intrusions into the buffer. The submitted landscaping plan shows less than 20-feet of landscaping in these areas. Additionally, the plantings shown on the submitted landscaping plan are not consistent with those shown on the approved buffer restoration plan. Please revise accordingly. The planting has been revised on the enclosed Preliminary Landscape Plan to be consistent with the approved buffer restoration plan. Page 4 Isaac Conlen City of Federal Way August 9, 2005 Please submit a cost estimate for implementation of the buffer re -vegetation plan. A bond for 120 percent of the estimated cost shall be required prior to commencement of construction on -site. A Buffer Re -vegetation Cost Estimate (i.e. bond quantity worksheet) prepared by Triad is enclosed. Community Design Guidelines 17. The site plan shows pedestrian paths from the right-of-way to the building entrance as required by code. Approved materials for walkways include those listed in FWCC Section 22-1634(d)(2). Concrete as shown on the drawings is not included (unless exposed aggregate). Please revise accordingly. The pedestrian walkway has been revised on the enclosed Site Plan to reference an approved material as requested. 18. Pursuant to FWCC Section 22-1635(b), elevations visible from a right-of-way shall incorporate two of the four modulation/screening elements (facade modulation, landscape screening, canopy or arcade, or pedestrian plaza). This provision applies to the north, south and west east building elevations. East (front) Facade The submitted design narrative states that the curved entrance facade should be considered a method of meeting the modulation requirement. This feature in conjunction with the offset canopies satisfies one (modulation) of the two required elements. A second element is not addressed in the narrative and does not appear to be shown on the elevation drawings. Please revise accordingly. See enclosed response from the Project Architect. North Facade The north facade has a drop-off canopy runiiing approximately 1 /4 of the facade. This facade incorporates one large structural modulation. The narrative indicates there is ground landscaping along the north facade, but it is not shown on the site or landscape plan. See enclosed response from the Project Architect. The drop off canopy does not satisfy the canopy/arcade option as proposed. The canopy/arcade must extend a minimum of 50 percent of building length. Also, the intent of this provision is to provide a pedestrian scaled feature covering a walkway. We would, however, consider the canopy feature to be a second building modulation along this facade. See enclosed response from the Project Architect. The length of this facade is 195-feet. The modulation option requires a modulation every 60-feet. Even counting the canopy extension as a second modulation feature, at least one more modulation is required. See enclosed response from the Project Architect. Page 5 Isaac Conlen City of Federal Way August 9, 2005 A second element of the four options is required. In general this elevation has little detailing and has the appearance of a large blank wall, west of the building entrance area. Some form of treating the blank wall is required. See enclosed response from the Project Architect. South Facade The south fagade is not addressed in the narrative. This fagade has one modulation (counting the canopy). No other design features are incorporated. Additional modulation and a second element of the four options are required. Again there is little treatment of the large blank walls along this elevation. See enclosed response from the Project Architect. 19. The narrative provides little discussion relevant to FWCC 22-1635(c), methods of articulation. Slight changes in color and materials are proposed. And windows are incorporated into the east and a portion of the north fagade. Please indicate how this code section is satisfied on all three relevant elevations (north, south and east). See enclosed response from the Project Architect. Responses in accordance with review comments dated 7/7/05 from Sarady Long dated 7/7/05 are provide in the enclosed response memorandum from the Project Traffic Consultant dated 7/20/05. Please confirm that our response have satisfied your review comments and issue the administrative approval. Don't hesitate to contact me, the Applicant or the rest of the project team if you have any questions. Sincerely, TRIAD ASSOCIATES Donald J. Hill Project Principal cc: Todd Hamula, Zaremba Group Mike Woods, Richard L. Bowen and Assoc. Inc. Dan McKinney, The Tranpso Group enclosures CITY OF ! ;�04& Fe�tWay DATE: July 7, 2005 TO: Isaac Conlen, Associate Planner Kevin Peterson, Engineering Plan Reviewer FROM: Sarady Long, Traffic Analyst r� MEMORANDUM Community Development Services Department SUBJECT: Progressive Service Center - (05-102387-00-UP) 34001 Pacific Hwy South, Federal Way I have finished reviewing the submitted revised Traffic Study (TIA) prepared by The Transpo Group dated, May 20, 2005. Based on my review of the submitted materials, the applicant traffic engineer should response to the following comments and make appropriate revisions to the TIA. 1. Figure 4 — The existing PM Peak Hour volumes at SR 161/S 348`' Street is lower than the previous 2005 count. Staff believes this is due to the truck stop closures. 2. Cross street for intersection #1 and #2 is not correct. Revise intersection #1 to SR 99/16`h Ave S and intersection #2 to S 344`h St./16`h Ave S. 3. Page 8 — The intersection of S 344`h St./16`h Ave S is not a "T" intersection. 4. Please verify and update transit service serving the site. Transit route 106 does not exist in Federal Way and router 949E may not serve the site. 5. SeaTac Mall has been changed to the Commons. Any reference to the mall should be referred to as the Commons. 6. Page 13 — Trip Generation. Please provide estimated numbers of full time employees at the site and hour of operation. 7. Please note, the Level of Service (LOS) analysis should be as follow— (1) Existing condition, (2) 2006 Base Year + pipeline + funded TIP, and (3) 2006 Base Year with project + pipeline + funded TIP. If there is deficiency in (3), additional improvements should be identified. 8. LOS Analysis — Peak hour factor (PHF) used in the LOS analysis is not correct. Please follow the established TIA Guidelines Section V. (B). Any deviations from the guidelines would need approval from the City Traffic Engineer. Page 19 — The 2006 horizon year analyzed one peak period, however the TIA indicated two peak hours. Please verify. 10. Page 20 — Parking. The Public Works Traffic Division does not review parking demand studies. Planning Department will review and provide technical comments on this issue. Traffic staff will be happy to provide assistance if needed but will not make the final decision. Based on my review, a parking study from the two sites in Texas should be provided as a comparison. 11. Page 21 — Mitigation �sures. Staff concurs with the TIA prop )to modify the signal at SR 99/16`h Ave S and construct the west leg of this intersection to allow access. The signal must be constructed to all applicable standards and must be approved by the city. Please note, additional improvements may be needed and will be addressed during the signal design. 12. Page 21— Mitigation Measures. Staff concurs with the pro -rasa share calculation. Based on the total 27 new PM Peak Hour Trip of which 23 trips will impact the S 348`h St./SR 161 TIP project, the applicant's fair share contribution is $15,600. Environmental Checklist: 14 — Transportation (g) — Please add the following to this section. Contribute pro-rata share contribution of $15,600 toward TIP project and refer to the TIA as well. L:\CSDC\DOCS\SAVE\l 8530025066.DOC CITY OF ..�. Federal Way July 13, 2005 Todd Hamula Zaremba Group, LLC 14600 Detroit Avenue, Suite 1500 Cleveland, OH 44107 RECEIVED CITY HALL 33325 8th Avenue South • PO Box 9718 JUL ' 2005 Federal Way, WA 98063-9718 (253) 835-7000 www.cityoffederalway.com RE: Permit #05-102387-000-00-UP; PROGRESSIVE SERVICE CENTER 34001 Pacific Hwy South, Federal Way Dear Mr. Hamula: The Planning Division has completed an initial review of your Use Process III and SEPA application and has the following comments. Please see (enclosed) memos from Public Works Traffic Division as well. Coordinate directly with Federal Way Fire Department. General Comments 1. As previously noted, a use interpretation is required to allow an insurance claim center in the BP zoning district. Pursuant to Federal Way City Code (FWCC) Section 22-349, the interpretation shall be incorporated into the Director's decision on the associated Use Process HI application. As previously indicated, the City supports your requested interpretation to allow the auto insurance claim center use in the Business Park zone, but a formal decision can not be issued until the Use Process III decision is issued. 2. The proposed building satisfies setback requirements. As an FYI, the building must be setback 50 feet from the front property line, but parking stalls may be located within this area if you desire to adjust site layout. 3. Building height is within the range allowed by code. 4. Please show the location of the stream and stream setback on the site plan. 5. Site signage to be reviewed under separate permit application. 6. Please confirm that all easements disclosed in the title report are shown on the site plan. Where is the truck loading/service area on the site? This area must be screened with Type I landscaping if visible from right-of-way or non-industrial/manufacturing land uses. Parting 8. As noted at the preapplication meeting, parking for this use is not addressed in code as the use is not identified. You have based your parking calculations on similar uses, which may be appropriate; however, the subject use may generate a higher demand. Please provide a parking demand analysis based on comparable uses of a similar size. Mr. Hamula July 13, 2005 Page 2 9. Will rental vehicles be parked in the enclosed parking area only? 10. Parking and drive isle dimensions satisfy code requirements. Landscaping 11. Groundcover is required in parking lot planting islands. Please revise landscape plan accordingly. 12. Additional tree plantings are required in the Type H perimeter landscaping buffer. See enclosed red lined drawing (Engineer only). Please revise accordingly. 13. The proposed fence surrounding the vehicle storage area is acceptable. Supplementary landscaping should be installed on the outside of the fence, including along the west border of the fenced area, to screen the area from view on adjacent properties, when improved. Type H landscaping is proposed around most of the fence with several gaps noted on enclosed landscaping plan. Please revise accordingly. 14. Please add an additional tree to the landscape islands in the northwest corner of the site and midway along the north property line (islands over 150 sf require an additional tree). 15. The symbol used for the irrigated sod area is the same as the non -irrigated. Please correct. Wetland/Stream Buffer Intrusions 16. Intrusion into the wetland buffer and stream setback area has been approved pursuant to permit 01- 103406. All work within this portion of the site shall be conducted pursuant to the conditions of approval for this permit and approved wetland buffer restoration plan. The approved buffer restoration plan shows plantings within 30-foot strips centered over the proposed intrusions into the buffer. The submitted landscaping plan shows less than 20 feet of landscaping in these areas. Additionally, the plantings shown on the submitted landscaping plan are not consistent with those shown on the approved buffer restoration plan. Please revise accordingly. Please submit a cost estimate for implementation of the buffer revegetation plan. A bond for 120 percent of the estimated cost shall be required prior to commencement of construction on site. Community Design Guidelines 17. The site plan shows pedestrian paths from the right-of-way to the building entrance as required by code. Approved materials for walkways include those listed in FWCC Section 22-1634(d)(2). Concrete as shown on the drawings is not included (unless exposed aggregate). Please revise accordingly. 18. Pursuant to FWCC Section 22-1635(b), elevations visible from a right-of-way shall incorporate two of the four modulation/screening elements (fagade modulation, landscape screening, canopy or arcade, or pedestrian plaza). This provision applies to the north, south, and west building elevations. East (front) Facade The submitted design narrative states that the curved entrance fagade should be considered a method of meeting the modulation- requirement. This feature in conjunction with the offset canopies satisfies one (modulation) of the two required elements. A second element is not addressed in the narrative and does not appear to be shown on the elevation drawings. Please revise accordingly. 05-102387 Doc. LD. 32308 rA Mr. Hamula July 13, 2005 Page 3 North Fagade The north facade has a drop-off canopy running approximately 1/4 of the facade. This facade incorporates one large structural modulation. The narrative indicates there is ground landscaping along the north facade, but it is not shown on the site or landscape plan. The drop-off canopy does not satisfy the canopy/arcade option as proposed. The canopy/arcade must extend a minimum of 50 percent of building length. Also, the intent of this provision is to provide a pedestrian scaled feature covering a walkway. We would, however, consider the canopy feature to be a second building modulation along this facade. The length of this facade is 195 feet. The modulation option requires a modulation every 60 feet. Even counting the canopy extension as a second modulation feature, at least one more modulation is required. A second element of the four options is required. In general, this elevation has little detailing and has the appearance of a large blank wall, west of the building entrance area. Some form of treating the blank wall is required. South Fagade The south facade is not addressed in the narrative. This facade has one modulation (counting the canopy). No other design features are incorporated. Additional modulation and a second element of the four options are required. Again, there is little treatment of the large blank walls along this elevation. 19. The narrative provides little discussion relevant to FWCC Section 22-1635(c), methods of articulation. Slight changes in color and materials are proposed, and windows are incorporated into the east and a portion of the north facade_ Please indicate how this code section is satisfied on all three relevant elevations (north, south, and east). Please provide the enclosed resubmittal form, a cover sheet that addresses the items above, and revised plans and drawing (four sets). Please contact me if you have any questions. I can be reached at 253-835-2643. Sincere] , Isaac Conlen Associate Planner enc: Resubmittal Form Red Lined Landscaping Plan (Engineer only) c: Don Hill, Triad and Associates Raid Tirhi, Senior Traffic Engineer Kevin Peterson, Engineering Plans Reviewer Scott Sproul, Acting Assistant Building Official Greg Brozek, Federal Way Fire Department Brian Asbury, Lakehaven Utility District 05-102387 Doc. I. D. 32308 The Transp0 Group Don Hill, Triad Associates July 20, 2005 Dan McKinney, Jr., Transpo ® 45108.04 Tasha Atchison, Transpo Todd Hamula; Progressive Progressive Service Center TIA ='Response to Comments This memorandum provides the City of Federal Way responses to the comments received from Sarady Long dated July 7, 2005 regarding the Federal Way Progressive Service Center, TIA. Through discussions with Sarady Long, it was determined that a memorandum responding to the comments would be sufficient as none of the comments would result in any significant changes to the conclusion in the TIA. The original comments from the City are numbered below in italics followed by a response. 1. Figure 4 — The exirlin8 PM Peak Hour volumes at SR 161lS 348"1 Street is lower than the previous 2005 count. Staff bekeves this is due to the truck stop closures. Transpo would agree that the change in volumes from previous counts is due to the closure of the truck stop and the traffic associated with that use. 2. Cross street for intersection # 1 and #2 is not correct. Revise intersection # 1 to SR 9911611, Ave S and intersection #2 to S 34411, St. / 1611) Ave S. Comment noted. 16th Avenue S is the correct street name for this roadway segment as SR 161 initiates south of S 348th Street. 3. Page 8 — The intersection of S 34411, St. 11611, Ave S is not a `°T" intersection. The text on page 8 is incorrect as you have noted; however, the intersection was evaluated correctly as a four -leg intersection. 4. Please verify and update transit service serving the site. Transit mute 106 does not exist in Federal lVay and router 949E may not serve the site. Transit route 106 and 949E were incorrectly listed in the report. The text should refer to transit route 196 and not 106 as this was a typo. Transit route 949E travels by the site but does not stop near or serve the site. The Transpo Group 11730118" Avenue N.E., Suite 600 Kirkland, WA 98034-7120 425.821,3665 Fax: 425.825.8434 The TrdI1Sp0 Oup 5. SeaTac Mall has been changed to the Commons. Any reference to the mall should be referred to as the Commons. Comment noted. The former SeaTac Mall is currently known as SeaTac Commons. 6. Page 13 — Trip Generation. Please provide estimated numbers of full time employees at the site and hour of operation. There will be a maximum of 24 full time employees on -site at one time. The facility would operate 8:00 a.m. to 6:00 p.m. Monday through Saturday. 7. Please note, the Level of Service (LOS) anaysis should be as follow — (1) Fxis ing condition, (2) 2006 Base Year + pipeline + funded TIP, and (3) 2006 Base Year with project + pipeline + funded TIP. If there is deficiency in (3), additional improvements should be identified. The Level of Service analysis was evaluated as described above and there were no deficiencies found and additional improvements are not needed. 8. LOS Analysis — Peak hour factor (PHF) used in the LOS analysis is not correct. Please follow the established TIA Guidelines Section V. (B). Any deviations from the guidelines would need approvalfrom the City Traffic Engineer. The Transpo Group completed the LOS analysis using the overall PHF, which has very minor implications to the existing conditions analysis and represents little to no change in the results. The more critical future conditions analysis does follow the guidelines with the exception of the intersection of S 344th Street/16th Avenue S where Transpo used a 0.93 PHF vs. a 0.95 PHF. Transpo used the more conservative PHF and changing it to 0.95 would result in a result better than the reported LOS C. Changing the PHF for the locations that do not follow the guidelines would not result in any significant changes; therefore, the conclusions found in the report would remain the same. 9. Page 19 — The 2006 horitionyear anay.Zed one peak period, however the TIA indicated two peak hours. Please verify. One peak period was evaluated for the 2006 horizon year. The text of page 19 is incorrect and should refer to both scenarios (2006 Baseline and 2006 With Project) vs. both peak hours. The Transpo Group page 2 The TfdnSj10 UDO 10. Page 20 — Parking The Public Works Traffic Division does not review parking demand studies. Planning Department will review and provide technical comments on this issue. Traffic staff will be happy to provide assistance if needed but will not make the final decision. Based on my review, a parking study from the two sites in Texas should be provided as a comparison. The number of parking spaces is dictated by spaces needed for rental vehicles, customer parking, employee parking, vehicles awaiting repair and vehicles awaiting pick-up. The parking supply and design is based on the specific program for the proposed store as well as experience Progressive has with operating other similar facilities. The proposed site plan has 120 planned parking spaces of which approximately 24 spaces are reserved for employees, 18 spaces are reserved for rental vehicle staging, 12 spaces are reserved for customers, 30 spaces are reserved for vehicles awaiting repair and 30 are reserved for vehicles awaiting pick-up. The unsecured parking area is designed for customer parking, rental car staging and employee parking. The secured parking area is designed for vehicles awaiting repair, vehicles awaiting pick-up and occasional rental vehicles kept overnight for early morning pickups. The 120 stall supply provides approximately 8 spaces per 1,000 sf of building and will adequately accommodate the collective parking needs of the facility. 11. Page 21 —Mitigation measxrer. Staff concurs with the TIA proposal to modij the signal at SR 99/ 1611, Ave S and construct the west leg of this intersection to allow access. The signal must be constructed to all applicable standards and must be approved by the city. Please note, ad* inal improvements may be needed and will be addressed during the signal:desegn. Comment noted. The Transpo Group and Triad are currently working with the City and Washington State Department of Transportation (WSDOT) on the design of the traffic signal. 12. Page 21 — Mitiotion Measures. Staff concurs with the pro-rata share calculation. Based on the total 27 new PM Peak Hour Trip of which 23 trips will impact the S 34811, St./SR 161 TIP project, the applicant's fair share contribution is $1 S,600. Comment noted. Please feel free to call if you have any additional questions or concerns. The Transpo Group page 3 RIL_iARD L. BOWEN + ASSOCIATES INC. August 4, 2005 Mr. Isaac Conlen City of Federal Way Public Works 33325 8th Avenue S Federal Way, WA 98063 25 3.845.2 700 c/o Mr. Don Hill Triad Associates 12112 115th Avenue, NE Kirkland, WA 98034-6923 425.821.3481 (Toll Free) 800.488.0756 RE: Proposed Progressive Claim Center 34001 Pacific Way — SR 99 & South 340th Street Seattle South, WA Permit No. 05-102387-000-00-UP RLB+A #6256.15 Dear Mr. Conlen: Upon receipt of your plan review comments, we have revised our drawings and offer the following written responses with respect to Items 18 and 19. All other responses are provided by the Civil Engineer. COMMUNITY DESIGN GUIDELINES 18. Pursuant to FWCC Section 22-1635(b), elevations visible from a right-of-way shall incorporate two of the four modulation/screening elements (facade modulation, landscape screening, canopy or arcade, or pedestrian plaza). This provision applies to the north, south and east building elevations. 2 1 6. 4 9 1. 9 3 0 0 F A X. 4 9 1. 8 0 5 3 13000 SHAKER BLVD CLEVELAND, OHIO 44120 RESPONSE: In general, we have revised the building's footprint and have added canopies on the east and north elevations to meet Section 22-1635 requirements. The building footprint has been revised to modulate at locations to develop and break-up the A R c H r E c r s building elevation to meet the facade modulation criteria. (Refer to responses below.) E N G I N E E R S East (Front) Facade The submitted design narrative states that the curved entrance facade should be considered a method of meeting the modulation requirement. This feature in conjunction with the offset canopies satisfies one (modulation) of the two required P L A N N E R S elements. A second element is not addressed in the narrative and does not appear to be shown on the elevation drawings. Please revise accordingly. PA6256\625615-Seattle South, WA (9 Bay)\Doc\Letters\Federal Way Public Wrks Conlen 050804 sy.doc Mr. Isaac Conlen August 4, 2005 Page 2 RESPONSE: The addition of a metal canopy awning in conjunction with the offset canopies at front of the building should fulfill the requirement of meeting two of four facade modulation requirements. Please note and consider landscape areas at front of building. North Facade The north facade has a drop-off canopy running approximately 1/4 of the facade. This fagade incorporates one large structural modulation. The narrative indicates there is ground landscaping along the north facade, but it is not shown on the site or landscape plan. The drop off canopy does of satisfy the canopy/arcade option as proposed. The canopy/arcade must extend a minimum of 50 percent of building length. Also, the intent of this provision is to provide a pedestrian scaled feature covering a walkway. We would however, consider the canopy feature to be a second building modulation along this facade. The length of this facade is 195-feet. The modulation option requires a modulation every 60 feet. Even counting the canopy extension as a second modulation feature, at least one more modulation is required. A second element of the four options is required. In general, this elevation has little detailing and has the appearance of a large blank wall, west of the building entrance area. Some form of treating the blank wall is required. RESPONSE: We have revised the building footprint to meet the facade modulation requirement along with the addition of a canopy over the entrance door to the inspection bay. We fall somewhat short on the 50% canopy requirement, however, we have added a landscape area along the large structural modulation. Due to our building 'type and use" we feel we have met the intent of the design criteria, if we can consider the drop-off canopy and the addition of metal canopy at the overhead door of the inspection bay. South Fa aade The south facade is not addressed in the narrative. This fagade has one modulation (countingthe canopy). No other design features are incorporated. Additional modulation and a second element of the four options are required. Again there is little treatment of the large blank walls along this elevation. RESPONSE: We have revised the building footprint to meet the modulation requirements. We have stepped the building and articulated the facades to give the facade more interest to meet criteria. We are requesting that you consider the carport, and pick-up canopy as meeting the design intent of the design criteria set forth in 22- 1635(b) as meeting two of the four modulation requirements of the fagade. B O W E N + ASSOCIATES I N C. PA6256\625615-Seattle South, WA (9 Bay)\Doc\Letters\Federal Way Public Wrks Conlen 050804 sy.doc Mr. Isaac Conlen August 4, 2005 Page 3 19. The narrative provides little discussion relevant to FWCC 22-1635(c), methods of articulation. Slight changes in color and materials are proposed. And windows are incorporated into the east and a portion of the north facade. Please indicate how this code section is satisfied on all three relevant elevations (north, south and east). RESPONSE: The building has been revised to meet building modulation requirements and step at locations to frame portions of building and canopies provided. We have introduced a change in the building materials to coincide with the building modulation to provide interest with the selection of materials. The building heights were adjusted with the material change to accent the modulation of the building's plan and material selection. The material selection of split face and smooth face center scored block is used on all four elevations. The paint colors of the block and metal canopy features are subtle, but articulate the building's base, middle and top. With the above responses and enclosed information, we trust that our proposed design can be approved. If you should have any questions or need any further information, please do not hesitate to call me at 216-377-3857. Sincerely, RICH ❑ L. BOWEN + ASSOCIATES INC. 1'1'd"4&A3W4 Michael F. Woods, RA Principal M F W/sy Enclosures cc: Todd Hamula, Zaremba Mr. via E-mail) Don Hill, Triad Associates ( Ltr. via E-mail) Scott Goff, Progressive (Ltr. via E-mail) BOWEN + ASSOCIATES INC. P:\6256\625615-Seattle South, WA (9 Bay)\Doc\Letters\Federal Way Public Wrks Conlen 050804 sy.doc Proctressive Insurance Triad Job Number: 05-077 Wetland Buffer Bond Quantity Estimate Based on Preliminary Landscape Plan dated 5/17/05, Revised 819165- Date Prepared: 8/9/2005 Project Name: Progressive Insurance Project Number: 05-100848-000-00-PC Location: Federal Way, WA Contact Name: Triad Associates Address: 12112 115th Ave Phone No.:425-821-8448 Denise Liftin Kirkland. WA PLANT MATERIALS: Scientific -Name _ Common Name ° :.,;. : Un'it�15rice- - Unit'Price QtY Unit Price QtY Unit Price Qty Total �1 pAj: 1 gallon 2 gallon 5 Acer macrophyllum Big leaf maple $ 40.00 7 $ 280.00 Pseudotsuga menziesii Douglas fir $ 40.00 6 $ 240.00 Mahonia aquifolium Tall Oregon grape $ 28.00 29 $ 812.00 Cornus stolonifera Red -osier dogwood $ 8.00 17 $ 136.00 Gaultheria shallop Salal $ 8.00 71 $ 568.00 Holodiscus discolor Ocean spray $ 8.00 23 $ 184.00 Rosa nutkana Nootka rose $ 8.00 62 $ 496.00 Sorbus sitchensis Mountain ash 1 $ 28.00 11 $ 308.00 SUBTOTAL $ 3,024.00 120% $ 604.80 TOTAL: $ 3,628.80 Note: Plants costs are estimated from current costs provided by local growers Plant costs include labor and installation 05077 KC Wetland Bond Quantity Worksheetl.xls Page 1 8/9/2005 Page 1 of 2 Sarady Long - Progressive (SR 99 at S 340th) TIA From: <TashaA@TheTranspoGroup.com> 5 /Z-4 �c_S To: <Sarady.Long@cityoffederalway.com> Date: 3/29/2005 2:50 PM Subject: Progressive SR 99 at S 340th TIA Sarady, Since we haven't connected by phone yet, I thought an email would start the dialog we were to have this morning. Progressive does not have any similar sites within the Pacific Northwest, the closest is Indiana or Texas. Further, we are leery about studying sites that are not Progressive centers (i.e. State Farm) because the type of center that Progressive is building is a unique product. You can learn more about it on their website, its called "Concierge Service". http://claiins.p_roressve.com/ For trip generation, we recommend developing it from a user perspective. Meaning we would evaluate the trip generation characteristics based on employee density, projected customer visits, rental car usage, other trips (deliveries, if applicable), etc. We would look at daily and PM peak hour trip characteristics. Progressive is also underway with an application for another proposed center in Snohomish County. Gibson is working on that study and is developing trip generation (as we speak) using the same method. We would coordinate with them to use the same methodology and approach, but tailor it to the forecasts for this center. The Sno. County center is bigger and expected to do slightly more activity than the Federal Way center. Please confirm: 1. This general approach to trip generation meets your approval. I understand that this sort of process will require more than typical coordination with you to gain consensus on the resulting trip generation rates. 2. This project is subject to the 2 step process of transportation review being a) scoping, and b) a TIA using the 10-trip threshold for PM peak hour off -site analysis. 3. Should a TIA be needed (assuming so, because expecting PM peak hour trip generation to be greater than 10 trips), the horizon year would be 2010, a 5-year horizon on the basis of the signal modifications at 340th/SR 99 Thank you! Tasha Atchison, P.E. Senior Transportation Engineer The Transpo Group 11730 118th Avenue NE Suite 600 Kirkland, WA 98034-7120 P. 425/896-5214 f e c e e 9 c e g e =ACITY OF -, Federal July 13, 2005 Todd Hamula Zaremba Group, LLC 14600 Detroit Avenue, Suite 1500 Cleveland, OH 44107 CITY HALL 33325 8th Avenue South • PO Box 9718 y Federal Way, WA 98063-9718 (253) 835-7000 www.cityoffederalway.com RE: Permit #05-102387-000-00-UP; PROGRESSIVE SERVICE CENTER 34001 Pacific Hwy South, Federal Way Dear Mr. Hamula: The Planning Division has completed an initial review of your Use Process III and SEPA application and has the following comments. Please see (enclosed) memos from Public Works Traffic Division as well. Coordinate directly with Federal Way Fire Department. General Comments 1. As previously noted, a use interpretation is required to allow an insurance claim center in the BP zoning district. Pursuant to Federal Way City Code (FWCC) Section 22-349, the interpretation shall be incorporated into the Director's decision on the associated Use Process III application. As previously indicated, the City supports your requested interpretation to allow the auto insurance claim center use in the Business Park zone, but a formal decision can not be issued until the Use Process III decision is issued. 2. The proposed building satisfies setback requirements. As an FYI, the building must be setback 50 feet from the front property line, but parking stalls may be located within this area if you desire to adjust site layout. 3. Building height is within the range allowed by code. 4. Please show the location of the stream and stream setback on the site plan. 5. Site signage to be reviewed under separate permit application. 6. Please confirm that all easements disclosed in the title report are shown on the site plan. 7. Where is the truck loading/service area on the site? This area must be screened with Type I landscaping if visible from right-of-way or non-industrial/manufacturing land uses. Parking 8. As noted at the preapplication meeting, parking for this use is not addressed in code as the use is not identified. You have based your parking calculations on similar uses, which may be appropriate; however, the subject use may generate a higher demand. Please provide a parking demand analysis based on comparable uses of a similar size. Mr. Hamula July 13, 2005 Page 2 9. Will rental vehicles be parked in the enclosed parking area only? 10. Parking and drive isle dimensions satisfy code requirements. Landscaping 11. Groundcover is required in parking lot planting islands. Please revise landscape plan accordingly. 12. Additional tree plantings are required in the Type H perimeter landscaping buffer. See enclosed red lined drawing (Engineer only). Please revise accordingly. 13. The proposed fence surrounding the vehicle storage area is acceptable. Supplementary landscaping should be installed on the outside of the fence, including along the west border of the fenced area, to screen the area from view on adjacent properties, when improved. Type II landscaping is proposed around most of the fence with several gaps noted on enclosed landscaping plan. Please revise accordingly. 14. Please add an additional tree to the landscape islands in the northwest corner of the site and midway along the north property line (islands over 150 sf require an additional tree). 15. The symbol used for the irrigated sod area is the same as the non -irrigated. Please correct. Wetland/Stream Buffer Intrusions 16. Intrusion into the wetland buffer and stream setback area has been approved pursuant to permit 01- 103406. All work within this portion of the site shall be conducted pursuant to the conditions of approval for this permit and approved wetland buffer restoration plan. The approved buffer restoration plan shows plantings within 30-foot strips centered over the proposed intrusions into the buffer. The submitted landscaping plan shows less than 20 feet of landscaping in these areas. Additionally, the plantings shown on the submitted landscaping plan are not consistent with those shown on the approved buffer restoration plan. Please revise accordingly. Please submit a cost estimate for implementation of the buffer revegetation plan. A bond for 120 percent of the estimated cost shall be required prior to commencement of construction on site. Community Design Guidelines 17. The site plan shows pedestrian paths from the right-of-way to the building entrance as required by code. Approved materials for walkways include those listed in FWCC Section 22-1634(d)(2). Concrete as shown on the drawings is not included (unless exposed aggregate). Please revise accordingly. 18. Pursuant to FWCC Section 22-1635(b), elevations visible from a right-of-way shall incorporate two of the four modulation/screening elements (fagade modulation, landscape screening, canopy or arcade, or pedestrian plaza). This provision applies to the north, south, and west building elevations. East (front) Fagade The submitted design narrative states that the curved entrance fagade should be considered a method of meeting the modulation requirement. This feature in conjunction with the offset canopies satisfies one (modulation) of the two required elements. A second element is not addressed in the narrative and does not appear to be shown on the elevation drawings. Please revise accordingly. 05-102387 Doc. I.D. 32308 Mr. Hamula July 13, 2005 Page 3 North Fagade The north facade has a drop-off canopy running approximately 1/4 of the facade. This facade incorporates one large structural modulation. The narrative indicates there is ground landscaping along the north facade, but it is not shown on the site or landscape plan. The drop-off canopy does not satisfy the canopy/arcade option as proposed. The canopy/arcade must extend a minimum of 50 percent of building length. Also, the intent of this provision is to provide a pedestrian scaled feature covering a walkway. We would, however, consider the canopy feature to be a second building modulation along this facade. The length of this facade is 195 feet. The modulation option requires a modulation every 60 feet. Even counting the canopy extension as a second modulation feature, at least one more modulation is required. A second element of the four options is required. In general, this elevation has little detailing and has the appearance of a large blank wall, west of the building entrance area. Some form of treating the blank wall is required. South FaVade The south facade is not addressed in the narrative. This facade has one modulation (counting the canopy). No other design features are incorporated. Additional modulation and a second element of the four options are required. Again, there is little treatment of the large blank walls along this elevation. 19. The narrative provides little discussion relevant to FWCC Section 22-1635(c), methods of articulation. Slight changes in color and materials are proposed, and windows are incorporated into the east and a portion of the north facade. Please indicate how this code section is satisfied on all three relevant elevations (north, south, and east). Please provide the enclosed resubmittal form, a cover sheet that addresses the items above, and revised plans and drawing (four sets). Please contact me if you have any questions. I can be reached at 253-835-2643. Sin7G,r.�G G �6 Isaac Conlen Associate Planner enc: Resubmittal Form Red Lined Landscaping Plan (Engineer only) c: Don Hill, Triad and Associates tr i, Senior Traffic Engineer Kevin Peterson, Engineering Plans Reviewer Scott Sproul, Acting Assistant Building Official Greg Brozek, Federal Way Fire Department Brian Asbury, Lakehaven Utility District 05-102387 Doc. 1.A 32308 Date: June 27, 2005 To: Sarady Long -Public Works Traffic Div. RFC'EIVE0 City of Federal Way 33530 1st Way South JUL r 5 ��r3 D Federal Way, WA 98003 15QqL WRY PU8QC w0SKS NSTRATICN DIVISION Job No: 05-077 Project: Progressive Insurance Center Process III Submittal Enclosed are: These have been seat: ❑ Prints ❑ For Your Use ❑ Copies ❑ For Your Review /Approval ❑ Reproducibles ❑ For Your Signature /Return ® Reports ❑ At Your Request ❑ Documents ❑ For Your Records ❑ Specifications ❑ For Your Information ❑ Other ❑ Other 4 1 5/1/05 1 Traffic Impact Analysis (The Transpo Group) Remarks: Here are four copies of the traffic study for your use. Sent By: Lee Ann Fraser Copies To: TRLAD ASSOCIATE S 121 12 115th Avenue NE Kirkland, WA 98034-6923 425.821.8448 425 8213481 Fax 800 488 0756 toll Free www triadassoc com 5arady Long, Federal Way®- : April 22, 2005 Dan McKinney, Transpo imi psi 08 00 Tasha Atchison, Transpo Federal Way Progressive, Preliminary TIA 5coping The purpose of this memorandum is to complete transportation scoping for the traffic impact analysis (TIA) for the proposed Federal Way Progressive Service Center development. Included below is a brief description of the project, an approach to estimate future (2006) without -project traffic volumes, anticipated PM peak hour trip generation, trip distribution and study area, and a list of additional information that would assist Transpo in preparing the required study. Project Description The project site is located next to Pacific Highway (SR 99) where it merges with 16`' Avenue S (SR 161) on the southwest corner of 5R 99 and S 340' Street. Access to the site will be provided with one full access driveway on S 340`h Street, via a west leg to the traffic signal at SR 9/S 340'h Street. The Progressive Claims Center will be approximately 15,000 square feet and provide approximately 125 parking spaces. The parking supply is designed to accommodate the temporary storage of damaged vehicles, for rental cars, and for employees and customers. The site is currently vacant with the development scheduled for occupancy in 2006. The preliminary site plan is illustrated in Figure 1. The Progressive Claims Center is a unique use that would operate as a one -stop hub for customers filing auto insurance claims through Progressive Insurance. Customers filing a claim would simply schedule an appointment, bring their car in for inspection and then drive away in a reserved rental car. The claims center would then take care of inspecting the damaged vehicle and then arrange for the car to be repaired at an off -site repair shop. Progressive employees would set up and monitor the repair service for customers saving them the time and hassle of dealing with multiple entities. Future Without -Project Conditions Year 2006 without -project traffic volumes would be forecasted using a growth rate of 2 percent per year applied to existing peak hour traffic volumes. We understand this rate is consistent with recent TIAs conducted in Federal Way. In addition, future without -project traffic volumes would include traffic generated by City -identified "pipeline" projects. We will rely on the City to provide a list of recommended pipeline projects. The Transpo Group 11730118"' Avenue N.E., Suite 600 Kirkland, WA 98034-7120 425.821.3665 Fax: 425.825.8434 Trip Generation The proposed project is a non-standard land use and is not accounted for in the Institute of Transportation Engineers (ITE) Trip Generation; therefore traffic counts were gathered at other Progressive Claims Centers to establish a site -specific trip rate for this type of facility. Trip generation for the proposed project is based on PM peak hour trip generation counts from two similar Progressive Claims Centers, located in North Houston and Dallas, Texas. The North Houston site is located at 505 West Canino Road and the Dallas site is located just outside of Dallas at 1405 Avenue T in Grand Prairie, Texas. The North Houston site is within 1 miles of I-45 and the Dallas site is within 2 miles of State Highway 360, similar to the Federal Way site's proximity to I-5 and SR 18. One Progressive criterion for site selection is accessibility to the freeway as these centers typically serve a broad market area. Both locations have been operational over a year and provide the same services as the proposed Federal Way center. Trip generation counts were collected at each facility in April 2005 during a typical weekday between 4:00 and 6:00 p.m. The data were collected by local traffic count vendors and has been attached for your reference. Trip rates were calculated for each site using the size of each facility and the combined number of inbound and outbound trips. The peak hour for both sites occurred between 4:00 and 5:00 p.m. The two rates were then averaged to arrive at a trip rate for the proposed project, as shown in Table 1. Table 1. Progressive Claims Center Trip Generation Rates memo Dallas 1S,490 22 9 13 1.19 Houston 197092 46 22 24 2.41 Average 1.80 Table 2 summarizes the estimated weekday PM peak hour trip generation based on the average trip generation rate. During the peak hour, inbound traffic represents approximately 46 percent and outbound traffic represents approximately 54 percent of total trip generation. These percentages were used to estimate PM peak hour the in/out split. The Transpo Group page 2 The TfdI1SP0 Table 2. Federal Way Trip Generation Estimate MEN . mmm Federal Way 15,0U0 1.80 27 12. i5 As shown in Table 2, the proposed project would generate approximately 27 trips during the PM peak hour, 12 of these trips would be inbound and 15 trips would be outbound. Trip Distribution and Study Area Trip distribution was developed using general information from Progressive and from existing travel patterns in the area. The proposed center is a regional facility designed to serve customers from Seattle to Tacoma with much of the traffic heading to and from I-5. Figure 2 illustrates the anticipated trip distribution patterns and project trip assignment. After applying the PM peak hour trip generation to this trip distribution, the following signalized intersections within the City would be impacted by 10 or more site -generated trips and are suggested for study. 1. S 340t` Street/Pacific Highway (SR 99) 2. S 348`h Street/ 16`" Avenue S -Enchanted Parkway (SR 161) Please let us know if the traffic_ study needs to evaluate impacts at any additional or alternate intersection locations. Additional Information The following represents a list of information that is requested in order to meet the city's guidelines for a TIA. • Three-year accident data, by accident type (fatality, property damage, injury), at analysis intersections. • Existing PM peak hour traffic volumes for study intersections. ■ Existing PM peak period signal timing information at analysis intersections. • Listings of "pipeline" projects in the surrounding area and their PM peak hour trip assignment at analysis intersections. This project has a very tight schedule and we would appreciate a quick response if possible. Please call if you have any questions. MA05\05108 Federal Way Progressive\Wp\Scope Memo.doc The Transpo Group page 3 A N 1313.64' N88'4554"W — — — — — 4691 _ �r — NOT TO SCALE 34CTH ST.� (PROPOSED) 'o t� aI U I 1101 a a --- '- ------------------------------------------------------ --•-- --------------------------------- 1 Q! V ' D •''ate..---�` � ..tJ 1� � / *,6 r 4 r �n � ! q,• r S r 7 1-► -------------------------------------------------------------------- J 1034,43' N68'46'07"W / Figure 1 Site Plan ILFederal Way Progressive MA05105108 Federal Way ProgressivelGraphicslprogressive graphic0l.dwg, A, 4119/200511:00:55 AM, findak The Transpa IJruiaP J SITE S 348TH ST I I I t 2 1 � I1 I L> r S 356TH ST 5 S 336TH ST PM PK HOUR 5 I P OJEC a T TRIPS '6 r 12 INBOUND 4 15 OUTBOUND 27 TOTAL Figure 2 Project Trip Distribution and Assignment Federal Way Progressive M:105105108 Federal Way ProgressivelGraphicslprogressive graphicOl Awg, B, 41221200510:11:51 AM, lindak J A N NOT TO SCALE Transpo Group Page 1 of 1 Sarady Long e Re: Federal Way Progressive Service Center From: Sarady Long To: Dan Jr. Date: 5/6/2005 9:31 AM Subject: Re: Federal Way Progressive Service Center Dan - Based on the trip distribution in Figure 2, please add S 344th St./SR 99 to the study area. Pipeine projects should include Opus Crossings, CFC and Federal Way Marketplace. I think Tasha has all the information on these projects. If not, let me know and I will fax it to you. I'll send you the rest of the data later today. Also, please note a signal modifications will be required at 16th Ave/SR 99 for safe access. Sarady Long, Traffic Engineer City of Federal Way 33325 8th Ave S - P.O. Box 9718 Federal Way, WA 98063-9718 P (253) 835 - 2743 F (253) 835 - 2709 E-mail: s.arady.long@cityoffederaIway_.com >>> "Dan McKinney Jr." <DanM@TheTranspoGroup.com> 4/22/2005 12:15 PM >>> Sarady - I have attached our preliminary TIA scoping memo for the Progressive Service Center that is proposed at the southwest corner of SR 991S 340th Street. I believe Tasha had previously been discussing this project with you but she is now on vacation. Since your last discussions with her we collected trip generation counts at two other Progressive Service Centers in Texas to develop an average trip generation rate. There are currently no other Progressive Service Centers in our region so Texas was our best source of information. Please review the following memo and provide me with the full scope of work for the TIA. Of course we are under the gun to complete this ASAP and would appreciate a quick response so we can wrap up our analysis. Let me know if you have any questions. Regards, Dan McKinney, Jr. Senior Transportation Planner The Transpo Group 11730 118th Avenue NE Suite 600 Kirkland, WA 98034-7120 P. 425/821-3665 x 244 F. 425/825-8434 . D an � I�Iiie7'ransp aGro up. cnm f e c e e g c e g e Page 1 of 1 Sarady Long - Re: Federal Way Progressive Service Center From: Sarady Long To: Dan Jr. Date: 5/6/2005 10:10 AM Subject: Re: Federal Way Progressive Service Center Dan - Collision data and latest Synchro file. Sarady Long, Traffic Engineer City of Federal Way 33325 8th Ave S - P.O. Box 9718 Federal Way, WA 98063-9718 P (253) 835 - 2743 F (253) 835 - 2709 E-mail: sarady_,lang@cityoffederalway.com f e c e e g - c e g e PROGRESSIVE INSURANCE 1405 AVE T EAST DRIVEWAY MILD QUALITY COUNTS, INC DATA COLLECTION & ANALYSIS 214-349-4861 File Name : 1405 AVE T Site Code : 00000001 Start Date ; 04/12/2005 Page No : 1 Southbound Ww(baund Norlhbmred Eastbound StartTimc Left Thzu Rtgfit I Peds Total Left Thru Right ells T � Left Thiu Right Peds Left Thru Righ! reds Total Total Faslar I.0 1.0 1.0 ].0 1.0 1.0 t_0 l.0 1.01 ul 1.0 1-01 1.0 1-0_1 1,01 1,0 16.00 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 To 0 0 0 0 01 0 0 1 0 11 0 0 4 0 0 1 0 0 0 0 01 1 17:00 0 0 0 0 Of 0 0 0 0 0` 0 0 0 0 OI 1 0 0 0 14 1 17:15 0 0 0 0 0 0 0 l 0 1 0 0 0 0 0 0 0 0 0 0 1 17:45 0_ 0 0 0 01 0 0 0 0 0 0 0 0 0 61 1 0 0 0 11 ] ToLA 0 0 0 0 UT 0 0 1 0 1 0 0 0 0 0 1 Z 0 0 0 21 3 Grand Total 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 2 0 0 0 2 1 Apprch % 0.0 0.0 0.0 0_0 0.0 0.0 100.0 0.0 0,0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 Total % 0.0 0.0 0.0 0.0 0.0 0.0 0.0 50.0 0.0 50.0 0.0 0.0 0.0 0.0 0.0 , 50.0 0.0 0.0 0.0 50.0 L, N cn A i N 01 CS) n H { C3 S n H Z Z m { -D D m CD w m w W. Canino Rd at Progressive Insurance Co. Driveway/Driveway April 13, 2004 Turning Movement Count From North From East From South From West Driveway W. Canino Rd. Progressive Ins. Drive W. Canino Rd. Time Left Tbrul Right Peds'Leftj Thru Rightl Peds Left Thru RightRigbtj Peds Left Thrul Right Peds 16:00 0 0 1 0 0 0 50 0 0 4 0 0 1 0 1 89 1 4 0 16:15 0 0 2 0 0 51 0 0 4 0 2 0 0 93 6 0 16:30 0 0 1 0 2 38 4 0 8 0 2 0 1 97 2 0 16:45 1 0 0 2 0 1 59 1 0 1 1 0 3 0 1 0 94 7 0 I -Jr. Total 0 0 5 0 3 198 5 U 17 u i U L J O iy U 17:00 0 0 0 0 0 1 71 0 0 2 0 1 0 0 1 103 1 1 0 17:15 0 0 0 0 0 65 0 0 2 0 1 0 0 93 2 0 17:30 0 0 0 0 1 0 73 0 0 2 0 0 0 0 94 0 0 17:45 0 0 2 0 0 75 1 0 5 0 1 0 0 92 0 0 Hr. Total 0 U 2 u, U Li54 1 U 11 U L U .1 JOL a U Gr. Total 0 1 0 1 7 0 3 482 6 0 28 0 9 0 3 755 22 0 % of Tot. 0% 0% 1% 0% 0% 37% 0% 0% 2% 0% 1% 0% 0% 57% 2% t 0% Apprch% 1% 37% 3% 59% % of Apprch 0% 0% 100% 0% ]% 1 98% I%7 1. 0% 1 24% 1 0% 0% 97% 3% 1 0% PROGRESSIVE INSURANCE 1405 AVE T WEST DRIVEWAY MILD QUALITY COUNTS, INC DATA COLLECTION & ANALYSIS 214-349-4861 File Name : 1405 AVE T Site Code : 00000001 Start Date : 04/12/2005 Page No :I 5outhbound Westbound Northbound Eastbound StaitTime Le fl Thar Right Peels Yowl C�ft Th. Right Peels Lett Thnt Right Peds L fk Thm Right Pads Total To1a1 TOW TotalFactor 1.0 1.0 L.O 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 I.0 1.01 1.01 1.01 1.0 16:00 2 0 3 0 5 0 21 1 0 22 0 0 0 0 0 2 5 0 0 7 34 16:15 1 0 L 0 2 0 10 1 0 11 0 0 0 0 0 1 4 0 0 5 18 16:30 0 0 5 0 5 0 19 1 0 20 0 0 0 0 0 l 6 0 0 7 32 16.45 L 0 0 0 1 0 15 .0 0 15 0 0 0 0 0 1 2 0 0 3 19 Total 4 0 9 0 13 0 65 3 0 68 0 0 0 0 O. 5 17 0 0 22. 103 MOD 0 0 2 0 17:15 0 1 0 0 17.30 0 0 1 0 PAS 0 0 1 0 1'0L 1 a 1 4 p Grand ToW 4 1 13 0 Appreh % 22.2 5.6 72 7 0.0 Total % 2.0 0.5 6.6 0.0 2 0 26 0 0 1 0 16 1 0 1 0 14 0 0 1 0 5 0 0 5 0 61 I 0 18 i 0 121 4 0 0.0 96.9 3.1 0.0 `j 9.2 0.0 64.3 2.0 0.0 26 0 0 0 0 0 1 6 0 0 7 35 17 0 0 0 0 0 3 1 0 0 4 22 14 0 0 0 0 0 5 3 0 0 8 23 5 0 0 0 0 0 2 5 0 0 7 13 62 0 } 0 0 01 11 13 0 0 26 93 130 D 0 0 0 0 1 6 32 0 0 48 196 0.0 0-0 0.0 0.0 33.3 66.7 0.0 0.0 66.3 0.0 0.0 0.0 0.0 0.0 8.2 16.3 0.0 0.0 24.5 LO N i 4n A v i N m A CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: May 24, 2005 TO: Will Appleton, Development Services Manager Scott Sproul, Assistant Building Official Wes Hill, Lakehaven Utility District Greg Brozek, Federal Way Fire Department FROM: FOR DRC MTG. ON: FILE NUMBER(s): RELATED FILE NOS.: PROJECT NAME: PROJECT ADDRESS: Isaac Conlen June 9, 2005 - Internal Completeness 05-102387-00-UP None PROGRESSIVE SERVICE CENTER 34001 PACIFIC HWY S - I j1de Lkoll V t . �9- 41 02 ZONING DISTRICT: BP PROJECT DESCRIPTION: Proposal to constru '`13,500 s re foot insurance office facility with ated enclosed vehicle storage area for vehicle appraisal. LAND USE PERMITS: Process III, SEPA PROJECT CONTACT: ZAREMBA GROUP, LLC TODD HAMULA 14600 DETROIT AVE, Suite 1500 2162216600 (Work) MATERIALS SUBMITTED: Site plans, SEPA checklist, narrative, civil plans, title report, TIA, TIR ��l rc,�. fro L�� G�� ��' ✓1/ �C c11VA Icd �h'/Y► l_%i .6. f-ty Lvl% PI CITY OF Federal Way DATE: June 28, 2005 TO: Isaac Conlen, Associate Planner Kevin Peterson, Engineering Plan Reviewer FROM: Sarady Long DRAFT SUBJECT: PROGRESSIVE SERVICE CENTER - (05-102387-00-UP) 34001 PACIFIC HWY S MEMORANDUM Public Works Department I have finished reviewing the submitted revised Traffic Study (TIA) prepared by The Transpo Group dated, May 20, 2005. Based on my review of the submitted materials, the applicant traffic engineer should response to the following comments and make appropriate revisions to the TIA. 1. Figure 4 —The existing PM Peak Hour volumes at SR 161/S 348`h Street is lower than the previous 2005 count. Staff believes this is due to the truck stop closures. 2. Cross street for intersection #1 and #2 is not correct. Revise intersection #1 to SR 99/16'h Ave S and intersection #2 to S 344`h St./16`h Ave S. 3. Page 8 — The intersection of S 344`h St./16'h Ave S is not a "T" intersection. It is a four -legged intersection and should be labeled as such. 4. Please verify and update transit service serving the site. Transit Route 949E is not relevant to the site and route 106 does not exist in Federal Way. 5. SeaTac Mall has been changed to the Commons. Any reference to the mall should be referred to as the Commons. 6. Page 13 — Trip Generation. Please provide estimated numbers of full time employees at the site and hour of operation. 7. Please note, the Level of Service (LOS) analysis should be as follow— (1) Existing condition, (2) 2006 Base Year + pipeline + funded TIP, and (3) 2006 Base Year with project + pipeline + funded TIP. If there is deficiency in (3), additional improvements should be identified. 8. LOS Analysis — Peak hour factor (PHF) used in the LOS analysis is not correct. Please follow the established TIA Guidelines Section V. (B). Any deviations from the guidelines would need approval from the City Traffic Engineer. 9. Page 19 — The 2006 horizon year analyzed one peak period, however the TIA indicated two peak hours. Please verify. 10. Page 20 — Parking. The Public Works Traffic Division does not review parking demand studies. Planning Department will review and provide technical comments on this issue. Traffic staff will be happy to provide assistance if needed but will not make the final decision. Based on my review, a parking study from the two sites in Texas should be provided as a comparison. 11. Page 21 — Mitigation measures. Staff concurs with the TIA proposal to modify the signal at SR 99/16`h Ave S and construct the west leg of this intersection to allow access. The signal must be constructed to all applicable standards and must be approved by the city. Please note, additional improvements may be needed and will be addressed during the signal design. 12. Page 21— Mitigation Measures. Staff concurs with the pro-rata share calculation. Based on the total 27 new PM Peak Hour Trip of which 23 trips will impact the S 348`h St./SR 161 TIP project, the applicant's fair share contribution is $15,600. Environmental Checklist: 14 — Transportation (g) — Please add the following to this section. Contribute pro-rata share contribution of $15,600 toward TIP project and refer to the TIA as well. L:\CSDC\DOCS\SAVE\18530025066.DOC 5arady Long, Federal Way Dan McKinney, Transpo Tasha Atchison, Transpo The Transpo Group April 22, 2005 05108-00 Federal Way Progressive, Preliminary TIA Scoping Ci The purpose of this memorandum is to complete transportation scoping for the traffic impact analysis (TIA) for the proposed Federal Way Progressive Service Center development. Included below is a brief description of the project, an approach to estimate future (2006) without -project traffic volumes, anticipated PM peak hour trip generation, trip distribution and study area, and a list of additional information that would assist Transpo in preparing the required study. Project Description The project site is located next to Pacific Highway (SR 99) where it merges with 16`' Avenue S (SR 161) on the southwest corner of SR 99 and S 340`' Street. Access to the site will be provided with one full access driveway on S 340`" Street, via a west leg to the traffic signal at SR 9/S 340`h Street. The Progressive Claims Center will be approximately 15,000 square feet and provide approximately 125 parking spaces. The parking supply is designed to accommodate the temporary storage of damaged vehicles, for rental cars, and for employees and customers. The site is currently vacant with the development scheduled for occupancy in 2006. The preliminary site plan is illustrated in Figure 1. The Progressive Claims Center is a unique use that would operate as a one -stop hub for customers filing auto insurance claims through Progressive Insurance. Customers filing a claim would simply schedule an appointment, bring their car in for inspection and then drive away in a reserved rental car. The claims center would then take care of inspecting the damaged vehicle and then arrange for the car to be repaired at an off -site repair shop. Progressive employees would set up and monitor the repair service for customers saving them the time and hassle of dealing with multiple entities. Year 2006 without -project traffic volumes would be forecasted using a growth rate of 2 percent per year applied to existing peak hour traffic volumes. We understand this rate is consistent with recent TIAs conducted in Federal Way. In addition, future without -project traffic volumes would include traffic generated by City -identified "pipeline" projects. We will rely on the City to provide a list of recommended pipeline projects. The Transpo Group � `" U$ ZU -to [& F' ��w� 117301le Avenue N.E., Suite 600 Kirkland, WA 98034-7120 425,821.3555 Fax- 425.825.8434 Trip Generation The proposed project is a non-standard land use and is not accounted for in the Institute of Transportation Engineers (ITE) Trip Generation; therefore traffic counts were gathered at other Progressive Claims Centers to establish a site -specific trip rate for this type of facility. Trip generation for the proposed project is based on PM peak hour trip generation counts from two similar Progressive Claims Centers, located in North Houston and Dallas, Texas. The North Houston site is located at 505 West Canino Road and the Dallas site is located just outside of Dallas at 1405 Avenue T in Grand Prairie, Texas. The North Houston site is within 1 miles of I-45 and the Dallas site is within 2 miles of State Highway 360, similar to the Federal Way site's proximity to I-5 and SR 18. One Progressive criterion for site selection is accessibility to the freeway as these centers typically serve a broad market area. Both locations have been operational over a year and provide the same services as the proposed Federal Way center. Trip generation counts were collected at each facility in April 2005 during a typical weekday between 4:00 and 6:00 p.m. The data were collected by local traffic count vendors and has been attached for your reference. Trip rates were calculated for each site using the size of each facility and the combined number of inbound and outbound trips. The peak hour for both sites occurred between 4:00 and 5:00 p.m. The two rates were then averaged to arrive at a trip rate for the proposed project, as shown in Table 1. Table 1. Progressive Claims Center Trip Generation Rates Da11as 18,490 22) 9 13 119 Houston 19,092 46 22 24 2.41 ; Average 1.80,i Table 2 summarizes the estimated weekday PM peak hour trip generation based on the average trip generation rate. During the peak hour, inbound traffic represents approximately 46 percent and outbound traffic represents approximately 54 percent of total trip generation. These percentages were used to estimate PM peak hour the in/out split. The Transpo Group page 2 Table 2. Federal Way Trip Generation Estimate MEN I M M r M Federal Way 15,000 1.80 27, 12 15 As shown in Table 2, the proposed project would generate approximately 27 trips during the PM peak hour, 12 of these trips would be inbound and 15 trips would be outbound. Trip Distribution and Study Area Trip distribution was developed using general information from Progressive and from existing travel patterns in the area. The proposed center is a regional facility designed to serve customers from Seattle to Tacoma with much of the traffic heading to and from I-5. Figure 2 illustrates the anticipated trip distribution patterns and project trip assignment. After applying the PM peak hour trip generation to this trip distribution, the following signalized intersections within the City would be impacted by 10 or more site -generated trips and are suggested for study. 1. S 340'h Street/Pacific Highway (SR 99) 2. S 348`" Street/16' Avenue S -Enchanted Parkway (SR 161) Please let us know if the traffic study needs to evaluate impacts at any additional or alternate intersection locations. Additional Information The following represents a list of information that is requested in order to meet the city's guidelines for a TIA. ■ Three-year accident data, by accident type (fatality, property damage, injury), at analysis intersections. • Existing PM peak hour traffic volumes for study intersections. • Existing PM peak period signal timing information at analysis intersections. ■ Listings of "pipeline" projects in the surrounding area and their PM peak hour trip assignment at analysis intersections. This project has a very tight schedule and we would appreciate a quick response if possible. Please call if you have any questions. M:\05\05108 Federal Way Progressive\Wp\scope Memo.doc The Transpo Group page 3 t y v 1 Figure 1 �+ Site Plan 1313.64' N88'a5'54"lY Federal Way Progressive MA050108 Federal Way ProgressivelGraphicslprogressive graphic0l.dwg, A, 4/19/200511:00:55 AM, gndak NOT TO SCALE , 1 / . 1 4 � / hN , I / I / 1 / r , i The Transpn Group Figure 2 Project Trip Distribution and Assignment Federal Way Progressive A N NOT TO SCALE TI ie Transpa Group M:\05105108 Federal Way ProgresslvelGraphicslprogressive graphic01.dwg, B, 41220005 10:11:51 AM, lindak a PROGRESSIVE INSURANCE 1405 AVE T WEST DRIVEWAY MILD SbvtTime, Left I Thai I Right I Peds 16:15 1 0 I 0 16:30 0 0 5 0 16:45 1 0 0 0 Total 4 0 9 0 MOD 0 0 2 0 17:15 0 1 0 0 17:30 0 0 1 0 17:45 0 0 1 0 1 oL31 0 ] 4 'p Grind To al 4 1 13 0 Ash % 22.2 5.6 72 7 0.0 Total % 2.0 0.3 6.6 0.0 QUALITY COUNTS, INC DATA COLLECTION $ ANALYSIS 214-349-4861 FL-R Th. Right Peels Total Left Thro Right Peds 1.01 1.0 1.0 I.0 1.01 1.0 1.0 1.0 5 0 21 1 0- 22 0 0 0 0 2 0 10 1 0 11 0 0 0 0 5 0 19 1 0 20 0 0 0 0 1 13 0 0 15 55 .0 3 0 0 15 68 0 0 0 0 0 0 0 0 2 0 26 0 0 26 0 0 0 0 1 0 16 1 0 17 0 0 0 0 1 0 14 0 0 14 0 0 0 0 1 O 5 0 0 5 0 0 0 0 5 0 51 1 0 62 0 0 0 0 18� 0 126 4 0 130 j 0 0 0 0 0.0 96.9 3.1 0.0 jl 0.0 0.0 0.0 0.0 9.2 O.D 64.3 2.0 0.0 66.3 0.0 0.0 0.0 0.0 File Name : 1405 AVE T Site Code : 00000001 Start Date : 04/12/2005 Page No : 1 App" Leff Thin Righl Pods App. �' total Total Total 1.0 1 1.01 1.01 1.0 0 2 5 0 0 7 34 0 1 4 0 0 5 L8 0 1 6 0 0 7 32 0 1 2 0 0 3 19 0 5 17 0 0 22'1 103 0 1 6 0 0 7 35 0 3 1 0 0 4 22 0 5 3 0 0 8 23 0 2 5 0 0 7 13 0 11 13 0 0 26 93 0I 16 32 0 0 48 196 33.3 66.7 0.0 0.0 0.0 !I 8.2 16.3 0.0 0.0 3A.5. m A N 'W N M CS M m A A Lo N (JI A m QUALITY COUNTS, INC m DATA COLLECTION & ANALYSIS Ln PROGRESSIVE INSURANCE 214-349-4861 File Name : 1405 AVE T 1405 AVE T Site Code : 00000001 m EAST DRIVEWAY Start Date : 04/12/2005 A MILD Page No : 1 LO J Southbound Westbound Northbound Eastbound �y ) StartTimo Left Thin Right Peds APP• Total Left Thru Right Prdc App. Total Left Thtu Right Peds 'DPP' Lett Ttuu Righl Peds APP• 1"�" Factor 1.0 1.0 1.0 1.0 Tn 1.0 I.0 1.0 1.0 1.0 1.0 1"0 Total 1.0 1.0 1.0 1.0 Total Total l6:{i0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 l Total 0 0 0 0 01 0 0 1 0 11 0 0 0 0 01 0 0 0 0 01 1 17:00 0 0 0 0 01 0 0 0 0 01 0 0 0 0 01 1 0 0 0 1 1 17:15 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 I 1 17:45 0 0 0 0 0 0 0 0 0 it 0 0 0 0 0 1 0 0 0 1? 1 1'ata� 0 0 0 0 0 0 0 1 0 11 0 (1 0 0 0 1 2 0 0 d TF 3 Grand Total 0 0 0 0 01 0 0 2 0 21 0 0 0 0 0 2 0 0 0 2 4 Apprch % 0-0 0.0 0-0 0.0 0.0 0.0 100.0 0.0 0,0 0.0 0.0 0.0 L00.0 0.0 0.0 0.0 I H Total % 0-0 0.0 0.0 0"0 0.0 00 IE { O 'S n H Z Z m { I> 9) m m w m w W. Canino Rd. at Progressive Insurance Co. Driveway/Driveway April 13, 2004 Turning Movement Count From North From East From South From West Driveway W. Canino Rd. Progressive Ins. Drive W. Canino Rd. Time Left Thru I Right Peds Left Thru Rightl Peds Leftj Thru Right Thru Ri ht Peds 16:00 0 0 0 0 0 50 0 0 4 0 0 NPedsLeft 1 89 4 0 16:15 0 0 2 0 0 51 0 0 4 0 2 0 93 6 0 16:30 0 0 1 0 2 38 4 0 8 0 2 1 97 2 1 0 16:45 0 0 2 0 1 59 1 0 1 0 1 3 0 0 94 7 0 Hr. Total 0 U 5 u i IWS , U 1 I v I v A /� .� 17:00 0 0 0 0 0 1 71 0 0 2 0 1 0 0 1 103 1 1 0 17:15 0 0 0 0 0 65 0 0 2 0 1 0 0 93 2 0 17:30 0 0 0 0 0 73 0 0 2 0 0 1 0 0 94 0 0 17:45 0 0 2 0 0 75 1 0 5 0 1 0 0 92 0 0 Hr. Total 0 0 7 U U Z54 1 U 11 V v 1 00� Gr. Total 0 0 7 0 3 482 6 0 28 0 9 0 3 755 22 0 % of Tot. 0% 0% 1% 0% 0% 37% 0% 0% 2% 0% 1% 0% 0% 57% 2% 0% Apprch% 1% 37% 3% 59% % of Apprch 0% 0% 1100%1 0% 1% 98% 1% 0516 76% 0% 1 24% 0% 0% 1 97% 1 36/6 1 0% oJED 01, TRLAD May 19, 2005 Nl AY 2 0 2005 0 ASSOCIATES Isaac Conlen CITY OF FEDERAL WAY �+ •! City of Federal Way BUILDING DEPT,-00 12112 115th Avenue NE Department of Community Development Services Kirkland, WA 98034-6923 33325 8th Ave. S 425.821.8448 PO Box 9718 425.821,3481 fax Federal Way, WA 98063-9718 800.488,0756 toll free wvvw.triadassoc.com RE: Progressive Insurance Service Center - Process III Site Plan Review Permit #05-100848-000-00-PC 34001 Pacific Hwy S Triad Job No. 05-077 Dear Isaac: I am writing on behalf of the Applicant, Zaremba Group LLC/ Todd Hamula to submit a Process III Site Plan Review in accordance with your submittal and review procedures. I have summarized the required submittal and enclosed/required copies as follows: • Master Land Use Application signed by Applicant dated 5/13/05 • Master Land Use Application signed by Property Owner and Agent dated 5/13/05 • Process III Application/SEPA Review fee, ZGLLC-Progressive check no. 5071, dated 5/11/05 in the amount of $2,904.00. • King County Assessor's parcel maps, one '/ section map of NE 20-21-04 and NW 21- 21-04 (5 copies). • Vicinity map on separate 8.5 x 11 sheet (1 copy) • Current title report dated 5/11/05 prepared by Fidelity National Title Company of Washington, with referenced documents (2 copies). • Current letters of water and sewer availability issued on 7/13/04 (1 copy). • Site photographs from each compass point (1 set of color copies). ■ Eight complete and folded sets of drawings titled, prepared, and dated as follows: • Cover sheet (sheet 1 of 4) prepared by Triad Associates dated 5/17/05 ■ Site Plan (sheet 2 of 4) prepared by Triad Associates dated 5/17/05 • Preliminary Grading and Utility Plan (sheet 3 of 4) prepared by Triad Associates dated 5/17/05 ■ Preliminary Landscape Plan (sheet 1 of 4) prepared by Triad Associates dated 5/17/05 • ALTA Survey with site topography (sheet 2 of 2) prepared by Triad Associates dated 4/15/05 • Floor Plan (sheet ALL, 30 x 42) prepared by Richard Bowen + Associates dated 5/12/05 • Site Details (sheet AS1.1, 30 x 42) prepared by Richard Bowen + Associates dated 5/12/05 • Exterior Elevations (sheet A3.1, 30 x 42) prepared by Richard Bowen + Associates dated 5/12/05 • Site Line Study (sheet SL3.1, 30 x 42) prepared by Richard Bowen + Associates dated 5/12/05 Page 2 Isaac Conlen City of Federal Way, Department of Community Development Services May 19, 2005 • Lighting/Photometric Plan (30 x 42) prepared by Richard Bowen + Associates dated 5/12/05 ■ Exterior Elevations (sheet A3.1, 11 x 17, color) prepared by Richard Bowen + Associates dated 5/12/05 ■ Perspective (View A, 11 x 17, color) prepared by Richard Bowen + Associates dated 5/12/05 • Material Board with Front Elevation (11 x 17, color) prepared by Richard Bowen + Associates dated 5/12/05 • Material Board with Front Elevation (I I x 17, color with raised color tiles) prepared by Richard Bowen + Associates dated 5/12/05 (one original mounted on foam board) • Signage Elevations (8 '/z x 11, color) prepared by Richard Bowen + Associates dated 5/13/05 • Preliminary Technical Information Report & Level 1 Downstream Analysis with Core requirement summary prepared by Triad Associates dated 5/10/05. • Preliminary Geotechnical Report dated 6/13/01, prepared by Associated Earth Sciences • Preliminary Geotechnical Report Supplemental Letter dated 2/15/02, prepared by Associated Earth Sciences. • Geotechnical Investigation dated May 2005, prepared CRA Engineering (five copies). Note that the Site Plan in the Appendix of this report has been superseded by the enclosed Site Plan. • Transportation Impact Analysis prepared by The Transpo Group dated 5/12/05 (4 copies). • SEPA Checklist prepared by Triad Associates dated 5/19/05 (8 signed copies). • Two sets of self-addressed stamped business -size envelopes (with City of Federal Way return address) of persons receiving property tax statements for all properties 300 feet of the boundary of the subject property and for all occupants on or within 300 feet of the subject property. A separate list numbered with the addresses and parcel numbers and an assessor's map showing the 300 foot boundary. ■ Letter from Isaac Conlen (City of Federal Way) from pre -application meeting dated 3/25/05 (4 copies). • Architectural Design Intent and Narrative Summary for Compliance with Applicable Guidelines Letter prepared by Richard L. Bowen + Associates dated 5/13/05 (4 copies). • Hazardous Material Inventory List, signed by Applicant (1 copy). • Completed Crime Prevention Checklist (1 copy) ■ Letter from Kevin Peterson, City of Federal Way to Bill Stevens, Triad Associates approving on -site storm water quality facilities below ground dated 5/10/05 (4 copies). ■ Letter from Jeff Morgan, Triad Associates to Isaac Conlen, City of Federal Way regarding Use Process I Interpretation dated 5/17/05 (4 copies). If you would like a 3-ring notebook which includes a single copy of each submittal element listed above for your use, please let me know. Page 3 Isaac Conlen City of Federal Way, Department of Community Development Services May 19, 2005 As outlined in our pre -application meeting, all pertinent elements and approvals related to the previous proposals on this property (i.e. U-Haul Truck Rental and Mini Storage [AMERCO as Applicant] and Federal Way A -Storage [Jimmy Kossert as Applicant]) apply and are assigned to this project proposal. These pertinent elements and approvals include: • The previous Wetland and Stream Delineation Analysis prepared Associated Earth Sciences dated 8/24/01. • The previous Process IV approval for the storm drainage crossing of the 100' wetland buffer for connection to existing detention facility along the north edge of the site. ■ The previous Process IV approval regarding the sewer crossing of the 100' wetland buffer for connection to existing sewer manhole along the south edge of the site. • The Intersection Improvement and Signalization Plans by Transpo submitted separately to City as part of previous project proposal. • The Letter from Jim Harris, City of Federal Way dated 1/22/01 waiving the potential connection of a north -south public road through this site. Please provide your confirmation of application completeness as soon as practical and proceed with your review so that the Process III Site Plan Review can be completed and the Administrative Approval can be issued within the time frame we discussed at the pre - application meeting. If this can not occur within three months I ask that you contact me so we can discuss your schedule. If you have any questions or need any additional information please do not hesitate to contact me or the Applicant. Sincerely, TRIAD ASSOCIATES Don Hill Project Manager cc: Todd Hamula, Zaremba Group LLC Mike Woods, Richard Bowen + Associates Enclosures RECUR -,D MAY 2 0 2005 OS-077 4%L CITY OF VZ�:� f, Federal Way,,�,,-'�� CITY OF FEDERAL WAY DEPAF%AWN0C�i4R1F1,NITY DEVELOPMENT SERVICES 33325 8`" Avenue South RECEIVE® PO Box 9718 Federal Way WA 98063-9718 253-835-2607;Fax 253-835-2609 MAY 2 0 2005 www.cityoffederalway.com OF FEDERAL WAY DEVELOPMENT REQU1EWMYS ❑ PROCESS III (PROJECT APPROVAL) ❑ PROCESS IV (HEARING EXAMINER APPROVAL) Name: File No(s): • This form is to be used by an applicant as a guide in determining what constitutes a complete application. • All checked items must be submitted to constitute a complete application. • Applicant will be notified of a complete application within 28 days. • A complete application does not imply compliance or conformance with applicable codes. • Additional fees may be required for consultant review of Critical Areas. U-ii-I 1.Zaihmi14PrL ❑ A. Master Land Use Application B. Application fees C. Copy of entire underlying plat or King County Assessor's parcel map ❑ ❑ ❑ D. Vicinity map on separate 8'/z x 11 sheet ❑ E. Two copies of current title report (no more than 90 days old) for subject property ❑ F. Current letters of water and sewer availability (only required for vacant property) ElG. Site photographs from each compass point (north, east, south, & west) referenced on the site plan General Plan Standards • Eight complete and folded sets of drawings (folded to 9 x 12 inches). • Minimum plan sheet size shall be 24 x 36 inches. • Plans must be drawn at an engineering scale that allows the entire plan to fit on one sheet. • Minimum scale is 1 to 20 unless otherwise authorized. • All information is to be legible. ■ Plans shall be prepared by a certified professional (licensed in the State of Washington) unless otherwise authorized. Bulletin #001 — December 8, 2004 Page 1 of 4 k:/Handouts/Development Requirements `� Reauired Submitted ❑ H. Topographic Survey • Project name, plan date, and/or revision date(s) • Name, phone number, and license stamp of preparer • North arrow and bar scale + Site area ■ Property lines, utilities, easements, sidewalks, street edges, existing structures, parking, and site improvements (i.e. drainage systems with pipe sizes, invert and rim elevations, etc) • Structures and driveways within 150 feet of subject site (on both sides of street) ■ Minimum two foot contours for slopes less than 20 percent and five foot contours for slopes 20 percent or greater; datum shall be King County Aerial Survey or NGVD-29 • Delineate slopes greater than 40 percent grade on or within 25 feet of the site • Delineate streams, ponds, wetlands, natural drainage courses, and other surface water features on or within 200 feet of the site per Federal Way City Code (FWCC) Chapter 22, Article XIV, "Critical Areas" • Identify significant trees defined by FWCC Section 22-1568 1. Site Plan • Project name, plan date, and/or revision date(s) • Name and phone number of owner/agent • Name, phone number, and license stamp of preparer • North arrow and bar scale ■ Vicinity map • Site area • Total parking stall count • Total gross floor area of all proposed floors or levels • Location and dimensions of existing/proposed structures, property lines, sidewalks, easements, parking layout, street edges, mechanical equipment, trash enclosures, outdoor uses, storage areas, fencing, rockeries, -and retaining walls • Existing streams, ponds, wetlands, natural drainage courses, and other surface water features on or within 200 feet of site per FWCC Chapter 22, Article XIV, "Critical Areas" ■ Location of significant trees as defined by FWCC Section 22-1568 ■ Existing and proposed utilities including: utility poles and boxes, water, storm sewer, sanitary sewer, and fire hydrants • Structures and driveways within 150 feet of subject site (on both sides of street) ■ IBC construction type and occupancy classification • Location and square footage calculations of any on -site pedestrian areas (i.e., plazas, cou ds) or open sace areas J. Preliminary Drainage, Grading, and Right -of -Way Plan • Project name, plan date, and/or revision date(s) ■ Name, phone number, and license stamp of preparer • North arrow and bar scale ■ Preliminary storm drainage system in accordance with the 1998 King County Surface Water Design Manual (KCSWDM) as amended by Federal Way • - Preliminary grading plan with finished contours; minimum two foot contours for slopes less than 20 percent and five foot contours for slopes 20 percent or greater; datum shall be King County Aerial Survey or NGVD-29 ■ Preliminary right-of-way improvement plan, as required by the Public Works Dept ■ Approximate cut & fill quantities of site earthwork • Total existing and proposed impervious surface area • Existing and proposed utilities including: utility poles and boxes, water_, storm sewer, sanitary sewer and fire hydrants Bulletin #001 —December 8, 2004 Page 2 of 4 k:/Handouts/Development Requirements Required Submitted K. Preliminary Landscape Plan ❑ • Project name, plan date, and/or revision date(s) Name, phone number, and license stamp of preparer ■ North arrow and bar scale • Specific location, type, size, and number of significant trees to remain and to be removed • Plant schedule with the scientific name, common name, size, spacing, and quantity of each • Specific location and square footage calculations of drought tolerant landscaping (document that a minimum 25 percent is provided per FWCC Section 22-1564[f]) • Irrigation plan for lawn areas • Specific location, square footage calculations, and total square footage of each parking lot landscape island per FWCC Section 22-1567(b)(1) ■ Screening of outdoor facilities such as: trash/recycling enclosures, outdoor storage, drive through facilities, stormwater facilities, and ground based mechanical equipment • Building wall area landscaping per FWCC Section 22-1564 ■ Specific location of street trees in the right-of-way / • Identify perimeter landscape type as I, Il, or III L. Building Elevations El lld/ Project name, plan date, and/or revision date(s) Name, phone number, and license stamp of preparer • Bar scale • Statement of architectural design intent, finish materials, and colors • Front, rear, and side (labeled as north, south, east, and west) building elevations of proposed structures • Exterior wall openings • Exterior materials and colors board • Garbage/recycling facility screen details • Roof -top and ground based mechanical equipment screen details • Building height calculation M. State Environmental Policy Act (SEPA) Checklist ❑ Eight copies of the completed, signed, and dated SEPA checklist • SEPA application fee - Required Submitted Special Studies and Additional Information Please provide four copies of the following: ❑ Level One Downstream storm drainage analysis as described in the KCSWDM as amended by Federal Way ❑ Preliminary technical information report addressing relevance of the 8 Core and 5 S ecial Re uirements of the KCSWDM ❑ Trip generation analysis ❑ Traffic impact analysis ❑ Parking study ❑ Noise study ❑ Lighting plan ❑ Geotechnical study Bulletin #001 — December 8, 2004 Page 3 of 4 k:/Handouts/Development Requirements Reauired Submitted ❑ ❑ Wetland delineation report ❑ ❑ _ Wetland mitigation plan ❑ ❑ Stream delineation and classification report Other information relating to design and siting of proposed development (including ❑ ❑ site cross sections ❑ ❑ Specific information to determine compliance with city goals, policies, and regulations Notice Requirements Process III— For applications that are located within, or are, 300 feet from properties zoned SE, RS, or RM, provide one set of self-addressed, stamped business sized envelopes (with City of Federal Way return address) of persons receiving property tax statements for all properties within 300 feet of the boundary of the subject property. Include a separate list of the addresses with their parcel numbers and an assessor's map showing the 300-foot bound Process IV— Provide two sets of self-addressed, stamped business sized envelopes ❑ ❑ (with City of Federal Way return address) of persons receiving property tax statements for all properties within 300 feet of the boundary of the subject property. Include a separate list of the addresses with their parcel numbers and an assessor's map showing the 300-foot boundary. SEPA — Provide one set of self-addressed, stamped business sized envelopes (with ❑ City of Federal Way return address) of persons receiving property tax statements for all properties within 300 feet of the boundary of the subject property. Include a separate list of the addresses with their parcel numbers and an assessor's map showing the 300-foot boundary. Gc� �-ze c�nnc 1Ju�Jr:er�.rr,-- ftpf Bulletin #001— December 8, 2004 Page 4 of 4 k:/Handouts/Development Requirements 4k CITY OF Federal Way (01-103407-00-SE/01-103406-004W ) QtS--10.Z,3" - k APPLICATION NO(S) ��-100A�8 � PC Project Name Progressive Service Center RF_C 0 -102 3 8 7 MAY 2 0 2005 CITY OF FEDERAL WAY MASTER LAND USE APP'WHIMT- DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8'" Avenue South PO Box 9718 Federal Way WA 98063-9718 253-835-2607;Fax 253-835-2609 www. citvo ffederalwg1com Date May 13, 2005 PropertyAddress/Location 34001 Pacific Highway South, Federal Way Parcel Nataber(s) Project Description PLEASE PRINT 20aTnn_g)5 The applicant proposes to construct a 13,500 sf insurance claim center with associated enclosed vehicle storage area for vehicle appraisal & outdoor area for vehicle storage and associated parking & landscaping. Type of Permit Required Annexation Binding Site Plan Boundary Line Adjustment _ Comp Plan/Rezone Land Surface Modification Lot Line Elimination Preapplication Conference _ Process I (Director—s Approval) Process Ii (Site Plan Review) X Process III (Project Approval) _ Process IV (Hearing Examiner's Decision) Process V (Quasi -Judicial Rezone) Process VI x SEPA w/Project SEPA Only Shoreline: Variance/Conditional Use Short Subdivision Subdivision Variance: Contmercial/Residential Required Information BP Toning Designation Comprehensivc Plan Designation Value of Existing Improvements Value of Proposed Improvements International Building Code (IBC): Occupancy Type Construction Type Bulletin #003 — August 18, 2004 Applicant Name: Todd Hamula c/o Zaremba Group LLC Address: 14600 Detroit Avenue, STE 15W City/State: Cleveland, OR Zip: 44107 Phone: (216) 221-6600 Fax: (216) 221-1031 Email: thamula@zareabagroup.com Signature: 01 Agent (if different than Applicant) Name: Don Hill c/o Triad Associates Address: 12112 115th Ave NE City/State: Kirkland, WA Zip: 98034 Phone: (800) 488-0756 Fax: (425) 821-3481 Email: dhill@tria corn SignaturW In.�j-k (IfZAW Owner Name: Federal Way A —Storage Place LL Address: 22017 SE Wax Road, #200 City/State: Maple Valley, WA Zip: 98083 Phone: (206) 890-6897 Fax: (425) 413-3860 Email: Page 1 yf I k:Wandouts\Master Land Use Application i RICHARD L. BOWEN + May 13, 2005 Mr. Isaac Conlen City of Federal Way Public Works 33325 8th Avenue S Federal Way, WA 98063 253.845,2700 cJo Mr. Don Hill Triad Associates 12.112 115th Avenue, NE Kirkland, WA 98034-6923 425.821.3481 (Toll Free) 800.488.0 56 �IECF ED M0 2 a 2005 CITY OF FEDERAL WAY BUILDING DEP I . RE: Proposed Progressive Claim Center Narrative and Architectural Design Intent 34001 Pacific Way— SR 99 & South 340th Street Permit No. 05-100848-00-00-PL RLB+A #f6256.15 Dear Mr. Conlen: ASSOC IATES INC. 05-102301 MAY Z 0 2005 Please accept this Statement: of Architectural Design Intent and Narrative Summary of Project Compliance and enclosed information for your review and approval. ARCHITECTURAL DESIGN INTENT It is our understanding that the proposed building will reside in a BP zoning district. The commercial building is a Progressive Insurance claim center where the customer will drop off damaged vehicles or rental cars on north side of the building canopy and pickup a rental car or repaired vehicle on the south side canopy area, with the business office space located behveen the canopies where the customer is oriented and paperwork prepared. The remainder of the building and site is devoted to the management of the customer's vehicle and rental car, along with inspection of the customer's vehicle before and after repair. No repair work is performed at this site. All repair work is arranged for offsite. The building was developed to have a recognizable corporate image for the Progressive customer. The building's color scheme is monochromatic, using light cool gray colors. The building has four-sided architecture which consists predominately of architectural masonry painted as indicated on the enclosed drawings. 2 1 6. 4 9 1. 9 3 0 0 F A x. 4 9 1. B 05 3 13000 SHAKER BLVD CLEVELAND, OHIO 44120 A R C H 1 1 E C T 5 € N G I N E E R s P L A N N E R 5 P.,6236\(°561:r-Sealtic South, %VA ;9 Bti i,l)uc',Lvtler rFederal Way Public wrb Conlen D i0313 $V.dL)i Mr. Isaac Conlen May 13, 2005 Page 2 The design has a simple base, middle, and top contemporary design. The building base consists of an 8"x8" smooth face score block, 2'-8" high with a medium gray color. The same type block and color is used as an accent band around the building at 10'-0" high, aligning with the top of clear glass and clear anodized aluminum store front openings. The middle part of the building is of a split -face type masonry the lightest gray color, with the top portion of the building using an 8"x8" scored -masonry of the same color. The drop-off and pick-up canopies are of a pre -finished metal canopy to match the building's color scheme. The entry feature's curved design element consists of a pre4inished flush metal panel, medium gray in color. The individually lit building sign letters are mounted, positioned and balanced to the drop off canopy side, orienting the customer to the building entrance. The sign is back lit white with black aluminum returns. The top metal cap is of a color to match the base feature color. The building has parapets to hide HVAC units. Building scuppers and lighting are positioned to provide a planned rhythm to the fagade. A pre - finished metal carport is provided at the side of the building in the secured area to provide protection to prepared cars to be staged for the pickup canopy. The secured car area is enclosed with a pre -finished white metal 8'-0" high picket security fence. Cantilevered sliding gates are provided for egress. The gates are open during business hours. Refer to enclosed plans. The recycling area will be enclosed with masonry to match the building. NARRATIVE SUMMARY FOR COMPLIANCE WITH APPLICABLE GUIDELINES FWCC 22-1634d: The building is oriented to Pacific Highway (SR-99). The development has been set back to accommodate entrance requirements from South 340th Street_ The front can,,ed fa4ade feature identifies the building entrance, as well as drop off canopies orienting the customers using the facility where to enter the building. 22-1635 Building Design: (a) General Criteria — (1) (2) The site is developed to provide optimal customer and operations circulation, and to orient the customer to the building's intended use_ (3) The building's secured parking area features an 8'-0" high metal picket fence and security site lighting, both to be white to match the building's color scheme. 22-1633 fb){1 I Fa .ade modification and Screen in : The curved entrance fagade element that faces Pacific Highway east is oriented to the building drop off area, and should be considered as a method of meeting the fagade modulation requirements. The facade that faces South 340th Street has a drop off canopy. The north facade of the building also projects beyond the canopy which provides some relief to the north fa4ade. The building's north facade has ground landscape to compliment the facade. The fence also assists in defining the site and break up the faSade. 22-1634 (c) Building Articulation and Scale (Ix2) a-h and 22-1636: Access is provide via a concrete walk from the pedestrian right-of-ways from Pacific Highway and South 340 Street. B O W E N i ASSOCIATES I N C. P:\621,W.625615-.5i,alde Smith, WA i! Bay!'�.rh�c�,lrUcrs\FtKlei al Wav Public wiks Conlen 050513 sy.dor. Mr. Isaac Conlen May 13, 2005 Page 3 Please consider the narrative provided for the Architectural Design Intent state above, in particular meeting the requirements of building articulation and scale, Items (d) (f) (g). I trust that with the above narrative and information provided, that the proposed building as presented meets with your approval_ Please call me at 216.377.3875 with any questions you may have. Sincerely, RICHARD L. BOW'EN + ASSOCIATES INC. d . � V At4 Michael F. Woods, RA Principal M FW/sy Enclosures cc: Todd Hamula, Zaremba (Ltr. via E-mail) Don Hill, Triad Associates ( Ltr, via E-mail) Scott Goff, Progressive (Ltr. via E-mail) BOWEN + ASSOCIATES I N C. P:,.625k)1,6-S615-Searle Soulh. WA (9 Ra�°1,Do(',Letierc:rerli�rII 1ngev Public: �Vrks Codlen 050513 sv.doc March 25, 2005 Todd Hamula Zaremba Group, LLC 14600 Detroit Avenue, Suite 1500 Cleveland, OH 44107 RE: Permit #05-100848-000-00-PC; PROGRESSIVE SERVICE CENTER 34001 Pacific Hwy South, Federal Way Dear Mr. Hamula: Thank you for participating in the preapplication conference with the City of Federal Way's Development Review Committee (DRC) held March 17, 2005. We hope that the information discussed at that meeting was helpful in understanding the general requirements for your project as submitted. This letter summarizes comments given to you at the meeting by the members of the DRC. The members who reviewed your project and provided comments include staff from the City's Planning and Building Divisions and Public Works Department, and representatives from Lakehaven Utility District and Federal Way Fire Department. Some sections of the Federal Way City Code (FWCC) and relevant information handouts are enclosed with this letter. Please be advised, this letter does not represent all applicable codes. In preparing your formal application, please refer to the complete FWCC and other relevant codes for all additional requirements that may apply to your project. The key contact for your project is Isaac Conlen, 253-835-2643, isaac.conlen@cityoffederalway.com. For specific technical questions about your project, please contact the appropriate DRC representative as listed below. Otherwise, any general questions about the preapplication and permitting process can be referred to your key contact. PROJECT DESCRIPTION - The applicant proposes to construc a 13,500 sq are -foot insurance claim center with associated enclosed vehicle storage area for vehicle appr -.an tdoor area for vehicle storage and associated parking and landscaping. MAJOR ISSUES Outlined below is a summary of the major issues of your project based on the plans and information submitted for preapplication review. These issues can change due to modifications and revisions in the plans. These major issues only represent comments that the DRC consider most significant to your project and do not include the majority of the comments provided. The major issues section is only provided as a means to highlight critical requirements or issues. Please be sure to read the entire department comments made in the next section of this letter. Mr. Hamula March 25, 2005 Page 8 8. When topographic survey information is shown on the plans, as may be required, the vertical datum block shall include the phrase "DATUM: N.G.V.D.-29" or "DATUM: K.C.A.S.," on all sheets where vertical elevations are called out. 9. All drawings shall be drafted/plotted on 24" x 36" or 22" x 34" mylar sheet with permanent black ink. Drawings submitted for plan review shall be printed on 24" x 36" or 22'.' x 34" paper. Site plans shall be drawn at a scale of 1" = 20', or larger. No architectural scales are permitted on engineering plans. 10. Provide cut and fill quantities on the clearing and grading plan. Erosion control measures, per Appendix D, 1998 KCSWDM, must be shown on the building set plans. 11. The site plan shall show the location of any existing and proposed utilities in the areas affected by construction. PUBLIC WORKS TRAFFIC DIVISION (Sarady Long, 253-835-2743, sarady.long@cityoffederalway.com) 16 The applicant's traffic engineer needs to submi*a trip generation study to determine the number of i trips enerated by the proposed development. At a minimum, the trip generation study shall include three dies for similar land use and regions and must be approved by Traffic Division. The ' J ethodology for determining the trip generation shall be based upon the guidelines established in the �" most recent Institute of Transportation Engineers (ITE) trip generation manual. 2. Per FWCC Section 22-1474, the applicant/owner would be expected to construct half -street improvements consistent with the planned roadway cross -sections as shown in Map III-6 of the FWCP and Capital Improvement Program (C1P) shown as Table I11-19. Based on the materials submitted, staff conducted a limited analysis to determine the required frontage improvements in meeting FWCC. Plans must also be reviewed and approved by the Washington State Department of Transportation (WSDOT). SR 99 is a Type A street, consisting of a 90-foot street with curb, gutter, six-foot planter strip with trees, eight -foot sidewalk, and street lights in a 124-foot right-of-way. The improvements shall be from street centerline. Assuming a symmetrical cross section, additional 12-foot of right-of-way (ROW) on SR 99 would need to be dedicated to the City. Per FWCC Section 22-1543, the minimum driveway/intersection spacing is 250 feet for Pacific Highway South (SR 99). The development does not meet this spacing requirement. Due to safety related issues, access to the site should be through an east -west street along the northerly property line. The street should be constructed to meet standard cross section R, which is a 40-foot street curb to curb, four -foot planter strip with street trees, six-foot sidewalks and street lights. The new street shall be aligned with the existing east leg of 160' Ave S/SR 99 intersection. 4. The existing signal at 16`h Ave S/SR 99 would need to be modified for proper operation and to accommodate the new west leg. Plans must also be reviewed and approved by the Washington State Department of Transportation (WSDOT). 5. Per FWCC Section 22-1477, the Public Works Director may modify, defer, or waive the above - required improvements after consideration of a written request for specific reasons outlined in that code section. 05-100848 Doc. I.D. 30695 CITY OF Federal June 13, 2005 CITY HALL 33325 8th Avenue South • PO Box 9718 Way Federal Way, WA 98063-9718 (253) 835-7000 www. cityoffederal wa y. com Todd Hamula Zaremba Group, LLC 14600 Detroit Avenue, Suite 1500 Cleveland, OH 44107 RE: Permit #05-102387-000-00-UP; PROGRESSIVE SERVICE CENTER 34001 Pacific Hwy South, Federal Way Dear Mr. Hamula: On May 20, 2005, the City of Federal Way's Department of Community Development Services received your Use Process III application and State Environmental Policy Act (SEPA) checklist for construction of a 13,500 square -foot auto insurance claim center and associated site improvements. Pursuant to the development application submittal requirements established in Federal Way City Code (FWCC) Sections 22-389 and 18-49, the City has 28 days to determine whether your application is complete. Complete Application Pursuant to FWCC, your application is deemed complete as of June 13, 2005, based on the submittal requirements for State Environmental Policy Act (SEPA) and Process III Project approval. A 120-day time -line for reviewing the project has started as of this date. The City has 120 days from the date that an application is deemed complete to take action on the application. As you are aware, the 120-day time -line may be stopped if the City determines that additional information is needed to meet the requirements of the FWCC. Having met the submittal requirements, pursuant to the FWCC, a Notice of Application will be published in the Federal Way Mirror within 14 days, and other public notice will be given based on City procedures. If you should have any questions regarding this letter or your development project, please feel free to contact me at 253-835-2643. Sincerely, GCrLCi Isaac Conlen Associate Planner c: Scott Sproul, Acting Assistant Building Official Kevin Peterson, Engineering Plans Reviewer Raid Tirhi, Senior Traffic Engineer Greg Brozek, Federal Way Fire Department Brian Asbury, Lakehaven Utility District 05-102387 Doe. I D. 31906 May 3, 2005 Kevin Peterson City of Federal Way 33325 8th Ave S PO Box 9718 TRLAD ASSOCIATES 121 12 1 15th Avenue NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.075E toll free Federal Way, WA 98053-9718 www,triadassoc.com RE: Permit #05-1.008-000-0.0-PC: PROGRESSIVE INSURANCE SERVICE CENTER Triad Job No. 05-077 Dear Kevin: I am writing on behalf of the Applicant (Progressive Insurance) to request relief from the requirement that the storm water quality facility be above -ground for the proposed Progressive Service Center at —34001 Pacific Highway South. There was a Pre -Application conference with the City of Federal Way on the proposed development at South 3401h Street and Pacific Highway South and the City issued a letter with comments from the various departments. One of the comments that came from your department stating that since the site is not within the area designated as City Center, the storm water quality facility must be designed as an above- ground facility. As we discussed on the telephone, we are requesting the City reconsider this requirement. The topography of the site drains everything to the west. Because of that, the above -ground facility would be located toward the West end of the site - between the west edge of the parking lot and the wetland buffer west of the site. With the current site plan there is insufficient room for a facility like a bioswale or wetpond or any kind of above -ground (i.e. open) facility outside the parking area in that location. The option of moving the site plan to the east as far as possible to give more room on the west end is not viable. The property is being developed as a Progressive Insurance Service Center where automobiles involved in claims will be brought for inspection and processing. Progressive Insurance has developed a very systematic procedure for this activity. The site plan is based on that system so consequently there is no room for modifications to the site plan itself. The driveway entrance orientation has to stay where it is in relationship to the drive-through/check-in areas on the north side of the building. Consequently, if there was any movement, the whole site plan would have to move, including the driveway entrance onto South 340"h Street. The Federal Way Development standards indicate that the driveway could be as close as 150 feet from the west right-of-way of Pacific Highway South. The current site plan shows the driveway actually 200 feet from the west right-of-way of Pacific Highway South. Initial comments from your traffic department indicate that the driveway should not be moved east anymore than currently shown to maximize the future cueing for east bound traffic on South 340" Street. Page 2 Kevin Peterson City of Federal Way Public Works May 3, 2005 I hope that I have explained the situation clearly. The bottom line is that we do not have the flexibility from either the City or the Applicant to make enough room on the west side of the site to build an above -ground facility. We understand that the Public Works Department has the flexibility to grant the below -ground facilities in cases where there is insufficient room to build above -ground facilities and therefore ask for your reply to confirm that the storm water quality facility is not required to be above- ground for the this project. If you need any more information or have any questions, please give me a call. Sincerely, TRIA SSOCIATES t William E. Steven E. Senior Project WES Enclosures cc: Todd Hamula, Zaremba Group/Progressive Insurance CITY OF Federal Way May 10, 2005 William. E. Stevens, P.E. Triad Associates 12112 115`h Avenue NE Kirkland, WA 98034-6923 Re: Permit #05-100848-000-00 PC; PROGRESSIVE SERVICE CENTER 34001 Pacific Highway S Dear Mr. Stevens, CITY HALL 33325 8th Avenue South • PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www. cityoffederalway com This letter is in response to your request to allow the on -site water quality facilities to be constructed below ground for the above -referenced project. Per City of Federal Way requirements, all Flow Control and Water Quality Facilities must be constructed above- ground, if the site is located outside the boundaries of the City Center. This requirement may be modified, provided the applicant makes a written request to the Public Works Department. It must also be shown that aboveground facilities are impractical, due to specific site constraints. As noted in your request letter, dated May 3, 2005, the topography of the site dictates the facilities would need to be located near the western portion of the site, adjacent to the wetland buffer, coinciding with the back of the site. You also cite the applicant's need for a particular site layout that allows for ease of access into the centers drive- through/check-in area, the City Code -based driveway separation requirements, and the City's Traffic division request to locate the entrance in such a way as too lessen the impact for future traffic queuing on S 3401h Street. Therefore, for the above -stated reason's, the requirement to construct the water quality facilities above -ground for this project are hereby modified to allow the use of underground facilities. This modification is approved for this proposal only. As this project has not yet been approved through the City's Land Use Process, any future proposals on this site that significantly differ from this project would be required to provide above -ground facilities, until such time another waiver is requested and approved. If you have any questions, please call me at (253) 835-2734. Sincerely, rd,�_ Kevin Peterson Engineering Plans Reviewer KPAI enclosure cc: Todd Hamula, Zaremba Group, LLC, 14600 Detroit Ave Suite 1500, Cleveland, OH 44107 Isaac Conlen, Associate Planner Project File/KP Day File Pcsdc%docs`save', 14207S 1 _09.doc Don Hill, Triad Associates Dan McKinney, Jr., Transpo Tasha Atchison, Transpo Todd Hamula, Progressive Re TfdtlS'n0 Grop ® July 20, 2005 ® OS 108.00 Progressive Service Center TIA - Response to Comments This memorandum provides the City of Federal Way responses to the comments received from Sarady Long dated July 7, 2005 regarding the Federal Way Progressive Service Center, TIA. Through discussions with Sarady Long, it was determined that a memorandum responding to the comments would be sufficient as none of the comments would result in any significant changes to the conclusion in the TIA. The original comments from the City are numbered below in italics followed by a response. Figure 4 — The existing PM Peak Hour volumes at SR 1611S 34811) Street is lower than the previous 2005 count. Staff bekeves this is due to the truck stop closures. Transpo would agree that the change in volumes from previous counts is due to the closure of the truck stop and the traffic associated with that use. 2. Cross street for intersection # 1 and #2 is not correct. Revise intersection # 1 to SR 99/ 1611) Ave S and intersection #2 to S 34411, St. / 1611) Ave S. Comment noted. 16th Avenue S is the correct street name for this roadway segment as SR 161 initiates south of S 348th Street. 3. Page 8 — The intersection of S 34411, St. / 1611, Ave S is not a `T" intersection. The text on page 8 is incorrect as you have noted; however, the intersection was evaluated correctly as a four -leg intersection. 4. Please verify and update transit service serving the site. Transit route 106 does not exist in Federal IVgy and router 949E may not serve the site. Transit route 106 and 949E were incorrectly listed in the report. The text should refer to transit route 196 and not 106 as this was a typo. Transit route 949E travels by the site but does not stop near or serve the site. The Transpo Group 11730118" Avenue N.E., Suite 600 Kirkland, WA 98034-7120 425.821.3665 Fax: 425.825.8434 The Tmnspo Group 3. SeaTac Mall has been changed to the Commons. Any reference to the mall should be referred to as the Commons. Comment noted. The former SeaTac Mall is currently known as SeaTac Commons. 6. Page 13 — Trip Generation. Please provide estimated numbers of full time employees at the site and hour of operation. There will be a maximum of 24 full time employees on -site at one time. The facility would operate 8:00 a.m. to 6:00 p.m. Monday through Saturday. 7. Please note, the Level of Service (LOS) anaysis should be as follow — (1) Existing condition, (2) 2006 Base Year + pipeline + funded TIP, and (3) 2006 Base Year with project + pipeline + funded TIP. If there is deficiency in (3), additional improvements should be identified. The Level of Service analysis was evaluated as described above and there were no deficiencies found and additional improvements are not needed. LOS Analysis — Peak hour factor (PHF) used in the LOS analysis is not correct. Please follow the established TIA Gmtddines Section V. (B). Any deviations from the guidelines would need approval from the City Traffic Engineer. The Transpo Group completed the LOS analysis using the overall PHF, which has very minor implications to the existing conditions analysis and represents little to no change in the results. The more critical future conditions analysis does follow the guidelines with the exception of the intersection of S 344th Street/16th Avenue S where Transpo used a 0.93 PHF vs. a 0.95 PHF. Transpo used the more conservative PHF and changing it to 0.95 would result in a result better than the reported LOS C. Changing the PHF for the locations that do not follow the guidelines would not result in any significant changes; therefore, the conclusions found in the report would remain the same. 9. Page 19 — The 2006 horitionyear anay.Zed one peak period, however the TIA indicated two peak hours. Please verify. One peak period was evaluated for the 2006 horizon year. The text of page 19 is incorrect and should refer to both scenarios (2006 Baseline and 2006 With Project) vs. both peak hours. The Transpo Group page 2 The ranspo 10. Page 20 — Parking. The Public Works Traffic Division does not review parking demand studies. Planning Department will review and provide technical comments on this issue. Traffic staff will be happy to provide assistance if needed but will not make the final decision. Based on my review, a parking study from the two sites in Texas should be provided as a comparison. The number of parking spaces is dictated by spaces needed for rental vehicles, customer parking, employee parking, vehicles awaiting repair and vehicles awaiting pick-up. The parking supply and design is based on the specific program for the proposed store as well as experience Progressive has with operating other similar facilities. The proposed site plan has 120 planned parking spaces of which approximately 24 spaces are reserved for employees, 18 spaces are reserved for rental vehicle staging, 12 spaces are reserved for customers, 30 spaces are reserved for vehicles awaiting repair and 30 are reserved for vehicles awaiting pick-up. The unsecured parking area is designed for customer parking, rental car staging and employee parking. The secured parking area is designed for vehicles awaiting repair, vehicles awaiting pick-up and occasional rental vehicles kept overnight for early morning pickups. The 120 stall supply provides approximately 8 spaces per 1,000 sf of building and will adequately accommodate the collective parking needs of the facility. 11. Page 21 — Milrgrttion measurer. Staff conczrrs with the TIA proposal to mod the signal at SB 991161h Ave S and construct the west leg of this intersection to allow access. The signal must be constructed to all applicable standards and must be approved by the city. Please note, additional improvements may be needed and will be addressed during the signal design. Comment noted. The Transpo Group and Triad are currently working with the City and Washington State Department of Transportation (WSDOT) on the design of the traffic signal. 12. Page 21 — Mitigation Measures. Staff concurs with the pro-rata share cakulation. Based on the total 27 new PM Peak Hour Trip of which 23 trips will impact the S 34811, St./SA 161 TIP project, the applicant's fair share contribution is $ 15,600. Comment noted. Please feel free to call if you have any additional questions or concerns. The Transpo Group page 3 Pagel of 2 Andy Bergsagel - Fwd: RE: Progressive Ins. Center From: Kevin Peterson To:_,Apdy Bergsagel; William Appleton Date: 318/200 :02 AM Subject: w E: Progressive Ins. Center Looks like Progressive is dead. >>> "Todd Hamula" <THamula@zarembagroup.com> 3/7/2007 9:11 PM >>> Kevin, and Sierra was Unfortunately, Progressive has decided in one of our bidd go Torwar wi t project at this time....`' The reason we decided not to construct the site last year was due to the construction season getting short and not being able to stabilize the site in time for the rainy season. We had hoped to receive favorable costs based on the time of year we were bidding the project compared to last year, however this has not been the case. The reason I asked Dave Fleck to give you a call was to memorialize that the building and engineering plans have in essence been approved, however permits cannot be issued with out certain items being put in place as you have laid out in your email below. I am not certain if Progressive is going to build out this site as approved. Please let me know if you have any questions. Todd Hamula From: Kevin Peterson [mailto:Kevin.Peterson@cityoffederalway.com] Sent: Wednesday, March 07, 2007 4:42 PM To: Todd Hamula Subject: Progressive Ins. Center Hi Todd, had a call from David Fleck from Richard Bowen Architects, inquiring on the status of the Progressive Building Permit. As far as I can tell, we (the city) are waiting for the following: Planning Dep't (Andy Bergsagel) - A Wetland Restoration Bond Public Works Dep't (me) : The Performance/Maintenance Bond for the streets, parking lot, and storm drainage improvements. The Statutory Warranty Deed returned, for the dedication of right of way along Pacific Highway South and S 340th St. I think once these items are in place, we can issue the permit. Building and Fire Department file:HC:\Documents and Settings\default\Local Settings\Temp\GW}00001.HTM 4/18/2007 Page 2 of 2 have approved. One question I have in regard to the Performance/Maintenance Bond - Originally the bond was being executed by Sierra Construction. However, as I recall in some previous conversations, you were thinking that maybe with the time that has elapsed, that the project may be going out for bid again, and potentially Sierra could be out. Can you tell me if Sierra will be the contractor? If so, no problem with the bond. If not, then we'll need to re -do the bond. In either case, our bonding requirements have changed significantly in recent weeks, meaning we can re -calculate (reduce) the bond amount, for whoever picks up the bond. Thanks for any update you can provide. Kevin Peterson City of Federal Way Engineering Plans Reviewer 33325 8th Ave S P.O. Box 9718 Federal Way, WA 98063-9718 Ph. (253) 835-2734 Fax (253) 835-2709 kevi n. peterson @citvoffede ralway. com ************************************************************************ The information contained in this e-mail transmission is intended solely for the addressee and may be privileged or confidential. Therefore, any dissemination, distribution, or copying of this communication is strictly prohibited. If you are not the intended recipient and have received this e-mail in error, please notify the sender by e-mail reply. Thank you. file://C:\Documents and Settings\default\Local Sett1ngs\Temp\GW}00001.HTM 4/18/2007 Isaac Conlen - RE: FW: Bond Informatio?-405477 Progressive - wetland buffer❑bond , + _ w Pale From: Ronald M Wells<Ronald_M_Wells@Progressive.com> To: "Isaac Conlen" <Isaac.Conlen@cityoffederalway.com> Date: 6/21/2006 6:13:22 AM Subject: RE: FW: Bond Information (05077 Progressive -wetland buffer bond) Mr. Conlen: Thank you for your quick response on this. I revise paragraph 5 slightly to clarify that we get notice and a 10 day period to cure the default before the City can draw on the bond. If this change is acceptable, please let me know and I'll get this document executed right away. Also, Todd Hamula is on vacation this week, but by copy of this email, I will ask Nick Nykulak to contact you and provide whatever additional information you need to complete the bond form. I will be in the office all day today, so if you need any information from me, please don't hesitate to contact me. R. Mark Wells Corporate Law Department 6300 Wilson Mills Road, N72- Mayfield Village, Ohio 44143 Phone: (440) 395-3774 Fax (440) 395-3791 (See attached file: Bond Agreement.doc) "Isaac Conlen" <Isaac.Conlen@cit yoffederalway.com To > <Ronald_M_WelIs@Progressive.corn >, <THamula@zarembagroup.com> 06/20/2006 07:09 cc PM <Scott_Goff@Progressive.com>, <NNykulak@zarembagroup.com> Subject RE: FW: Bond Information (05077 Progressive - wetland buffer bond) Mr. Wells, I've modified the two sections we discussed and run it by the city attorney's office (see attached document w/ strikethrough/underline). Isaac Conlen - RE: FW Bond lnforrnatic(05077 Progressive - wetlandbufferbond) From: Isaac Conlen To: Nick Nykulak; Ronald M Wells Date: 6/21 /2006 11:52:04 AM Subject: RE: FW: Bond Information (05077 Progressive - wetlandbufferbond) Gentlemen, The language looks fine. The additional information I referenced earlier is simply the blanks in the bond form and exhibits (Name of Surety, name, address and title of corporate officer signing for Progressive, legal description, etc.). Most of this is hi -lighted in yellow in the draft. At this point it looks like you can go ahead and fill those in and then obtain the signatures and return the completed document with a check for the amount of the cash deposit ($623.00). 1 believe we also need proof of authority to sign for the applicant or principal and power of attorney for the surety. Once we receive these items there'll be some internal review and then signatures added. We will then record Exhibit D, which reminds me we'll need another check in the amount of $35 (made out to the city) for recording fees. think that's it. Let me know if you have any questions. (253) 835-2643. Isaac >>> "Nick Nykulak" <NNykulak@zarembagroup.com> 6/21/2006 10:06 AM >>> Isaac, Thank you. Is the revised bond language that Ronald Wells sent to you this morning acceptable? If so, I'll forward it to the GC to send to his bonding company. Regards, Nick Nykulak Senior Project Manager Zaremba Group, LLC 14600 Detroit Ave., Suite 1500 Cleveland, Ohio 44107 Office: (216) 221-6600, Ext. 177 Fax: (216) 221-0105 nnvkulak _zarembanroup.com -----Original Message ----- From: Isaac Conlen (mailto:Isaac. Con len@_cityoffederalway.com Sent: Wednesday, June 21, 2006 1:05 PM To: Nick Nykulak Cc: Todd Hamula Subject: RE: FW: Bond Information (05077 Progressive - wetlandbufferbond) Hi Nick. Just to be clear, we're dealing with two separate bonds. One is for general site improvements, which Kevin is handeling. The second is for wetland buffer intrusion mitigation. This is the draft I sent out yesterday. CITY OF CITY HALL 33325 8th Avenue uth ILE ` Federal Way Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www.cityoffederalway.com June 5, 2006 Todd Hamula Zaremba Group, LLC 14600 Detroit Avenue Lakewood, OH 44107 RE: File No. 06-100722-CO; PROGRESSIVE SERVICE CENTER 34001 Pacific Hwy South, Federal Way Dear Mr. Hamula: This letter is written in response to your request regarding explanation of the City's position with regard to an existing billboard located on the above -referenced property. The billboard is located in the northeast corner of the subject site. As you are aware, Progressive Insurance Company is currently pursuing permits to construct an insurance claim center on the subject site. The location of the billboard conflicts with the approved site plan for the above -referenced project. The billboard is located in an area that will be improved as public right-of-way as a component of this project. The project can not be completed, as designed and approved, unless the billboard is removed. The City will not authorize approval of plans showing the billboard in this location, and will not authorize occupancy of buildings and final approval until the billboard has been removed and required improvements have been installed in its place. I hope this letter is responsive to your concerns. Do not hesitate to contact me if you have any questions. I can be reached at 253-835-2643. Sincerely, ' Isaac Conlen Senior Planner 06-100722 Doc. I.D. 36642 0! -o}} #6256.15 - Seattle (South), WA nrr es 'i7� RECEIVE® -0L /) _ Z Z Federal Way PERMIT \�/ COMMUNITY DEVELOPMEM's�il� 5 2��6 SF MF CD E EL PL DE EN FP 3332FEMML WAY. WA 063 If. APPLICATION FEt1ERAL IVAY, WA 980&?-9718 253-835-2�$p1'1, 7OF F E Q E F; � ORYL T'' ILDING DEPT. The is r aired ir{formation - an incpm (eLe a Iication wii( not be acce ted. Please rint Legibly (in ink) or type. PROPERTY• • SITE ADDRESS 34001 Pacific Way — SR 99 & South 340th St. — Seattle South, WA SUITE/UNIT # _ ASSESSOR'S TAR/PARCEL # 2 D � O - S �• LOT SIZE (sj) 360, 36q5F LEGAL DESCRIPTION (e.g. Acme Estates, Lot 1) SCE ArjAGHE� (Attach separate page for lengthy le9al descripttoN PROJECT1INFORMATION TYPE OF PERMIT % BUILDING ❑ PLUMBING ❑ MECHANICAL ❑ DEMOLITION ❑ ELECTRICAL ❑ ENGINEERING ❑ FIRE PREVENTION SYSTEM PROJECT DESCRIPTION (Provide detailed description of work included on.thhS nermif orlil New commercial use building. Business use and S2 storage use. Inspection bay area. No repair work is performed at facili ty. Exterior drop-off andpick-up canopies and carport are non-combustible, self-supporting and non-sprinklered, per NFPA-13 Section 8.14.7.2 and A8.14.7.2. PROJECT NAME (Name of Business or Owner Last Name) -ire-�iy PEOPLE1 • • PROPERTY NAME PRIMARY PHONE OWNER Progressive Insurance COmpan ( 440) 603 7000 MAILING ADDRESS CITY, STATE, ZIP 5920 Landerbrook Drive Mayfield Heights, OH 44124 CONTRACTOR APPLICANT COM PAW NAME APPLICANTNAME OMCE PHONE, TBD MAILINGADDRESS CITY. STATE. ZIP CELL PHIONE ( CrrY OFFEDERAL WAY BUSINESS LICENSE NUMBER F-'CnRATTON DATE FAX NUMBER B L CONTiL9CT-ORS REOISTRAnON NUMBER (copy of crud regnlred with cash •PPUCROOM F xnIRATION DATE COMPANY NAME APPLICANT NAME OFFICE PHONE Richard L. Bowen + Associates Inc. 13000 Shaker Boulevard (216) 491 - 9300 MAILING ADDRESS CITY. STATE. ZIP CELL PHONE 13000 Shaker Boulevard Cleveland, OH 44120 ( 216 ) 403 2834 RELATIONSHIP TO PROJECT FAX NUMBER Architect ❑ Tenant ❑ Agent ❑ Other (0eSCrihCj ( ) - ------------ CONTACT NAME PRIMARY PRONE E-MAIL ADDRESS Michael F. Woods ( 216) 377 - 3857 mwoods@rlba.com LENDER Per RCW 19.27.095: Lender irtformation is NAME required 4fproject v4lue exceeds $5,000 There is no lender. MAILING ADDRESS CITY. STATE. ZIP PHO,N'E DETAILED 1 • • EXISTING USE N/A _ PROPOSED USE _Office - Business EXISTING ASSESSED/APPRAISED VALUE $_ VALUE OF PROPOSED WORK $ 1,500,0— - SPRINKLERED BUILDING? AYES ❑ NO FIRE SUPPRESSION SYSTEM PROPOSED/REQUIRED? AYES ❑ NO WATER SERVICE PROVIDER X LAKEHAVEN ❑ HIGHLINE ❑ TACOMA ❑ PRIVATE (WELL) SEWER SERVICE PROVIDER LAuEHAVEN 0 HIGHLINE ❑ PRIVATE (SEPTIC) �T �„A�SSOCIATES ow"" Donald J. Hill, PE Principal PLANNINI:' RESUBMITTFn COMMUNITY DEVELOPMENT SERVICES zm� 33325 8THAVENUE SOUTH • PO BOX 9718 APR I g2006 FEDERAL WAY, WA 98063-9718 53-895 2607 FAX 253-835 26 9 al Way C1 Y OF FEDERAL WAY www.dtyo-ffgderalwa!i.com BUILDING ❑EPT, RESUBMITTAL INFORMATION fs completed form MUST accompany all resubmittals. Additional orrevised plans or documents for an active project w111notbe accepted unless 12112 11 Sth Avenue NE y this completed form. Mailed resubmittals that do. not. include this form or that do not Kirkland, WA 98034 ectnumberof copies willbereturnedordiscarded. You are encouragedtosubmitallitems 425.821.8448 o contact the Customer Service Counter priorto submitting ifyou are not sure'aboutthe 425 821.3481 fax s required. ** 800.488 0756 toll free r dhill®triadassoc.com ing Number: - I fl C� I J, - �J C� NcCj Project Name: r-i-o _4ge.zr� t vc� r �,�� �,~�s�1 CIS � V,r, C"p-M-er Project Address: _ 3t-k;�o t - r✓ 41,:�s,, 5o,tA—V-% Project Contact: '�"'' �' kVTVr &A ►4-3.sc,-Phone: i3 uV - 4 ` - 0t7S lv Resubmitted Items: # of Copies ** Detailed Description of Item K ri 6 v t r1 t �' r �aLy it D �[ Lti l 14 5�,,ee IS - 3 S- I Ve r- Tri bu r LA "" Submit the same number of copies as required foryour initial application.'" Resubmittal requested by. k� ►�, �E k�� L>.� Letter Dated: Man etn er 91 Bulletin # 129 — August 24, 2004 Page 1 of 1 , k:\Handouts — Revised\Resubmittal Inform ation V May 8, 2006 Isaac Conlen City of Federal Way 33325 8th Ave S PO Box 9718 Federal Way, WA 98063-9718 RE: Progressive Insurance Claims Center Permit #06-100722-00-CO 34001 Pacific Hwy South Triad Job No. 05-077 Dear Isaac: ASSOCIATES 121 12 115th Avenue NE Kirkland, WA 98034-6923 425, 821.8448 425 821.3481 fax 800.488.0756 toll free mvw.triadassoccom I am writing on behalf the Applicant Representative (Todd Hamula, Zaremba Group, 216-221- 6600) and the project architect (Mike Woods, Richard L. Bowen & Associates, 216-377-3857) to respond to Planning Division review comments in your conformance review letter dated 2/28/06 (copy enclosed) to Richard L. Bowen & Associates. I have enclosed the following: • Conformance Review letter dated 2/28/06 by Isaac Conlen, City Planning (1 copy, 2 pages) • Wetland Buffer Restoration Plan report with Bond Quantity Worksheet for Sensitive Area Mitigation dated 10/29/01 by AESI (1 copy, 10 pages) • Sheet C3 of 14, Triad civil plan dated 4/17/06 (1 reduced copy, 1 page) ■ Sheet L1 of 5 Triad landscape plans dated 4/17/06 (1 reduced copy, 1 page) I provide responses in accordance with your review comments as follows: 1) Prior to issuance of the building permit, the Applicant will submit a performance bond for the wetland buffer mitigation plantings and monitoring associated with utility intrusions approved under permit 01-103406-UP in July 2002... The Applicant will arrange for the establishment of the wetland buffer mitigation plantings and monitoring bond (Buffer Bond). As you point out, the cost estimate for wetland buffer mitigation plantings has been established as $3,628.80. The monitoring component is $6,000 as provided (and highlighted) on page 4 of the enclosed Bond Quantity Worksheet for Sensitive Area Mitigation enclosed with the AESI Wetland Buffer Restoration Plan report dated 10129101 (copy enclosed). Recall that the Bond Quantity Worksheet for Sensitive Area Mitigation was prepared by Peter Super of AESI as part of the original Process III permit 01-103406-UP approved in July 2002. The total estimated cost is therefore $3,628.80 + $6,000.00 = $9,628.80. Therefore, per your letter the Buffer Bond amount is $9,628.80 * 1.2 = $11,554.56. Per your letter, please prepare the Buffer Bond agreement for signature by the City and the Applicant/ Owner. Note that the Applicant plans to arrange for the general contractor (who is about to be selected) to post the bond. Per your letter, the Applicant (or Contractor) will submit the Buffer Bond along with a cash deposit totaling 5% of the bond amount (I.e. $11,554.56 * 0.05 = $577.73) to cover administrative costs if it is necessary for the City to perform the required work Finally, the firm that will be performing the wetland buffer planting monitoring is to be determined and the firm name & contact will be forwarded to you upon selection. Page 2 Isaac Conlen City of Federal Way May 8, 2006 2) Sheet 3 of the civil plans must be modified... Sheet C3 of 14 our civil plans has been modified to provide silt fencing in the area of the two wetland buffer intrusions per your request and as also requested by the City Public Works reviewer, Kevin Peterson. This revised sheet (dated 4117106) was provided in the recent re -submittal to Kevin and a reduced copy is enclosed for your reference. 3) The proposed location of the sanitary sewer connection does not appear to be consistent with the approved location... Sheet LI of 5 of our landscape plans (along with other affected civil sheets including the above referenced and enclosed Sheet C3 of 14) has been modified to show the proposed side sewer location to coincide with the previously approved location under permit 01-103406-UP. This revised sheet (dated 4117106) was provided in the recent re - submittal to the City Public Works reviewer, Kevin Peterson and a reduced copy highlighting the corrected side sewer alignment is enclosed for your reference. We have addressed your comments and request your approval so that the building permit can be issued. If you have any other comments please do not hesitate to contact me, the Applicant or the Architect. Sincerely, TRIAD ASSOCIATES Donald J. Hill Project Principal cc: Todd Hamula, Zaremba Group (Applicant Representative) Mike Woods, Richard L. Bowen & Associates (Project Architect) Enclosures 1�kCITY OF Federal Way February 28, 2006 Richard L. Bowen & Associates, Inc. 13000 Shaker Blvd Cleveland, OH 44120 10FJZ 0 RICHAPI0 L COWER & AS5OC. RE: Permit #06-100722-00-CO; PROGRESSIVE SFRVICE CENTER 34001 Pacific Hwy South, Federal Way Dear Mr. Bowen: CITY HALL 33325 8th Avenue South Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www 0yoffederafway. com I sc Iota, a , The Planning Division has reviewed the above -referenced building permit application received February 15, 2006. The site plan, landscaping plan, and building elevations are in conformance with the Process III land use decision issued in December of last year, and are approved (for the Planning Division component of review). We have identified three issues, however, that require attention. Prior to issuance of the building permit, the applicant must submit a performance bond for the wetland mitigation plantings and monitoring associated with utility intrusions, approved under Permit 01-103406-UP in July of 2002. Don Hill of Triad Associates has previously prepared a cost estimate for the mitigation plantings in the amount of S3,628.80. An estimate for the monitoring component of the project has not been subntted. The performance bond is required to be 120% of the total cost estimate of planting and monitoring. Please submit a cost estimate for monitoring per the approved plan (enclosed). We will then produce a bond agreement to be signed by the City and applicant/owner. Once this agreement is in place, the applicant will submit the bond along with a cash deposit totaling 5% of the bond amount to cover administrative costs if it is necessary for the City to perform the required work. Please also identify the firm that will conduct the monitoring. 2. Sheet 3 of the civil plan set must be modified to provide silt fencing in the area of the wetland buffer intrusions, adequate to prevent material from entering other portions of the buffer or wetland. Please coordinate with Triad Associates to modify this sheet and re -submit. The proposed location of the sanitary sewer connection does not appear to be consistent with the approved location. Sheet 3 of the water and sanitary sewer plan set (prepared by Triad Associates) shows the connection further north than approved. This is inconsistent with the previous approval under pern7it 01- 103406-UP and the wetland mitigation plan and other plans submitted. Please explain. Please contact me if you have any questions. I can be reached at 253-835-2643, or by email at isaae.conlen a cityoffederalway.com. Sincerely Isaac Conlen Associate Planner enc: Wetland Mitigation Plan c: Scott Sproul, Acting Assistant Building Official .rr..w aur.w w.wf�P+rrrw a5.0 ww+� r.rr M M r. wa.+rr nYY 0.V .rvrw lw w n.wr. 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[�1L YI.d,SFALLt 1@rb•apr.trwl Y N�YvrdorCre,y COYIYrOfMLT bY�r• YtM n.r. roYnr ✓.+R ro.r MYaY a.rw wrrww YrvV.a T��+•F mNua r••>+Rr•w, rr.rM .+L .✓r O'�wWvarrYwx4urnYwriY�+•+rty.r� �r ��•,• M1tAr� •r�4 �+�1.>nrwrMlJnotiv.V r/Iq FtrrawYr,✓Z ra4.lrf,T 4 rw� 4 M1 .NCL rpn gndel.ID:iT. • o....•ry L..I h r.nW J ,m o.dr d � d np.n..+y *. ��dnr�d4.nvdCnn PY drd.d Wwpvbr..rv...dearm. q,""_ en h, yyd.r Auoclatbd Earth Scl—cut, Inc. RESTORATION GOALS, PLANT INSTALLATION GUIDELINES, M0WrrORINP3Ria WVl W, AND P SWORIUWOM44ST G SHEEf2 c� WETLAND BUFFER RESTORATION PLAN _— ® L SITE FEDERAL WAY, S U-HAIINGTON DATE tarot I M X 1-u Associated Earth Sciences, Inc. October 29, 2001 Project No. KBO1111A Mr. Art Peterson Contract Associate Planner Madrona Planning and Development Services Subject: Wetland Buffer Restoration Plan, U-Haul Site 34001 Pacific Highway South Federal Way, Washington Dear Mr. Peterson: INTRODUCTION In January 2001, U-Haul International (U-Haul) retained Associated Earth Sciences, Inc. (AESI) to prepare a restoration plan for temporary wetland buffer impacts proposed to occur on an 8.27- acre parcel (hereafter referred to as the "project site") located at 34001 Pacific Highway South in Federal Way, Washington. U-Haul is proposing to develop upland areas of the project site as a mini -storage facility and truck rental center. To facilitate connection of proposed on -site sanitary and stormwater sewer facilities to existing infrastructure, new sanitary and stormwater sewer facilities (i.e., pipes, catchbasins, stormwater outfall structure, etc.) will be constructed within the 'designated 100-foot standard wetland buffer of the on -site Category II wetland (collectively referred to as the Kitts Comer Regional Detention Facility). On -site aquatic resource locations and classifications were previously documented by AESI in Wetland Delineation and Stream Identification Report, U-Haul Site, Federal Way, Washington'. Aquatic resource classification and buffer criteria applicable to the project site are based on the policies contained within Chapter 22, Article XIV (Environmentally Sensitive Areas) of the Federal Way City Code (FWCC). The attached wetland buffer restoration proposal has criteria established under Chapter 22-1359(f) requirements. been prepared in general conformance with the if the FWCC for wetland buffer modification 1 Associated Earth Sciences, Inc. 2001. Wetland delineation and stream identification survey, U-Haul site, Federal Way, Washington. Prepared for U-Haul International. August 24, 2001. Corporate Office • 911 Fifth Avenue, Suite 100 • Kirkland, WA 98033 • Phone 425 827-7701 • Fax 425 827-5424 West Sound Office • 179 Madrone Lane North - Bainbridge Island, WA 98110 • Phone 206 780-9370 • Fax 206 780-9438 PROJECT -RELATED ACTIONS Approximately 10,080 square feet (0.23 acre) of the Kitts Corner Regional Detention Facility's designated 100-foot standard wetland buffer will be temporarily disturbed as a .result of the following on -site development activities: • Construction and installation of approximately 90 lineal feet (if) of 8-inch polyvinyl chloride (PVC) sewer main and associated appurtenances to connect on -site facilities to existing sanitary sewer infrastructure; and Construction of approximately 3701f of storm sewer and associated appurtenances to convey both on- and off -site stormwatet to the Kitts Corner Regional Detention Facility. To facilitate safe and efficient construction of the proposed sanitary and stormwater sewer facilities, 30-foot temporary construction corridors will be required within the designated standard wetland buffer to provide access and areas for temporary stockpiling of materials (i.e., trench excavation and- backfill, piping, etc.) during construction. The construction corridors will be centered over the location of the proposed sanitary and stormwater sewer facilities. Equipment used to install the proposed facilities may include backhoes, trackhoes, and/or similar. and normal construction equipment. As the 'proposed sanitary and stormwater sewer facilities will be constructed of sound materials and regularly maintained during subsequent operation, the proposed sanitary and -stormwater sewer facilities will not impact the designated standard wetland buffer during operation. On -site wetland buffer habitat has been highly modified by historic on -site fill and grading activities and currently cbnsists of a compacted gravel access road located immediately adjacent to the Kitts Corner Regional Detention Facility, a constructed slope within the central portion of the wetland buffer, and a flat plateau within the eastern portion of the'wetland buffer. The compacted gravel road provides maintenance access to the Kitts Corner Regional Detention Facility. Wetland buffer habitat to be impacted by project -related actions currently supports grass communities typical of hydroseeded upland constructed slopes (i.e., Agrostis spp., Poa spp. Festuca spp., etc.) and dense to. sparse Stands of Scotch broom (Cytisus scoparius) within the topographically flatter portions of the standard wetland.buffer. Upon installation of the proposed sanitary and stormwater sewer facilities, pre -construction grades and contours will be restored and alL disturbed areas will be hydroseeded to stabilize exposed soils. In addition, native shrub species will be established within the wetland buffer, area currently - supporting non-native shrubs as detailed on the attached Wetland Buffer Restoration Plan. As the constructed sloped areas of the wetland buffer currently support grass communities, restoration within these areas will be limited to replacement of disturbed vegetation in -kind through hydroseeding only. The existing gravel road immediately adjacent to the Kitts Corner Regional Detention Facility will be replaced in -kind with compacted gravel. 2 91 REGULATORY REQUIREMENTS Under FWCC; installation of essential public facilities, public utilities, and other public . improvement(s) may occur within wetland buffers pursuant to FWCC Chapter 22-1359(c) if such improvements) -"traverse the buffer because no feasible alternative location exists based on an analysis of technology and system efficiency." The location of the proposed sanitary and stormwater collection and conveyance facilities allows for the following: 1) cost-effective integration of the proposed on -site utilities into the existing utility infrastructure; 2) maximum system -efficiency and reliability through the use of gravity -operated facilities; and 3) a minimization of long-term maintenance requirements by eliminating mechanical. conveyance facilities (i.e., lift stations, etc.). In addition, as disturbance within the designated 100-foot wetland buffer of the Kitts Corner Regional Detention Facility will be limited to the minimum required for safe and efficient construction, temporary impacts to existing wetland buffer habitat are minimized. As required by FWCC 22-1359(f), the proposed temporary wetland buffer modifications will incorporate the following mitigation measures to protect wetland and wetland buffer functions and values: • The proposed on -site stormwater facilities are in conformance with City of Federal Way stormwater detention and water quality requirements to prevent water quality impacts to receiving waters. • Minimum width construction corridors and appropriate temporary erosion and sedimentation control (TESC) measures will be implemented during installation of the proposed utilities to minimize erosion and sedimentation impacts to receiving waters. • Upon installation of the proposed facilities, all areas of disturbed wetland buffer will be'stabilized through the application of appropriate hydroseed mixtures and the establishment of native woody shrub species. • The proposed wetland buffer impacts are limited to temporary impacts within the project site, thus the proposed impacts will not be detrimental to any other property in the areas of the subject property nor to the city of Federal -Way as a whole, including loss of open space. Conveyance of off -site stormwater through the project site maintains operation of existing State Route 99 stormwater control facilities. RIVING"WoM Approximately 10,080 square feet (0.23 acre) of the designated 100-foot standard wetland buffer associated with the Kitts Corner Regional Detention Facility will be disturbed as a result of proposed, on -site development activities. The attached Wetland Buffer Restoration Plan addresses wetland .buffer restoration requirements, as- detailed in FWCC, Chapter 22, Article XIV. In 3 addition, a Bond Quantity Worksheet for Sensitive Areas Mitigation2 is attached to provide a cost estimate for the wetland buffer restoration. Please contact Judith Light or myself if you have questions or comments regarding this proposal. Sincerely, ASSOCIATED EARTH SCIENCES, INC. Kirkland, Washington t Peter P. Yper Staff B" ogistlWetlands Attachments: Wetland Buffer ,Restoration Plan, "Federal Way U-Haul Site, Federal Way, Washington Bond Quantity Worksheet for Sensitive Areas Mitigation cc: Don Hill, Project Manager, Triad Associates Parul Butala, U-Haul International PPS/af KBO1111A3 PROJECTS\2001111\MWP — W2K 2 King County. Undated. Bond quantity worksheet for sensitive areas mitigation. Department of Development and Environmental Services. , 4 King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98055.1219 Date: . Bond Quantity Worksheet for Sensitive Area Mitigations 9/2001 WA Contact Name: Address: Phone No.: ' PLANT MATERIALS: Plant Material prices include labor, installation, contractors' markup and sales tax, but don't include defivery. (128 % of wholesale plant price plus 'planting" from page 5.) TREES Scientific Name Common Name Unit Price Qty Unit Price Unit Price 1QtY I J.lnit Price I Unit Price Qty Unit Price Unit Price Qty Total 4" pot 1 allon 1 allon 2 allon 2 Ilon 5 allon 5 allon _ Cost Abies grandis` grand fir Acer macrophyllum big leaf maple $ 3.52 $ 13.54 $ 7.04 $ 23.51 $ 15.36 $ 44.74 $ - Alnus rubra Red alder $ 3.20 $ 13:22 $ - Arbutus menziesii Pacific madrone $ 4.48 $ 1450 $ Betula papyrifera paper birch $ 3.20 $ 13.22 $ - Fraxinus latifolia Oregon ash $ 3.20 S 13.22 $ 7.04 $ 23.51 $ - Picea sitchensis' Sitka spruce $ 3.52 $ 13.54 $ 7.68 $ 24.15 $ Pinus contorta' Shore pine $ 3.52 $ 13.54 $ 7.68 $ 24.15 $ - Pinus monticola` Western white pine $ 3.52 $ 13.54 $ 7.68 $ 24.15 $ - Populus tremuloides quaking aspen $ 7.68 $ 24.15 $ - Populus trichocarpa black cottonwood $ 3.52 $ 13.54 $ 7.04 $ 23.51 $ - Prunus emarginata bitter cherry $ 3.52 $ 13.54 $ Pseudotsuga menziesii' Douglas fir $ 3.52 $ 13.54 $ 7.04 $ 23.51 $ 15.36 $ 44.74 $ Taxus brevifolia• Pacific yew $ - Thuiaplicata• western red cedar $ 3.52 $ 13.54 $ 7.04 $ 23.51 $ 15.36 $ 44.74 $ - Tsuga heterophylla' western hemlock $ 3.52 $ 13.54 $ 7.35 $ 23.82 $ 15.36 $ 44.74 $ All plant prices are from Fourth Corner Nurseries, Sound Native Plants, Storm Lake Growers, and Wabash Natives (containers); and Abundant Life and Frosty Hollow (seeds). iii-.;�-w !.?f';t�: NMI's'-.tlr t •'.?•``.;•:;R • :;:#> Acer circinatum vine maple $ 3.52 $ 13.54 $ 7.04 $ 23.51 $ 14.08 $ - Amelanchier alnifolia serviceberry $ 3.52 $ 13.54 S 7.35 $ 23.82 $ - Berberisaquifolium tall Oregon grape 97 $ 3.52 $ 13.54 $ 7.68 $ 24.15 $ 341.44 Berberis nervosa short Oregon grape $ 3.84 $ 13.86 $ - Cornus stolonifera red -osier dogwood $ 3.20 $' 13.22 $ 7.04 $ 23.51 $ 12.80 S - Bond quantltlesworksheet Sensitive Areas Bond Quantity. Worksheet Page 1 August-8,1998 - Coryfus coi hazelnut $ 3.52 S 3.54 $ 7.04 1 S 23.51 -47 $ Crataegus dt=v►asii black hawthorn $ 3.20 $ - 13.22 S 7.04 S 23.51 $ - Gaultheria shallon salal $ 1.89 213 $ 3.84 S 13.86 $ 817.92 Holodiscus discolor ocean spray 19 $ 3.52 $ 13.54 $ 7.04 $ 23.51 $ 66.88 Lonicera involucrata black twinberry $ 3.52 $ 13.54 $ 6.40 S 22.87 $ 12.16 $ - Myrica gale sweetgale $ Oplopanax horridus Devil's club $ 3.84 $ 13.86 $ 7.68 1 $ 24.15 $ - Philadelphus lewisii mock orange $ 3.52 $ 13.54 $ 6.40 $ 22.87 $ 14.08 $ - Physocarpus caphatus Pacific ninebark $ 3.20 $ 13.22 $ 7.04 $ 23.51 $ 12.16 $ Prunus virginiana choke cherry $ Pyrus fusca - western' crabapple $ 3.20 $ 13.22 $ 7.04 $ 23.51 $ - Rhamnus purshiana cascara S 3.20 $ 13.22 $ 7.04 S 23.51 $ - Rhododendron macro h llum Pacific rhododendron $ 4.17 $ 14.19 $ - Ribes bracteosum stink currant $ 3.20 $ -13.22 $ - Ribes lacustre prickly currant $ 3.84 $ 13.86 $ Ribes sanguineum red -flowering currant $ 3.84 $ 13.86 $ Rosa gymn6carpa Wood rose $ 3.52 $ 13.54 $ 7.68. $ 24.15 $ Rosa nutkana Nootka rose 102 $ 3.52 $ 13.54 $ 7.04 $ - 23.51 $ 359.04 Rosa pisocarpa clustered rose $ 3.52 $ 13.54 $ 6.40 $ 22.87 $ Rubus leucodermis black raspberry $ Rubus parviflorus thimbleberry $ 3.52 $ 13.54 $ - Rubus spectabilis salmonberry $ 3.20 $ 11.22 $ 7.04 $ 23.51 $ Salix geyeriana Geyer willow $ 3.20 $ 13.22 $ 6.40 $ 22.87 $ - Salixhookeriana Hooker'swillow $ 2.89 $ 12.91 $ 6.40 $ 22.87 $ - Salix lasiandra Pacifir, willow S 3.20 $ 13.22 $ 6.40 $ 22.87 $ - Salix scouleriana Scouler willow S 12.16 $ Salix sitchensis Sitka willow $ 3.20 $ 13.22 $ 6.40 $ 22.87 $ Sambucus racemosa red elderberry $ �.52 $ 13.54 $ 7.04 $ 23.51 $ Sorbus sitchensis Cascade mountain ash $ 3.52 $ 13.54 15 $ 7.04 $ 23.51 $ 105.60 Symphoricarpos albus snowberry $ 3.20 $ 13.22 $ 7.04 $ 23.51 $ - Vaccinium ovatum evergreen huckleberry $ 3.84 $ 13.86 $ - Vaccinium parvifolium red huckleberry $ 2.91 $ 5.45. $ 15.47 $ ULM �:.04 w n w nrn y ,. Carex comosa Bristly sedge $ 1.32 h yy $ Carex lenticularis Shore sedge $ 1.32 $ - Carexlyngbyei Lyngby sedge $ •1.32 $ - Carex obnupta Slough sedge $ 1.32 S 19.20 S 19.20 $ - Carex rostrata (utricula"ta) Beaked sedge S 1.32 Carex stipata Sawbeak sedge $ 1.32 $ - Eleocharis acicularis Spikerush $ - Eleocharis palustris Common 5pikerush $ 1.32 $ - /uncusacuminatus Tapered rush $ 1.32 $ - /uncus articulatus jointed rush $ - luncus effuius (var. pacificus, gracill Soft rush $ 1.32 1$ - juncus ensifolius jDagger leaf rush $ 1.32 $ Bond QuantltlesWorksheet Sensitive Areas Bond Quantity Worksheet Page 2 Au9ust'8, 1998 Bond QuantltlesWorksheet Sensitive Areas Bond Quantity Worksheet Page 3 august 8, 1998 Mimulus g s Yellow monkey flower .S 2.27 $ 128.00 S 128.00 $ 26.88 $ - Myosotis la.• -- Small forget-me-not S Oenanthe sarmentosa Water parsley S 2.56 $ 12.58 $ 26.88 $ 44.80 $ Osmorhiza chiloensis Sweet'cicely S 44.80 S 44.80 $ Oxalis oregana Wood -sorrel $ 2.27 S 89:60 $ Petasites frigidus Coltsfoot S 3.20 S 13.22 S 89.60 $ - Polygonum persicaria Lady's thumb $ - Potentilla fruticosa Bush potentilla $ - Smilacina stellata - Solomon's Star $ 2.27 $ _ Stachys cooleyae Great betony S 102.40 $ - Tellima grandiflora Fringecup S 38.40 $ Tiarella trifoliata Foamflower S 143.46 $ - Tolmiea menziesii Piggy -back plant $ 2.27 - S 102.40 $ 102,40 $ - Viola glabella Stream violet S 2.27 v $ _ .. ..• •....• n .' w., w • ii . •. • C. Typ .. .... , .. • . /'.-. ... ::--. - --- ------------ , - w�,j�, iii :�::.".-`- tit') ..; },. }i: Z�/.; ','�: C=:'-= � '•3 >> Compost, vegetable, delivered and spread $ 37.88 CY 10 $ 378.80 Decompacling till/hardpan, medium, to 6" depth $ 1.57 CY Decompacting till/hardpan, medium, to 12" depth S 1.57 CY Fertilize, slow release tablets, 30gm/tree $ 3.21 Each rn 3 y I Q Z r51� �' _t Q O y-y $ Hydroseeding $ 0.51' SY 1113 $ 567.63 Labor, general (landscaping) $ 25.00 HR $ Labor, general (construction) $ 37.00 HR $ - Labor: Consultant, supervising S 55.00 HR $ - Labor: Consultant, on -site redesign $ 95.00 HR $ PLANTS: Potted, 4" diameter, medium $ 0.68 Each $ PLANTS: Container, 1 gallon, medium soil S 10.02 Each $ - PLANTS: Container, 2 gallon, medium soil S 16.47 Each $ PLANTS: Container, 5 gallon, medium. soil $ 29.38 Each $ - PLANTS: Seeding, by hand 1 $ 0.44 1 SY $ PLANTS: Shps (willow, red -osier) $ 1.32 1 Each $ PLANTS: Stakes (willow) S 0.96 Each $ Rental•of decompacting machinery & operator $ 70.65 Hour Sand, coarse builder's, delivered and spread S 42.06 CY $ - Staking material (set per tree) $ 7.00 Each 15 $ 105.001. Surveying, line & grade S 605.44 DAY $ - $ - Surveying, lot location & lines $ 1,353.60 ACRE Surveying, topographical 5 2,160.00 ACRE $ - Tilling top it disk harrow, Oh- ,r. - --- - _ _ ___ ______ _ _ __ _ _ _ ___ i:Jjii •,.,}: ni-`i:-::�:.::......:. : :.:.:::.+-:-:-:- :--v-,.•:•rl?]%: :S••:J•�:--^' '..:'_-- _ _ Y.'�:+.:�i'�kx--,-:: �:::-:.•,.. _ _ {.r :y _ G --tiro:, 'ji• .: 'ri+$: ` ------------------------------- kxo ME Inspection, annual $ 1,200.00 EACH Inspection, final $ 575.00 EACH S - Maintenance, semi-annual S - Maintenance, annual S - Monitoring, annual $ 1,200.00 1 EACH 5Zia: j S. 6,000.00 BondQuantitiesworksheet Sensitive Areas Bond Quantity Worksheet Page 4 August 6, 1998 Watering, " water, 50' soaker hose Irrigation - tom.. ^ray $ 3.62 MSF $ $ 2,000.00 Acre 0.23 $ 460.00 Irrigation - buried 5 4,500.00 Acre u. r Fascines (willow) Each $ _ Logs, (cedar), w/ root wads, 16"-24" diam., 40' long 5 1.000.00 Each $ _ Logs (cedar) w/o root wads, 16"-24" diam., 40' $ 400.00 Each $ Logs, w/o root wads, 16"-24" diarn., 40' long ; 245.0o Each ' Logs w/ root wads, 16"-24" diam., 40' long S 460.00 Each $ Rocks, one-man $ 60.00 Each - Rocks, two -man $ 85,00 Each $ Root wads $ 163.00 Each $ - Spawning gravel, type A $ 22.00 CY $ Weir - log $ 1,500.00 Each Weir -adjustable 5 2,000.00 Each Woody debris, large $ 163.00 Each $ _ Snags - anchored $ 400.00 Each Snags - on site $ 50.00 Each Snags - imported $ 800.00 Each :y' � ........: ... ...:� ... .4�. .:: .:. - . . i.} i ":.. !F, !\,. i:+:N_"•.�ii:;:-i :•:<ai ,15� � . :;? ,i'f:.'.b+C;;yi':::fi:.. k3?CaQp±x,i±`�.! n;y;�,en w. •;:<:,. jS>".-. _,orc„u=T2p, i T 6ackfill and Compaction -embankment $ 4.89 CY $ Crushed surfacing, 1 1/4" minus $ 74.30 CY $ Ditching_ $ 7.03- CY $ - Excavation, bulk $ 1.30 CY Fence, silt $ 1.20 LF $ lute Mesh $ 1.26 SY $ Mulch, by hand, straw, 2" deep $ 1.27 SY $ Mulch, by hand, wood chips, 2" deep $ 3.25 SY $ Mulch, by machine, straw, 1" deep $ 0:32 SY $ Piping, temporary, CPP, 6" $ 9.30 LF J $ Piping, temporary, CPP, 8" S 14.00 LF $ - Piping, temporary, CPP, 12" $ 18.00 LF $ Plastic covering, 6mm thick, sandbagged $ 2.00 SY 5 Rip Rap, machine placed, slopes $ 33.98 CY ' b Rock Constr. Entrance 100'x15'x1 $ 2,546.68 Each $ Rock Constr. Entrance 50'xl5'xl' $ 1,273.34 Each $ Sediment pond riser assembly $ 1,695.11 Each $ - Sediment trap, 5' high berm $ 15.57 LF $ Sediment trap, 5' high berm w/spillway Incl. riprap $ 59.60 LF $ - Sodding, 1" deep, level ground $ 5.24 SY S - Sodding, 1" deep, sloped ground $ 6.48 SY S Straw bales, place and remove $432.00 TON S Topsoil,• delivered and spread $ 35.73• CY S BondQuantltlesworksheet Sensitive Areas Bond Quantity Worksheet Page 5 Auaust 8. 1998 SUBTOTAL (SUM ALL PAGES): D y,LUL. i I 20% CONTINGENCY & MOBILIZATION: S 1,840.46 TOTAL: $ 11,042.77 BondQuantitiesWorksheet Sensitive Areas Bond Quantity Worksheet - Page 6 August 8, 1998 SECTION 20, TOWNSHIP 21 N.. HANGS 4E„ W.M. — \ � ----- ••-�a.._s%�fasraei�rc��i-•---�---_----5--�--,-----�---_----.,,---------�----•�-} Fr---_�--- --=�_ �s -�S I: - ti L7 TEMPORARY SEDIMENT POND DATA ' �1 i �,,+ d• �� . ,\�, •�t 10 YEAR FLOW = 1.27 C.F.S. 7 REQUIRED S[JRFACE AREA = 2,646 S.F. Ls� lE' 50052 Of RA9i- Af • JE f F772%, IF PR06PaFA DACE AREA = 2,661 S.F. O EL 297.5 !i' 4F .iO032 D.! (CUT-v.) 1, oa (, 2, r ,y, NOTE. SURFACE AREA MEASURED AT DESIGN WATER SURFACE jq, I J I 1 h II SURFACE AREA = 1.2 0, 10.00096 + - I ' .• �.G- .. _ -- 6• WIDE OVERFLOW-..•.......•r.�..- ���rwn�.,.,-:.....�_.. �.5�' fY LIB �.i i7'nI / srzn1-WAY e� JJo arse-�-r f l I • Ex. x1. ! 1 r r II li _ •) (��� L .. A1.69x .,... ._ ,.-.' ..... .. ..,..rr HAW r•� Yf i I / i' r i II •,7. � I �{�� 1FIAPDRARr f ' C,AE� ._ .,, .._. ' { i1 PERFORATED RISER R CC+� I 't• DETAL SHEET Ca DETAI j: !'■ ��M . W/ GRAat PER e�rTxArrcE PER '' ^ / gr L SHEET C4 TOP 29750 M ARY IA DOAI PaNO 100' X 24' WIDE g 9 I r 1 II BERM + 289- rR I•'IL+f OWS = 2975 ,J f / !2, T' BOTTOM = 294.0 12 1. D' {I r ! 2,650 SF. A 2975 REpII17ED P, E;dOVE 33D' Ex. SD ' 2 TSSOD 11 B 2,661 S.F. PROVIDED VIETA NIC AND PROrIGE cOIJC PLUG + EX. !R dA �f RIPRAPelo .. /L Q CLF�IJA'NG o ,IyCx;.C4 6, LAif7TS TYP . 7O @. AfS�aVE� I 1 1 zax j 'T SdI+ITH :340]'Nf -'+ +')ram-; rf Z AFTER 1Nsr LA!'_._�_-- --_� __��-• A + �--__-•__�--"_-�-'- _.`_� 3W`---•.`�•14 •1'� f ARZ. To BE SrA'd'lIZFo,. 1:1' ■ r- 1 I, y . ilNlsHFi7 ARAnF = --- II r •' ` + 1 I WITH SIRA WJ AND, . ��--j,.l SEE - Y l /Ft� CpVUVEVr.- _✓ MATTING SECTILJNS-21 {:c / �.� - __ r •�1 �; T. 'T 1 ,+•� 1 1 ' { `O f f• -- Y Tr EX. TR F1C.9GYRC� f! , ]I PER I , �j 4 xe ANO [7 r w ORANGE 4 j i' ' _ �_' I 1 O i l ;I . I..---"� l j J I 71':' ! OELWEA T70N HY A S FETI.' I' •,� O(AI $Qr D DV rX FELE POLE ,i 11 ri`�- JI AtCWC;kFRAHO l 4 1 ii .... ..... ; 7 , scfFFER AND Bl1FFm ' ;� _T � j I � I i 'I rwc aewE I I :' 5• ' I i� �-..d r Ex Jvmcrftw Box LxTsruN 1- - f* ... � C \ f' { _ J •`� I I C,i'TRI/0FI1 Oww / 11 I ftl BLdf6ah410 FF� F I !Ex. cDARa HAIL i If A. ! I . 1 , E : PRD I PRL' Patna sul nN_C i os�a I CLEAlBNG LHJI7S I� T!P I I O.M ' oAS AT 1_ -'S EN CPE IMP I' ' I • I / 1 II 1� i•r � � f50' AkN. SpAdNO.' I 1 III � � � i 1 � 5EEDETAJL - r— r-'• r ! `�1; ! { ' � 1� � 1 ': ` � � 1 �I i �^ I 57 M WAI S7ca R PAVa fiir , ,� ,I J j' •a ' i +7 WATER ACE L EEEVAT1ON 0fJ - IT5:6 _ F.K_RF01GYat $fJRi'!A li; 1 f r _ II i1j11 {J/r?/OJ} I -O+?ArrlAGc eA5fhlFrfT �' - - . � ? ` �—•+V , - � �_ J 1 �1 i� yI i'�r� ex PvuJ:r Ij ''1�• ;' ,C� it a f� 4 I r^ t 1 + ; J 1 .J SCALE. 1" = 30' li I 1Nia<Rixp w swALF f I � + 1 `'1 s4EEr ea I ��� ...� .... ��..•.�..- i� •'N. �� l! ; I r U 1 I} CL l FIER ON OF j r I•� ... .. _ ,•�� L. _ - - - • . J-• ,a II�J I , /�`i i �� e� �� ' V I' WS ALLIITLYV, r . '.100' WEIL.VJQ BI.GFFR _ -..1 —_-- --- ••'Iv 1; �' ,I l i I� U II GROUND TO BE STABILIZED II ; I •� I /�17 WITH STRAW/ AND • !!� r i' �i I ,I •i'>F� r I1 I /;; i . I BASS TAC11 OO. 1.1 Ca"ATTNJ CASE MATTING _ i; ' .. -r rs- _ +. s _: �� _-„ : .z , , by �' PROwC Lri i7P • - �- J . ,' / i� '. I (BIIRIFO 6 } P.T. IF PACIFIC HWY S0. I Q],! SEE DETAIL r -1 I - �r 1' ' ! %.' JI f (16«2D-FHj d -� SHEET Carl I / 1 I Ex T£LE POLE Z . To __ TAVC OYERHCAO , - _ ----- --- --- - y' - WEILAAV BUFFER IMPACT I HE'ARINC EXAUXER S DECMCiY..5EE KIZA1V0 1 BUFFER PLAN7INO PLAN ,57A9M1T7£D W/ B1l 01 AND 5I7E (�YELGpAIETJT _ PU MI r AMWATION. 00 5t6 7ELEP716NE LAVE ---.. ..---• - _ --- - _ _-_-_ -- (To BE RELOGA TED DATUM ;J UNDERGROK.00) N.G.V.D. 1929 r 7YP -,Do '�SWALE 0 COX •rd1571reG "+ORdI er,E .. I Ca OFTA74, Si Ca PER fJE AQ,7DJ BE REMaV{II 7, 1 T I r tOG1TTON or EXISTN4G OTTlA'RES 57TOWH IS r I \ \APPRoxwi 7E AND MAY Nor 8E AO MWA IE OR ALL pDt�� ti. \ TOP JQ&.90 1� per. 15- F V190 DI (IN-S) 1 of Ex 15" JL 305,84 a4 (OUT-F1) I i I.f 1 1 I � J I 1 7 INCLU9'AE IT IS THE CON IRA CMS RESPONSSU rY Ii7 FJFLD WR+9Y LOCA VCW DAF omjpES PRbR To PROCFEPA'fC WITH CCWSTRIICTIOH, 7VV MUST Cur 1-900-424-5555 NOT.LESS THAN 2 FLU SUSNESS DAYS OEF4WE &WMYNO EX" VATIDY MMHERC ANY UNDERGRON'JD U IV77E'S MAY BE LOOTED. FAILVRS TD DO SO COULD MEAN BEARING SUBSTANDAL REPAIR COSTS PERMIT NO. 06-100722-00-CO APPRDVED DATE TROD assoclarxs Ave. NE ,Gw,y nn, �xavn 425 821.8448 425 811. W1 far - 466 0756 bII nee www o-wea�e wm O C7 2 uy � 3 _ 2V 2 Q vi Q Z W O ~ PC o z 'r�^ _+U,,.,UQ W4 20 co ui ti 2 W a 0 U PROJECT MANAGER .ourao x awr J/1tre. A9A lWR1G.T LANDSCAPE ARGIICILCr FIRST SUBMITTAL DATE: 2113106 SCALE: DOAI'6:1"=30' rm[:N/A ID r G p rAaW +� fw STAMP NOT VAUD UNLESS SIGNED AND DATED JOB NO. 05-077 SHEET NO, C3OF 14 02006 TRIAD 71_�__ f 'l Stream A J Welland Limit - Pcr Drll1?c2t10n ByAES/ t i I 1 ' I I I EdsJtng vegetation to remain, typ. I I l oo, Wetland I I Buffer ReglonalStorm Detention Facility I'I PIANT LIST SYMBOL BOTANICAL/COMMON NAME 51ZE SECTION 20, TOWNSHIP 21 N., RANGE 1E., W.M. —_ Existing sediment pond -_ i0' 0pe 11 Landscaping SOUTH MOM STREET Type IV Parking - l - - — -' Lot landscaping, lyp: Y J a I - s` r, njA°Y `vd ,�� _e"�'�HeP..1:,.u.ft-..� CdoA •4�.:.:�� w-�`,.a ts�... r ��.1 'YL / a C0NDITI0N/REMARK5 SYMBOL BOTANICAL/COMMON NAME. SIZE CONDITION/REMARKS DECIDUOUS TREES AGER GINNALA/ ).1R• CAL. BB + AMUR MAPLE ACER CIRCINNAE M/ 6' HT BB f MAPL ACER GR15EUMI 1-1/2" GAL • B+B 1 �� PAP ER9ARC MAPLE lV, } MALUS 'ROBINSON' 2-IR" CAL. B+B �` 4 / ♦A ROBINSON FLOWERING Gf�4BAFPyE fLJ�1Y I v Ciµ6 0X7GARPA RAYWOOD'/ 2-IR" CAL- B+B RAYWOOD ASH .R. IFEf310U6 TREE. 'CALOCED" DECURRENS/ 6'HT B+B 11•fENSE CEDAR PINUS NIGRA/ &' HT BNB AUSTRIAN BLACK PINE SHRUB. BERBERIS THUNBERGII 'CRIMSON PYGMY' S GAL 545/C0NT_, 5 FT. OC. CRIMSON PYGMY BARBERRY 24" MIN- C) GI5TU5 'SUNSET' 5 GAL BNB/CONT., 5 FT, OG, SUNSET ROCKROSE 24" MIN. O EU0N7MUS FORTUNEI 'EMERALD GAIETY' S GAL. BIB/CONY 4 FT. OCv EMERALD AND GOLD EU0NYMU5 24" MN- * FESTUGA OVINA 'ELIJAH BLUE'/ 5 GAL. B,B/CONT., 4 FT. OC. BLUE FESCUE 24" MIN' 0 MAHONIA REPENS/ 5 GAL BIB/CONY., 4 FT OS. CREEPING OREGON GRAPE 24" MIN- ` ® MYRIOA CALFCFNICA/ 5 GAL BNB/GONT, 5 FT_ OC. PACIFIC W11J41'TYRTLE 24" MIN: PRUNUS LAUR0CERASU5/ 5 GAL. BIB/CONT., 3-1/2 FT. OC. LAUREL 24" MIN. O R05L RUG05A/ 5 GAL. BaB/CON: 5 FT. OC. WILD ROSE 24" MIN, VIBURNUM PLIGATUM 'TOMENTOSUMV 5 C-AL, B16/GONT, 5 FT. OG- DOUBLE FILE VIBURNUM 21" MIN, GROUNDCOVER PERENNIALS, BULBS, VINES- f j j.Gfl: CATONEASTER DAMMERI/ I GAL, CONT-, 2' O.C, SRAFaBEFa%vr NOTE: GROUNDCOVER PLANTING SHALL BE PLANTED TO PROVIDE 1009; COVERAGE WITHIN THREE YEARS OF PLANTING SOD AREA (IRRIGATED) SEEDED AREA (DROUGHT RESISTANT MIX- NON IRRIGATED) PLANT LLST - WETLAND BUFFER SYMBOL BOTANICAL/COMMON NAME 51ZE CONDITION/REMAWS DECIDUOUS TREES ( ( 5 ACER MA0K0I°H, LLUM/ 5 GAL B+e 1``.I_/ BIG LEAF MAPLE CONIIFFERRUOU5 TREES Z Y j PSEUDOTSUGA MENZIE511/ 5 GAL BIB DOUGLAS FIR .HRJBS U) CORNUS 5T0L0NIFERA/ I GAL- BBB/GONT., 5 FT. OC, RED TWIG DOGWOOD O GAULTHERIA SHALLON/ I GAL BIB/CONT„ 3 FT, OC. SAAAL (9 HOLODISCUS DISCOLOR/ I GAL. BNB/GONT- OCEANSPRAY 0 MANONIA AOUIFOLIUM/ I GAL- BNB/GONT„ 5 FT. OG TALL OREGON GRAPE ROSA NUTKANA/ I GAL, B+B/CONT„ 3 FT. OG NATIVE ROSE 0 5OR51-15 51TCHEN515/ 2 GAL B•B/GONT- MO::NTAIN ASH /o' ype'//Landscaping r NEWLY pLA47E0 AREAS SMALL RECEIVE TEMJ°C RARY IRRL'+ATIGN (MINIMUM) DWVWS PLANT ESTA51-151r.11MENT E]OCET. FOR LAWN AREA N PLANTER STRIP SCVTH 340TH STREET AND PACFIC HF,' qiY SOUTH AND LAIN AREA VAST OF PARCING CONTRACTOR TO DETETL'JINE GROINDCOVER QUAHTTTIES 54SE0 ON AN E1XJN_ ATM1,_ TMAW"AR PATIEFIN AT THE SPACING LISTED ABOVE. OPTIONAL SPACING AND SIZE FOR GROUNDCOVERS, 15 4" POTS a 12" O-C- TO BE DETERMINED AT TIME OF PLANTING STREET TREES TO BE MATCHED FOR HEIGHT, SIZE AND FORM LANDSCAPE DATA TOTAL LANDSCAPE AREA 63,119 SF INCLUDES FRONTAGE, PERIMETER PARKING LOT AND WETLAND BUFFER LANDSCAPING SEEDED AREA 43, 22. 5F (69% OF TOTAL LANDSCAPE AREA) IRRIGATED SEEDED AREA 23,931 5F NON IRRIGATED SEEDED AREA 15,251 5F DROUGHT RE51STANT LANDSCAPE AREA 3SA25 SF (INCLUDES ALL LANDSCAPED AREAS EXCEPT IRRIGATED LAWN) MINIMUM LANDSCAPE AREA TO BE IRRIGATED WITH 23,931 51F A PER'IMANANT IRRIGATION SYSTEM (INCLUDES IRRIGATED LAWN AREA ONLY) TREE RETENTION DATA TOTAL 516NIFICA14T TREES THERE ARE NO SIGNIFICANT TREES ON SITE EXISTING TREES TO BE RETAINED NOT APPLICABLE EXISTING TREES TO BE REMOVED NOT APPLICABLE PARKING LOT PLANTING CALCULATION PARKING LOT PLANTING PROPOSED 3154 SF (AREAS CALLED OUT ON SITE PLAN) PARKING LOT PLANTING REQUIRED 2508 SF (22 5F PER STALL - 22 X 114 STALLS) 0 20MTRIAD TRLAD rysAC 1211211111, Ave NE IGAIar4 WA 9Bo3OE 425 621.3448 y z V PROJECT SURVEYOR P�ROfuECf I2ICNREIt ¢1W (F M FIRST SUDIDTTAL DATE: 2110106 SCARE: Hash: 7,-30' vw, ♦7�1C STATE OF WASHINGTON REGISTERED vSGPE FRC ECT ' SEHISE U EATIFTCATE S23 STAMP NOT VMB UNTESS SIGNED AND DATED JOB NO. 05-077 SIfELT NO. L 1 OF 5 0S--0-? -�- CITY OF �. Fe d e ra I Way February 28, 2006 Richard L. Bowen & Associates, Inc 13000 Shaker Blvd Cleveland, 0I-1 44120 c E � V E BOWEN & AS50C. RE: Permit #06-100722-00-CO; PROGRF.SSIVF SERVICE CENTER 34001 Pacific Hwy South, Federal Way Dear Mr. Bowen: CITY HALL 33325 8th Avenue South Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www.cityoffederalwey. cam r [P a.�: r The Planning Division has reviewed the above -referenced building permit application received February 15, 2006. The site plan, landscaping plan, and building elevations are in confom-iance with the Process III land use decision issued in December of last year, and are approved (for the Planning Division component of review). We have identified three issues, however, that require attention. Prior to issuance of the building pemnit, the applicant must submit a performance bond for the wetland mitigation plantings and monitoring associated with utility intrusions, approved under Permit 01-103406-UP in July of 2002. Don Hill of Triad Associates has previously prepared a cost estimate for the mitigation plantings in the amount of $3,628.80. An estimate for the monitoring component of the project has not been submitted. The perfonmance bond is required to be 120% of the total cost estimate of planting and monitoring. Please submit a cost estimate for monitoring per the approved plan (enclosed). We will then produce a bond agreement to be signed by the City and applicant/owner. Once this agreement is in place, the applicant will submit the bond along with a cash deposit totaling 5% of the bond amount to cover administrative costs if it is necessary for the City to perform the required work. Please also identify the finn that will conduct the monitoring. 2. Sheet 3 of the civil plan set must be modified to provide silt fencing in the area of the wetland buffer intrusions, adequate to prevent material from entering other portions of the buffer or wetland. Please coordinate with Triad Associates to modify this sheet and re -submit. 3. The proposed location of the sanitary sewer connection does not appear to be consistent with the approved location. Sheet 3 of the water and sanitary sewer plan set (prepared by Triad Associates) shows the connection further north than approved. This is inconsistent with the precious approval under permit 01- 103406-UP and the wetland mitigation plan and other plans submitted. Please explain. Please contact me if you have any questions. I can be reached at 253-835-2643, or by email at isaac.conlen@cityoffederalway.comm. 5incorely Isaac Conlon Associate Planner olio: Wetland klitigation Plan c: ScoU Sproul, Acting Assistant Building Official " b Associated Earth Sciences, Inc. October 29, 2001 Project No. KB01111A Mr. Art Peterson Contract Associate Planner Madrona Planning and Development Services Subject: Wetland Buffer Restoration Plan, U-Haul Site 34001 Pacific Highway South Federal Way, Washington Dear Mr. Peterson: INTRODUCTION In January 2001, U-Haul International (U-Haul) retained Associated Earth Sciences, Inc. (AESI) to prepare a restoration plan for temporary wetland buffer impacts proposed to occur on an 8.27- acre parcel (hereafter referred to as the "project site") located at 34001 Pacific Highway South in Federal Way, Washington. U-Haul is proposing to develop upland areas of the project site as a mini -storage facility and truck rental center. To facilitate connection of proposed on -site sanitary and stormwater sewer facilities to existing infrastructure, new sanitary and stormwater sewer -facilities (i.e., pipes, catchbasins, stormwater outfall structure, etc.) will be constructed within the 'designated 100-foot standard wetland buffer of the on -site Category U wetland (collectively referred to as the Kitts Comer Regional Detention Facility). On -site aquatic resource locations and classifications were previously documented by AESI in Wetland Delineation and Stream Identification Report, U-Haul Site, Federal Way, Washington'. Aquatic resource classification and buffer criteria applicable to the project site are based on the policies contained within Chapter 22, Article XIV (Environmentally Sensitive Areas) of the Federal Way City Code (FWCC). The attached wetland buffer restoration proposal has been prepared in general conformance with the criteria established under Chapter 22-1359(f) of the FWCC for wetland buffer modification requirements. 1 Associated Earth Sciences, Inc. 2001. Wetland delineation and stream identification survey, U-Haul site, Federal Way, Washington. Prepared for U-Haul International. August 24, 2001. Corporate Office • 911 Fifth Avenue, Suite 100 • Kirkland, WA 98033 • Phone 425 827-7701 • Fax 425 827-5424 West Sound Office • 179 Madrone Lane North • Bainbridge Island, WA 98110 • Phone 206 780-9370 • Fax 206 780-9438 r� PROJECT -RELATED ACTIONS Approximately 10,080 square feet (0.23 acre) of the Kitts Cornet Regional Detention Facility's designated 100-foot standard wetland buffer will be temporarily disturbed as a .result of the following on -site development activities: • Construction and installation of approximately 90 lineal feet (if) of 8-inch polyvinyl chloride (PVC) sewer main and associated appurtenances to connect on -site facilities to existing sanitary sewer infrastructure; and Construction of approximately 3701f of storm sewer and associated appurtenances to convey both on- and off -site stormwater to the Kitts Corner Regional Detention Facility. To facilitate safe and efficient construction of the proposed sanitary and stormwater sewer facilities, 30-foot temporary construction corridors will be required within the designated standard wetland buffer to provide access and areas for temporary stockpiling of materials (i.e., trench excavation and. backfill, piping, etc.) during construction. The construction corridors will be centered over the location of the proposed sanitary and stormwater sewer facilities. Equipment used to install the proposed facilities may include backhoes, trackhoes, and/or similar. and normal construction equipment. As the 'proposed sanitary and 'stormwater sewer facilities will be constructed of sound materials and regularly maintained during subsequent operation, the proposed sanitary. and -stormwater sewer facilities will not impact the designated standard wetland buffer during operation. On -site wetland buffer habitat has been highly modified by historic on -site fill and grading activities and currently cbnsists of a compacted gravel access road located immediately adjacent to the Kitts Corner Regional Detention Facility, a constructed slope within the central portion of the wetland buffer, and a flat plateau within the eastern portion of the'wetland buffer. The compacted gravel road provides maintenance access to the Kitts Corner Regional Detention Facility. Wetland buffer habitat to be impacted by project -related actions currently supports ' grass communities typical of hydroseeded upland constructed. slopes (i.e', Agrostis spp., Poa spp. Festuca spp., etc.) and dense to. sparse Stands of Scotch broom (Cytisus scoparius) within the topographically flatter portions of the standard wetland.buffer. Upon installation of the proposed sanitary and stormwater sewer facilities, pre -construction grades and contours will be restored and all -disturbed areas will be hydroseeded to stabilize exposed soils. In addition, native shrub species will be established within the wetland buffer, area currently - supporting non-native shrubs as detailed on the attached Wetland Buffer Restoration Plan. As the constructed sloped areas of the wetland buffer currently support grass communities, restoration within these areas will be limited to replacement of disturbed vegetation in -kind through hydroseeding only. The existing gravel road immediately adjacent tb the Kitts Corner Regional Detention Facility will be replaced in -kind with compacted gravel. OA REGULATORY REQUIREMENTS .Under FWCC; installation of essential public facilities,. public utilities, and other public _ improvement(s) may occur within wetland buffers pursuant to FWCC Chapter 22-1359(c) if such improvenient(s) -"traverse the buffer because no feasible alternative location.exists based on an analysis of technology and system efficiency." The location of the proposed sanitary and stormwater collection and conveyance facilities allows for 'the following: 1) cost-effective integration of the proposed on -site utilities into the existing utility infrastructure; 2) maximum system -efficiency and reliability through the use of gravity -operated facilities; and 3) a minimisation of long-term' maintenance requirements by _eliminating mechanical. conveyance facilities (i.e., lift stations, etc.). In addition, as disturbance within the designated 100-foot wetland buffer of the Kitts Corner Regional Detention Facility will be limited to the minimum required for safe and efficient construction, temporary impacts to existing wetland buffer habitat are minimised. As required by FWCC 22-1359(f), the proposed temporary wetland buffer modifications will incorporate the following mitigation measures to protect wetland and wetland buffer functions and values: • The proposed on -site stormwater facilities are in conformance with City of Federal Way stormwater detention and water quality requirements to prevent water quality impacts to receiving waters. ■ Minimum width construction corridors and appropriate temporary erosion and sedimentation control (TESL) measures will be implemented during installation of the proposed utilities to minimize erosion and sedimentation impacts to receiving waters. • Upon installation of the -proposed facilities, all areas of disturbed wetland buffer will be'stabilized through the application of appropriate hydroseed mixtures and the establishment of native woody shrub species. • The proposed wetland buffer impacts are limited to temporary impacts within the project site, thus the proposed impacts will -not be detrimental to any other property in the areas of the subject property nor to the city of Federal -Way as a whole, including loss of open space. Conveyance of off -site stormwater through the project site maintains operation of existing State Route 99 stormwater control facilities. SUMMARY Approximately 10,080 square feet (0.23 acre) of the designated 100-foot standard wetland buffer associated with the Kitts Corner Regional Detention Facility will be disturbed as a result of proposed,on-site development activities. The attached Wetland Buffer Restoration Plan addresses wetland .buffer restoration requirements- as, detailed in FWCC, Chapter 22, Article XIV: In 3 addition, a Bond Quantity Worksheet for Sensitive Areas Mitigation2 is attached to provide a cost estimate for the wetland buffer restoration. Please contact Judith Light or myself if you have questions or comments regarding this proposal. Sincerely, ASSOCIATED EARTH SCIENCES, INC. Kirkland, Washington Attachments: Wetland Buffer ,Restoration Plan, "Federal Way U-Haul Site, Federal Way, Washington Bond Quantity Worksheet for Sensitive Areas Mitigation cc: Don Hill, Project Manager, Triad Associates Paral Butala, U-Haul International PPS/af KW1111A3 PROIECTS\2001111UCB\WP — W2K 2 King County. Undated. Bond. quantity worksheet for sensitive areas mitigation. Department of Development and Environmental Services. 4 rrn.Yu r.rw. ro.aaaa .....,,.,.mw��a mw.:r.+v s.a .�w..•'..[.r...... b....w� b.rw r....rn.�ti..r..w.r.1w�.�rr.,-..r..... wlnl ot.Firnln.lm Y.{.NWn.O..rbbP.. R.Y. WrYY rr.rr�r. Yr ...vrem..wrLL r..r...r Fa r...�..[�ar,.�+rm ravvgvalr d�P �' rp.r,p.e� a.bM.nbM1vpr Y.. WN w.e,YY�rbra...rr.rpo.1b ra.....1•^u.arrr., ti.r.[rrw r..vA.rr�r�..Yr..n...,avrr Lw ...r...� rr.. w r ev...[ • r.�.i n...�.. rw....r. wyr. rw... rP w a+ars.tn.,r i�,r. F.YYrlrrhrrrF r M1�wRt .[.+. r+. r..mrvr.raro{YyFt nAl.rrrlYar✓/..Y blrlr+rC. 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Fw.�a Ar.arr.rrrrrr .rrrr ha rrrwvrrr...w.w.rrwaw+r+.r.�rr.�...ar,w [.,[4FYXRI.PRFI/r YL.1baC, . W.rr.errY rr,ri�.br w.r 1+ . grw.rwYr>—rwr.er+Nv+. osrYc.arrru+a R1 rY.rr4 r.r a h rroA r pr.5yrp[ ...hrwrr.w.Mr.rr.rynpY�hw.i wrr a.yN.y,r�F.b.�r+iy"r.w Y.w Y. .wrnw.rs..hrwr�rwrw..�rru A,.ocla[.d earth Scl..c.r, Inc. RESTORATION GOALS, PLANT INSTALLATION GUIDELINES, N"ITORINCioMOMDP1' AND ,—, WETLAND BUFFER RESTORATION PLAN FEDERAL WAY U-HAUL SITE FEDERAL WAY, WASHINGTON SHEET 2 DATE 70rnt 4L V u VB King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98055.1219 Date: - Bond Quantity Worksheet for Sensitive Area Mitigations Contact Name: Address: Phone No.: ' PLANT MATERIALS: Plant Material prices include labor, installation, contractors' markup and sales tax, but don't include delivery. (128 % of wholesale plant price plus 'planting' from page 5.) TREES Scientific Name Common Name Unit Price Qty Unit Price I Unit Price IQtY nit Price Unit Price Qty Unit Price Unit Price Qty Total 4" of 1 gallon 1 gallon 2 gallon 2 gallon 5 gallon 5 gallon _ Cost Abies grandis grand fir Acer macrophyllum big leaf maple $ 3.52 $ 13.54 $ 7.04 S 23,51 $ 15.36 S' 44.74 $ - Alnus rubra Red alder S. 3.20 S 13:22 - $ _ Arbutus menziesii Pacific madrone $ 4.48 S 14:50 - $ Betula papyrifera paper birch $ 3.20 $ 13.22 S Fraxinus latifolia Oregon ash $ 3.20 S 13.22 $ 7.04 $ 23.51 $ - Picea sitchensis' Sitka spruce $ 3.52 S 13.54 $ 7.68 S 24.15 $ - Pinus contorta' Shore pine S 3.52 S 13.54 $ 7.68 $ 24.15 $ - Pinus monticola' Western white pine S 3.52 S 13.54 S 7.68 $ 24.15 $ - Populus tremuloides quaking aspen $ 7.68 S 24.15 $ - Populus trichocarpa black cottonwood $ 3.52 $ 13.54 $ 7.04 $ 23.51 $ - Prunus emarginata bitter cherry S 3.52 S 13.54 $ Pseudotsuga menziesii' Douglas fir S 3.52 S 13.54 $ 7.04 $ 23.51 $ 15.36 S 44.74 $ Taxus brevifolia' Paciric.yew $ Thuia-plicata` 1western red cedar $ 3.52 $ 13.54 $ 7.04 S 23.51 S 15.36 $ 44.74 $ Tsuga heterophylla' western hemlock I S 3.52 S 13.54 $ 7.35 $ 23.82 $ 15.86 S 44.74 $ All plant prices are from Fourth Corner Nurseries, Sound Native Plants, Storm Lake Growers, and Wabash Natives (containers), and Abundant Life and Frosty Hollow (seeds). Acer circinatum vine maple S 3.52 S 13.54 $ 7.04 S 23.51 $ 14.08 $ Amelanchier alnifolia serviceberry S 3.52 $ 13.54 $ 7.35 S 23.82 $ Berberis aquifolium tall Oregon grape 97 S 3.52 S 13.54 S 7.68 S 24.15 $ 341.44 Berberis nervosa short Oregon grape S 3.84 $ 13.86 $ - Cornus stolonifera red -osier dogwood $ 3.20 1 $- 13.22 $ 7.04 $ 23.51 $ 12.80 $ - BondQuantltlesWorksheet Sensitive Areas Bond Quantify. Worksheet Page I. August-8,•1998 Corylus co, hazelnut $ 3.52 S 3.54 $ 7.04 $ 7.04 $ 23.51 $ 23.51 S Cra(aegus vcwvasii black hawthorn S 3.20 $ - t 3.22 5 Gaultheria shallon salal S 1.89 213 $ 3.84 S 13.86 S 817.92 Holodiscus discolor ocean spray 19 S 3.52 S 13.54 $ 7.04 $ 23.51 $ 66.88 Lonicera involucrata black twinberry $ 3.52 S 13.54 $ 6.40 S 22.87 S 12.16 $ - Myrica gale sweetgale r S . Oplopanax horridus Devil's club $ 3.84 S 13.86 $ 7.68 $ 24.15 $ - Philadelphus lewisii mock orange $ 3.52 S 13.54 $ 6.40 S 22.87 $ 14.08 $ - Physocarpus caphatus Pacific ninebark $ 3.20 S 13.22 $ 7.04 S 23.51 S 12.16 S Prunus virginiana choke cherry $ _ Pyrus fusca western crabapple $ 3.20 $ 13.22 S 7.04 S 23.51 $ - Rhamnus purshiana cascara $ 3.20 S 13.22 S 7.04 S 23.51 $ - Rhododendron macro h llum Pacific rhododendron $ 4.17 $ 14.19 $ Ribes bracteosum stink currant $ 3.20 S 13.22 $ Ribes lacustre prickly currant $ 3.84 S 13.86 i $ - Ribes sanguineum red -flowering currant S 3.84 S 13.86 $ - Rosa gymnocarpa Wood rose $ 3.52 S 13.54 1 $ 7.68. S 24.15 $ Rosa nutkana Noolka rose 102 S 3.52 S 13.54 $ 7.04 $ - 23.51 $ 359.04 Rosa pisocarpa clustered rose $ 3.52 $ 13.54 S 6.40 S 22.87 $ Rubus leucgdermis black raspberry $ _ Rubus parviflorus thimbleberry $ 3.52 1 13.54 _ S Rubus spectabilis salmonberry S 3.20 S 13.22 $ 7.04 S 23.51 $ - Safixgeyeriana Geyer willow $ 3.20 $ 13.22 1 $ 6.40 S 22.87 $ Salixhookeriana Hooker'swillow S 2.89 S 12.91 $ 6.40 $ 22.87 $ Salixlasiandra Pacific willow $ 3.20. S 13.22 S 6.40 S 22.87 $ Salix scouleriana Scouler willow S 12.16 $ Salixsitchensis Sitka willow $ 3.20 $ 13.22 S. 6.40 $ 22.87 $ Sambucus racemosa red elderberry $ J-52 $ 13.54 S 7.04 $ 23.51 $ Sorbus sitchensis Cascade mountain ash $ 3.52 $ 13.54 15 $ 7.04 $ 23.51 $ 105.60 Symphoricarpos albus snowberry S 3.20 S 13.22 S 7.04 $ 23.51 $ Vaccinium ovatum evergreen huckleberry $ 3.84 S 13.86 $ Vaccinium parvifolium red huckleberry $ 2.91 S 5.45 - S 15.47 $ - . , -:.o.. e.. ... r><1�:,:...-� ., ......s.. ..c ;:�e=�� :a�%�a�cs. a-:t••: Carex comosa ...�.... �.-....-.-...�.�:.d..,...-. -�., Bristly sedge ,, i >.- ts-£�C13iS',;'. c�--%c -:i,/ S 1.32 <-1-5F .. , ; ..2::':� ;--R:-,'kx?�`�3'��;�i�.-I>�lE � .'$ t; '"� `- A , •t'�I`' �;� • Q� $ Carex lent icularis Shore sedge $ 1.32 $ Carex lyngbyei Lyngby sedge .$ '1.32 $ Carex obnupta Slough sedge_ . $ 1.32 $ 19.20 $ 19.20 $ Carex rostrata futriculaia) Beaked sedge S 1.32 Carex stipata Sawbeak sedge S 1.32 $ Eleocharis acicularis Spikerush $ Eleocharispalustris Common5pikerush $ 1.32 $ luncus acuminatus Tapered rush S 1.32 $ /uncusarticulatus Jointed rush $ funcus effuses (var. paclfices, gracili soft rush 1.32 S uncus ensifolius Dagger leaf rush is 1.32 $ BondQuantltlesWorksheet Sensitive Areas Bond Quantity Worksheet Page 2 AUgust 8, 1998 BondQuantltiesWorksheet Sensitive Areas Bond Quantity Worksheet Pape 3 august s, 199s Mimulus g• •s Yellow monkey flower Small forget-me-not Water parsley Sweet cicely Wood -sorrel Coltsfoot Lady's thumb Bush potentilla Solomon's Star Great betony Fringecup Foamflower .$ 2.27 $ 2.27 S 2.27 $ 2.56 S 3.20 $ 12.58 $ 13.22 S 128.00 S 128.00 $ Myosotis la;-- Oenanthe sarmentosa Osmorhiza chiloensis Oxalis oregana Petasites frigidus • Polygonum persicaria Potentilla fruticosa Smilacina stellata 5tachyscooleyae Tellima grandiflora Tiarella trifoliata S 26.88 S 44.80 S .89.60 S 26.88 $ 44.80 S 44.80 S 89:60 $ 102.40 S 38.40 $ 143.46 - $ $ $ $ _ g Is $ $ $ $ $ _ Tolmiea menz'esii Piggy -back plant $ 2.27 - S 102.40 $ 102.40 $ Viola glabella Stream violet rMY Compost, vegetable, delivered and spread Decompacting till/hardpan, medium, to 6" depth S 2.27 $ 37.88 $ 1.57 CY CY $ - 10 $ 378.80 Decompacting till/hardpan, medium, to 12" depth S 1.57 CY Fertilize, slow release tablets, 30gm/iree S 3.21 Each rn L4 44A y b1 ` L "j Q O A � L _ _ I $ Hy droseeding $ 0.51 Sy 1113 $ 567.63 Labor, general (landscaping) $ 25.00 HR .$ - Labor, general (construction) $ 37.00 HR $ Labor: Consultant, supervising S 55.00 HR - Labor: Consultant, on -site re -design $ 95.U0 HR $ . PLANTS: Potted, 4" diameter, medium $ 0.68 Each PLANTS: Container, 1 gallon, medium soil $ 10.02 Each PLANTS: Container, 2 gallon, medium soil S 16.47 Each $ PLANTS: Container, 5 gallon, medium. soil $ 29.38 Each $ - PLANTS: Seeding, by hand . S 0.44 SY $ PLANTS: Slips (willow, red -osier) $ 1.321 Each $ PLANTS: Stakes (willow) S 0.96 1 Each Rental'of decompacting machinery & operator $ 70.65 Hour Sand, coarse builder's, delivered and spread S 42.06 CY _ Staking material (set per tree) $ 7.00 Each 15 $ 105.00 $ Surveying, line & grade $ 605.44 DAY $ $ " Surveying, lot location &line; $ 11353.60 ACRE Surveyirig, topographical S 2,160.00 1 ACRE $ Tilling Lop§gLIjisk harrow, 2.0h Ira "-6" d ^$ _ -------------------------- Inspection, annual S 1,200-00 EACH Inspection, final $ 575.00 EACH $ Maintenance, semi-annual $ Maintenance, annual is Monitoring, annual $ 19200.00 EACH 5 $' 6,000.00 BondQuantitiesworksheet Sensitive Areas Bond Quantity Worksheet Page 4 august e, 1998 Watering, ' water, 50' soaker hose $ 3.62 S 2,000.00 MSF Acre 0.23 Irrigation - r,-.-,pa racy $ 460.00 Irrigation - buried s 4,500.00 Acre Fascines (willow) Each $ Logs, (cedar), w/ root wads, 16"-24" diam., 40' long s 1,000.0o Each $ _ Logs (cedar) w/o root wads, 16"-24" diam., 40' S 400.00 Each $ Logs, w/o root wads, 16"-24" diam., 40' long s 245.00 Each $ Logs w/ root wads, 16"-24" diam., 40' long S 460.0o Each $ Rocks, one-man $ 60.00 Each $ Rocks, two -man $ 85.00 Each Root wads $ 163.00 Each r $ - Spawning gravel, type A $ 22.00 CY $ _ Weir - log s 1.500.0o Each Weir -adjustable $ 2,000.00 Each Woody debris, large $ 163.00 Each $ Snags -anchored $ 400.00 Each Snags - on site $ 50.00 Each Snags -imported $ 800.00 Each :,.:: _"w3zTf_ ..f�•: � � :�e33?:8-..-M: � --awl ;-.,•�,-• �l�i � �__��33 �i.'�O- r7€-?f�::�w`x ..i'2'',i-s?•k:n?.:i?:tF r„ 3.:?vs=:-: �:�?-;i'a�' • .,i''.•�e'.c. s '' -3-' �c.: 4Wc•.S,y,.�-, �c-•- � is.;�. 8ackfill and Compaction -embankment S 4.89 CY $ _ Crushed surfacing, 1 1/4" minus $ 74.30 CY $ Ditching_ $ 7.03 CY $ - Excavation, bulk $ 1.30 CY Fence, slit $ 1.20 LF - Jute Mesh $ 1.26 SY $ Mulch, by hand, straw, 2" deep S 1.27 SY $ Mulch, by hand, wood chips, 2" deep $ 3.25 SY $ _ Mulch, by machine, straw, 1" deep $ 0:32 SY $: _ Piping, temporary, CPP, 6" $ 9.30 LF $ - Piping, temporary, CPP, 8" $ 14.00 LF $ Piping, temporary, CPP, 12" $ 18.00 LF $ Plastic covering, 6mm thick, sandbagged $ 2.00 SY $ - Rip Rap, machine placed, slopes $ 33.98 CY ' - $ Rock Constr. Entrance 100'xl5'xl' $ 2,546.68 Each Is_ Rock Constr. Entrance 50'xl5'xl' S 1,273.34 Each $ Sediment pond riser assembly s 1,695.11 Each $ Sediment trap, 5' high berm I S 15.57 1 LF $ Sediment trap, 5' high berm w/spillway incl. riprap $ 59.60 LF $ Sodding, 1" deep, level ground $ 5.24 SY $ Sodding, 1" deep, sloped ground $ 6.48 SY S Straw bales, place and remove S432.00 TON $ Topsoil, delivered and spread $ 35.73• CY $ BondQuantttlesworksheet Sensitive Areas Bond Quantity Worksheet Paae 5 Auoust 8" 1998 SUBTOTAL -(SUM ALL PAGES): S 9,202.31 2044 CONTINGENCY & MOBILIZATION: 3 1,840.46 TOTAL: E 11,042.77 BondQuantltlesWorksheet Sensitive Areas Bond Quantity WOrksheet - Page 6 August B,. 1996 SECTION 20. TOWNSHIP 21 N., RANGE 4E., W.M. Nil p ......... ............... A I .e. W. !I if 0 f I - — -------- %0/11 - ---------- ---------- - - 1. k _ ,.� �_ Ali -� ��� . J 71 I? foa I� .......... .... .. ....... ....... . N SCALE. 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Yli MYh]rtl "YL4"" �s REDIDTANT nlxNw IRRrwTEw LWDtSCAPE DATA rtTua� +nD•cAl PfGGDAASATDDDN o•e TauLa+oxAPE ua-A ,aa an.cA]u. r++corw T.In•cA� e•a PNA7UST-WEMANDBUITER RICLWED fRcnTAOE, PEWNETER PARmw Lm NID WETLAND BIKER LA]mxrwoY. �� 1fT ANIULKa.,ari NAnE aDOB�ONrtdnAR[D Aa ]D. r TAryD sP rm+L �...� A]mu �.'jCMRCtPNAWM9�Y YK —JPAreo E.E.� TED DEEDED AREA El if1 RE ED —EA m j/uY/jLy? � '^°"wA vTR B•B DEUOaD]D ll>EED >DAL, AtfRrYomTNRLW BIG LEAi MA]Y.E oRD1WT I¢DleTANf ARPA a. TI--'. ALL LANDxAPEO A,EAB B>TEI eARYJATEo LAWW e•e nHIrv1L NmDC<nE ATTEA TO BE IRRIGATED WTH ]]BJI x A PETa.ANart BaDGAnw areTTw �� Tx rrglm wwuTDa LAw .]c-., a.D.r] Brem .< Gnr PTFGOm.1 n a cON.Ew]we re�ED cTW+sw PrGm'BAReERRr ]. nlx PDG�C�T 1dGArYNPEDIv>GAL. BIB 1. DATA O u YN>Ei POo�fro>E ]A nDi PTDRVD.>rt.oc. AD PIw avaI[ RETAJED NOT OEu >DAL. 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Federal Way FINDINGS FOR PROJECT APPROVAL PROGRESSIVE INSURANCE CLAIM CENTER File No: 05-102387-00-UP Related File No: 05-102389-00-SE The following are findings for recommending approval of the proposed Progressive Auto Insurance Claim Center located at 34001 Pacific Hwy South, Federal Way. Project Description The applicant proposes to construct a 15,373 square -foot auto insurance claim center with outdoor fenced auto storage area and associated parking and landscaping improvements. Zoning for the subject site is Business Park (BP). The BP zoning district does not specifically list insurance claim centers as a permitted use. The use, however, is similar in impact and function to other uses that are permitted in the BP zoning district such as auto repair, equipment rental, and office use. Pursuant to Federal Way City Code (FWCC) 22-345-349, the Director has determined that the auto insurance claim center is a permitted use in the BP zone subject to the development standards of the vehicle service use (FWCC 22-866). The Federal Way Comprehensive Plan (FWCP) designation for the subject site is Business Park. 2. The subject site is an 8.27-acre lot located at 34001 Pacific Hwy South. The east portion of the lot is unimproved. The west portion of the lot is improved with a City -owned regional stormwater detention facility. The site is vegetated with grasses and underbrush. No fir trees or other native vegetation exist on site. The adjacent uses and zones are as follows: North: Unimproved property (future Kitts Corner Development), zoned Community Business (BC) South: Unimproved property, zoned BC. East: Business park, zoned BP West: Pacific Highway South 3. The responsible official of the City of Federal Way issued a Mitigated Determination of Nonsignificance (DNS) on November 9, 2005, pursuant to SEPA (File #05-102389-00-SE). The comment period ended on November 23, 2005, with no written comments received. The appeal period for the determination was completed on December 7, 2005, with no appeals filed. The Final Staff Evaluation for the Environmental Checklist, Federal Way File #05-102389-00-SE, is hereby incorporated by reference as though set forth in full. 4. A category H wetland is located on the west portion of the site. A major stream runs through the western portion of the site. Authority, subject to Process IV approval, has previously been granted to allow intrusion into the wetland/stream buffer/setback for storm and utility line placement. No additional improvements, other than replacement plantings, are proposed within the wetland buffer as a component of this application. 5. The proposed building meets the setback requirements of FWCC Sections 22-866, including 50-foot front yard setback and 20-foot side and rear yard setbacks. No maximum lot coverage is established. 6. Storm drainage facilities are required to be designed in accordance with all Core and Special Requirements outlined in the 1998 King County Surface Water Design Manual (KCSWDM) and the City of Federal Way addendum to the manual. Specifically, this site will be required to provide an on -site Water Quality Treatment Facility to meet the Resource Stream Protection Menu of the KCSWDM. Additionally, the area designated for storage of damaged vehicles must provide an oil - water separator vault, to aid in removal of petroleum -based fluids from entering the storm drainage system. 7. The Federal Way Public Works Department and Lakehaven Utility District have determined that the proposed access to the,public streets, utilities, and frontage improvements on the existing street and proposed new street will ensure that area streets and utilities are adequate to serve the anticipated demand from the proposal. Access to the site will be provided from South 340'h Street; a new roadway to be constructed partially by the applicant and extending west from the signalized intersection of Pacific Highway South and Enchanted Parkway. Location and design of the access point from South 340`h Street has been determined by the traffic division to be the optimal location and configuration. Pursuant to FWCC Section 22-1474, "Required Public Improvements," street improvements must be installed prior to occupancy, based on the right-of-way classification abutting the parcel to be developed; and, portions of the property must be dedicated when the existing right-of-way is less than that required by FWCC Sections 22-1524 and 22-1525. Pursuant to this requirement, frontage and safety improvements are required along as follows: Pacific Highway South must be improved to meet its street classification. This will include 45-foot pavement section from the street centerline to a required curb, gutter, six-foot planter strip with street trees, eight -foot sidewalk, three-foot utility strip, and streetlights (12-foot right-of-way dedication required). Half -street improvements for proposed South 340'h Street shall be constructed according to the requirements of Federal Way Public Works street requirements and standards, per City Standard Street Section `R,' and includes 24 feet of pavement, vertical curb and gutter, four -foot planter strip with street trees, six-foot sidewalk, and three-foot utility strip with street lights. This will require a right-of-way dedication of 40 feet along the north property line, extending from the east property line to the existing storm drainage easement for the regional detention facility. Modification to the existing traffic signals and/or installation of new signal poles and signal heads, and channelization, at the proposed intersection of South 340'h Street and Pacific Highway South (existing intersection of Pacific Highway South and 16'h Findings For Project Approval File No: 05-102387-00-UP/nog. 1.n. 33955 Progressive Insurance Claim Center Page 2 } Avenue South). Overhead utility lines along the property frontage on Pacific Highway South must be placed underground. Overhead utility lines may also interfere with the proposed new signal placed at the southeast comer of the intersection of South 340th Street and Pacific Highway South. These overhead lines may also need to be placed underground. 8. The minimum parking requirement for the proposed use in the BP zone is 28 stalls. The applicant proposes 54 stalls available for employee/customer parking and an additional 59 fenced stalls available for on -site vehicle storage. All stalls and drive aisles meet dimensional requirements. 9. Maximum building height for the proposed use in the BP zone is 55 feet. The approved elevations indicate the building will be well under the maximum allowable building height. 10. The trash enclosure area in the northwest corner of the parking lot meets code requirements in that it is screened, with a solid enclosure made of materials that match the building. Additionally, landscaping is provided around the perimeter of the enclosure. 11. Site and architectural design is consistent with FWCC Chapter 22, Article XIX, "Community Design Guidelines," based on provision of the following key design elements: Site Design a. FWCC Section 22-1634(d)(1) states primary building entrances should be visible from the right-of-way. The primary building entrance is located at the northeast corner of the building closest to the intersection of South 3401h Street and Pacific Highway South. The entrance is visible and accessible from both right-of-ways. b. The entrance to the building is connected to the public sidewalk of both 340'h Street and Pacific Highway by a separate paved route delineated by exposed aggregate concrete paving and separated from driving areas by landscaping, pursuant to FWCC Section 22-1634(d)(2). C. Site lighting elements are shielded to prevent spillage onto adjacent properties pursuant to FWCC Section 22-1634(g)(1). Building Design a. The building meets the facade modulation and screening options for all elevations longer than 60 feet and visible from a right-of-way or residential use. Two of four options must be incorporated into each elevation. On the subject site this provision is applicable to the south, north, and east elevations. 1. South elevation — The applicant proposes a combination of 1) fagade modulation, 2) foundation landscaping, and 3) canopies. The elevation includes five modulations (including the large drop-off canopy). Three modulations would typically be required on a frontage of this length. The drop-off canopy and the carport on the west side of the elevation function as canopies to break up the bulk of the elevation. Foundation landscaping is located strategically along the elevation where not conflicting with doors and windows. The combination of the three elements satisfies code requirements pursuant to FWCC Section 22-1635(b). Findings For Project Approval File No: 05-102387-00-UP/Doc. J.D. 33955 Progressive Insurance Claim Center Page 3 2. East elevation — The applicant proposes a combination of 1) facade modulation, 2) landscaping, 3) foundation landscaping, and 4) curved facade element. The elevation includes three modulations. The main portion of the east facade incorporates a large curved shape. A canopy is incorporated into the front of the building. Foundation landscaping is incorporated in three locations along the facade. The combination of all four elements satisfies and exceeds code requirements pursuant to FWCC Section 22-1635(b). 3. North elevation — The applicant proposes a combination of 1) facade modulation, 2) foundation landscaping, and 3) canopies. The elevation includes four modulations including the drop-off canopy. A faradd of this length would typically require three modulations. Two pedestrian canopies plus the auto - oriented drop-off canopy are proposed along the facade. Foundation landscaping is installed in three locations along the facade. The combination of the three elements satisfies code requirements pursuant to FWCC Section 22-1635(b). b. The proposed building elevations incorporate the following articulation elements pursuant to FWCC Section 22-1635(c): windows w/trim, overhangs, indentations, varied rooflines, cornices, and material and color variations. The proposed site layout and building design meets the intent of community design guidelines. 12. FWCC Section 22-1566(i) calls for 10 feet of Type II landscaping along the perimeter of the site. The approved landscape plan resubmitted October 8, 2005, shows required Type II landscaping around the perimeter of the site as required. Per code, 1,128 square feet of Type IV landscaping is required within the parking lot. The applicant proposes 3,979 square feet. All proposed parking lot landscape plants are drought tolerant, thus satisfying the requirements of FWCC Section 22-1564(f). Landscaping islands are located at the end of all parking rows. Additionally, landscaping is located around the perimeter of the fenced vehicle storage area. 13. No significant trees exist on site. No replacement trees are required. 14. The site layout and building design are found to be consistent with CPTED principles. 15. The applicant submitted a completed Hazardous Materials Inventory Checklist. Hazardous materials are not indicated to be stored on the site. Surface water from pollution -generating surfaces will be treated prior to discharge from site and will not enter ground water or aquifer. 16. The proposed site plan application, elevations, and attachments have been determined to be consistent with the FWCP, with all applicable provisions of the FWCC, and with the public health, safety, and welfare. The streets and utilities in the area of the subject property are adequate to serve the anticipated demand from the proposal, and the proposed access to the subject property is at the optimal location and configuration for access. The proposed development is consistent with Process I11, Project Approval, decisional criteria required under FWCC Section 22-395(b). Findings For Project Approval File No: 05-102387-00-UP/noo.I.n. 33955 Progressive Insurance Claim Center Page 4 Final construction drawings will be reviewed for compliance with specific regulations and other applicable City requirements. This decision shall not waive compliance with future City of Federal Way codes, policies, and standards relating to this development. Prepared by: Isaac Conlen, Associate Planner Date: December 9, 2005 Findings For Project Approval File No: 05-102387-00-UP/n«.I.U.33955 Progressive Insurance Claim Center Page 5 ON 'l cr — TDT& CNM Lll 1 W-r (50 M %ml m m OF em= 3S-a) -+~- I OAYOP,`. 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Federal December 9, 2005 Todd Hamula Zaremba Group, LLC 14600 Detroit Avenue, Suite 1500 Cleveland, OH 44107 FILE CITY HALL 33325 8th Avenue South • PO Box 9718 y Federal Way, WA 98063-9718 (253) 835-7000 www.cityoffederalway.com RE: Permit #05-102387-00-UP; PROGRESSIVE SERVICE CENTER 34001 Pacific Hwy South, Federal Way Dear Mr. Hamula: The City of Federal Way has completed the administrative review and hereby issues approval of the proposal to construct a 15,373 square -foot auto insurance claim center with outdoor fenced auto storage area and associated parking and landscaping improvements. The site plan and landscaping plan, submitted on October 18, 2005, are hereby approved per the enclosed Findings for Project Approval. Additional requirements may be provided as City departments review the building permit. REVIEW PROCESSES REQUIRED The site is located in a Business Park (BP) zoning district. The auto insurance claim center use is permitted in this zone by interpretation subject to Federal Way City Code (FWCC) Section 22-345-349, (see finding 1, enclosed). The subject proposal is reviewed through the Process III, Project Approval, process when SEPA review is required. Project approval does not grant license to begin any type of site work. PROCEDURAL INFORMATION The applicant must submit to the City a complete building permit application for the development activity, within one year after the final decision on the matter, or the decision becomes void. The applicant must substantially complete construction for the development activity within five years after the final decision of the City, or the decision becomes void. An extension may be granted, pursuant to FWCC Section 22-409, through a written request submitted to the Department of Community Development Services (33325 811 Avenue South, PO Box 9718, Federal Way, WA 98063-9718), at least 30 days prior to the expiration of the decision. Any person who received a copy of this decision may appeal this decision. The appeal must be in the form of a letter delivered to the Department of Community Development Services (address above), and be accompanied by the established fee, within 14 calendar days after the effective date of the decision. The effective date of decision is December 7, 2005. The appeal letter must contain a clear reference to the matter being appealed and a statement of the factual findings and conclusions of the Director of Community Development disputed by the person filing the appeal. This decision shall not waive compliance with City of Federal Way codes, policies, and standards relating to this development. Also, be advised that various performance and maintenance bonds may be required for the project. Any bonds or other agreements as required must be completed prior to issuance of any Mr. Hamula December 9, 2005 Page 2 related construction permits. A cash deposit may also be required to cover the City's potential expenses, if necessary, for obtaining and using the proceeds of any bond. The cash deposit will be refunded following satisfactory completion of all bond requirements. If you have any questions regarding this decision, please call Isaac Conlen, Associate Planner, at 253- 835-2643. Sincerely, Kathy McClung, Director Community Development Services enc: Findings for Project Approval Approved Site Plan, resubmitted 11/17/05 Approved Elevations, resubmitted 10/18/05 Approved Landscape Plan, resubmitted 10/18/05' c: Isaac Conlen, Associate Planner Kevin Peterson, Engineering Plans Reviewer Sarady Long, Traffic Analyst Greg Brozek, Federal Way Fire Department Brian Asbury, Lakehaven Utility District 05-102387 Doc. LD. 33954 Isaac Conlen-Progressive Site Page 1 From: Isaac Conlen To: Don Hill Date: 8/29/2005 9:26:35 AM Subject: Progressive Site Hi Don. Nice job on the resubmittal. My only remaining issue is design guidelines on the north and south elevations. The design features you've added get you 90% of the way there. However, on both the north and south facade I would feel more comfortable with the proposal if landscaping were added in the remaining blank areas. On the north side this would include the area just west of the drop-off canoppy and the area beginning inside the gate to the last door. On the south side this would include the area just west of the drop-off canopy and the area west of the garage door to the carport. In my opinion these additions would satisfy design guidelines to the best of your ability given the type of use we're dealing with. The cost estimate on the wetland plantings looks reasonable. The bond will be tied to the building permit. We can discuss what is needed in more detail prior to your building permit submittal. All other departments are signed off on land use approval except Traffic Division. As soon as Traffic gets things squared away with your traffic engineer we'll be ready to issue a mitigated determination of nonsignificance followed by approval of the land use permit (my recommendation on land use approval is reviewed by my supervisor). Lastly, Traffic Division asks that the following changes be made to the environmental checklist: 14 (d) - Transportation: Revise this section to include signal modifications at SR 99/S 340th Street to allow safe access. 14 (g) — Transportation: Revise this section to include pro-rata share contribution of $10,400 toward the 2006-2011 TIP project and signal modifications at SR 99/S 340th Street for safe access. Verity all data are consistent with the revised TIA. Let me know if you have any questions. (253) 835-2643. CC: Sarady Long ,� Federal Way DATE: August 23, 2005 TO: Isaac Conlen FROM: Kevin Peterson i�- SUBJECT: PROGRESSIVE SERVICE CENTER - (05-102387-00-UP) 34001 PACIFIC HWY S MEMORANDUM Public Works Department Public Works Development Services has no comments on the August 10, 2005 re -submittal materials. .AhCITY OF ,. Federal Way DATE: July 7, 2005 TO: Isaac Conlen, Associate Planner Kevin Peterson, Engineering Plan Reviewer FROM: Sarady Long�� SUBJECT: MAGGI EADOW - (05-103028-00-SU) NO S DRESS* MEMORANDUM Public Works Department I have finished reviewing the submitted revised Traffic Study (TIA) prepared by The Transpo Group dated, May 20, 2005. Based on my review of the submitted materials, the applicant traffic engineer should response to the following comments and make appropriate revisions to the TIA. 1. Figure 4 —The existing PM Peak Hour volumes at SR 161/S 348 h Street is lower than the previous 2005 count. Staff believes this is due to the truck stop closures. 2. Cross street for intersection #1 and #2 is not correct. Revise intersection #1 to SR 99/16th Ave S and intersection #2 to S 344`h St./16`h Ave S. 3. Page 8 —The intersection of S 3440' St./16`h Ave S is not a "T" intersection. 4. Please verify and update transit service serving the site. Transit route 106 does not exist in Federal Way and router 949E may not serve the site. SeaTac Mall has been changed to the Commons. Any reference to the mall should be referred to as the Commons. 6. Page 13 — Trip Generation. Please provide estimated numbers of full time employees at the site and hour of operation. 7. Please note, the Level of Service (LOS) analysis should be as follow— (1) Existing condition, (2) 2006 Base Year + pipeline + funded TIP, and (3) 2006 Base Year with project + pipeline + funded TIP. If there is deficiency in (3), additional improvements should be identified. 8. LOS Analysis — Peak hour factor (PHF) used in the LOS analysis is not correct. Please follow the established TIA Guidelines Section V. (B). Any deviations from the guidelines would need approval from the City Traffic Engineer. 9. Page 19 — The 2006 horizon year analyzed one peak period, however the TIA indicated two peak hours. Please verify. 10. Page 20 — Parking. The Public Works Traffic Division does not review parking demand studies. Planning Department will review and provide technical comments on this issue. Traffic staff will be happy to provide assistance if needed but will not make the final decision. Based on my review, a parking study from the two sites in Texas should be provided as a comparison. 11. Page 21 — Mitigation measures. Staff concurs with the TIA proposal to modify the signal at SR 99/16'h Ave S and construct the west leg of this intersection to allow access. The signal must be constructed to all applicable standards and must be approved by the city. Please note, additional improvements may be needed and will be addressed during the signal design. 12. Page 21— Mitigation Measures. Staff concurs with the pro-rata share calculation. Based on the total 27 new PM Peak Hour Trip of which 23 trips will impact the S 3480' St./SR 161 TIP project, the applicant's fair share contribution is $15,600. Environmental Checklist: 14 — Transportation (g) — Please add the following to this section. Contribute pro-rata share contribution of $15,600 toward TIP project and refer to the TIA as well. L:\CSDC\DOCS\SAVE\ 185 3 0025 066.DOC CIT 1�k Federal Way July 13, 2005 Todd Hamula Zaremba Group, LLC 14600 Detroit Avenue, Suite 1500 Cleveland, OH 44107 RE: Permit #05-102387-000-00-UP; PROGRESSIVE SERVICE CENTER 34001 Pacific Hwy South, Federal Way Dear Mr. Hamula: r� CITY HALL FILE 33325 8th Avenue South • PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www.cityoffederalway.com The Planning Division has completed an initial review of your Use Process III and SEPA application and has the following comments. Please see (enclosed) memos from Public Works Traffic Division as well. Coordinate directly with Federal Way Fire Department. General Comments 1. As previously noted, a use interpretation is required to allow an insurance claim center in the BP zoning district. Pursuant to Federal Way City Code (FWCC) Section 22-349, the interpretation shall be incorporated into the Director's decision on the associated Use Process III application. As previously indicated, the City supports your requested interpretation to allow the auto insurance claim center use in the Business Park zone, but a formal decision can not be issued until the Use Process III decision is issued. 2. The proposed building satisfies setback requirements. As an FYI, the building must be setback 50 feet from the front property line, but parking stalls may be located within this area if you desire to adjust site layout. 3. Building height is within the range allowed by code. 4. Please show the location of the stream and stream setback on the site plan. Site signage to be reviewed under separate permit application. 6. Please confirm that all easements disclosed in the title report are shown on the site plan. 7. Where is the truck loading/service area on the site? This area must be screened with Type I landscaping if visible from right-of-way or non-industrial/manufacturing land uses. Parking 8. As noted at the preapplication meeting, parking for this use is not addressed in code as the use is not identified. You have based your parking calculations on similar uses, which may be appropriate; however, the subject use may generate a higher demand. Please provide a parking demand analysis based on comparable uses of a similar size. l�r.,�nula July 13, 2005 Page 2 Will rental vehicles be parked in the enclosed parking area only? 10. Parking and drive isle dimensions satisfy code requirements. Landscaping 11. Groundcover is required in parking lot planting islands. Please revise landscape plan accordingly. 12. Additional tree plantings are required in the Type II perimeter landscaping buffer. See enclosed red lined drawing (Engineer only). Please revise accordingly. 13. The proposed fence surrounding the vehicle storage area is acceptable. Supplementary landscaping should be installed on the outside of the fence, including along the west border of the fenced area, to screen the area from view on adjacent properties, when improved. Type II landscaping is proposed around most of the fence with several gaps noted on enclosed landscaping plan. Please revise accordingly. 14. Please add an additional tree to the landscape islands in the northwest corner of the site and midway along the north property line (islands over 150 sf require an additional tree). 15. The symbol used for the irrigated sod area is the same as the non -irrigated. Please correct. Wetland/Stream Buffer Intrusions 16. Intrusion into the wetland buffer and stream setback area has been approved pursuant to permit 01- 103406. All work within this portion of the site shall be conducted pursuant to the conditions of approval for this permit and approved wetland buffer restoration plan. The approved buffer restoration plan shows plantings within 30-foot strips centered over the proposed intrusions into the buffer. The submitted landscaping plan shows less than 20 feet of landscaping in these areas. Additionally, the plantings shown on the submitted landscaping plan are not consistent with those shown on the approved buffer restoration plan. Please revise accordingly. Please submit a cost estimate for implementation of the buffer revegetation plan. A bond for 120 percent of the estimated cost shall be required prior to commencement of construction on site. Community Design Guidelines 17. The site plan shows pedestrian paths from the right-of-way to the building entrance as required by code. Approved materials for walkways include those listed in FWCC Section 22-1634(d)(2). Concrete as shown on the drawings is not included (unless exposed aggregate). Please revise accordingly. 18. Pursuant to FWCC Section 22-1635(b), elevations visible from a right-of-way shall incorporate two of the four modulation/screening elements (fagade modulation, landscape screening, canopy or arcade, or pedestrian plaza). This provision applies to the north, south, and west building elevations. East (front) Fagade The submitted design narrative states that the curved entrance fagade should be considered a method of meeting the modulation requirement. This feature in conjunction with the offset canopies satisfies one (modulation) of the two required elements. A second element is not addressed in the narrative and does not appear to be shown on the elevation drawings. Please revise accordingly. 05-102387 Doc. LD. 32308 Mr. Hamula July 13, 2005 Page 3 North Fagade The north fagade has a drop-off canopy running approximately 1/4 of the fagade. This fagade incorporates one large structural modulation. The narrative indicates there is ground landscaping along the north fagade, but it is not shown on the site or landscape plan. The drop-off canopy does not satisfy the canopy/arcade option as proposed. The canopy/arcade must extend a minimum of 50 percent of building length. Also, the intent of this provision is to provide a pedestrian scaled feature covering a walkway. We would, however, consider the canopy feature to be a second building modulation along this fagade. The length of this fagade is 195 feet. The modulation option requires a modulation every 60 feet. Even counting the canopy extension as a second modulation feature, at least one more modulation is required. A second element of the four options is required. In general, this elevation has little detailing and has the appearance of a large blank wall, west of the building entrance area. Some form of treating the blank wall is required. South Fagade The south fagade is not addressed in the narrative. This fagade has one modulation (counting the canopy). No other design features are incorporated. Additional modulation and a second element of the four options are required. Again, there is little treatment of the large blank walls along this elevation. 19. The narrative provides little discussion relevant to FWCC Section 22-1635(c), methods of articulation. Slight changes in color and materials are proposed, and windows are incorporated into the east and a portion of the north fagade. Please indicate how this code section is satisfied on all three relevant elevations (north, south, and east). Please provide the enclosed resubmittal form, a cover sheet that addresses the items above, and revised plans and drawing (four sets). Please contact me if you have any questions. I can be reached at 253-835-2643. Si7,e"G e�6 Isaac Conlen Associate Planner enc: Resubmittal Form Red Lined Landscaping Plan (Engineer only) C. Don Hill, Triad and Associates Raid Tirhi, Senior Traffic Engineer Kevin Peterson, Engineering Plans Reviewer Scott Sproul, Acting Assistant Building Official Greg Brozek, Federal Way Fire Department Brian Asbury, Lakehaven Utility District 05-102387 Doc ID. 32308 CITY or - Federal Way DATE: June 6, 2005 MEMORANDUM Public Works Department TO: Isaac Conlen FROM: Kevin Peterson SUBJECT: PROGRESSIVE SERVICE CENTER - (05-102387-00-UP) 34001 PACIFIC HWY S Public Works Development Services has review the May 20 submittal for the above -referenced project, and finds the application complete, with the following request for additional information: 1) Provide the following on the civil site plan cover sheet: Total Lot area, Total Buildable' lot area (area east of wetland buffer, and less area for right-of-way dedications), Total Impervious area of site. 2) The S 340th St right-of-way dedication shall extend to the eastern boundary of the existing permanent storm drainage easement line. 3) The oil/water separator must be preceded by a pre -settling device, such as a StormCeptor, or StormGate Separator, capable of bypassing high -flows. The following are Technical Review comments only, but do not need to be addressed for Land Use Approval or SEPA Determination: 1) Streetlights are required on Pacific Highway South. 2) Street section A -A (Pac Hwy S), should show 3.5 inches of Class A asphalt over 10 inches of Class E asphalt. 3) The taper at the southerly end of the Pac Hwy S improvements shall be calculated as WS2/60. 4) The street trees listed for Pac Hwy S are not from the approved City Street Tree List (City Standard Detail 3-48). 5) The civil engineer should evaluate the landscaping shown over/near the storm drain system, and determine if allowed per the requirements of the 1998 King County Surface Water Design Manual (KCSWDM). 6) The storm drainage easement should terminate at the southern edge of the right-of-way to be dedicated for S 340th St (see #2, Land Use Approval comment, above). At this time, I have no comments relating to the SEPA Checklist. FILE CITY OF �. Federal June 13, 2005 CITY HALL 33325 8th Avenue South • PO Box 9718 Way Federal Way, WA 98063-9718 (253) 835-7000 www.cityoffederalway.com Todd Hamula Zaremba Group, LLC 14600 Detroit Avenue, Suite 1500 Cleveland, OH 44107 RE: Permit #05-102387-000-00-UP; PROGRESSIVE SERVICE CENTER 34001 Pacific Hwy South, Federal Way Dear Mr. Hamula: On May 20, 2005, the City of Federal Way's Department of Community Development Services received your Use Process III application and State Environmental Policy Act (SEPA) checklist for construction of a 13,500 square -foot auto insurance claim center and associated site improvements. Pursuant to the development application submittal requirements established in Federal Way City Code (FWCC) Sections 22-389 and 18-49, the City has 28 days to determine whether your application is complete. Complete Application Pursuant to FWCC, your application is deemed complete as of June 13, 2005, based on the submittal requirements for State Environmental Policy Act (SEPA) and Process III Project approval. A 120-day time -line for reviewing the project has started as of this date. The City has 120 days from the date that an application is deemed complete to take action on the application. As you are aware, the 120-day time -line may be stopped if the City determines that additional information is needed to meet the requirements of the FWCC. Having met the submittal requirements, pursuant to the FWCC, a Notice of Application will be published in the Federal Way Mirror within 14 days, and other public notice will be given based on City procedures. If you should have any questions regarding this letter or your development project, please feel free to contact me at 253-835-2643. Sincerely, C___ t Aoc, a4,_� Isaac Conlen Associate Planner c: Scott Sproul, Acting Assistant Building Official Kevin Peterson, Engineering Plans Reviewer Raid Tirhi, Senior Traffic Engineer Greg Brozek, Federal Way Fire Department Brian Asbury, Lakehaven Utility District 05-102387 Doc I D. 31906 FILE CITY OF Federal Way NOTICE OF LAND USE APPLICATION Name: Progressive Insurance Claim Center Description: The applicant proposes construction of a 13,500 square -foot auto insurance claim center with outdoor fenced auto storage area and associated parking and landscaping improvements. Applicant: Zaremba Group LLC, Todd Hamula, 14600 Detroit Avenue, Ste 1500, Cleveland, OH 44107 Location: 34001 Pacific Hwy South, Federal Way Staff Contact: Associate Planner, Isaac Conlen, 253-835-2643 Date Application Received: May 20, 2005 Date of Notice of Application: June 18, 2005 Date Determined Complete: June 13, 2005 Comment Due Date: July 2, 2005 Permits Required by this Application: Process III Approval (File #05-102387-000-00-UP), Environmental Review (File #05-102389-000-00-SE) Relevant Environmental Documents are Available at the Address Below: X Yes _ No Development Regulations and City Plans to be Used for Project Review and Consistency Known at This Time: The project will be reviewed for consistency with all applicable codes, policies, and regulations, including Federal Way City Code (FWCC) Chapter 18, "Environmental Protection'; FWCC Chapter 19, "Planning and Development"; FWCC Chapter 20, "Subdivisions"; FWCC Chapter 21, "Surface and Stormwater Management"; FWCC Chapter 22, "Zoning"; Federal Way Comprehensive Plan (FWCP); King County Surface Water Design Manual; King County Road Standards; and International Building, Fire, and Mechanical Codes. The official project file is available for public review at the Department of Community Development Services (33325 8 h Avenue South, PO Box 9718, Federal Way, WA 98063-9718). Any person may submit written comments on the land use application or the environmental impacts of the proposal to the Director of Community Development Services by 5:00 p.m. on July 2, 2005. Only persons who submit written comments to the Director, or specifically request a copy of the Process III decision, may appeal the Process III decision. Details of appeal procedures for the Process III decision will be included with the written decision. Published in the Federal Way Mirror on June 18, 2005. 05-102397 DDc, I.D. 31904 �i SITE a pi1f0 W 2 S O S 348TH ST. �i Z FEDERAL WA Y a VICINITY MAP NOT TO SCALE CITY OF Federal Way DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8th Avenue South PO Box 9718 Federal Way WA 98063-9718 253-835-7000; Fax 253-835-2609 www.cityoffedercilwoy.com DECLARATION OF DISTRIBUTION I, i a ar x hereby declare, under penalty of perjury of the laws of the State of Washington, that a: 0 Notice of Land Use Application/Action ❑ Notice of Determination of Significance (DS) and Scoping Notice ❑ Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ Notice of Mitigated Environmental Determination of Nonsignificance (SEPA, MDNS) ❑ Notice of Land Use Application & Anticipated DNS/MDNS ❑ FWCC Interpretation ❑ Other was �f mailed ❑ faxed 1-7 2005. Project Name ❑ Land Use Decision Letter ❑ Notice of Public Hearing before the Hearing Examiner ❑ Notice of Planning Commission Public Hearing ❑ Notice of LUTC/CC Public Hearing ❑ Notice of Application for Shoreline Management Permit ❑ Shoreline Management Permit ❑ Adoption of Existing Environmental Document ❑ e-mailed and/or ❑ posted to or at each of the attached addresses on File Number(s) -UP 05 - Ja $9- S E Signature Date . ( - f 7 - 0 5 K:\CD Adminlstraflon Flles\Declaratlon of DlsNbuflon.doc/Last printed 12/22/2004 3:19 PM Jam and Smudge Free Printing www.averycom AV WO mom Use Ati,ery® TEMPLATE 596OTm 1-800-GO-AVERY, James E Merl' 167 Hi d Dr 2�S e, WA 99109 iOd�sr 02104 9001 Wayne B & Dagmar Q Knight, 1201 Pacific Ave #1200 3�1 Tacoma, WA 98402 202104 9004 HAZ LLC COD34211 Pacific Hwy S Federal Way, WA 98003 202104 9053 W J Chase 336 Shore Dr Camano Island, WA 98282 202104 9072 E Curtis Nelson 627 E Fr Ave SpQluffie, WA 99208 •2 2104 9090 VALMET INC -�-- v v 11 34315 16d Federal, ay, WA 98003 3�0,21 a4 9093 Michael A Pattison 4604 SW 327th PI Federal Way, WA 98023 202104 9119 PATTISON WEST SKATING _ NTER 34222 Pacific Hwy S Federal Way, WA 98003 202104 9137 H L Frease V C11 PO Box 40 oil f -er � Federal ay, WA 98063 7 Sun Do & Yong Lim Chung 25420 39th Pl _ Kent, W 032 -'` 1i ':�Vlt�-- 212 �9017 Sun Do & Yong Lim Chung 25420 39th PIS_.�, Kent, WA- -986 2 ` 't 2121.04116017 HAZ LLC 34211 Pacific .Hwy S FederaLWay, WA 98003 202104 9053 Ralph O Jones PO Box 2000 Belcourt, ND 58316 0 202104 9080 VALMET INC,.- 34315 16%.AV6 S �a a Federal flay, WA 98003 OV I C :202104 9093 -^' VALMET INCC-� 34315 16th<ve S Federal Way, WA 98003 02104 9093 Michael A & Larry W Pattison 4604 SW 327th PI Federal Way, WA 98023 202104 9120 James A Maclmer ! S 343rd Fedeede ral_ , WA WA 98003 2O 1 Sun Do & Yong L ung 25420 39 V V ( D Ken 98032 PA2104 9017 ���� -30O Sun Do & Yong Lim Chung 25420 39th PJ-S' y t Kent,8032_2411✓''9:Fc� 04 9017 Sun Do & Yong Lim Chung 25420 39th Pl'S,r Kent, W�8032 21.2104 9017 Orville & Victoria Cohen PO Box 4607.3 I��] Seattle, WA 98146 202104 9052 Gerald R Foss o „o 3915 47th Sty,; �f Gig_FI or, WA 98335 202104 9063 E Curtis Nelson L)o L D 627 E ve iej�^ S 8 .02104 9086 VALMET IN C� 1T-�PJr� a 34315 16t4,AVe S Fed!xal'Way, WA 98003 -o`- nr c 202104 9093 =' Orville & Victoria Cohen PO Box 46073 Seattle, WA 98146 202104 9100 Richard L Degroutt PO Box 690 v 0 ► Raven d WA 98051 UQ f/ � 1 Z02-Iti4 9125 Richard Degroot V 0 %0 PO Box 690 00c.r ,f Raven Oaie WA 98051 20�,M4 9168 Sun Do & Yong Lim Chung 25420 391h P Ke 98032 '`' 12f2-1'04 9017 Sun Do & Yong Lim Chung 25420 39th P • �+�pltila 4 Kent, 8032 212,04 9017 Sun Do & Yong Lim Chung 25420 39th P S' Ken 98032 2 104 9017 Aa3AV-O9-008-L .096S Wege6 el zesnan m096S @AUS AV a worAaene•MMM apldej 86e439s g;a 96eiinogltue uolssaidwl Jam acid Smudge Free Printing www.averytflm S A� � 5960TM Use Avery® TEMPLATE 5960T- 1-800-GO-AVERN George G Cob 'M ` E 1607 S 3 Pl b V C2ro� Fed Way, WA 98003 3 0380 0010 FWASC LLC V o %'t9 PO Box 890 eves -ate Black • ond, WA 98010 9 0 0010 BAYVIEW INN PARI >ERS LP 244 Kearny St San Fr ' ❑, CA 94108 9 0080 UU CAMPUS BUSINESS PARKS LLC 14100 SE 36th St #200 �1 Bellevue, WA 98006 (��J 926480 0110 CAMPUS BUS S8LC 14100 SE 3 t #200 Belle , WA 98006 80 0110 Frito-Lay 3131 S Vau$1wWay #3�71 Aurora, CO 80014 9264180 0120 SPECTRUM BUSINESS PK & SPECTRU INSTITUTE FOR FAMILY DEV 3620 100th St SW #A 34004 16th Ave S #200 Tacoma, WA 98499 Federal Way, WA 98003 + 390380 0150 390380 0160 RASKIN FAMILY TIC DINGS LLC BAYVIEW INN P NERS LP 10900 NE 4th St #850 244 Kearn `ia %a Bellevue, WA 98004 San Cisco, CA 94108 DW V 3w' 926480 0020 6480 0080 BAYVIEW INN PARTNERS LP 244 Kearny S 'D,ti()1iutV_- San Fr co, CA 94108 92640080 CAMPUS BUSINE LLC 14100 SE 36 200 Bell A 98006 9M480 0110 Frito-Lay 3131 S Vaughn Way #301 Aurora, CO 80014 0� 926480 0120 Frito-Lay roc 3131 S Vau ay #301 Aurorae 80014 92640 0120 FEDWAY ASSOCIATES LP 1133 164th St SW #107 C-D7 Lynnwood, WA 98037 926480 0090 CAMPUS BUSINESS PARKS LLC 14100 SE 36 200 Dt I BelIevu A 98006 9264<00110 Frito-Lay������ 3 13 1 S Va Way #301 Aur O 80014 ,92f480 0120 ORION IND ES INC 33926 9 Ve S n 10 Fe*Ai Way, WA 98003ajQr -3 01 926480 0125 mN65 (R)AH3AV o wog tiaArmmm apidej 96eg3p @ 3a aBeynoglu., nssaidwl Impression antibourrage et a sechage rapide www.avery.com I AVF-RY& 51600 Utilisez le gabarit 51600 �� 1-800-GO-AVERY� v 202104-9041 Larry & Janet Pattison 5301 Talbot Road South #K101 Renton WA 98055 AH3AV-O9-008-1 @09LS 3.1.'didW3J. ®i(aaAv ash (DOM 6AUBA W wortiane-Au" 6ul4u'Jd aat3 a6pnw5 pue wer Impression arrtibourrage et a s�chage re www.avery.com Q AVERY® 51600 UdIm le & 5160 1 �w 1-800-GO-AVERT 212104-9050 r City of Federal Way 33530 First Way Soul Federal Way WA 98003 (DOM ILVI IL oAaany ash -1 AM"-O9-008-L 6ui1uiad as A a5pnwg pue wet � �i^ n e * O _ vol -4- f I /yam •$� A ar,s+� �u�J-J/ cet•ie rapt Z, It • age, / „r i az LU10 N r pE Vl' �L L° L by 1Lo ` O y.73 SL BO 1 w u a 7� — ix _ on I j ^ --N.69-4 -26 W. -- — 1313. 91 �•. eLA .0-e.+o7 k z T.Phc �� ~` .?• ?dQ4 K. 60 ro �n l ••• 67l•F2.1JE� I ` _ \I ,�,ys .V p&eAfAENY eYsmr S i P�Tr•_ • r - d�.L {w F ' • M \, s `�� yor x 0,7 S/ �titi / • N i•F�lJ ' 528•po _-•1 SLB-4b-Q)i /0J4437:TAc r3s0 �L1` a u,� jrr� , S�itRa Ti p k pe rye sq[r•lLnur ESKr y' f &.Ote44r 1 t, n" •� "�, ' } 19,A1r . 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L �` 41k CITY Federala� Way DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8th Avenue South PO Box 9718 Federal Way WA 98063-9718 253-835-7000; Fax 253-835-2609 www.ciiyoffederalway.com DECLARATION OF DISTRIBUTION I, hereby declare, under penalty of perjury of the laws of the State of Washington, that a: 1. Notice of Land Use Application/Action ❑ Notice of Determination of Significance (DS) and Scoping Notice ❑ Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ Notice of Mitigated Environmental Determination of Nonsignificance (SEPA, MDNS) ❑ Notice of Land Use Application & Anticipated DNS/MDNS ❑ FWCC Interpretation ❑ Other ❑ Land Use Decision Letter ❑ Notice of Public Hearing before the Hearing Examiner ❑ Notice of Planning Commission Public Hearing ❑ Notice of LUTC/CC Public Hearing ❑ Notice of Application for Shoreline Management Permit ❑ Shoreline Management Permit ❑ Adoption of Existing Environmental Document was ❑ mailed ❑ faxed Me -mailed and/or ❑ posted to or at each of the attached addresses on �w+ ) 2005. Project Name f i -11 File Number(s) b5- 10.) 38 7• UP, 0 s -/0 a 3 S t Signature Date -0s K:\CD Administration Flles\Declaration of Dfstrfbutlon.doc/Last printed 12/22/20043:19 NA CITY OF Federal Way NOTICE OF LAND USE APPLICATION Name: Progressive Insurance Claim Center Description: The applicant proposes construction of a 13,500 square -foot auto insurance claim center with outdoor fenced auto storage area and associated parking and landscaping improvements. Applicant: Zaremba Group LLC, Todd Hamula, 14600 Detroit Avenue, Ste 1500, Cleveland, OH 44107 Location: 34001 Pacific Hwy South, Federal Way Staff Contact: Associate Planner, Isaac Conlen, 253-835-2643 Date Application Received: May 20, 2005 Date of Notice of Application: June 18; 2005 Date Determined Complete: June 13, 2005 Comment Due Date: July 2, 2005 Permits Required by this Application: Process III Approval (File #05-102387-000-00-UP), Environmental Review (File #05-102389-000-00-SE) Relevant Environmental Documents are Available at the Address Below: X Yes _ No Development Regulations and City Plans to be Used for Project Review and Consistency Known at This Time: The project will be reviewed for consistency with all applicable codes, policies, and regulations, including Federal Way City Code (FWCC) Chapter 18, "Environmental Protection"; FWCC Chapter 19, "Planning and Development"; FWCC Chapter 20, "Subdivisions"; FWCC Chapter 21, "Surface and Stormwater Management"; FWCC Chapter 22, "Zoning"; Federal Way Comprehensive Plan (FWCP); King County Surface Water Design Manual, King County Road Standards; and International Building, Fire, and Mechanical Codes. The official project file is available for public review at the Department of Community Development Services (33325 8`h Avenue South, PO Box 9718, Federal Way, WA 98063-9718). Any person may submit written comments on the land use application or the environmental impacts of the proposal to the Director of Community Development Services by 5:00 p.m. on July 2, 2005. Only persons who submit written comments to the Director, or specifically request a copy of the Process III decision, may appeal the Process III decision. Details of appeal procedures for the Process III decision will be included with the written decision. Published in the Federal Way Mirror on June 18, 2005. 05-102387 Doc. LD. 31904 Page 1 of Tamara Fix - Legal Notice _. - -- --- ---__ —.., . _ ------ _ - == = From: Tamara Fix To: admin@fedwaymirror.com Date: 6/15/2005 9:07 AM Subject: Legal Notice CC: dgrigg@soundpublishing.com may have some more, but here is a legal notice for Saturday. Please publish the following legal notice (Progressive NOA #05-102387) in Saturday's (June 18, 2005) issue. Please furnish. an affidavit of publication. Tamara Fix Administrative Assistant City of Federal Way PO Box 9718 Federal Way, WA 98063-9718 253-835-2602 f e c e e g of c e g e ID MHUMFOlt Your Community Newspaper - Affidavit of Publication Debbie Kaufman, being first duly sworn on oath, deposes and says that she is the Publisher of The Federal Way Mirror, a semi -weekly newspaper. That said newspaper is published in the English language continually as a semi -weekly newspaper in Federal Way, King County, Washington, and is now and during all of said time has been printed in an office maintained at the aforementioned place of publication of said newspaper. That the annexed is a true copy of a legal advertisement placed by City of Federal Way L-908 as it was published in regular issues (and not in supplemental form) of said newspaper once each week for a period of one consecutive week(s), commencing on the 18th day of june, 2005 , and ending on the 18th day of June, 2005 , both dates inclusive, and that such newspaper was regularly distributed to its readers during all of said period. That the full amount of the fee charged for the foregoing publication is the sum of 9 .30 which amount has been paid in full, or billed at the legal rate according to RCW d5.1 d.090 Subscribed to and sworn before me this 23rd day of June 2005. Notary Public in and for the State of Washington, Residing at Federal Way i •� 1414 SO. 324TH STREET, SUITE B210, FEDERAL WAY, WA 98003 ■ 253-925-5565 i FAX: 253-925-5750 CITY OF FEDERAL WAY NOTICE OF LAND USE APPLICATION Name: Progressive Insurance Claim Center Description: The applicant proposes con- struction of a 13,500 square -foot auto insu- rance claim center with outdoor fenced auto storage area and associated parking and landscaping improvements. Applicant: Zaremba Group LLC, Todd Ha- mula, 14600 Detroit Avenue, Ste 1500, Cleveland, OH,44107 Location: 34001 Pacific Hwy South, Federal Way Staff Contact: Associate Planner, Isaac Conlen, 253-835-2643 Date Application Received: May 20, 2005 Date of Notice of Application: June 18, 2005 Date Determined Complete: June 13, 2005 Comment Due Date: July 2, 2005 Permits Required by this Application: Pro- cess III Approval (File #05-102387-000.00- UP), Environmental Review (File #05- 102389-000-00-SE) Relevant Environmental Documents are Available at the Address Below: X Yes No Development Regulations and City Plans to be Used for Project Review and Con- sistency Known at This Time: The prbiect will be 'reviewed for consistency with an ap- plicable codes, policies, and regulations, in- cluding Federal Way City Code (FWCC) Chapter 18, "Environmental Protection FWCC Chapter 19, 'Planning and Develop- ment"; FWCC Chapter 20, "Subdivisions"; FWCC Chapter 21, "Surface and Stormwater Management"; FWCC Chapter 22, "Zoning"; Federal Way Comprehensive Plan (F-WCP); King County Surface Water Design Manual; King County Road Standards; and Interna- tional Building, Fire, and Mechanical Codes. The official project file is available for public review at the Department of Community De- velopment Services (33325 8th Avenue South, PO Box 9718, Federal Way, WA 98063-9718). Any person may submit written comments on the land use application or the environmental impacts of the proposal to the Director of Community Development Servic- es by 5:00 p.m. on July 2, 2005. Only per- sons rvI:o submit written comments to the Di- rector, or specifically request a copy of the Process III decision, may appeal the Process III decision. Details of appeal procedures for the Process III decision will be included with the written decision. FWM#-908 Published on June 18, 2005. CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: May 24, 2005 TO: Will Appleton, Development Services Manager Scott Sproul, Assistant Building Official Wes Hill, Lakehaven Utility District Greg Brozek, Federal Way Fire Department FROM: Isaac Conlen FOR DRC MTG. ON: June 9, 2005 - Internal Completeness FILE NUMBER(s): 05-102387-00-UP RELATED FILE NOS.: None PROJECT NAME: PROGRESSIVE SERVICE CENTER PROJECT ADDRESS: 34001 PACIFIC HWY S ZONING DISTRICT: BP PROJECT DESCRIPTION: Proposal to construct 13,500 square foot insurance office facility with associated enclosed vehicle storage area for vehicle appraisal. LAND USE PERMITS: Process III, SEPA PROJECT CONTACT: ZAREMBA GROUP, LLC TODD HAMULA 14600 DETROIT AVE, Suite 1500 2162216600 (Work) MATERIALS SUBMITTED: Site plans, SEPA checklist, narrative, civil plans, title report, TIA, TIR 4k CITY OF 40'::tS:P Federal Way (01-103407-OD-SE/01-103406-00-UF) APPLICATION NO(S) N6004 s ago PC$ Project Name Progressive Service Center 0 5 --1®2 8 7 MAY 2 0 2005 CITY OF FEDERAL WAY MASTER LAND USE APAJEWW' DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8'" Avenue South PO Box 9718 Federal Way WA 98063-9718 253-835-2607; Fax 253-835-2609 www. cityo ffederalway. cone Date May 13, 2005 Property Address/Location 34001 Pacific Highway South, Federal Way Parcel 14Tumbcr(s) 202104-9051 Project Description The applicant proposes to construct a 13,500 sf insurance claim center with associated enclosed vehicle storage area for vehicle ARpraisal PLEASE PRINT & outdoor area for vehicle storage and associated parking & landscaping. Type of Permit Required Annexation Binding Site Plan _ Boundary Line Adjustment _ Comp Plan/Rezone _ Land Surface Modification Lot Line Elimination Preapplication Conference _ Process I (Director—s Approval) Process II (Site Plan Review) X Process III (Project Approval) _ Process IV (Hearing Examiner's Decision) Process V (Quasi -Judicial Rezone) _ Process VI x SEPA w/Project _ SEPA Only _ Shoreline: Variance/Conditional Use _ Short Subdivision _ Subdivision Variance: Commercial/Residential Required Information BP Zoning Designation Comprehensive Plan Designation Value of Existing Improvements Value of Proposed Improvements International Building Code (IBC): Occupancy Type Construction Type Bulletin #003 — August 18, 2004 Applicant Name: Todd Hamula c/o Zaremba Group LLC Address: 14600 Detroit Avenue, STE 1500 City/State: Cleveland, OH Zip: 44107 Phone: (216) 221-6600 Fax: (216) 221-1031 Email: thamula@zarembagroup.com Agent (if different than Applicant) Name: Don Hill c/o Triad Associates Address: 12112 115th Ave NE City/State: Kirkland, WA Zip: 98034 Phone: (800) 488-0756 Fax: (425) 821-3481 Email: dhill@triada com SignaturW I , A r,, e2t Owner Name: Federal Way A -Storage Place L Address: 22017 SE Wax Road, #200 City/State: Maple Valley, WA zip: 98083 Phone: (206) 890-6897 Fax: (425) 413-3860 Email: ti Page 1 9fI k:\Handouts\Master Land Use Application 05-077 CITY OF e.(denA, (01-103407-00-SE/01-103406--00-UP) APPLICATION No(s) 05-100848-000-00 PC y Project Name Progressive Service Center Property Address/Location Parcel Number(s) MASTER LAND USE APPLICATION DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8'" Avenue South PO Box 9718 Federal Way WA 98063-9718 253-835-2607;Fax 253-835-2609 �vww.ci lyoffederalway.corn Date May 13, 2005 34001 Pacific Highway South, Federal Way 202104-9051 Project Description The applicant proposes to construct a 13,500 sf insurance claim center with associated enclosed vehicle storage area for vehicle appraisal & outdoor area for vehicle storage and associated parking & landscaping. 1 r;f W9 Type of Permit Required Annexation — Binding Site Plan . Boundary Line Adjustment Comp Plan/Rezone Land Surface Modification Lot Line Elimination Preapplication Conference Process I (Director—s Approval) Process II (Site Plan Review) X Process III (Project Approval) Process IV (Hearing Examiner's Decision) Process V (Quasi -Judicial Rezone) Process VI x SEPA w/Project _ SEPA Only Shoreline: Variance/Conditional Use Short Subdivision Subdivision Variance: Commercial/Residential Required Information BP Zoning Designation Comprehensive Plan Designation _Value of Existing Improvements Value of Proposed Improvements International Building Code (IBC): Occupancy Type Construction Type Applicant Name: Address: City/State: Zip: Phone: Fax: Email: Agent (if Name: Address: City/State: Zip: Phone: Fax: Email: Signature: Owner Name: Address: City/State: Zip: Phone: Fax: Email: Signature: Todd Hamula c/o Zaremba Group LLC 14600 Detroit Avenue, STE 1500 Cleveland, OH 44107 (216) 221-6600 (12 221-1031 a@zaremEMcouT).com Don Hill c/o Triad Associates 12112 115th Ave NE Kirkland, WA 98034 (800) 488-0756 (425) 821-3481 dill@triadassoc.coIn Bulletin 4003 — August 18, 2004 Page 1 of 1 k:\Handouts\Master Land Use Application SFC0\/ED 001TRLAD May 19, 2005 M 2� Zflfl� ',. ASSOCIATES M �� Isaac Conlen GlTY OF FEDERAL WAY U City of Federal Way BUILDING DEFT. 12112 115th Avenue NE Department of Community Development Services Kirkland, WA 98034-6923 33325 8th Ave. S 425.8z1.8448 PO BOX 9718 425.821.34BI fax Federal Way, WA 98063-9718 800.488.0756 toll free www.triadassoc.com RE: Progressive Insurance Service Center - Process III Site Plan Review Permit #05-100848-000-00-PC 34001 Pacific Hwy S Triad Job No. 05-077 Dear Isaac: I am writing on behalf of the Applicant, Zaremba Group LLC/ Todd Hamula to submit a Process III Site Plan Review in accordance with your submittal and review procedures. I have summarized the required submittal and enclosed/required copies as follows: • Master Land Use Application signed by Applicant dated 5/13/05 • Master Land Use Application signed by Property Owner and Agent dated 5/13/05 • Process III Application/SEPA Review fee, ZGLLC-Progressive check no. 5071, dated 5111105 in the amount of $2,904.00. • King County Assessor's parcel maps, one '/ section map of NE 20-21-04 and NW 21- 21-04 (5 copies). • Vicinity map on separate 8.5 x 11 sheet (1 copy) • Current title report dated 5111105 prepared by Fidelity National Title Company of Washington, with referenced documents (2 copies). • Current letters of water and sewer availability issued on 7/13/04 (1 copy). • Site photographs from each compass point (1 set of color copies). ■ Eight complete and folded sets of drawings titled, prepared, and dated as follows: ■ Cover sheet (sheet 1 of 4) prepared by Triad Associates dated 5/17/05 • Site Plan (sheet 2 of 4) prepared by Triad Associates dated 5/17/05 • Preliminary Grading and Utility Plan (sheet 3 of 4) prepared by Triad Associates dated 5/17/05 • Preliminary Landscape Plan (sheet 1 of 4) prepared by Triad Associates dated 5/17/05 • ALTA Survey with site topography (sheet 2 of 2) prepared by Triad Associates dated 4/15/05 • Floor Plan (sheet Al. 1, 30 x 42) prepared by Richard Bowen + Associates dated 5/12/05 • Site Details (sheet AS L I, 30 x 42) prepared by Richard Bowen + Associates dated 5/12/05 * Exterior Elevations (sheet A3.1, 30 x 42) prepared by Richard Bowen + Associates dated 5/12/05 * Site Line Study (sheet SL3.1, 30 x 42) prepared by Richard Bowen + Associates dated 5/12/05 Page 2 Isaac Conlen City of Federal Way, Department of Community Development Services May 19, 2005 • Lighting/Photometric Plan (30 x 42) prepared by Richard Bowen + Associates dated 5/12/05 • Exterior Elevations (sheet A3.1, 11 x 17, color) prepared by Richard Bowen + Associates dated 5/12/05 • Perspective (View A, 11 x 17, color) prepared by Richard Bowen + Associates dated 5/12/05 • Material Board with Front Elevation (11 x 17, color) prepared by Richard Bowen + Associates dated 5/12/05 • Material Board with Front Elevation (I I x 17, color with raised color tiles) prepared by Richard Bowen + Associates dated 5/12/05 (one original mounted on foam board) • Signage Elevations (8 1/2x 11, color) prepared by Richard Bowen + Associates dated 5/13/05 • Preliminary Technical Information Report & Level 1 Downstream Analysis with Core requirement summary prepared by Triad Associates dated 5/10/05. • Preliminary Geotechnical Report dated 6/13/01, prepared by Associated Earth Sciences • Preliminary Geotechnical Report Supplemental Letter dated 2/15/02, prepared by Associated Earth Sciences. • Geotechnical Investigation dated May 2005, prepared CRA Engineering (five copies). Note that the Site Plan in the Appendix of this report has been superseded by the enclosed Site Plan. ■ Transportation Impact Analysis prepared by The Transpo Group dated 5/12/05 (4 copies). • SEPA Checklist prepared by Triad Associates dated 5/19/05 (8 signed copies). • Two sets of self-addressed stamped business -size envelopes (with City of Federal Way return address) of persons receiving property tax statements for all properties 300 feet of the boundary of the subject property and for all occupants on or within 300 feet of the subject property. A separate list numbered with the addresses and parcel numbers and an assessor's map showing the 300 foot boundary. • Letter from Isaac Conlen (City of Federal Way) from pre -application meeting dated 3/25/05 (4 copies). • Architectural Design Intent and Narrative Summary for Compliance with Applicable Guidelines Letter prepared by Richard L. Bowen + Associates dated 5/13/05 (4 copies). • Hazardous Material Inventory List, signed by Applicant (1 copy). ■ Completed Crime Prevention Checklist (1 copy) • Letter from Kevin Peterson, City of Federal Way to Bill Stevens, Triad Associates approving on -site storm water quality facilities below ground dated 5/10/05 (4 copies). • Letter from Jeff Morgan, Triad Associates to Isaac Conlen, City of Federal Way regarding Use Process I Interpretation dated 5/17/05 (4 copies). If you would like a 3-ring notebook which includes a single copy of each submittal element listed above for your use, please let me know. Page 3 Isaac Conlen City of Federal Way, Department of Community Development Services May 19, 2005 As outlined in our pre -application meeting, all pertinent elements and approvals related to the previous proposals on this property (i.e. U-Haul Truck Rental and Mini Storage [AMERCO as Applicant] and Federal Way A -Storage [Jimmy Kossert as Applicant]) apply and are assigned to this project proposal. These pertinent elements and approvals include: • The previous Wetland and Stream Delineation Analysis prepared Associated Earth Sciences dated 8/24/01. • The previous Process IV approval for the storm drainage crossing of the 100' wetland buffer for connection to existing detention facility along the north edge of the site. • The previous Process IV approval regarding the sewer crossing of the 100' wetland buffer for connection to existing sewer manhole along the south edge of the site. • The Intersection Improvement and Signalization Plans by Transpo submitted separately to City as part of previous project proposal. ■ The Letter from Jim Harris, City of Federal Way dated 1/22/01 waiving the potential connection of a north -south public road through this site. Please provide your confirmation of application completeness as soon as practical and proceed with your review so that the Process III Site Plan Review can be completed and the Administrative Approval can be issued within the time frame we discussed at the pre - application meeting. If this can not occur within three months I ask that you contact me so we can discuss your schedule. If you have any questions or need any additional information please do not hesitate to contact me or the Applicant. Sincerely, TRIAD ASSOCIATES Don Hill Project Manager cc: Todd Hamula, Zaremba Group LLC Mike Woods, Richard Bowen + Associates Enclosures Prog `. ive Service .,enter Site Photographs from each Compass Paint -L 14 -L 11 CITY OF FEDERAL BUILDING DEPT,, CD d 6- SOUTH r EAST WEST MAY Zoo" 7"rry OF FE ' ""L A�' BUILDING —_V rel 4k CITY OF 14';:tSp 05-1 Federal Way DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8`h Avenue South I V r- PO Box 9718 Federal Way WA 98063-9718 253-835-2607;Fax 253-835-2609 www-gityoffederalway.com SITDUIL,DNO QF-PWAY T. HAZARDOUS MATERIALS INVENTORY STATEMENT CRITICAL AQUIFER RECHARGE AND WELLHEAD PROTECTION AREAS I. WHY SHOULD THIS INVENTORY STATEMENT BE FILLED OUT? Critical Aquifer Recharge (CARAs) and Wellhead Protection Areas (WWAs) are considered "critical areas" pursuant to Federal Way City Code (FWCC), Chapter 18, `Environmental Protection." This inventory statement must be filled out by the applicant or agent for any proposed activity listed in Section II of this handout, and which are located within Wellhead Capture Zones 1, 5, and 10 as shown on the Critical Aquifer Recharge and Wellhead Protection Areas Maps. Please refer to the handout on Critical Aquifer Recharge and Wellhead Protection Areas for a description of the review process. H. ACTIVITIES GOVERNED BY CARA AND WIiPA REGULATIONS The inventory statement must be filled out for the following activities: • Construction of any residential structure, including single-family development • Construction of any barn or other agricultural structure ■ Construction of any office, school, commercial, recreational, service, or storage building • Construction of a parking lot of any size • Other minor new construction (see WAC 197-11-800[2]) ■ Additions or modifications to or replacement of any building or facility (does not include tenant improvements) ■ Demolition of any structure • Any landfill or excavation • Installation of underground tanks • Any division of land, including short plats • Change of use, which involves repair, remodeling, and maintenance activities • Dredging ■ Reconstruction/maintenance of groins and similar shoreline protection structures ■ Replacement of utility cables that must be buried under the surface of the bedlands ■ Repair/rebuilding of major dams, dikes, and reservoirs ■ Installation or construction of any utility, except for on -going operation and maintenance activities of public wells by public water providers ■ Personal wireless service facilities El Project Name?rop-LeS►Vtr Ste„ tCe- '(.aver Applicant 2-cureh6a- (19" Project Location, 34001 - P"OkG kkWkj • ❑- Tracking No. L,LL M. TYPES AND QUANTITIES OF HAZARDOUS MATERIALS Please provide the approximate quantity of the types of hazardous materials or deleterious substances that will be stored, handled, treated, used, produced, recycled, or disposed of in connection with the proposed activity. If no hazardous materials will be involved, please proceed to Section IV. MATERIAL LIQUID(gallons) SOLID (pounds (1) Acid or basic solutions or solids . 1'Cs�L.• `{(J: •.' ' (2) Antifreeze or coolants (3) Bleaches, peroxides, detergents, surfactants, disinfectants, bactericides, algaecides (4) Brake, transmission, hydraulic fluids - (5) Brine solutions - - (6) Corrosion or rust prevention solutions - ^ (7) Cutting fluids _ (8) Deicing materials (9) Dry cleaning or cleaning solvents - - (10) Electroplating or metal finishing solutions - (11) Engraving or etching solutions - ^ (12) Explosives (13) Fertilizers - (14) Food or animal processing wastes (15) Formaldehyde '^ (16) Fuels, additives, oils, greases ^ (17) Glues, adhesives, or resins - - (18) Inks, printing, or photocopying chemicals (19) Laboratory chemicals, reagents or standards (20) Medical, hospital, pharmaceutical, dental, or veterina fluids or wastes - (21) Metals (hazardous e.g. arsenic, copper, chromium, lead, mercuEy, silver, etc. (22) Paints, pigments, dyes, stains, varnish, sealers. - (23) Pesticides, herbicides or poisons - (24) Plastic resins, plasticizers, or catalysts - (25) Photo development chemicals r - (26) Radioactive sources (27) Refrigerants, cooling water (contact) - - (28) Sludges, still bottoms - (29) Solvents, thinners, paint removers or strippers - - (30) Tanning (leather) chemicals - (31) Transformer, capacitor oils/fluids, PCB's - - (32) Waste oil (33) Wood preservatives - (34) List OTHER hazardous materials or deleterious substances on a separate sheet. Bulletin #056 — November 24, 2004 Page 2 of 3 k:\Handouts\Hazardous Materials Inventory Statement o Project Name fro re fie, i vc. Sar-v i c.er Ce,%�r-✓ Applicant Z wr e-` n haw &ro`{-p _ L LC._ Project Location 3 A 9�1► " G • k t $ 50. Tracking No. IV. FURTHER INFORMATION Provide the approximate quantity of fill and source of fill to be imported to the site. .Approximate Quantity of Imported Fill Source of Fill r Check box # 1 if you do not plan to store, handle, treat, use, produce, recycle, or dispose of any of the types and quantities of hazardous material or deleterious substance listed in Section III. Check box(s) #2 through #5 (and fill in appropriate blanks) of the below table if they apply to your facility or activity. # 1 [ ] The proposed development will not store, handle, treat, use, produce, recycle, or dispose of any of the types and quantities of hazardous materials or deleterious substances listed above. #2 [ ] Above ground storage tanks, having a capacity of gallons will be installed. #3 [ ] Construction vehicles will be refueled on site. Storage within wholesale and retail facilities of hazardous materials, or other deleterious 44 [ ] substances, will be for sale in original containers with a capacity of _ gallons liquid or _mounds solid. The presence of chemical substances on this parcel is/will be for "temporary" non -routine #5 [ ] maintenance or repair of the facility (such as paints and paint thinners) and are in individual containers with a capacity of _ gallons liquid or mounds solid. Check any of the following items that currently exist or are proposed in connection with the development of the site. # 1 [ ] Stormwater infiltration system (e.g., french drain, dry well, stormwater swale, etc.) #2 [ ] Hydraulic lifts or elevator, chemical systems, or other machinery that uses hazardous materials #3 [ j Cathodic protection wells #4 [ ] Water wells, monitoring wells, resource protection wells, piezometers #5 [ ] Leak detection devices, training for employees for use of hazardous materials, self-contained machinery, etc. SIGNATURE Si -61bD Print Name 1' -1 I-oS Date Ifyou have any questions about filling out this application form, please call the Department of Community Development Services at 253-835-2607. Please be advised that an application for a development permit lacking the required information will not be accepted Bulletin #056 — November 24, 2004 Page 3 of 3 k:\Handouts\Hazardous Materials Inventory Statement RICHARD L. BOWEN + May 13, 2005 Mr. Isaac Conlen City of Federal Way Public Works 33325 8th Avenue S Federal Way, WA 98063 253.845.2700 c/o Mr. Don Hill Triad Associates 12112 115th Avenue, NE Kirkland, WA 98034-6923 425.821.3481 (Toll Free) 800.488.0756 MAY 2 ® 2005 ASSOCIATES INC. 2 1 6. 4 9 1. 9 3 0 0 F A X A 9 1 8 0 5 3 13000 SHAKER BLVD CITY OF FEDERAL WAY BUILDING DEPT. �7 05-1023�`_ CLEVELAND, OHIO 44120 00-01— ,P ,AY 2 ? 5 RE: Proposed Progressive Claim Center Narrative and Architectural Design Intent 34001 Pacific Way — SR 99 & South 340th Street Permit No. 05-100848-00-00-PL RLB+A #t6256.15 Dear Mr. Conlen: Please accept this Statement of Architectural Design Intent and Narrative Summary of Project Compliance and enclosed information for your review and approval. ARCHITECTURAL DESIGN INTENT It is our understanding that the proposed building will reside in a BP zoning district. The commercial building is a Progressive Insurance claim center where the customer will drop off damaged vehicles or rental cars on north side of the building canopy and pickup a rental car or repaired vehicle on the south side canopy area, with the business office space located between the canopies where the customer is oriented and paperwork prepared. The remainder of the building and site is devoted to the management of the customer's vehicle and rental car, along Nxith inspection of the customer's vehicle before and after repair. No repair work is performed at this site. 'All repair work is arranged for offsite. The building was developed to have a recognizable corporate image for the Progressive customer. The building's color scheme is monochromatic, using light cool gray colors. The building has four-sided architecture which consists predominately of architectural masonry painted as indicated on the enclosed drawings. A R C H I I E C T S E N G I N E E R S P L A N N E R S P:'.6'_'S6',t,'S(r15 Scotto tiouih, WA i9 Iio\ d )or leller.,Federal Way I'LlIAC, \Vrks Conlen 05031,1 sv.rlrn bi Mr. Isaac Conlen May 13, 2005 Page 2 The design has a simple base, middle, and top contemporary design. The building base consists of an 8"x8" smooth face score block, 2'-8" high with a medium gray color. The same type block and color is used as an accent band around the building at 10'-0" high, aligning with the top of clear glass and clear anodized aluminum store front openings. The middle part of the building is of a split -face type masonry the lightest gray color, with the top portion of the building using an 8"x8" scored masonry of the same color. The drop-off and pick-up canopies are of a pre -finished metal canopy to match the building's color scheme. The entry feature's curved design element consists of a pre -finished flush metal panel, medium gray in color. The individually lit building sign letters are mounted, positioned and balanced to the chop off canopy side, orienting the customer to the'building entrance. The sign is back lit white with black aluminum returns. The top metal cap is of a color to match the base feature color. The building has parapets to hide HVAC units. Building scuppers and lighting are positioned to provide a planned rhythm to the facade. A pre - finished metal carport is provided at the side of the building in the secured area to provide protection to prepared cars to be staged for the pickup canopy. The secured car area is enclosed with a pre -finished white metal 8'-0" high picket security fence. Cantilevered sliding gates are provided for egress. The gates are open during business hours. Refer to enclosed plans. The recycling area will be enclosed with masonry to match the building. NARRATIVE SUMMARY FOR COMPLIANCE WITH APPLICABLE GUIDELIN FWCC 22-1634c The building is oriented to Pacific Highway (SR-99). The development has been set back to accommodate entrance requirements from South 340th Street. The front cured facade feature identifies the building entrance, as well as drop off canopies orienting the customers using the facility where to enter the building. 22-1635 Building, Design; (a) General Criteria — (1) (2) The site is developed to provide optimal customer and operations circulation, and to orient the customer to the building's intended use. (3) The building's secured parking area features an 8'-0" high metal picket fence and security site lighting, both to be white to match the building's color scheme. 22-1635 (b)(1) Facade modification and Screening: The curved entrance fa4ade element that faces Pacific Highway cast is oriented to the building drop off area, and should be considered as a method of meeting the facade modulation requirements. The fa4acle that faces South 340th Street has a drop off canopy. The north facade of the building also projects beyond the canopy which provides some relief to the north fapde. The building's north facade has ground landscape to compliment the fa4ade. The fence also assists in defining the site and break up the faS.ade. 22-1634 (c) Building Articulation and Scale (1x2) a-h and 22-1636: Access is provide via a concrete walk from the pedestrian right-of-ways from Pacific Highway and South 340 Street. B O W E N + ASSOC IATES I N C. r : \G ' 5Ci.G '561 5-Sex lle tic wlll, WA :9 Wor I'uhlic \Vrks Conlon 05051'S sv.du< 1 Mr. Isaac Conlen May 13, 2005 Page 3 Please consider the narrative provided for the Architectural Design Intent state above, in particular meeting the requirements of building articulation and scale, Items (d) (f) (g). I trust that with the above narrative and information provided, that the proposed building as presented meets with your approval. Please call me at 216.377.3875 with any questions you may have. Sincerely, RICHARD L. BOWEN + ASSOCIATES INC. � - f F� Michael F. Woods, RA Principal M F W/sy Enclosures cc: Todd Hanulla, Zaremba (Ltr. via E-mail) Don Hill, Triad Associates (Ltr. via E-mail) Scott Goff, Progressive (Ltr. via E-mail) B O W E N + ASSOCIATES I N C. P;,.(,2';,, G256 I5-Semile SUlnll OVA 9 lia% I tru`.Lelter6'.Iellow al w,n PIII,Ii, Wrl.s Con lei) 05051'1 sv.doc OGRE SE d ILL — Q lu we r� LLLL ,, t:r 0 F" SCALE: 1" = 50' Ejeeorosm ca«Anr Ea El E3 oar ros � ' iF i-- avariwr � o •.a .n.. --n---ru,wc mrm,ovr uvr i. oesexc urt vu,r © smc SECTION 20, TOWNSHIP 21 N., RANGE 4E., W.M. 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STLE.'.l— 30'. pI 1 01, 1 ryryJ'i ARM So. rr av 4.= M' Na e SEE MIER.ffGnm wmiaiET'r PUNS PRELAWINARY ti 05-077 —'o 3.4 SECTION 20, TOWNSHIP 21 N., RANGE 4E., W.M. .. - l0'Ty e11lanQsnying 7 ^ 59 ti �`� t � i, Y- I t 1 I :I• � �I-. WhIbMOmll i ti Fa Lwimtbn ! :'!'• : I ByAff/ I rrw'NEe6vd i.�f 10, Typel L d" P/�iNT f,FST _ BOTANcdL/ca+'oN NarE f� N*sd eoT+N't+L�Ca+ P. w�'a. eIIE ep F�>.aiM}+4�rs _ _ d.PIWTA]L le�wLR ERa•PP,.'+t� x�-IDIUI]e TREEe O ACER GMwALa ml. CAL RRP F--7_-1 ___TER C.R1, I GnL. —T. AYBR ndPLE ALL BE PLA 7ED TO PRONDE 1C- COVERAGE A�rGRIEEUM/ I:Nl•CK PeO _Gi.'REE TEARS a—TG\GH l _AREA II—A-1 } hNe �BBlKY ]-Irz CAI. B/B <�" SEEDED AFEA (DROJGHi REBI.idNT nlx- NON :RRIGATEDJ P RDBn'SON ROLERvCE CRABAPRE e Prw..e P—TLVAVOAna—ALLS/ x-Ia CAL. en ++�� �+� � wuvrusr- wEnArvo eupEEi¢ rl�r e�-LfA BOTMIICAL/CCT'Y,CN NAME Yll cGNDITIPI,RE`1ARc9 oacpaxw P4ux CEDAR a HT BIB DB�CI^GyG, YB TIRe P vs NIGRa •• •n B,B ( (' j A-E GMAcecFwTLLu,/ -w• r+� d� rwntrw.aule.na v,.l� BI LBn=I—E BHIdIBe • yl(Y(I!e nL]rRIrBE EY--IPr ►!Wn' B,BIcwT. 5 Fi. Oc. CCNlik�ab TFd£B CRIMSON PYGI'1T BA®ERRY ]9-MII� BIB 5 N!W� i"Rr p c N.'6.MBET e1.L_ BEB/CPIT. 5 Fr. CO. PI�DTLA5FIR A9 FIR I.�OETF�CROBE T�• BMRB Be O E EnERA'_D GAIETY' B.B/CONY, FT. CO. TCOfRED BTDLOVIFERd/ I GAL BEB/�.5 FT.00 1. FEBTUCA OVMAL IJAH—E.,YruO B 04. B•B/cO+T. Pr. CO. g ndH I Aw FOLI�uIOaL B/B/cONT, 5 FT OC a:nrxs >,•.w TALL oriGGm GR.aPE o Ft..eoe•�e. ee..� B.B/ca`IT, a FT. OC 6 ,m re.L_ B.B/w,r.5 IT. a. —El- OREGaJ GRAPE_ Ta• F_Y NATIVE ROSE ® mRICA CAL —AI 5 GAL B/B/CCNT, s FT. U. O 90®119 91TCH.N519/ GdL. BBB/CCNT.9 F•a PACIFIC WAX nYRILE -Mil 1—TAIH ASH ®nyye „-%—Viq, ►O BEB/CD'1.3-In PL oc B RILA—LBLLS/ IN- B�B/corr.SFr. a. LALREL i.•`14 SNo.IeERRT Q R09 R•GOBA/ ]e nIN B,B/CONY. S FT. OC. LILD ROBE QV V— —ATOM-oFg]TT n/ • W- BEe/cov-, 5 FT. a rNr • R]L! Nam" o.. 4• NOTES NOTES .xelw rru w4s wens-s�w�uln reB,acr•a'c mw iv.R•n -Er.LY -T le*Aawron OWTH N4f� BTleplT A,- i/LYI.0 �+[aCA� BD.TE A� L+N �t W' P /�i COMR ILAT R AL DETERMLA GRq..DCO T QIMIIITIE6 BASED ON .NJ EWILdTERAL TR',MIG.]LAR PATTEfT 4T THE SPACING LISTEp ABOVE PTIONAL BPAcwG A\D BIM FOR G0'TNDCOVEtB. 19 A• POTS • O•� OL. TO BE DETERMINED AT TIME OF FL— STREET TREE. TO BE MATCHED FOR L IGHT,.1. /ANDSCAPE DATA AVD FORM nnAt a.Berrare,ule► �u+a� I'tETER PARKING SEEDED AREA OE. FRONTAGE, PER, IRRIGaiED 9EEDED AREA DROUR —ED —El AREA GHT rESIs,aNr LAwxAPE ARE4 fINCLLDEB ALL LANOBOAPED AREAS EXCEPT nMR7r L6\DSOAPE AREA TO BE IRRIGATED UT. PERMA—T IRRIGATIOY SYSTEM IN-- IRRIGATED LA- AREA oNLY> LOT AND uER4ND Ees.ER B.N OF TOTAL 3843] K IRRIGATED LAu. 1 ]3.531 9E LAi]DBCAP.iv LAxDSCAPE AREA) TREE —I-DATA T x r(yf( Li f Y [ WrTI'fL T��E']gBerl R{:AReEO noT APPLICdBLE 7EB TO BE RE_nO, eD ADT .tR►aL'�CN PAR — LOT FM1.ANTMG CALLLLATIRI RrI�CW LOTF r+reA. rev. r.cm a 1w M �Sn lCl MtAI'3C ImO.�fl i.IfA BF r1} Y Mb! Y•.I1.L - ii ]Rae. Y+�LW SCALE: 1E= 30' ri`Ti r UM nr — I�v een.tsnr- Ilbr RIITIc iIR ylf�ca ttA]e m- 05-077 y 'r pitopoFF D.RW OFF . 141 ] - RECEIVED 05" 1 0 23 8 ? MAY 2 0 2005 RICHARD L. BOWEN AND ASSOCIATES INC. - - �.� 13000 SHAKER BOULEVARD, CLEVELAND, OHIO 44120 (216) 491-9300 FAX (216)491-8053 CITY OF FEDERAL WAYs•��� BUILDING DEPT. 33901 PACIFIC HIGHWAY SC)OUTH —FEDERAL WAY, WA 98003 RLBA#6266.15 05-12-05 PNDGAE.f'IYE SERVICE CENTER VIEW A a1,FRONT ELEVATION w� x1 17n 10P as vnrrar WEST EIlarLEVATION KEYNOTE LEGEND: UWA nnom n t2 wow 5aYcp41WR NJM1 .y W qE 1EOn6 M M RFXGIA4 P w M 9Q E IL-M,l R_- R s 9U]LA]NG SIGN . saLs: yr.7 art'r T' Orr r fT r:. ,p ncl oar Iml EE, e rJ 4 =d ur r __ ___E .._»-__ _GL'I 4C' 04, ,IN f�>•l`��0'U' ] _ . - . EAST va ELEVATI0-ON 1plc v 1• a REAR ELEVATION Ir a ul scv[: IlaT + 1'd vrr r rn KEYNOTE OLSCRIPIICN Ox5 14r WOETET OO.r PET (Ol' GE4M TNLFS EO11W'CR): MCI m wXH —W wk Rsm wm 4w - SE mm 1PA11 R01 C 04E1ET CO,lIM4UM Mr- POS OXLNU SEE OETNL WC 1. {IWD - OU& PI.O;T L`CL � 1,151•J ml�laum SR{L POE Bcuun:lQ ICT>•l yn1; Mw:W - a01R R-ia mm 0/6P &a C OI.O" anti oeoaaoul (caEp ro wra hui-9d4 mdE) - tteo�-er m IOL.�rml6 SmIN Sao M- ROI —0 mlo mr�.[o C dale iC1L iP7u.'01C,+r pun:xa NO wtAleID Tr eu[n YSYaKruup IAN -U&IM O "f I E ttP" 10 W101 eg-Bx MNn) - ML IEU TO IM1CJIliM11..U' AI W we R1119Y0 av�,•'i1 q71} uAIK O JGD' RmlO WIT 911110 RRO'OC m wml✓•I. Np 'u's n OHL Rl6L4. Cpq 91Y:GI lE-,� IOIOr 1i01L1. ORfG LV•/T NC nwC R011E0 - O,IYO: ff-M tlo! RIRiJU Saranwm -oemTr T,nl. 1010 btu 9-vx - am m savreua + ■pvoa x W Pp?M9 wk .wL-]110A1 uN41Y moo AO ,1 ma 1, LOlOn Iwxmv qpP Htfalgm Of1D1 •rJUMwr ppw MTm OT Mak LCNIPJC.JR SVaI m OilO1 R-101 13]O 51(Z LR.OI!'.[/W1T 1OT a[ L ba^Oe<ONOY� [M1d©++Y OEtNII] d Ol+E9T wP11/E11lFin co" 111POES CCNIRJLi[O 91'L• NO P AL WORM SRMILES - CROR 10 N5CI1 !'f-101 Tlo3 !RA OLliw, :U M mR 1Efl1'uae-MtiLp cum' du4aW 1/C I�NL� r PJ11[PT ■NtlTCR10Jl� cEhM OXWZU 9'Ill iID0 PART All OJP6�'J1111LiS - CC[1l ip Wr[H R-VI ,310 ®YEUL COILIN [RET (111 [7 45T1061N1i7 n' CM✓F! W».r♦L'TAn =R m �rol w-lu T]II W wLQ7k M x 00L1,w T "pr',�-1v r4 OQ D jRiels ,v -o -sffi Br uvcn SlWk OPEf.0 10.6 ooIC41[Tp 9d'L' w1f I1S WCTA SIRE/L3 - COLOR m wi01 H-pl 'Rix ww Wvo tl'OPi-'Iwya trMY; ow mwla Tr-Ci 'R1l PFms ). i.Q10E7 KX LCWO Oa,EP W,IXQ PO[fF6� LL,. - Yf ,[,..x 0.M ma 9 W1[N r-u 1551 G15 IEJt PGiA TO Rlluaw DwOR4t 400w lOUMN W/ Gl5 coloweT .113 PALS SWpNT 19O t16 rinaSL 1G RRR10 uo PUT:[p p 3 plu gEgLe `FE Ruse M! TOR R�P1Ep w_vcwm W'r IOT,pL PFFP m fXIEIECT ei1�G� C11L R116 W LFP tM , LUJ<V'R sM s� IFL ®5-10238? z Z �o U q YIQr.KW I r till il[Y 7M�,%'--� _ V V w u G1�Y � LD�N�' >��P� �,•� EXTERIOR MATERIALS & FINISH SCHEDULE taw/Pra< WNSRTF�i uevAetll mrt¢1 pcs ,�, a � us swM�x P,us u r la Jhrt sur r:a - 10 a ifi, Wt 900M �I[E m1101 RUiD � sra u.Lr. moan ss 111100:'6 IIT-101 P?AR9 F0w -� •� ari JOOH4 W m �/ lmo g � IPf-rd P!Olr � @PL 51"� T'� 04r , M�OpOw1 M6101_S)10 •� WR � �� 1i-101 IT-iG Pldr Part Wyl sm ..I vnu�6 OT PPPR0.9 FIOVL SY-6afi IONC 16 �m„HNW N01613110 T01��JR Q W'RGC !N[, t,uw 9fdr 4um a WGN1 uO %Iml0 � ff-I ✓rYOall }WLIA'!4 lR1d PA�EFR UFIO NfOI]1 NROOw 1qW MR �c 9[6 Yf•O PPOOem IQr4 OY:L LLl5 ORE 6fr RI]dO ,Ev4 MCLYH NLL a�.JITlR V DMSIOT Ifb iu] tt-�W 1 T Bk' pMC im �a CII PH0.ELi � iP_90l ZMA EXTERIOR MATERIALS & FINISH SCHEDULE IDj DESCRIPTION MANUFACTURER MODEL/COLOR CONTACT NOTE: 1 8" HIGH UNIT SMOOTH FACE SEE SPECS MANUF. STANDARD SEE ELEVATIONS 1A 8" HIGH UNIT SPLIT FACE__ CMU-1 1 B 8' HIGH UNIT SMOOTH FACE CENTER SCORED SHERWIN WILLIAMS SW-6252 'ICE CUBE' SHERWIN WILLIAMS SEE ELEVATIONS PT-101 PAINT OR APPROVED EQUAL JOHN BROWN 440.461.3310 SHERWIN WILLIAMS SW-6254 'LAZY GRAY' SHERWIN WILLIAMS ACCENT COLOR; SEE ELEVATIONS PT-102 PAINT OR APPROVED EQUAL JOHN BROWN 440.461.3310 SHERWIN WILLIAMS SW-6255 'MORNING FOG' SHERWIN WILLIAMS ACCENT COLOR; SEE ELEVATIONS PT-103 PAINT OR APPROVED EQUAL JOHN BROWN 440.461.3310 SHERWIN WILLIAMS SAFETY YELLOW SHERWIN WILLIAMS BOLLARDS PT-104 PAINT OR APPROVED EQUAL JOHN BROWN 440.461.3310 INSULATED GLASS; SEE SPECS SF-1 ALUMINUM STOREFRONT SYSTEM KAWNEER CLEAR ANODIZED ALUMINUM MT-1 PREFINISHED METAL COPING ATAS DOVE GREY PREFINISHED METAL THROUGH WALL ATAS BONE WHITE SCUPPER W/ CONDUCTOR HEAD AND DOWNSPOUT PT-101 SW-6252 'ICE CUBE' �TO_P OF VASONRY Y OD 21'-•4" A.F.F. — TOP OF METAL PANEL ELEV. 14'-1 !AF.F. 80TIOM OF METAL PA IF ELEV, —IV—f A.F.F. FRnMT PI PVATInM SCALE: 1/8" = 1'-0" PT-102 SW-6254 'LAZY GRAY' PT-103 SW-6255 'MORNING FOG' KEYNOTE LL END: KEYNOTE DESCRIPTION 0305 24" DIAMETER CONCRETE PIER (BY GENERAL TRADES CONTRACTOR); COLOR TO MATCH PT-103 0401 MASONRY CONTROL JOINT - SEE DETAIL 1/A5.1 0501 4" DIAMETER CONCRETE -FILLED STEEL PIPE BOLLARD; SEE DETAIL 4/C2.1; PAINTED - COLOR: PT-104 0502 6" DIAMETER CONCRETE -FILLED STEEL PIPE BOLLARD; SEE DETAIL 5/C2.1; PAINTED -- COLOR: PT-104 0709 PREFINISHED 6" DIAMETER METAL DOWNSPOUT (COLOR TO MATCH ATAS-BONE WHITE) - CONNECT TO UNDERGROUND STORM SEWER (SEE PLUMBING DRAWINGS) 0710 PREFINISHED 4" SQUARE METAL DOWNSPOUT (FURNISHED AND INSTALLED BY CANOPY MANUFACTURER) FROM "CARPORT CANOPY" ROOF (COLOR TO MATCH ATAS-BONE WHITE) - CONNECT TO UNDERGROUND STORM SEWER (SEE PLUMBING DRAWINGS) 0713 OUTLINE OF ROOF BEYOND 0714 METAL CAP FLASHING TO MATCH PT-102 0715 METAL WALL PANELS; COLOR TO MATCH PT-102 0802 HOLLOW METAL DOOR AND FRAME; PAINTED - COLOR: PT-103 0803 OVERHEAD SECTIONAL DOOR - FACTORY FINISH WHITE 1010 EXTERIOR SIGNAGE - REFER TO SPECIFICATIONS AND APPENDIX 'A' 1303 PREFINISHED METAL "DRIVE -THROUGH CANOPY" FURNISHED AND INSTALLED BY CANOPY MANUFACTURER 1307 PREFINISHED METAL "CARPORT CANOPY PROVIDED BY GENERAL CONTRACTOR; COLOR TO MATCH PT-101 1308 STEEL COLUMN SUPPORT FOR METAL "CARPORT CANOPY' (FURNISHED AND INSTALLED BY CANOPY MANUFACTURER); GENERAL TRADES CONTRACTOR SHALL FIELD PAINT ALL EXPOSED SURFACES - COLOR TO MATCH PT-101 1309 STEEL COLUMN SUPPORT FOR METAL "DRIVE -THROUGH CANOPY (FURNISHED AND INSTALLED BY CANOPY MANUFACTURER); GENERAL CONTRACTOR SHALL FIELD PAINT ALL EXPOSED SURFACES - COLOR TO MATCH PT-101 1310 PREFINISHED METAL COLUMN COVER (FURNISHED AND INSTALLED BY CANOPY MANUFACTURER); COLOR TO MATCH PT-102 1311 EXPOSED STRUCTURAL STEEL COLUMN OF "DRIVE -THROUGH CANOPY (FURNISHED AND INSTALLED BY CANOPY MANUFACTURER); GENERAL TRADES CONTRACTOR SHALL PAINT ALL EXPOSED SURFACES - COLOR TO MATCH PT-101 1312 BOTTOM BAND OF "DRIVE -THROUGH CANOPY; COLOR TO MATCH PT-102 1313 REVEALS IN PREFINISHED METAL COLUMN COVER; TYP. 1502 PREFINISHED LOWER - SEE MECHANICAL DRAWINGS; COLOR TO MATCH PT-103 1511 GAS METER: REFER TO PLUMBING DRAWINGS (COORDINATE LOCATION W/ GAS COMPANY) 1513 OIL/WATER SEPARATOR VENT LINES ATTACHED TO BUILDING AND PAINTED TO MATCH WALL FINISHES; SEE PLUMBING DRAWINGS 1601 EXTERIOR WALL -MOUNTED LIGHT FIXTURE. REFER TO EXTERIOR ELEVATIONS, CEILING PLANS AND ELECTRICAL DRAWINGS FOR LOCATIONS AND FIXTURE TYPE. W OF METAL PANEL ELEV.-8' A 22'FY. RECEIVED MAY 2 0 2005 CITY OF' FaCIF-RAL. WAY BUILDING DEFT. — 1 V238 I 0 1' 2' 4' 8' �o ZVp Z oes m LU a ULLG J Q - Q0 m�a XU) �m UN_Q LL + as 9 o o Q G �NZ3 W 8 Q z ARCH PROJECT d 625615 SHEET MATERIAL BOARD A N m c z� to � 0 x w4Y 2 ��n5 C,lTy OF 13AY UILDING DEPT. W ALTERNATE: CONCRETE BLOCK IN LIEU OF POURED CONCRETE FOR SIGN BASE. 77 SIGNAGE DETAIL - BACK ELEVATION C2.1 SCALE: 3/4" = 1'-0" 0 3" C 1- 2 PREFINISHED METAL COPING COLOR TO MATCH PT-103 PREFINISHED SIGN CABINET COLOR PT-102 BACK LIT SIGN 2" BACKLIT FEATURE REVEAL "WHITE" l w PREFINISHED SIGN CABINETREVEAL COLOR WHITE i- = METAL EDGE CORNER TRIM, IU2 , PREFINISHED. COLOR TO V4" MATCH PT-103 1" #5 ® 18" V.E.F. #5 ® 10" H,E,F" B"XB" _ PAINTED TO MATCH BLDG. CHAMFERED EDGE s SIGNAGE DETAIL - SIDE ELEVATION a 6'4' CONCRETE J 4'-8" - PREFINISHED METAL COPING 7119E COLOR TO MATCH PT-103 I PREFINISHED SIGN CABINET COLOR PT-102 BACK LIT SIGN SCRIPT STYLE TO MEET PROGRESSIVE SIGN LETTERS REQUIREMENTS, BLACK OUTLINE OF LETTERS. BACKLIT FEATURE REVEAL "WHIT PREFINISHED SIGN CABINET REVEAL COLOR WHITE METAL EDGE CORNER TRIM, PREFINISHED, COLOR TO MATCH PT-103 8" X8" PAINTED TO MATCH BLDG. 1 CHAMFERED EDGE POURED CONC, BASE RUBBED FINISH. 1 I REINFORCED CONCRETE FOOTING — -jam �VJ I LANDSCAPING AS REQUIRED. ' I I ; 1 (LOW GROUND COVER) I I r_1______________________ ---L-� G.C. TO COORDINATE TO BRING 1 6'-0 1/2' 1 I I" CONDUIT RUN & WIRE TO 1 I NYLON SIGN LOCATION, I COORDINATE PERMIT L ________,, _----__-_----i REQUIREMENTS WITH SIGN SIGNAGE DETAIL - FRONT AND BACK ELEVATION i MANUFACTURER. s� WAGE 0FW0R Or E91 MW SIC1106 PLUS ROMDtkLT LR lful 1Li1B6 NOR Me ROO51A4 FILE W REf06ED 01M'll MuwIY FOUIN. s BUILDING SIGN h3.3 mn. u1.1'-C G61' 7 EAST ELEVATION _ L' soag 1!C L=Or lna L1GgPr IL1tlIt W-e wl "L IFIILTM OF &AM Y 1 «t iF�Oii. I � 1. zT.t Lip r�,�l�I ..i im :.,ice! �i�►. il� a..�1�!i�� WR ELEVATION r,• y 50UTH ELEVATION Iff - v-}T IOTA CAM L&G0@ I Ie$ (50F OF OMWL uMCIM OF RUM W-T) A r asOW -------- - ----------- CAROM 66•-0 M LDM 1r r _•_- Nor Or 111mw r�p or Z. f ma wood i • r.� l C*M: Ir-B R L➢CIH o�r,ar,N MIE MUM CVIOEIE PER Iy GDML Two CaRR0G * OR.W TO wq r.-0OfP000rz mm XWT -SC: CM IN51 C01 C OMSm1 aM "4um rm!n lRLal2 gI G@L 4C211 AWED • Cw W-IOt Ce0! 6 Ow a �C4LLw Si0.1IPC B01Nrt sm GRIT =.' NNW - 00- p-w1 ' mm W60�m 6 OWEIER IEIN. 0a019VIR (COWI m ICaW IIiAS-BnE OMFj - oOroER ro IPOFROR010D POPy SEam (Sg Ri191C OR0145J m10 iiu- iaaO • m m wx 00vaTLLT d11F86 y10 i0r+i0 n � �K��} � 'GLdG01 ullD•f . (InOt tr ;111;-Ox oA(1 - mmpw 10 11�1.0 m yln (a( a+-W ftowdz7 W13 9,1I10[ OF M mycm all. LIIUL In►f4tlI,I1G mI11M711a•yp ally PLGO rm ; MC! 10 W=1R.%a I amz IaLLp Lrtoc axe Mo slta[ r am WEED >Bmµ RV11 .. I019i. lap 1Offe0R Sm1¢ - Rm m goyim IIo /PPEdOoI '6' IMa mule W UM'FW- pAV okw NI gboc 40 M1LI{Lm @I cum wLrKum 0" TO L m, Iv-m CD� ww on GO wu m fILY4 w bm NO ROOF vn aw ODM a caan m, 'm PfatiMJY I—'CWRMI 0"V MVM a WOK aV WOt C0.0t 1O w101 M•T01 •um PILL OO M WKW FOR WX -i NIM O1vw QLw19G Xi0 PCW1[0 in oal� ww.= q GF06VL Hum Oa-w"I 91aL IaiC f1011 Ml fu0llxj - [p9T Ta OVOi rT-101 1339 gm Cmuf1 W-or R4 10K'.'00F.-Omm rvwr Plasm w Ta1M1m 0 I rwilcAl�F mina OilOL W P�aL HELL FW ML OYM %$--W - COLOR 10 IWLz1 M-IOI 1310 MW O WA llWO COO p7je0 MO bn kM or C*M Y fCL40FJ (Rat TO �00W PI-IOz 131, COVIL 51fG'JV\ mn Cl. m OF W-11wtl Gwww iume PC tm m BY CNIOvi wwKOX:k mm mats owwm 9KL rye i mm smira - COLOR m wam lmz BOMW OW OF'OIM-THWM CAWf; L0.0R TO w� F-IR uu IEx/Ls N PWl►e1m IEPL anus whit 7TP. ism NORM Lam - toCEW Ma M SCLa"r SVL Ruin 15 Room wmNci; CRuI iu MOON R-lat mIIOM 0 ,•-C AFA 191 Cif wmx. wm m Rom a1m11R;p, (CxRmmMiC LOGa,011 V GLSNrMMIn LSD KWER IEPI.WOR" LIES "CHED TO "ONG AND WOO 10 wWl 0vL FISEk SR Rua1G ownPas 10 ola7oot u-arae u7a fLmru 1:1R1G Goo: 1zmTaR� 1;0P10 Irra Ma F1fGi01. Comm 1m L oc."d 00 now i vo,cPv K.t r1 LDCH EXTERIOR MATERIALS & FINISH SCHEDULE rEmsla MrLr+:wla I1mlma 1rV1Ki RE' B Ilil urt so01n IC � � 1ar1r->� � � oM�l �u f 114R wI41R Ian in B I11>I uPr 9Don1 Ma[ was smeG �, �� ITIaa 41os:,a aiPr � y� xl.mo � anmlL __ — � � �a�Ot X[Wcr A-®I1MM VIIIf � EW1L 1�110 9�16'YiG Iac AWN �-I 444461MID R-•-01 IV1F J • - -• — E— '�lr auO: � aLbCalfi 1R-gl /laf+ P0v1r ��116�•MC1i10 mom 4-1 MSVMAY �a00 A� �� OUM MI® e11YY ISXIfm a�vo a >rm Vl-I ilmrBfD YIeL nw4 MOVI _- - - COVE �� �IiTIBm l�l ll®YI ML tll6 YE ME .C1P191 V COYIOm X60 1061� 4¢ F i r w IIPII l ridaCT F Gf•'+ King Cauny r li f j Dep.rtmew of Development and Environmental Services = - J Building Services Division 9000akesdaleAvenue Southwest Alternative formats available Renton, Washington 98055-1219 (206)296-6600 TTY (206) 296-7217 upon request II King County Certificate of Water,°Availability This certificate provides the Seattle King County Department of Public Health and the Department of Development and Environmental Services with Information necessary to evaluate development proposals. Do not write In this box number name Building Permit ❑ Preliminary Plat or PUD ❑ Short Subdivision ❑ Rezone or other +-1 3 Applicant's name: Fed+/e w� 4vrn Pfsrct lo L Proposed use: ce>- ►r+ ,L c ' l - r w 4 Volr 1- �J Location: o e (attach map and legal description If necessary) j Water purveyor information: 1. ❑ a. Water%HF be provided by service connection only to an existing (size) water main that is feet from the site. ° OR §� b. Water service will require an Improvement to the water system of: ❑ (1) feet of water main to reach the site; and/or ($ (2) The construction of a distributions ten, on the site; and/or 0 (3) Other (describe) x r� -e c C. r 40, 2. � a. The water system is In conformance with a Coun�appro�ed water comprehensive plan. OR ❑ b. The water system improvement is not in conformance with a County approved water comprehensive plan and will require a water comprehensive plan amendment. (This may cause a delay in issuance of a permit or approval). 3. X a. The proposed project Is within the coParate limits of the district, or has been granted Boundary Review Board approval for exlension of service outside thm district or city, or Is within the County approved service area of a private water purveyor. OR ❑ b. Annexation or Boundary Review Board (BRB) approval will be necessary to provide service. 4. X a. Water is or will be available at the rale of Row and durat,vn Indicated below at no less than 20 psi measured at the nearest fire hydrant i , b ( Zi feet from the Guiding/property (or as marked on the attached map): Rate of flow at Peak Demand Duration ❑ less than 500 gpm (approx. gpm) '❑ less than 1 hour ❑ 500 to 999 gpm ❑ 1 hour to 2 hours �� d tl ED 1000 gpm or more 2 hours or more91 flow test of gnm b other Id calculation of a o gpm 0 c -2 e -reG ' MAY cb (Note: Commercial building permits which Includes multifamily structures require flow lest or calculation.) ® 2005 OR C'TY OF ❑ b. Water system Is not capable of providing fire flow. $�f ��lf 1DG�J34L jr>,1/(�a 5. g a. Water system has certificates of water right or water right claims sufficient to provide service. Dap-r' OR ❑ b. Water system does nontly have necessary water ri is or water right claims. r'1d S Svw.• -9 k o r Comments/conditions: t� I certify that the above water purveyor information Is true. This certification shall be valid for one year from date of signature, LPKEHAYEN UTILITY DISTRICT -e r f`..- 4 L s Agency name Signatory name Tide V V ignature Date __.._...._..._. ... ........ ......... _ In 53 S Pressure Zone; fitgisast Elevation of Property 2 76 -L t. M. Pressure i � 6 t psi ** The District, at its sole discretion, reserves the right to delay or deny water service based upon capacity limitations in District and Other Purveyor facilities. ** Water availability form.daa b-car#-water.pdf Rev. 02-14-2002 Page 1 of 1 Se Uo King County Dept. of Development and Environmental Services Building Services Division 900 Oakesdale Avenue Southwest Renton, Washington 990554219 (206) 296-6600 TTY (206) 296-7217 King County Certificate of`S�'Wer,Availability This certificate provides the Seattle King County Department of Public Health and the Department of Development and Environmental Services with information necessary to evaluate development proposals. Do not write in this box number nama c Building Permit ❑Preliminary Plat or PUD ❑ Short Subdivision ❑ Rezone or other Applicant's name: R - -e Pl- r t L L C Proposed use:. ��a •n ►an s ��b a .� �4 i {r _ _ Location: 34a o � A F "'20 (attach map and legal description It necessary) Sewer agency . . i . a. Sewer service vri+be provided by side sewer connection only to an existing I L a size sewer,�r 0A fm9M7h the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and/or ❑ (2) The construction of a collection system on the site; and/or ❑ (3) Other (describe) 2. A a. The sewer system improvement is In conformance with a County approved sewer comprehensive plan. OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. RECEIVED 3. a. The proposed project is within the corporate limits of the district or has been granted Boundary Review,�Vi A Y 2 0 2005 Board approval for extension of service outside the district or city. OR ❑ b. Annnexation or Boundary Review Board (BRB) approval will be necessary to provide service. CITY OF FEDERAL_ WAY BUILDING DEPT, 4. Service Is subject to the following: a. Connection charge: A � c �, l a he W b. Easement(s): /A r CA!?,,,r / c. Other: S a C 1• 4 .7 He. I'.� r- a A u f rU -e ` (S"C lu,- LI Z- X-44 Si Doi S.t �c�- ,D.cr ti, r f y--Lq �.•'�.e d *Ile District, at Its sole discretion, reserves the right to delay or deny sewer service based upon capacity limitations in District and Other Purveyor facilities. * I certify that the above sewer agency information is true. This certification shall be valid for one year from date of signature. LAKEHAVEN UTILITY DISTRICT Agency name _ JC-A ju hJ I% a - M4h O f!.dr Title lgrlatory name Signature Date sewer availability forrn.doc b-cert-sewer.pdf 02-07-2002 Page 1 of 1 Associated Earth Sciences, Inc. rim February 15, 2002 Project No. KEOI111G U-Haul International P.O. Box 21502 Phoenix, Arizona 85036-1502 Attention: Ms. Parul Butala Subject: Supplemental Recommendations for Pile Foundation Design Proposed Federal `Jay U-Haul Facility 34001 Pacific Highway South Federal Way, Washington Dear Ms. Butala: 408 RECEIVED MN'f 2 0 2005 CITY OF FEDERAL WAY BUILDING DEPT. U5_10230i As requested, this letter provides additional geotechnical recommendations for design of foundation piles for the proposed new Federal Way U-Haul facility. This letter should be considered supplementary to our comprehensive geotechnical report for the project dated June 13, 2001. This report is based on our knowledge of the project and the subsurface conditions on the site from our previous work described in that report. This letter has been prepared in accordance with local standards of practice in the field of geotechnical engineering at the time this letter was written. No other warranty, express or implied, is made. Project Summary Subsurface explorations completed during our original investigation of the site in February 2001 encountered existing loose to medium dense fill to depths exceeding 30 feet in some locations. During discussions with the design team, several alternatives were considered to support the building above the existing fill soil. The discussions included costs; time of year that cons t 1 tiop, will take place, schedule, and constructibility issues. The design team elected to proceed with design of a pile foundation system for the building. This letter contains our recommendations for geotechnical design of augercast foundation piles. It should be noted that one of our two exploration borings (EB-1) in the proposed building area had significantly lower standard penetration resistance in native soils below the fill. In consideration of this variability, we have used the lower standard penetration resistance values as the basis for our recommendations. This conservative assumption has resulted in somewhat lower pile foundation design parameters. It should also be noted that driven pipe piles could be used as an alternate to the augercast piles. A 6- inch-diameter driven pipe pile would be able to achieve an allowable axial compressive capacity of 10 tons with subsurface conditions observed in our explorations. It is important to realize that driven piles are advanced until specific driving resistance criteria are met, and that with soils such as those Corporate Office • 91 1 Fifth Avenue, Suite 100 • Kirkland, WA 98033 • Phone 425 827-7701 • Fax 425 827-5424 West Sound Office • 179 Madrone Lane North • Bainbridge Island, WA 98110 • Phone 206 780-9370 • Fax 206 780-9438 observed at the site, the actual depth of penetration at which the resistance criteria will be met is difficult to predict. If driven piles are considered for this project, a test pile program is recommended to provide a more accurate assessment of pile lengths. Augercast Piles We recommend that the construction of all piles be accomplished by a contractor experienced in their installation. Existing fill soils can contain boulders, concrete rubble, or other obstacles that will hinder pile construction, though no such obstacles were encountered during completion of our exploration program on the site. If obstacles are encountered, they may need to be removed, if practical, and the pile re-dilled. If removal is not possible, relocation of piles or the addition of piles may be required to achieve the required capacity. All augercast piles must penetrate at least 10 feet into suitable bearing soils beneath the existing fill. For this project, actual pile lengths are difficult to predict due to variations in the depth to suitable soils on which the pile loads will be supported. For planning purposes, we anticipate that pile lengths will vary between approximately 37 and 45 feet. The actual total length of each pile may be adjusted in the field based on required capacity and conditions encountered during drilling. Since completion of the pile takes place below ground, the judgment and experience of the geotechnical engineer or his field representative must be used as a basis for determining the required penetration and acceptability of each pile. Consequently, use of the presented pile capacities in the design requires that all piles be inspected by a qualified geotechnical engineer or engineering geologist from our firm who can interpret and collect the installation data and examine the contractors operations. The contractor should, as a minimum, be required to have an in -line grout pressure gauge and a calibrated grout pump stroke counter in order to allow measurement of grout quantities provided for each pile. During installation, at least 5 feet of fluid grout "head" is required above the auger tip at all times during auger withdrawal. Fluid grout volumes ranging from 115 to 125 percent of the theoretical pile volumes are typical for augercast piles. Greater volumes are possible in loose, variable fill soils. Associated Earth Sciences, Inc. (AESI), acting as the owner's field representative, would determine the required lengths of the piles and keep records of pertinent installation data. A pre -construction meeting is recommended to review installation procedures, measurement equipment, and acceptable requirements. The project structural engineer should be available during installation in the event obstructions necessitates additional piles or pile relocation. A final summary report would be distributed, following completion of pile installation. Subject to the recommendations and conditions presented above, the following pile capacities may be used for design of the foundation system: 2 Table 1 Augercast Pile Design Capacities Pile Diameter (Inches) Allowable Axial Compressive Capacity (Tons)l Allowable Lateral Capacity (Tons)2 Allowable Uplift Capacity (Tons) 12 15 3 10 18 22 6 15 Notes: ' Based on 10 feet minimum embedment into suitable bearing soils below existing fill, as confirmed during installation by AESI. The presented axial compressive capacities are allowable values, and include a factor of safety of at least 2.5. Lateral capacities presented assume that the pile heads will be fixed against rotation at the ground surface by a rigid pile cap or grade beam. The presented capacities are allowable values for one-half inch of deflection at the ground surface and include a factor of safety of at least 2.0. Additional lateral support for the structure can be derived through passive resistance against grade beams and pile caps. Passive resistance of grade beams and pile caps acting against medium dense existing fill can be modeled by an allowable equivalent fluid equal to 250 pounds per cubic foot. We have enjoyed working with you on this study and are confident that these recommendations will aid in the successful completion of your project. If you should have any questions, or require further assistance, please do not hesitate to call. Sincerely, ASSOCIATED EARTH SCIENCES, INC. Kirkland, Washington AB".-GuCenzleer Project Geologist cc: Triad Associates, Inc. 11814 115' Avenue NE Kirkland Washington 98034 Fax 425-821-3481 Attention: Don Hill Miller Consulting Engineers 9570 SW Barbur Boulevard #100 Portland, Oregon 97219-5412 Fax 503-246-1395 Attention: Kevin McCormick 3 Kurt D. Merriman, P.E. Senior Associate Engineer Builders, Inc. 28115 NW Evergreen Parkway #101 Hillsboro, Oregon 97124 Fax 503-645-2609 Attention: Lois Pierce BWG/af - KE01111G3 - PROJECTS\2001111\KE\WP - W2K ,FCE1\/ F May 17, 2000AY 2 0 2005 Y Or_''_ 'EIIAt_ WAY Isaac Con.RBuOLp�NG i3PP_- City of Federal Way - 33325 8th Ave. S PO Box 9718 Federal Way, WA 98063-9718 � s� RE: Progressive Insurance Service Center - Use Process I Interpretation Triad Job No. 05-077 Dear Isaac: /TRLAD ASSOCIATES 12112 115:11 Avenue NE Kirkland. WA 98034-6923 425.821.8448 428.821.3481 fax 800.488.075E roll free `aW Vw,.r Ia classoC.COnI On behalf of our client and the Applicant, The Zaremba Group/Progressive Insurance, and pursuant to your pre -application letter dated March 25, 2005, we request the following use interpretation in regard to the proposed Progressive Insurance Service Center at the vacant property situated at 34001 Pacific Highway South. Your letter indicated that an insurance claim service center use is not specifically identified in the BP zone. You have suggested that it will be necessary to request a use interpretation pursuant to the provisions of Federal Way City Code (FWCC) 22-345. We hereby request the Planning Director to confirm that the proposed insurance claim service center use is a permitted use in the Business Park (BP) zone (FWCC Chapter 22, Article XI, Division 10). The Applicant intends to construct a 14,759 square foot building that will allow clients to bring their damaged vehicles to the site for inspection, damage assessment, and to leave the vehicle on the site to be removed for repair at another facility. Approximately 5,059 square feet of the structure will be devoted to office space for administrative functions with the balance of the building (9,700 square feet) dedicated to inspection bays which are classified as warehouse. The rear portion of the site will be fenced to allow for the outside storage of the vehicles on a temporary basis. While the proposed use is not specifically identified as an outright permitted use in. the BP zone, the proposed use is similar to other uses that are allowed in the BP zone. For example, the BP zone permits retail establishments providing vehicle or boat, service, repair, or painting. The proposed use is also similar to a vehicle repair facility, an allowed use, as clients will be bringing damaged vehicles to the site for service and repair. However, the repair will not be conducted on site. Additionally, the proposed use is similar to the "vehicle storage area" which is defined as "an outside area which is used for the storage and/or display of operational vehicles". The proposed use will have outside storage of vehicles that are operational; however, the vehicles have sustained body damage that requires repair which, again, will not be conducted onsite. Please reply with your use interpretation concurring with the above as a permitted use within the BP zone. We request your reply within the next two days so it can forwarded to the Applicant. Sincerely, T D ASSOCIATES Jeff I rgan Project Planner cc: ' Todd Hamula, Zaremba Group LLC Geotechnical Engineering J4 . Water Resources 0 Solid and Hazardous Waste . 1�0 Ecological/Biological Sciences Geologic Assessments Associated Earth Sciences, Inc. Subsurface Exploration, Geologic Hazard, and Preliminary Geotechnical Engineering Report FEDERAL WAY U-HAUL Federal Way, Washington Prepared for U-HAUL International, Inc. Project No. KEO1111G June 13, 2001 m SUBSURFACE EXPLORATION, GEOLOGIC HAZARD, AND PRELIMINARY GEOTECHNICAL ENGINEERING REPORT FEDERAL WAY U-HAUL Federal Way, Washington Prepared for: U-HAUL International, Inc. 2727 North Central Avenue P.O. Box 21502 Phoenix, Arizona 85036-1502 Prepared by: Associated Earth Sciences, Inc. 911 5' Avenue, Suite 100 Kirkland, Washington 98033 425-827-7701 Fax: 425-827-5424 June 13, 2001 Project No. KEO1111G I Subsurface Exploration, Geologic Hazard, and • Federal Way U-HAUL Preliminary Geotechnical Engineering Report Federal Way, Washington Project and Site Conditions I. PROJECT AND SITE CONDITIONS 1.0 INTRODUCTION This report presents the results of our subsurface exploration, geologic hazard, and preliminary geotechnical engineering study for the proposed Federal Way U-HAUL facility in Federal Way, Washington (Vicinity Map, Figure 1). The approximate locations of the explorations accomplished for this study are presented on the Site and Exploration Plan, Figure 2. Once the final design of the project has been completed, the conclusions and recommendations contained in this report should be reviewed and modified, or verified, as necessary. 1.1 Purpose and Scope The purpose of this study was to provide subsurface data to be utilized in the design and development of the above -mentioned project. Our study included a review of available geologic literature, drilling exploration borings, excavating exploration pits, and performing geologic studies to assess the type, thickness, distribution, and physical properties of the subsurface materials and shallow ground water conditions. Geologic hazard evaluations and preliminary geotechnical engineering studies were also conducted to determine suitable geologic hazard mitigation techniques if needed, the type of suitable foundations, allowable foundation soil bearing pressures, anticipated foundation settlements, basement/retaining wall lateral pressures, floor support recommendations, and geotechnical drainage considerations. This report summarizes our fieldwork and offers development recommendations based on our present understanding of the project. 1.2 Authorization Written authorization to proceed with this study was granted by Ms. Parul Butala of U-HAUL International, Inc. Our study was accomplished in general accordance with discussions with Mr. Don Hill of Triad Associates, and Associated Earth Sciences, Inc.'s (AESI's) proposal letters dated January 15, 2001 and March 28, 2001. This geotechnical report is Task III of the initial January proposal. The January proposal also consisted of a Wetland and Stream Delineation and Classification Report (Task I) and a Wetland/Stream Impact Assessment (Task II). Tasks I and II are included in a separate report. This geotechnical report (Task III) has been prepared for the exclusive use of U-HAUL International, Inc. and their agents for specific application to this project. Within the limitations of scope, schedule, and budget, our services have been performed in accordance with generally accepted geotechnical engineering and engineering geology practices in effect in this area at the time our report was prepared. No other warranty, express or implied, is made. Our observations, findings, and opinions are a means to identify and reduce the inherent risks to the owner. June 13, 2001 ASSOCIATED EARTH SCIENCES, INC. IDClap - KE01111G2 - D:IWPlap14-01 - W2K Page 1 Subsurface Exploration, Geologic Hazard, and Federal Way U-HAUL Preliminary Geotechnical Engineering Report Federal Way, Washington Project and Site Conditions 2.0 PROJECT AND SITE DESCRIPTION Present plans call for the construction of a storage and customer service center facility on the easterly portion of the site. The main building will be a two-story, moderately loaded, metal - frame structure that will be constructed near the east side of the site. A lightly loaded mini - storage building, concrete -paved truck parking, and canopy -covered RV storage are to be built to the west of the main building. The project site consists of the roughly rectangular shaped parcel fronting some 345 feet on the west side of Pacific Highway South. The property extends some 500 to 600 feet to the west of existing wetlands and ponds. The property is bounded by commercial properties to the north and south. The site slopes at low angles down to the west from Pacific Highway South. This eastern half of the site has approximately 15 feet of elevation change over some 500 feet and is covered with grass and scattered brush. 3.0 SUBSURFACE EXPLORATION Our field study included excavating nine exploration pits, drilling three exploration borings, and conducting a geologic reconnaissance to gain information about the site. The various types of materials and sediments encountered in the explorations, as well as the depths where characteristics of these materials changed, are indicated on the exploration logs presented in the Appendix. The depths indicated on the logs where conditions changed may represent gradational variations between sediment types in the field. Our exploration pits were located in the field by survey, while the exploration borings were located by measuring from existing site features. The exploration locations are shown on the Site and Exploration Plan, Figure 2. The conclusions and recommendations presented in this report are based on the explorations completed for this study. The number, location, and depth of the explorations were completed within site and budgetary constraints. Because of the nature of exploratory work below ground, extrapolation of subsurface conditions between field explorations is necessary. It should be noted that differing subsurface conditions may sometimes be present due to the random nature of deposition and the alteration of topography by past grading and/or filling. The nature and extent of any variations between the field explorations may not become fully evident until construction. If variations are observed at that time, it may be necessary to re- evaluate specific recommendations in this report and make appropriate changes. 3.1 Exploration Pits Nine exploration pits were completed by a subcontracted backhoe. All of the exploration pits except one (exploration pit EP-5) were excavated to 13 feet below the surface. Exploration pit EP-5 was terminated at 10 feet below the surface due to refusal in concrete rubble. During the June 13, 2001 ASSOCIATED EARTH SCIENCES, INC. !DC/ap - KE01111G2 - D:IWPIap14-01 - W2K Page 2 Subsurface Exploration, Geologic Hazard, and Federal Way U-HAUL Preliminary Geotechnical Engineering Report Federal W , Washington Project and Site Conditions excavating, samples were obtained of each distinct soil type in each pit. The samples obtained from the pits were classified in the field and representative portions placed in watertight containers. The samples were then transported to our geotechnical laboratory for further visual classification and geotechnical laboratory testing, as necessary. The pits were continuously observed and logged by an engineering geologist from our firm. The exploration logs presented in the Appendix are based on the field logs, excavation rates and action, and inspection of the samples secured. 3.2 Exploration Borings Three exploration borings were completed by advancing a 4.25-inch inside -diameter, hollow - stem auger with a subcontracted truck -mounted drill rig. During the drilling process, samples were obtained at 5-foot intervals. The borings were continuously observed and logged by an engineering geologist from our firm. The exploration logs presented in the Appendix are based on the field logs, drilling action, and inspection of the samples secured. Disturbed but representative samples were obtained by using the Standard Penetration Test procedure in accordance with ASTM:D 1586. This test and sampling method consists of driving a standard 2-inch outside -diameter, split -barrel sampler a distance of 18 inches into the soil with a 140-pound hammer free -falling a distance of 30 inches. The number of blows for each 6-inch interval is recorded and the number of blows required to drive the sampler the final 12 inches is known as the Standard Penetration Resistance ("N") or blow count. If a total of 50 blows are recorded at or before the end of one 6-inch interval, the blow count is recorded as 50 blows for the number of inches of penetration. The resistance, or N-value, provides a measure of the relative density of granular soils or the relative consistency of cohesive soils. These values are plotted on the attached boring logs. The samples obtained from the split -barrel sampler were classified in the field and representative portions placed in watertight containers. The samples were then transported to our geotechnical laboratory for further visual classification and geotechnical laboratory testing, as necessary. 4.0 SUBSURFACE CONDITIONS Subsurface conditions at the project site were inferred from the field explorations accomplished for this study, visual reconnaissance of the site, and a review of applicable geologic literature. We reviewed geologic data for the site based on the U. S. Geological Survey (USGS) Geology of the Poverty Bay Quadrangle, Washington by Waldron (1961). This map indicates that the site is underlain by a mantling of sand and gravel over ground moraine deposits (till). Our explorations encountered stratigraphy that was not in agreement with the USGS mapped stratigraphy. It appears that the original upper sand, gravel, and possibly till that were on the June 13, 2001 ASSOCIATED EARTH SCIENCES, INC. !DC/ap - KE01111 G2 - D: IWPIap14-01 - W2K Page 3 Subsurface Exploration, Geologic Hazard, and Federal Way U-HAUL Preliminary Geotechnical Engineering Report Federal Way, Washington Project and Site Conditions site was mined and removed from the site to be replaced by fill. As shown on the field logs, the explorations generally encountered loose to medium dense fill overlying an alluvial deposit consisting of loose/medium stiff sand, clayey silt, and silty clay, overlying dense to very dense advance outwash sand and gravel. The following section presents more detailed subsurface information organized from the upper (youngest) to the lower (oldest) material and sediment types. 4.1 Stratigraph-y Fill Fill soils were encountered to the full depth (10 to 13 feet) excavated in all nine exploration pits and in the upper 15 to 31 feet of the borings drilled at the site. Generally, the fill consisted of a an upper fine to coarse sand with trace to little silt (outwash sand source) from the surface to between 2 and 6 feet below the surface. Below this, the fill was generally a silty sand or sandy silt with little amounts of gravel (till or glaciolacustrine source). The fill is well suited for parking lot support with minor surficial reworking and poorly to moderately suited for building support, depending on the building loads and settlement tolerances. Most of the fill may be suitable for reuse in structural areas if pockets of debris and silt are removed and the soil recompacted, weather and moisture content permitting. Glaciolacustrine Below the fill, in exploration borings EB-1 and EB-2, an alluvial deposit of loose/medium stiff clayey silt, silty clay, and fine to medium sand was encountered. This alluvial deposit was encountered between 31 and 36 feet below the surface in EB-2. The deposit was encountered from 26 feet below the surface through to the end of the boring at 39 feet below the surface in EB-1. Advance Outwash An advance outwash deposit of very dense sand and gravel with trace amounts of silt was encountered below the alluvium in EB-2 and below the fill in EB-3. EB-2 and EB-3 were terminated in this deposit at 38.5 and 24 feet below the surface, respectively. 4.2 Hydrology Ground water seepage was encountered in exploration pits EP-1, EP-2, EP-4, EP-9, and exploration boring EB-1 at the time of our field study. The seepage was slight and estimated at between 1 and 3 gallons per minute and was encountered approximately 3 to 5 feet below the surface at these exploration locations. The ground water encountered is interpreted as a perched condition. The perched water occurs when surface water infiltrates down through the June 13, 2001 ASSOCIATED EARTH SCIENCES, INC. JDC/ap - KE01111G2 - D: IWPIap14-01 - W2K Page 4 Subsurface Exploration, Geologic Hazard, and Federal Way U-HAUL Preliminary Geotechnical Engineering Report Federal Way, Washington Project and Site Conditions relatively permeable upper fill and becomes trapped or perched atop a comparatively impermeable barrier such as the siltier, lower fill or atop less permeable native deposits. During the wetter winters and springs, ground water levels may rise above the current level. It should be noted that fluctuations in the level of the ground water may also occur at any time of the year and due to variations in rainfall, irrigation, pond, and stream levels. June 13, 2001 ASSOCIATED EARTH SCIENCES, INC. JDC/ap - KE01111G2 - DAWPIap14-01 - MK Page 5 Subsurface Exploration, Geologic Hazard, and Federal Way U-HAUL Preliminary Geotechnical Engineering Report Federate, Washington Geologic Hazards and Mitigations II. GEOLOGIC HAZARDS AND NUTIGATIONS The following discussion of potential geologic hazards is based on the geologic, slope, ground water, and surface water conditions as observed and discussed herein. The discussion will be limited to seismic, erosion hazards, and landslide hazards. 5.0 SEISMIC HAZARDS AND RECOMMENDED MITIGATION Earthquakes occur in the Puget Lowland with great regularity. The vast majority of these events are small and are usually not felt. However, large earthquakes do occur as evidenced by the 1949, 7.2 magnitude event, the 1965, 6.5 magnitude event, and the 2001, 6.8 magnitude event. The 1949 earthquake appears to have been the largest in this area during recorded history. Evaluation of return rates indicates that an earthquake of a magnitude between 6.0 and 7.0 is likely within a given 15- to 20-year period. Generally, there are four types of potential geologic hazards associated with large seismic events: 1) surficial ground rupture; 2) seismically induced landslides; 3) liquefaction; and 4) ground motion. The potential for each of these hazards to adversely impact the proposed project is discussed below. 5.1 Surficial Ground Rumure Generally, the largest earthquakes, which have occurred in the Puget Sound area, are sub - crustal events with epicenters ranging from 50 to 70 kilometers in depth. For this reason, no surficial faulting or earth rupture, as a result of deep, seismic activity has been documented, to date, in the vicinity of the site. Therefore, it is our opinion, based on existing geologic data, that the risk of surface rupture impacting the proposed project is low and no mitigations are necessary. 5.2 Seismically Induced Landslides Based on the existing geologic data and the lack of significant existing or proposed slopes at the site, it is our opinion that the risk of seismically induced landslides is low and no mitigation efforts are necessary. 5.3 Liquefaction The encountered stratigraphy at the site has a low potential for liquefaction due to its generally medium dense to very dense state and lack of true shallow ground water conditions. Therefore, no mitigation efforts are necessary. June 13, 2001 ASSOCIATED EARTH SCIENCES, INC. JDC/ap - KE01111G2 - DAWPIapl4-01 - WZK Page 6 Subsurface Exploration, Geologic Hazard, and Federal Way U-HAUL Preliminary Geotechnical Engineering Report Federal Way, Washington Geologic Hazards and Mitigations 5.4 Ground Motion It is our opinion that any earthquake damage to the proposed building could be caused by a combination of intensity and acceleration associated with the event. This is based on the site stratigraphy and visual reconnaissance of the site. Structural design of the building should follow current Uniform Building Code (UBC) standards for seismic Zone 3 and a soil profile type SD. No additional mitigation efforts are necessary. 6.0 EROSION HAZARDS AND MITIGATION To mitigate and reduce the erosion potential and off -site sediment transport during construction, we recommend the following: 1) All storm water from impermeable surfaces including driveways, parking areas, and roofs should be discharged into the storm sewer system. 2) Temporary sediment catchment facilities may be constructed to intercept sediment eroded during the construction phases of the proposed project prior to the storm water's discharge into the storm sewer system. 3) Check dams should be used to control surface run-off across the site and silt fences should be placed along the lower elevations. 4) Earthwork should proceed during the drier periods of the year, if possible, and disturbed areas should be covered or re -vegetated as soon as possible. 5) Soils, which are to be reused around the site, should be stored in such a manner as to reduce erosion. Protective measures may include, but are not necessarily limited to, covering with plastic sheeting, the use of graded stockpiles, and/or the use of hay bales and silt fences to surround the stockpiles. June 13, 2001 ASSOCIATED EARTH SCIENCES, INC. JDC/ap-KE01111G2-D:MPIapi"I -WZK Page 7 Subsurface Exploration, Geologic Hazard, and Federal Way U-HAUL Preliminary Geotechnical Engineering Report Federal Way, Washington nodipm Recommendations III. DESIGN RECOMMENDATIONS 7.0 INTRODUCTION Our exploration indicates that, from a geotechnical standpoint, the parcel is suitable for the proposed development provided the risks discussed are accepted and the recommendations contained herein are properly followed. The existing fill on the site is considered a moderately suitable bearing material, primarily suited to parking lot support. The ideal bearing stratum (advance outwash sand and gravel) is between 15 to 36 feet below the surface in vicinity of the eastern buildings and greater than 39 feet in the western parking and RV storage portion of the site. Several options exist for support of the new buildings. Where the loads are moderate as they are with the proposed two-story main building, selective removal and replacement of the existing fill with new structural fill below the new building is recommended. Total settlement amounts were estimated for several removal and replacement depths. These are as follows: Settlement with no new fill pad: 11/2 to 3 inches Settlement with 3 feet of new structural fill: 11/2 to 21/2 inches Settlement with 5 feet of new structural fill: 1 to 21/2 inches Settlement with 10 feet of new structural fill: 1 to 2 inches If these settlement amounts are not considered acceptable, then placing the building on piling extending through the existing fill and alluvium into the underlying advance outwash is recommended for the building's support. We are available to provide pile foundation design parameters and installation observation services if required. Where the structures are lightly loaded and are of a more settlement -tolerant structure type, placing the buildings on a minimum 3-foot-thick structural fill pad is recommended. Concrete -paved parking lots and canopy foundations may be placed on the existing fill following its proper recompaction, as subsequently recommended. Scattered areas in the parking lots and below canopy footings may need overexcavation and replacement. It should be recognized that construction above existing fill soils carries an inherent risk, regardless of the remedial efforts provided to the fill surface. Pockets or layers of organic -rich or soft fill soils left in place will result in post - construction settlement. The magnitude and duration of settlement is difficult, at best, to predict. If post -construction settlement is intolerable, the use of pile foundations is recommended. In addition, more frequent pavement repairs and a reduced pavement design life should be expected. June 13, 2001 ASSOCIATED EARTH SCIENCES, INC. 1DClap - KE01111G2 - DAWPIap14-01 - nK Page 8 Subsurface Exploration, Geologic Hazard, and Federal Way U-HAUL Preliminary Geotechnical Engineering Report Federal Way, Washington Design Recommendations 8.0 SITE PREPARATION Existing fill should be removed to the selected depth below subgrade elevations of new building footings. Existing fill under new parking and canopy areas should be reworked/recompacted to a minimum 12 inches below proposed subgrade. Deeper excavation locally should be expected. Areas where loose or soft, surficial soils remain in the parking areas, below canopy footings, or below lightly loaded buildings may require additional overexcavation and replacement with structural fill. The depth and extent of overexcavation can best be determined in the field by the geotechnical engineer or engineering geologist. We recommend that parking and canopy areas be proofrolled with a loaded dump truck to identify any soft areas. Generally, overexcavations greater than 5 feet below grade should not be necessary. In our opinion, stable construction slopes should be the responsibility of the contractor and should be determined during construction. For estimating purposes, however, we anticipate that temporary, unsupported cut slopes in the fill and the underlying alluvium can be made at a maximum slope of 2HAV (Horizontal: Vertical) while unsupported cuts in the lower advance outwash sand and gravel may be made at a maximum slope of 1.5HAV. As is typical with earthwork operations, some sloughing and raveling may occur and cut slopes may have to be adjusted in the field. In addition, WISHA/OSHA regulations should be followed at all times. The on -site soils contain a moderate to high amount of fine-grained material (silt and clay), which makes them moisture sensitive and subject to disturbance when wet. The contractor must use care during site preparation and excavation operations so that the underlying soils are not softened. If disturbance occurs, the softened soils should be removed and the area brought to grade with structural fill. 9.0 STRUCTURAL FILL We understand that no major grade changes are anticipated at the site and, as such, the use of structural fill will be limited mainly to fill pads below the buildings. All references to structural fill in this report referring to subgrade preparation, fill type, placement, and compaction of materials are discussed in this section. If a percentage of compaction is specified under another section of this report, the value given in that section should be used where indicated. After stripping, planned excavation, and required overexcavation has been performed to the satisfaction of the geotechnical engineer/engineering geologist, the exposed ground should be recompacted to 92 percent of the modified Proctor maximum density using ASTM:D 1557 as the standard. This recompacted surface should also be firm and unyielding. If the subgrade June 13, 2001 ASSOCIATED EARTH SCIENCES, INC. JDC/ap - KE01111G2-D:IWPIap14-01 - W2K Page 9 Subsurface Exploration, Geologic Hazard, and Federal Way U-HAUL Preliminary Geotechnical Engineering Report Federal Way, Washington Design Recommendations contains too much moisture or ground water seepage, adequate recompaction may be difficult or impossible to obtain and should probably not be attempted. In lieu of recompaction, the area to receive fill should be blanketed with washed rock or quarry spalls to act as a capillary break between the new fill and the wet subgrade. Where the exposed ground remains soft and further overexcavation is impractical, placement of an engineering stabilization fabric may be necessary to prevent contamination of the free -draining layer by silt migration from below. After recompaction of the exposed ground is tested and approved, or a free -draining rock course is laid, structural fill may be placed to attain desired grades. Structural fill is defined as non -organic soil, acceptable to the geotechnical engineer, placed in maximum 8-inch loose lifts, with each lift being compacted to 95 percent of the modified Proctor maximum density using ASTM:D 1557 as the standard. The top of the compacted fill should extend horizontally outward a minimum distance of 3 feet beyond the location of the perimeter footings or roadway edge before sloping down at an angle of 211:1V or shallower. The contractor should note that any proposed fill soils should be evaluated by AESI prior to their use in fills. This would require that we have a sample of the material 48 hours in advance of filling activities to perform a Proctor test and determine its field compaction standard. Soils in which the amount of fine-grained material (smaller than the No. 200 sieve) is greater than approximately 5 percent (measured on the minus No. 4 sieve size) should be considered moisture sensitive. Use of moisture -sensitive soil in structural fills should be limited to favorable dry weather conditions. The on -site soils generally contained significant amounts of silt and are considered moisture sensitive. In addition, construction equipment traversing the site when the soils are wet can cause considerable disturbance. If fill is placed during wet weather or if proper compaction cannot be obtained, a select import material consisting of a clean, free -draining gravel and/or sand should be used. Free -draining fill consists of non -organic soil with the amount of fine-grained material limited to 5. percent by weight when measured on the minus No. 4 sieve fraction (such as the Washington State Department of Transportation 9.03.14[1] gravel borrow, modified to less than 5 percent fine). A representative from our firm should inspect the stripped subgrade and be present during placement of structural fill to observe the work and perform a representative number of in - place density tests. In this way, the adequacy of the earthwork may be evaluated as filling progresses and any problem areas may be corrected at that time. We are available to aid in developing a suitable monitoring and testing frequency. June 13, 2001 ASSOCIATED EARTH SCIENCES, INC. JDC/ap - KE01 HIG2 - D:IWP1ap14-01 - W2K Page 10 Subsurface Exploration, Geologic Hazard, and Federal Way U-HAUL Preliminary Geotechnical Engineering Report Federal Way, Washington Design Recommendations 10.0 FOUNDATIONS 10.1 Spread Footings Building footings should be founded atop new structural fill pads. Building footings should not be founded directly on the existing old fill. Building loads may also be supported on a driven or drilled pile foundation embedded into the underlying natural advance outwash. Canopy footings may be founded on recompacted existing fill when the upper 12 inches is compacted to 95 percent or greater of its modified Proctor value (see Section 9.0) We recommend that an allowable foundation soil bearing pressure of 1,500 pounds per square foot (psf) be utilized for design purposes, including both dead and live loads. An increase of one-third may be used for short-term wind or seismic loading. Perimeter footings should be buried at least 18 inches into the surrounding soil for frost protection and interior footings require only 12 inches of burial. However, all footings must penetrate to the prescribed bearing stratum and no footing should be founded in or above loose, organic, or existing fill soils. All footings should have a minimum width of 18 inches. It should be noted that the area bounded by lines extending downward at 1H:1V from any footing must not intersect another footing or intersect a filled area which has not been compacted to at least 95 percent of ASTM:D 1557. In addition, a 1.5H:1V line extending down from any footing must not daylight because sloughing or raveling may eventually undermine the footing. Thus, footings should not be placed near the top edge of steps or cuts in the bearing soils. Disturbed soil not removed from footing excavations prior to footing placement could result in increased settlements. Estimated settlements associated with the existing fill are presented in Section 7.0 of this report. These estimates represent total settlements. Differential settlements may approach the total settlement estimates. AESI should observe all footing areas prior to placing concrete to verify that the design bearing capacity of the soils has been attained and that construction conforms to the recommendations contained in this report. The City of Federal Way may require these inspections. Perimeter footing drains should be provided as discussed under the section on Drainage Considerations. 11.0 LATERAL WALL PRESSURES All backfill behind walls or around foundation units should be placed as per our recommendations for structural fill and as described in this section of the report. Horizontally backfilled walls that are free to yield laterally at least 0.1 percent of their height may be designed using an equivalent fluid equal to 35 pounds per cubic foot (pcf). Fully restrained, horizontally backfilled rigid walls that cannot yield should be designed for an equivalent fluid of 50 pcf. June 13, 2001 ASSOCIATED EARTH SCIENCES, INC. !DC/ap - KEO1111G2 - DAWPlap14-01 - W2K Page 11 Subsurface Exploration, Geologic Hazard, and Federal Way U-HAUL Preliminary Geotechnical Engineering Report Federal Way, Washington Design Recommendations The lateral pressures presented above are based on the conditions of a uniform horizontal backfill consisting of imported sand and gravel compacted to 90 percent of ASTM:D 1557 within 3 feet horizontally of the wall. A higher degree of compaction is not recommended this close to the wall, as this will increase the pressure acting on the wall. Lower compaction amounts may result in settlement of structures above the walls. Beyond 3 feet from the back of the wall, the structural fill should be compacted to 95 percent of ASTM:D 1557. The compaction levels are critical and should be tested during placement. Surcharges from adjacent footings, heavy construction equipment, or sloping ground must be added to the above values. Footing drains should be provided for all retaining walls as discussed under the section on Drainage Considerations. It is imperative that proper drainage be provided so that hydrostatic pressures do not develop against the wall. This would involve installation of a minimum 1-foot-wide imported, washed gravel blanket drain, a Mira -Drain 6000 drainage mat, or equivalent for the full wall height (excluding the upper 1 foot). 11.1 Passive Resistance and Friction Factors Retaining wall footings cast directly against existing fill soils in a trench may be designed for passive resistance against lateral translation using an equivalent fluid equal to 200 pcf. The passive equivalent fluid pressure diagram begins at the top of the footing; however, total lateral resistance should be summed only over the depth of the actual key (truncated triangular diagram). If footings are placed on grade and then backfilled, the top of the compacted backfill must be horizontal and extend outward from the footing for a minimum lateral distance equal to three times the height of the backfill, before tapering down to grade. With backfill placed as discussed, footings may also be designed for passive resistance against lateral translation using an equivalent fluid equal to 250 pcf and the truncated pressure diagram discussed above. The passive resistance value includes a factor of safety equal to 3 in order to reduce the amount of movement necessary to generate passive resistance. The friction coefficient for footings cast directly on undisturbed, medium dense sands may be taken as 0.3. This value includes a safety factor of at least 1.5. Since it will be difficult to excavate these soils without disturbance, the soil under the footings must be recompacted to 95 percent of the above -mentioned standard for this value to apply. 12.0 FLOOR SUPPORT Slab -on -grade floors may be constructed on a structural fill pad as mentioned above. Floor slab settlements may approach the magnitude of foundation settlement previously presented. Significant reduction of these settlement amounts would require a structurally supported floor slab. In order to limit moisture intrusion through floor slabs, the slabs should be constructed June 13, 2001 ASSOCIATED EARTH SCIENCES, INC. JDClap - KE01111 G2 - D: I WPlapW-01 - W2K Page 12 Subsurface Exploration, Geologic Hazard, and ' Federal Way U-HAUL Preliminary Geotechnical Engineering Report • Federal Way, Washington Desi n Recommendations atop a capillary break material and a vapor barrier. The capillary break material should consist of a minimum thickness of 4 inches 'of washed rock, pea gravel, or other low fines content (less than 5 percent passing the No. 200 sieve) coarse aggregate, with a 6-mil or thicker plastic moisture barrier on top of the capillary break. In addition, it is recommended that a minimum of 2 inches of clean sand cover the moisture barrier to protect the integrity of the moisture barrier during concrete placement, and to aid in the curing of the concrete. Floors constructed over a crawl space should have a vapor barrier placed over the surface of the soil in the crawl space and should be adequately vented per the UBC and local building codes. 13.0 DRAINAGE CONSIDERATIONS All retaining and perimeter footing walls should be provided with a drain at the footing elevation. Drains should consist of rigid, perforated, PVC pipe surrounded by pea gravel or washed rock. The level of the perforations in the pipe should be set approximately 2 inches below the bottom of the footing and the drains should be constructed with sufficient gradient to allow gravity discharge away from the building. In addition, all retaining walls should be lined with a minimum 1-foot-wide imported, washed gravel blanket drain, a Mira -Drain 6000 drainage mat, or equivalent for the full wall height (excluding the upper 1 foot). The wall drain should tie into the footing drain. Roof and surface runoff should not discharge into the footing drain system but should be handled by a separate, rigid tightline drain. In planning, exterior grades adjacent to walls should be sloped downward away from the structure to achieve surface drainage. 14.0 PROJECT DESIGN AND CONSTRUCTION MONITORING At the time of this report, site grading, structural plans, and construction methods have not been finalized and the recommendations presented herein are preliminary. We are available to provide additional geotechnical consultation as the project design develops and possibly changes from that upon which this report is based. We recommend that AESI perform a geotechnical review of the plans prior to final design completion. In this way, our earthwork and foundation recommendations may be properly interpreted and implemented in the design. We are also available to provide geotechnical engineering and monitoring services during construction. The integrity of the foundation depends on proper site preparation and construction procedures. In addition, engineering decisions may have to be made in the field in the event that variations in subsurface conditions become apparent. Construction monitoring services are not part of this current scope of work. If these services are desired, please let us know and we will prepare a cost proposal. June 13, 2001 ASSOCIATED EARTH SCIENCES, INC. JDC/ap - KE01111 G2 - D: IWPIap14-01 - W2K Page 13 Subsurface Exploration, Geologic Hazard, and Federal Way U-HAUL Preliminary Geotechnical Engineering Report Federal Way, Washington Design Recommendations We have enjoyed working with you on this study and are confident that these recommendations will aid in the successful completion of your project. If you should have any questions, or require further assistance, please do not hesitate to call. Sincerely, ASSOCIATED EARTH SCIENCES, INC. Kirkland, Washington �t q A8'i' ,rz� _ f :. ONAL S EXPiR85 11 /26 I M y Jdhn D. Coleman T Kurt D. Merriman, P.E. Project Geologist Senior Associate Engineer Attachments: Figure 1: Figure 2: Appendix: Vicinity Map Site and Exploration Plan Exploration Logs June 13, 2001 ASSOCIATED EARTH SCIENCES, INC. JDClap - KE01111G2 - D: IWPIap14-01 - W2K Page 14 1=1715• W WOS9417P1f Q' W JOB Im J�ATR a Sri 7t­ fc— ki to- cErtire��`. f + �I i. ! a .f� I i . 1 i '1= ! 1' r� i- is �.• AW f•' j e'••l � r• i i � R-i• i �y 1 l7 Aii �/�..� � i ^..,� � C .• } it ,.� r (•% fr. .3 _ ■ 1 `III.` '; 1 iru l { Y :her Lake ja Park- 1•Sall , �m oil i r:; •� i..R = �i:,�+r'•' •{ •'• `''. •'•• t ! 3 •` ode L�i4dTr+•' r .31r •`I •••)lr j �'J •I •' •� f /`. •i. •. li ',� •' `Y• •`�-r .lam• ��i ��� ti r�'. � `. �rllak4 1 1� i sea r ,' ZG •._ ii �� f t', • I / °:I : ' {'I: �,� .-• •�. rl 1 ;y •; • - �•• j f' +` ��' i •I.; f• i j f I ;latoe>and •� rdy 2f iii1 f ff �• r :. llir'♦ � .� \JI-`�+' i �! •` '\ r J�f' ten- iy• 11 f�� -f. � �' �: I /i., --� �'� .3 1 F" 1 ��} ~�� :. �j • q•' . tom• � t � , 1! n , ' x r V -� 1 ti• �'".-!,` el • �� :Fi i !, S.F. LItE �•5 l ■ _-.. r . l71^dL"•W •t Wi0S9412r1fV' W T141 ,� nu U1M � 9. mcr ■ sm� moan Plmd� from TOPOI 0199E W5ffb nr P,Oiwlbn i+'wr t" M W 1 r VICINITY MAP FIGURE 1 m Associated Earth Sciences, Inc. ® ® ® ® ® FEDERAL WAY U-HAUL DATE 3/01 FEDERAL WAY, WASHINGTON PROJ. NO. KE01111G l:� ...... 1 11 •�Q:'j I I i 2g 93 :� / i J I I� / / • I I I i � \ v EP-1 2�9 I i - •. I 1 1 •• I I I 1 • I .y � j l l I 1 _ N ES-1 I • ' N t4 N Co N to v tN0 + I n I I I + I � ■ I ! + I I EP-21 =WER EASEMENT I 1 1 +82SSUPERIOR COURT :, • ref , I I � , I 1 I ■ NHS cA►�: I7o I I I I — — — — — / I 1 I 1 1 N M EP-41 oximate location of )ration pit oximate location of gyration boring Reference: Triad Associates ^' /W- mciated Earth Sciences, Inc. SITE AND EXPLORATION PLAN FIGURE 2 ® ® ® ® FEDERAL WAY U-HAUL DATE 06101 FEDERAL WAY, WASHINGTON PROJECT NO. KE01111G ' ' ►11 �:1 M FS! Well -grade _.avel ane Terms Describing Relative Density a„d Consistency .0 ' o' Gw gravel with sand, little to m tL m . 0. 0 Density 5PT biowslfoot 0 o no fines Coarse- Very Loose 0 to 4 m f0 > °0 °0° Poorty-graded gravel Grained Soils Loose 4 to 10 m U v�'i 00000 GP Medium Dense 10 to 30 Test Symbols and gravel with sand, c o v a o o° o Dense 30 to 50 G =Grain Size N co ° 0000a little to no fines Very Dense >50 Z o ° M = Moisture Content Z 40 co Consistent; SPT%lowslfoot A = Atterberg Limits Silty gravel and silty C = Chemical o M m GM Very Soft 0 to 2 DO = D Density 5 gravel with sand Fine- Dry H W w Soft 2 to 4 K= Permeability Grained Soils c m LL Medium Stiff 4 to 8 : e Stiff 8 to 15 �, N Clayey gravel and very Stiff 15 to 30 GC clayey gravel with Had >30 o sand Component Definitions L o Well -graded sand and Oescrf five Term Size Range and Sieve Number m '-6 sw sand with gravel, little Boulders Larger than 12' LL to no fines Cobbles 3' to 12' e Poorly -graded sand Gravel 3' to No. 4 (4.75 mm) m �,,-; ❑ m ,,� :. : -, Coarse Gravel 3' to 3/4' U N SP and sand with gravel, Fine Gravel 3/4' to No. 4 (4.75 mm) little to no fines c c Sand No. 4 (4.75 mm) to No. 200 (0.075 mm) Z Coarse Sand (7 � No. 4 (4.75 mm) to No. 10 (2.00 mm) Silty sand and Medium Sand sM silty sand with Fine Sand No. 10 (2.00 mm) to No. 40 (0.425 mm) m Co N No. 40 (0.425 mm) to No. 200 (0.075 mm) 0 o a m . V gravel Silt and Clay Smaller than No. 200 (0.075 mm) LID Na Clayey sand and {ay . sc Estimated Percentage Moisture Content clayey sand with Percentage by Dry - Absence of moisture, gravel Component Vy_ _eight dusty, dry to the touch Silt, sandy silt, gravelly silt, Trace <5 Slightly Moist - Perceptible > o MILsiltwith sand or gravel Few 5 to 10 moisture m e Little 15 to 25 Moist - Damp but no visible 93 T, With Non -primary coarse water N �j Clay of low to medium constituents: > 15% Very Moist - Water visible but 6 y CL plasticity; silty, sandy, or Fines content between not free draining gravelly clay, lean clay 5% and 15% Wet -Visible free water, usually _ from below water table li Cr Organic clay or silt of low Symbols c =, _ — OL plasticity Blows/6' or g Sampler portion of 6" Cement rout Type. e 1 g Elastic silt, clayey silt, silt O 1 Sampler�� surface seal with micaceous or 2.0' OD ° Bentonite o m MH Split -Spoon ; Description Aseal diatomaceous fine sand or Sam lerm O7 silt P 3.0'OD Split -Spoon SamplerFilter pack with ` S 325' OO Split -Spoon v c Clay of high plasticity, (� P poop Ring Sampler I.y blank casing v Bulk sample section m E CH sandy or gravelly clay, fat 3.0.OD Thin -Wall Tube Sampler P Screened casing Zi clay with sand or gravel (including Shelby tube) .' or Hydrotip a Grab Sample with filter pack a fr ff Organic clay or silt of Portion not recovered End cap J OH medium to high plasticity (1) Percentage by dry weight t4) Depth of groundwater (2) (SPT) Standard Penetration Test X ATD = At time of drilling x $ Peat, muck and other (ASTM D-1586) (3) G In General Accordance with � Static water level (date) 0 _ Br rn PT highly organic soils Standard Practice for Description t� Combined USCS symbols used for s` O and Identification of Soils (ASTM D-24881 fines between 5% and 15% 0 o Classifications of soils in this report are based an visual field and/or laboratory observations, which include density/consistency, moisture condition, grain size, �x and plasticity estimates and should not be construed to Imply field or laboratory testing unless presented herein. Visual -manual and/or laboratory classification Emethods of ASTM D-2487 and D-2486 were used as an identification guide for the Unified Soil Classification System. n ASSOCIATED EARTH Exploration Log Key � „ SCIENCES, INC A FIGURE A-1 F n a) 0 1 - 2 3 - 4 - 5 - 6 7 8 9 10 11 12 13 14 15 16 17 18 19 LOG OF EXPLORATION PIT NO. EP-1 This log is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read together with that reposi tot complete interpretation. This summary applies only to the location of this trench at the lime of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are a simplficadon of actual conditions encountered. DESCRIPTION Sod and Topsoil Fill Loose to medium dense, moist to wet, light olive -brown and light gray, nonstratified, SILTY fine to coarse SAND, trace to little fine to coarse subrounded and subangular gravel, little clayey silt in clumps and zones up to 2'x2', trace organics throughout, trace subrounded cobbles and boulders to 16" in diameter, trace small logs. (SM) 4 ge (-1-2 gpm) below 5'. Federal Way U-Haul Federal Way, WA ASSOCIATED Logged by: JDC EARTH Approved by: "MkMSCIENCES, INC Project No. KE01111G February 2001 LOG OF EXPLORATION PIT NO. EP-2 This log is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be interpretation. This summary a plies only to the location of this trench at the � n read together with that report for complete Subsurface conditions may change at this location with the passage of time. The data presented are rj time of excavation. a simpification of actual conditions encountered. DESCRIPTION -\Sod and Topsoil — ------- t Fill 1 Medium dense, moist, light olive -brown, nonstratified, SILTY fine to medium SAND, trace fine subrounded gravel, trace disseminated organics. (SM) �r 2 - 3 r~ 4 Loose fo medium dense, wet, light gray, nonstratified, SILTY fine to coarse SAND, little fine to T ' coarse subrounded gravel, trace disseminated organics, trace subrounded cobbles. (SM) 5 6 7 8 9 10 11 12 13 1 14 Bottom of exploration pit at depth 13 feet Slight caving below 3'. Slight seepage (-2-3 gpm) at 3% 5', and 10'. 15 16 17 Y •. 18 . 19 ' - Federal Way U-Haul ---20 - Federal Way, WA ASSOCIATEO Project No. KE01111G Logged by: JDC Approved SARTH by: Airmm C ENCES, INC February 2001 U LN U M a s U Y LOG OF EXPLORATION PIT NO. EP-3 This log is part of the reportprepared by Associated Earth Sciences, Inc. (AESI) For the named project and should be read together with that report for complete interpretation. This summary applies only to the location of this trench at the time. of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are a simplfication of actual conditions encountered. DESCRIPTION Sod and Topsoil Fill 1 Medium dense to dense, moist, light olive -brown, nonstratified, SILTY fine to medium SAND, trace 2 fine to coarse subrounded gravel, trace disseminated organics. (SM) -� 3 -�4 5 6 7 8 9 10 Dense, moist, I i—g ff gray, nonstraitifed, SANDY SILT, trace disseminated organics, trace Fine to 11 coarse subrounded gravel. (ML-SM) 12 — 13 Bottom of exploration pit at depth 13 feet 14 No caving. No seepage. 15 16 — 17 18 19 Federal Way U-Haul Federal Way, WA ASSLogged by: JDC A& EARTH H Approved by: JIG SCIENCES, INC Project No. KE0111IG February 2001 LOG OF EXPLORATION PIT NO. EP-4 Y 1 f This log is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be Z read together with that report for complete interpretation. This summary applies only to the location of this trench at the i i a time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are o a simplfication of actual conditions encountered. DESCRIPTION 1 2 - 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 Sod and Topsoil Fill Loose to medium dense, moist, light olive -brown, nonstratified, fine to medium SAND, little silt, trace disseminated organics, trace fine to coarse subrounded gravel. (SM) Very stiff/loose, moist to wet, light gray, nonstratified, CLAYEY SILT, little fine to coarse sand, trace fine to coarse subrounded gravel, trace disseminated organics, trace concrete rubble to 24" in diameter at 12'. (ML) Bottom of exploration pit at depth 13 feet No caving. Slight seepage (2-3 gpm) at 3'. Federal Way U-Haul Federal Way, WA ASSOCIATED Logged by: JDC EARTH co Approved by: SCIENCES, INC U Project No. KE01111G February 2001 A J LOG OF EXPLORATION PIT NO. EP-5 1 2 3 4 - 5 6 - 7 8 -` 9 - 10 11 12 13 14 15 16 - 17 18 I 19 This log is partof the report prepared by Associated Earth Sciences. Inc. (AESI) for the named project and should be read together with that report for complete interpretation. This summary applies only to the Iocafion of this trench at the time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are a simplfication of actual conditions encountered. DESCRIPTION Sod and Topsoil Fill Loose to medium dense, moist to wet, light gray, nonstratified, SILTY fine to coarse SAND, little fine to coarse subrounded gravel, trace silty clay in isolated clumps, trace disseminated organics, trace concrete rubble to 24" in diameter, trace brick fragments. (SM) Bottom of exploration pit at depth 10 feet due to meeting refusal on concrete rubble. No caving. No seepage. Federal Way U-Haul Federal Way, WA ASSOCIATED Logged by: JDC EARTH Approved by: SCIENCES, INC U Project No. KE01111G February 2001 . -1 LOG OF EXPLORATION PIT NO. EP-6 This log is part of the report prepared by Associated Earth Sciences, Inc. (AESi) for the named pproject and should be read together vvith that report For complete interpretation. This summary applies on(y to the locatlon of this trench at the time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are a simplfication of actual conditions encountered. DESCRIPTION Sod and Topsoil Fill 1 Loose to medium dense, moist, light olive -brown, nonstratified, SILTY fine to medium SAND, trace 2 fine to coarse subrounded gravel, trace disseminated organics, trace subrounded cobbles. (SM) - 3 4 5 - 6 { Medium dense, moist, light gray, nonstratified, SILTY fine to coarse SAND, little clayey silt in 1 7 clumps, trace to little fine to coarse gravel, trace brick fragments. (SM) `, 8 ti 9 I 10 i 11 12 13 - Bottom of exploration pit at depth 13 feet 14 No caving. No seepage. 15 -i 16 -I 17 18 -" 19 Federal Way U-Haul Federal Way, WA ASSOCIATED Project No. KE01111G Logged by: JDC EARTH Approved by: rxm&m SCIENCES, INC February 2001 LOG OF EXPLORATION PIT NO. EP-7 This log is part of the reportprepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read together with chat report for complete interpretation. This summary applies only to the location of this trench at the lime of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are a simpification of actual conditions encountered. DESCRIPTION Sod and Topsoil Fill 1 Medium dense, moist to wet, light olive -brown, SILTY fine to coarse SAND, trace fine to coarse 2 subrounded gravel, trace disseminated organics. (SM) — 3 (Quarry Sp— --- -------- —------ _ — — — —- ht 4 Very dense, wet, Ilggray, nonstratified, COBBLEY angular fine to coarse GRAVEL, trace fine to coarse sand, trace silt. (GW) 5 6 Dense to medium dense, wet to moist, light gray, nonstratified, SILTY fine to coarse SAND, little fine to coarse subrounded and subangular gravel, trace disseminated organics, trace subangular 7 cobbles. (SM) 8 9 10 11 12 - 13 Bottom of exploration pit at depth 13 feet 14 No caving. Slight seepage (-2-3 gpm) below 3'. 15 16 17 18 19 s a Logged by: JDC Approved by: x Federal Way U-Haul Federal Way, WA ASSOCIATED EARTH /AMCMSCIENCES' INC Project No. KE01111G February 2001 _ rl i, M r } 2 tt ii 3 " 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 LOG OF EXPLORATION PIT NO. EP-8 This log is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read together with that report for complete interpretation. This summary applies only to the location of this trench at the time of excavation. Subsurface conditions may change at this (oration with the passage of time. The data presented are a simplfication of actual conditions encountered. DESCRIPTION .Sod and Topsoil � Fill Loose to medium dense, moist, light olive -brown and dark brown, nonstratified, SILTY fine to coarse SAND, trace fine to coarse subrounded gravel, trace disseminated organics. (SM) Loose to medium dense, moist, light gray, nonstratF ed, SILTY fne to coarse SAND, littfe fine to coarse subrounded gravel, trace brick fragments, trace disseminated organics, trace subrounded and subangular cobbles. (SM) Bottom of exploration pit at depth 13 feet No caving. No seepage. s 94 a Logged by: JDC Approved by: Federal Way U-Haul Federal Way, WA ASSOCIATED rA Ma EARTH SCIENCES, INC Project No. KE01111G February 2001 MUL ;'r 1 - 2 - 3 4 5 - 6 - 7 8 - 9 - 10 - 11 12 - 13 - 14 15 - 16 T 17 18 - 19 LOG OF EXPLORATION PIT NO. EP-9 This log is part of the report prepared by Associates! Earth Sciences, Inc. (AESI) for the named project and should be read together with that report for oomplete interpretation. This summary applies only to the Ioca(Ion of this trench at the Time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are a simplfication of actual conditions encountered. DESCRIPTION Sod and Topsoil Fill Loose to medium dense, moist, light olive -brown, nonstratified, fine to coarse SAND, little silt, trace fine to coarse subrounded gravel, trace disseminated organics. (SM) Medium dense to loose, trroist to wet, light olive -brown and light gray, SILTY fine to coarse SAND, little fine to coarse subrounded and subangular gravel, trace coarse gravel to cobble -sized asphalt chunks, trace subrounded boulders to 16" in diameter, trace disseminated organics, trace silty clay clumps. (SM) Bottom of exploration pit at depth 13 feet Slight caving throughout. Very slight seepage (< 1 gpm) below 6'. N Federal Way U-Haul Federal Way, WA ASSOCIATED Project No. KE0111IG Logged by: JDC EARTH Approved by: AE SCIENCES, INC February 2001 U Y Exploration Lo „380CI,TIEO _ EAFITH Project Number Exploration Number Sheet 8CIENCE8. INC KE01111 G EB-1 1 of 1 Project Name Federal Way U-Hamill Ground Surface Elevation (ft) 298' Location Federal Way. WA _ Datum MSI Driller/Equipment Holt 1 B-59 Date Start/Finish (gloq/01 4191?001 Hammer Weight/Drop 140# 130” Hole Diameter (in) 4 95" a C a d Blows/Foot t` s CL o T cc DESCRIPTION �' 10 20 30 40 0 Fill Wet, light olive -gray, nonstratified, fine to coarse SAND, little fine to coarse 12 S-1 subrounded gravel, little silt, trace disseminated organics. (SM) 15 30 15 5 S-2 a 9 20 11 10 ----------. __ _ _ Wet to moist, light gray, nonstratified, SILTY fine to coarse SAND, trace to 1 - S-3 little subrounded and subangular gravel. (SM) 3 4 15 S-4 a ■ 3 20 Moist, light olive -brown, nonstratified, fine to medium SAND, trace silt. 8 S-5 (SP) 10 J 19 9 25 Alluvium — S-6 Wet, light olive -brown, interbedded CLAYEY SILT and SILTY CLAY, trace 2 A5 fine sand in thin lenses. (ML-CL) 3 2 30 S-7 5 5 1i s 35 S-8 Wet, light olive -brown, stratified, SILTY fine SAND, trace organics. (SM) 5 A1a s - — 8 40 Bottom of exploration boring at 39 feet Sampler Type (ST): Y - m 2" OD Split Spoon Sampler (SPT) No Recovery M - Moisture Logged by: JDC 3" OD Split Spoon Sampler (D & M) Ring Sample Water Level () Approved by: ® Grab Sample Q Shelby Tube Sample 1 Water Level at time of drilling (ATD) I Ex loratiun Lo ' ATEC Project Number Explorationxploration Number Sheet EARTH EARTH IS 9CIE CE9, INC KE01111 G EB-2 I 1 of 1 Project Name Federal Way U-Haul __ Ground Surface Elevation (ft) 304' Location Federal Way, WA Datum Driller/Equipment Holt t B-59Date Start/Finish 04/fi9/fl1 4/fl1 4[2/2001 Hammer Weight/Drop 140# 1 30" Hole Diameter (in) 4 g5" w n. a Blows/Foot Far a S E 2 a m` � T U) C7 rn DESCRIPTION m 3: 10 20 30 40 O Fill Wet to moist, light gray, nonstratified. SILTY fine to coarse SAND, little fine 5 S-1 to coarse subrounded gravel, trace concrete debris to 12" in diameter, 3 trace disseminated organics. (SM) 5 5 S-2 1 1 •6 s 10 S-3 1 2 A4 2 15 S-4 4 10 15 20 S-5 . 2 2 6 25 •' '•' Moist, dark brown and light olive -brown, nonstrabfied, fine to coarse SAND, 2 S-6 little wood debris, trace silt. (SW) 3 s 6 30 Colluvium Moist, light olive -brown, stratified, fine to medium SAND, trace silt. (SP) 3 S-7 4 7 35 Advance Outwash a � o S-g v Moist, light olive -brown, nonstratified, SANDY fine to coarse subrounded to 31 O. 40 Bottom of exploration boring at 38.5 feet Sampler Type (ST): m 2" OD Split Spoon Sampler (SPT) ❑ No Recovery M - Moisture C 3" OD Split Spoon Sampler (D & M) G Ring Sample V Water Level () G ® Grab Sample 0 Shelby Tube Sample t Water Level at time of drilling (ATD) y It Logged by: JDC Approved by: Exp loration Lv Jk880Cl.Ar.E0 - -- I=AFrrH Project Number Exploration Number Sheet SCIENCES, INC KE01111 G EB-3 1 of 1 Project Name Federal Wav U-Haul _ _ Ground Surface Elevation (ft) 309' Location Federal Way, WA _ Datum - SL Driller/Equipment Halt I B-59 _ _-. - Date Start/Finish 04/09/01 ,4/219nni Hammer Weight/Drop 140# 130" _ . Hole Diameter (in) . 4.25.". ' v 4) Blows/Foot a Si E m a iv T m 0 Lo w m 0 rn �' ' DESCRIPTION U 10 20 30 40 0 Fill rl �l Moist, light gray, nonstratified, SILTY fine to coarse SAND, little fine to 4 S-1 coarse subrounded gravel, trace disseminated organics (SM); trace asphalt s •1 and brick fragments. s 5 - S-2 4 7 9 - 10 No Recovery s S-3 7 7 - 15 - Advance Outwash - 0 :• O :. Moist, mottled, nonstratified, SANDY fine to coarse subrounded GRAVEL 24 S 4 3 grading to GRAVELLY fine to coarse SAND, trace silt. (GW-SW) 2e 0 O 43 - 20 .. 0 O S-5 :3 0 7 16 0 27 ' - 25 Bottom of exploration boring at 24 feet - 30 - 35 8 } N - 40 Sampler Type (ST): = m 2" OD Split Spoon Sampler (SPT) ❑ No Recovery M - Moisture 0 3" OD Split Spoon Sampler (D & M) U Ring Sample Water Level () 0 ® Grab Sample Q Shelby Tube Sample 1 Water Level at time of drilling (ATD) A14 '71 I Logged by: JDC Approved by: SE"m/4, NEl/4,'SECTION 20, TOWNSHIP 21 Ns, RANGE 4E,,, Wame 17 ­* .......... N88*45"07"W NE SECTION CORNER 20-21-4 FND MAG NAIL IN CONC ......... 2625-13 DOWN 1.0 IN CASE 0 INTX. . ......... S. 336TH ST. & 16TH AVE S. CALVD POSITION PER R.O.S. (10-20-99) BOOK 110o PC. 36A DATUM LEGEND ------- . . . ...... ............. ------- 7 16 N.G.V.D. 1929 ....... CB CATCH BASIN 201i �21 CONTOUR INTERVAL' EJB ELECT. JC17. BOX EOW EDGE OF WATER 1' CONTOUR INTERVAL FH FIRE HYDRANT 2" IRON PIPE IN CASE PP' POWER POLE CALCD POSITION PER R.O.S. BENCHMARKS TP TELEPHONE POLE 00 BOOK 110, PG 36A SDMH STORM DRAIN MANHOLE U) V) SSMH SANITARY SEWER MANHOLE CITY OF FEDERAL WAY BENCH MARK� NO. 2168-5-1 TS TRAFFIC SIGNAL ELEV-346.811 FEET TSL TRAFFIC SIGNAL wAIGHT -x 0 RAM -SET W/WASHER ON EAST SIDE EDGE OF' TELEPHONE PEDESTAL AT NORTHWEST, CORNER WCR WHEEL CHAIR RAMP z OFSOUTH 336TH AND PACIFIC HWY SOUTH CPP CORRUCAlED PLASTIC PIPE 0 X. CONC FILLED RED CLAY PIPE CITY OF FEDERAL WAY BENCH MAR NO. 2168-8-1 5 0) ELEV= 309.777 FEET RIP -RAP ROCK W/COPPER TACK DOWN 0.751 ko c1q RAM-S IN CASE 0 Q PACIFIC HWY SO, ET w/BRASS WASHER IN NEW SIGNAL POLE SET 1/2" REBAR AND CAP BASE 50 FEET SOUTH OF HWY 18/1-5 DIRECTION (10-26-99) SIGN. LS NO. 19620 SC ;ALE,* 1 50'� B.M. "UHAUL" LINE, LEGEND SSMH "Alp 0 25 so ELEV-311.32' FEET RIM= 313.98" RAILROAD SPIKE IN EAST FACE OF POWER POLE #34183 -P- OVERHEAD POWER .*�Ss_ SANITARY SEWER SDMH 8" PVC IN S. & E. (1 # UP) POLE IS APPROX. 160" SOUTH OF SOUTHEAST 8"' PVC OUT W. �SD- STORM DRAINAGE RIM-285.32' CORNER OF SITE ALONG THE WEST� SIDE OF PACIFIC CTR CHNL IE-297.04 IE 30" CONC 277.01 E. T_ OVERHEAD TELEP IONE HWY SOUTH, 3*Xl.5' OPENING 294.08 N, 'S., W. BASIS OF BEARING Q ASSUMED BEARING OF WEIR CB NORTH 01'*12'21" EAST ALONG SSMH ##B#1 RIM-291.47 THE EAST LINE OF SECTION 20. RIM-309.97 IE 30" CONC 285-16' W. TOWNSHIP 21 NORTH, 8 PVC IN E. IE 12 CONC 286-89' N. A RANGE 4 EAST, WM. 8" PVC OUT W. 1E 30" CONC 285-46' E. 04 t It IE 24" CONC 286,70' S.E. . .... CTR CHNL IE-295.97 M11 IL A DMHI CB Z, SD 1313-24 SS %X. 'N SDMH_W/ TRASHRACK CONE SD RIM-295.53 MOW KI W A 117 **)A 111"JI I I . I I I I (I f \ Z_ Wd D Z� 12112 115th Ave, NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassoc.com ,V 41,�i W� 7 IN ....... % ��:.:Jj SDMH D W R IWCR .-P fit I N� RIM-308.61 ANN, S� A SSMH C Wc N.- too=* 00040 lNumma "up 24" D.I.P. IN S. IE=,300.52' W r M& RIM=300.23' xT, V ------------- to .. N '"NOW Mumma a0mmu, ZZ Zz WATER SURFACE M11 8" PVC IN N. E. 244- D.I.P. OUT W. IE-300.32' *a ELEVATION ON THE 0 A0 6, I#J*%$ 4 66t a #11% 8" PVC OUT W. I -i lot "ot 1 *4 # SDMH T ----#Mumma UPSTREAM SIDE OF 0 0*4 0*4 A. to :16..: 6 Ir I I CTR CHNL IE=276.93' it K WEIR 280.3 ON of I *L 79" , "" `� ` _ I '. _ (0 is air-) (3/13 1 1 11 I'XIII/ it, Svt t I o %0 4% J, �1� i.x' i Q Za C 100% -1/1 LEGAL % ... . WEIR tit 'I Y L It ITY OF FEDERAL WAY < Nt DESCRIPTION BM �NO. 2168-8-1 if i S SM 4 TRUE POINT OF z RIM-281.80 will BEGINNING _j 12" PVC IN N. IE1 I I I I - 4� io, WIRE A, N, "T TP tit tit a A-00*20'24" A= 00*19'51 121" PVC OUT S. 00 j vivo FENCE 2 tit �v IQTR CHNL IE-270.66 stall* R-2805.00' R�28054100# EAST itt low V- 8"cpp I lit lit at t ;-14. L- 16.65 Z. ..... C) P8 T tA, Ah, CPP (RECORD) 0 0 0 a I A i!5, 80 "W a 0 a ,+Z) TS 81 11.7 f1p of ­'W"T" - V "� �V; z - lilt% *- - .1, N I V "a 8 STORM WATER POND 0 \N to It No 1111,111,111141 10 a 0 0 r- k* WCR WA*� SURFAC" WATER SURFACE IN 111111119,1 III I I'll IN IN 11 -CORD) I I V, TI to 1% t I - -. qb. ELEVATION 272.9 a 00: Q !��p I (N88 21+ W 43-58' RECORD UPSTREAM SIDE V;N Vol 4' WIRE off\ B _QARD 8 VIla (3/24/05) LLD ITH, \N \N v% ow WEIR 280.0 ON NMI FENCE \N. 0# /01 8"rPF N I 11% .007j TA 8'VPP a V r% A )I '140 NAM *4* :0. n -'.5 Cu a TA 00� 0cpp **100 a 00'al 00,00 806 '00 ..... 4 a a 00 110 IN, 001 '56 W PC j I It', !V 0 %A %,0 k.0 %10 %.Of# %l.. % -41. 000 10 %-0 ,11 W11 cv 0% 0' 0 t T 8'w`CPP" .0 110,600" WEI % N It I t 0-* dftl* 0% 0% 0% 0% N ? r% %A do P\ I On CPP4 J OUTFALL '.1 1100� It if .-A e 12" IE-306.03' 7 ­,­ ., `:� M " ­ , (-,� or,� ­` X-%,`� - " , , x 8*CPP" Nf e0w N 0 1 a ffs 41 TP 0 if/ 8 CPP lot* of LOU cr. BUILDI S 010 1\4 U UIN -0 im __p IS% .8, 4. �"S U B J E C\ P1_A\ C' rE L ELEVATION 275.0 val a I.At a ­y, NEC ev% 0) C44 N "N" at to WCR 5) W ova 03, (3/24 1 i % V, Of to Q 00 1 *.% i i TOP OF 12" Inj 14 ..� 0* 1 36"CONC A. I I INN (p .......... GALV PIPE' co to IE-275.58 tot I EL- 276.07' 16A� A bud J- Ir . , ,,%' "i,': �� 17 (011 1 1 10 16A* to OV5 0 1 A�A lilt P* It P1 IN j1jj .. ...... 50 f/; C I.C. CURVE D off r"f A� I ___ t:% ; of T� 4 _J, ok V/ > S A5" ........ 110 21 *38'04" A!) In lit X. TIV I STORM WATER POND R- -286�6.�QG� V/ sill WATER SURFACE Q ELEVATION 275.9 L 1081.80' *,I lot Awo I x-i. (3 124 105) DRAINAGE FACILITIES �% :*.-,�;:�%.:-..*,�;;.;��'� *­� /STATE Q CURVE DATA EASEMENT REC. NO, I 21 *37' 3611CONC (b) 9509110608 j fill ISV IE-275.56' R 2865.00 I/ oil 01-4 L 1080.80 < 4 J* f 40% 40% of 4 a .4r. I A 0% 0% 46 SANITARY SEWER :Z>t 1A fltto x 0AI I it M 0" > S 0% 1% If 1% It 014 0%4#%A% Y It __06% all # 10, a SUPERIOR COURT CAUSE fill F oe*.. TF .000 fill a NO. 823293 OPINION, a *% a (V V., Nit- V 4*0 24##CONC W/ lit a IAJ lilt, a 000 00 #Sao, REMOVABLE PLUG A'ql� z Otis C> 00 4" OR Noma IE-275.97 c� y). I to 2 -7 00 A0' 0 10­ w -.0 010 -- . .,%*. 11 FENCE f 11-15 , *i� - 00 00'.000 i1ill M V ry % # 1000V ;-. . 0 100F Vr 40p *OF L 1.41 EAST 'EV 4 Co - 0, fz X00, WOO ;000"' . ; z � q t4 zw-� - f - Z_t V SHOT CRE y ri 0 0,/ ,0 "N I fill CONC .00 FND 2" CONC FILLED IRON PIPE CURB -W*;;z r w/BRASS TACK DOWN 1.3' IN CAS .. �:X -moo, (BURIED 6") @ P.T. q PACIFIC HW 0. 100 VV S 00' 0 0 U0 L '00. f I (S88'46 07,E 10,54.43' RECORD I W U I I 1 (10-20-99) z low /lit 001p VOW ills was* -*W* 11033,90", *"� , f -, = Z: �,-: f-: 4 �,A'o 0 279-60' "Oft Mumma am"M mummul ....... 00, L-Oft 04" MOM ~00 000 000 X D. HILL lilt 24"CONC W/ UNABLE TO IE:-275.37'� -mmmp_.� "Olm, amumm, mama Mumma omwaxm 4� PROJECT MANAGER A/Zi j/pff� Je LOCATE END 40 6 Alp%tf tt.#-r Oil r% 4 0% P" a 0% r%r_4 or - OF PIPE B. FREEMA N ZY 341S 0** f% 4 0 M T 1 1 0'% 's #t to RVEYOR ko o I CB "E" PROJECT SU 0 Pk 11, "1 11.11 10 I:y Ili, X. 10% 0144 0 RIM-309.9 % If A PLS, 4 %A -t %0 303.90 _SSMH­ 280,05- 15" D.I.P. OUT W. IE-303.84' RIM '280'4-05 1z F 12" PVC IN E# :x MML PROJECT LANDSCAPE ARCHITECT 12" PVC OUT S. /'AP "R.T. 15042 CTR CHNL IE=268.58* 1/2" REBAR w "k; FIRST SUBMITTAL DATEls oj-jo-o N78*1 0'1,5"E 0.67' FROM PROP. COR. �0* IV,# t I A s po *0 tot I $%,to A o flopa.: ito 50" vw,. SSMH 2 � �; *',:�, -.*.*!.,:%:f.*. Y'.� R, I 1 140#4 %0 &.0 fo� 9 4­ &M %0 1 0 4 _1114 Ah 1 41,0104% U141 11; 11:111 to V M, m I lig SCALE RIM-279.59 to BM "UHAUL" 12*' PVC IN N. 4 1% ;v 12" PVC OUT W. 42p 50 -269.43 CTR CHNL IE f FN D 1 /2" REBAR w/CAP -.0 LS #15042 (10-20-99) - z 0.64 E. OF R/W LINE IF ......... * ...... 968-84 -k . ......... ............. % _7 N88"46110"W % 0 1313.58 (10 1<' U, FND 2#1 IRON PIPE w/HUB C8 #$Ft# & TACK DOWN 0.25 IN CASE RIM-310.04. 15" D.I.P. IN S. IE�304,96' . ... . @ Q PACIFIC HWY SO. 4 2) 1 42) iz 15" D.I.P. OUT N. IE-304.88* IN �x. EAST 1/4 CORNER 20-21-4 jp 'PUNCH -1/2" BRASS,DISK w/tj FND 1 . ..... . 01 DOWN 0.8' @ INTX S. 344TH ST. & EXPIRES- 3/30/07 1313.92 16TH AVE S. (10-20-99) !> x 762.371 N88046t3l OPW rf,"11.11 ev/ K";,xv 4041.00 ......... 551.55' (CALC.) ......... % (WSDOT X 558.5' 20 21 > - 551-64o (R.O.S. BOOK 30v PG.75) TP . .. .. . ... .. V� 11i am, 'Ji 41 �N STAMP NOT" VALID Aft1v -UNLESS SjGNED AND DATED JOB NO* f)Aisaf 77 lm % c F c ET AU 20F2 TOP OF FZ ELEV 22' f' JOIST HEARII FINISH FLO4 _cr -EV. 0 cn >M- M c3_ 00 C) uj CD 1-j co co C) 11-01 CD c/) uj cn cc LO CIQ to _600", LO TOP OF MA.1 I —I, r A ELEV. 21 NFAVA VIA 20)-6$$ ± NOTE: 1. SIGNAGE PROVIDED BY SIGNAGE VENDOR UNDER SUBCONTRACT TO GENERAL CONTRACTOR. 2. INDIVIDUALLY LIT NEON LETTERS WITH WHITE PLEXIGLASS FACE AND PREFINISHED BLUE ALUMINUM RETURNS. ELECTRICAL CONTRACTOR SHALL PROVIDE POWER TO SIGN CONNECTED TO PARKING LOT LIGHTING CIRCUIT BUILDING S0`1u`N I , Nommom I _22 5 MM . . . . . . . . . . . . KEYNOTE` LEEGEND,:_ Zj Zj Lj (_�fJL1 LJL_t7Cf_)C:�AJ L!/ 4_�:7 4D, I _j IFICK 01 1 Ul t 8118 't Pf, I I Lr-&]S.-- A3.1 SCALE 114 1 0803 . . ... 0 6r 1' 2' 4 OVERHEAD SECTIONAL DOOR FACTORY FINISH WHITE AlkTOP OF METAL PANEL NAGE REFER TO SPECIFICATIONS AND APPENDIX $A$ 1010 EXTERIOR SIG El Fy. 14 A.F.F. 1312 ........ ix, 7 . . . . . . . . . . . . . 1303 LLE PREFINISHED METAL "DRIVE —THROUGH CANOPY' FURNISHED AND INSTA D BY CANOPY MAN BOTTOM OF METAL PANEL ....... .................. i ........ ...... ...... ......... .............. ..................... UFACTURER; COLOR L w6 ........... 1310 ...... o —101 (EXCEPT WFERE NOTED ON EXTERIOR ELEVATIONS). NOTE: NO ROOF MEMBRANE OCCURS AT E 10'—d' A.F.F. TO MATCH PT . . . . .. . . . . . ... . . . . . . . . . . . ... CANOPY ROOF. 1313 1307 I . ... ..... ........... . ... ........ ..... PREFINISHED METAL "CARPORT CANOPY" PROVIDED BY GENERAL CONTRACTOR; COLOR To MATCH PT-101. C D C N OTE: NO ROOF MEMBRANE OCCURS AT CANOPY ROOF. ......... 4 7nt'l I I I X I _T_L1 U , I I- I 1 11 1 . -] 1 4 CANOPY: 44�A" IN LENGTH N 0 rR TH' E L E V A T 10 1.N' A3.1 SCALE: 1 /8 1 TOTAL CANOPY LENGTHS: 93'—e (50% OF OVERALL LENGTH OF BUILDING 981—cr) JOI BEARING EL 16'—Ir A.F FINISH FLOOR R ' ELEV. 01—IT TOTAL CANOPY LENGTHS: 1 101—Er (50% OF OVERALL LENGTH OF BUILDING 981-0") WEST IIEVATION I - I I - — ­ ' - — ­`01 1# s' I u MATCH PT-103. BOTTOM 0 1*-,,,4" Aff'# 1511 GAS METER; REFER TO PLUMBING DRAWINGS (COORDINNI'E LOCATION W/ GAS COMPANY) 1513 OIL/WATER SEPARATOR VENT LINES ATTACHE TO BUILDING AND! PAINTED TO MATCH WALL FINISHES; SEE 1601 E A B PLUMBING DRAWINGS D _'��A5.2� 1601 EXTER"'I"6-R! WALL —MOUNTED LIGHT FIXTURE. REFER TO EXTFRIOR F1 WATIOW- \,A5.2,r A5.2 A5.1 A5.1 rTII IMr- DI AKIC AWN r-1 r-^-rmo.#% jk i mammon mumum an Mmmm RONNIE 0 11 MINI I sawas a BEIM INN onsmommon HE 10010191111 20 ABU MMENEF NNW � I w Ilion 1 IN 111 N six NNW IN IN an Emil UNIN 0 MIN MINIM a Immmumm- 0 REUNIONS NNE 0 ENNEINNNINNI mmmmm swummus I a I minummillAng me a IN N w a Eli in a 9 Erma WFA M lo I 111110 mosrmmnm 0 a No min a M,: M Mw Us ==MEN== --- MM INE mm 0 NO NmEmm11mmmm Nam In IN 0 OEM IN on N M No MMN INN man 0 Imm 0 NNE In m Mw 1111110 M M INSIMN mmmm mommommilmoon ME IN IN Mal M —=I am� mmwimi IN IN 11 In Mill N111 mmm MM Emil liimmmnmi so mmmmmmw mmmmmmEmm 0 so mmmmmm WWII fit A NXIM innningsom on long 51 0 0 ngiofmmn wlimmm, =on WINW&WROMME80 assimfmfx 0 ins 0 N's t N ff onommom f amass .......... rim M v no In a 0 0 NO INNIMONIII M Kim EMuMN 0 a 0 on M1 9 I 1 0 IN MIN 0 w isiams 0 lison W MINImfgan MEN 111 Miami, 0 0 0 §100 IN 0 a in a INN MIN Mason 0 0 a u a IN a wamongs mail NNE MEN milimim IN 11 EM11101 INNEEN a INM IN M an ON iminsommossomils 0 man Alff", sonomlil 0 MM" mm �omam�immim N11111111111 Ram MM 111011111101111111 MM UNION ommmmmmsw!EENPqmm 111111110 INO mm 010100a NISSAN givamail mossmasokimma "Is Tlin MMM MON MMw INNION M WONION =MMM MW Nana NOMMINOMM M�11111 ... ...... .. . ............ 0 M SWEENEY 11111001111 NM 1111MI ilium is nofm IN wX WON is WON11.1,11 I WHIN 0 ME A ilm".1 a M11 ME ii an 1412 . ....... ... ... 11.9=1==IYMMMMM 01111110 mmmm IIIIII&A IONOO nomomm isymonsoms a. jig m ;Nmklvmmmrmu oninufmo NINE son In a.. MEN 00081.40 safmixon NUNN 0010 11 an nommumammus 0 NUNN Islay so monssmanowns on IN 11�111111M MR11111 M WA \PET-:: 10 '14 It MU-1 MU-1 PT— 103 PT_ 103 #—Ivy SCALE: 116 1 Nil I I I U-1 MU-1 CANOPY: 36'—d* IN LENGTH PT 103 PT— 103 —MI-111 11w 0 1' 2' 4' 8 W W31% ID# DESCRIPTION MANUFACTURER MODEUCOLOR --------- ---- - - - CONTACT NOTE: 1 Er HIGH UNIT SMOOTH FACE SEE SPECS MANUR STANDARD SEE ELEVATIONS CMU-1 1A T HIGH UNIT SPLIT FACE ........... ­­­ .... ........ 1B Er HIGH UNIT SMOOTH FACE CENTER SCORED PT-101 PAINT SHERWIN WILLIAMS OR APPROVED EQUAL SW-7014 'EIDER WHITE' SHERWIN WILLIAMS JOHN BROWN 440.461.3310 SEE ELEVATIONS PT-102 PAINT SHERWIN WILLIAMS OR APPROVED EQUAL SW-7017 'DORIAN GRAr SHERWIN WILLIAMS JOHN BROWN 440.461.3310 ACCENT COLOR; SEE ELEVATIONS PT-103 PAINT SHERWIN WILLIAMS OR APPROVED EQUAL SW-7019 'GALINTLET GRAY' SHERWIN WILLIAMS JOHN BROWN 440.461.3310 ACCENT COLOR; SEE ELEVATIONS PT-104 PAINT SHERWIN WILLIAMS OR APPROVED EQUAL SAFETY YELLOW SHERWIN WILLIAMS JOHN BROWN 440.461.3310 BOLLARDS SF-1 ALUMINUM STOREFRONT SYSTEM KAWNEER CLEAR MODIZED ALUMINUM INSULATED GLASS; SEE SPECS MT-1 PREFINISHED METAL COPING PAC —CLAD GRANITE PREFINISHED METAL THROUGH WALL PAC—CLAI) BONE WHITE SCUPPER W/ CONDUCTOR HEAD AND DOWNSPOUT N co uj 0. cc 0 u I . 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I 1 � ill 1; 11 :;, 11 1 I 11111 1 , I I - I I I -1 soon I i ��,- I I I _ - � " , 4o, , i 1,�"! ,ii, I JOB NO* P,'�,, i,l ,,j ,.,,I O5=wO77 �­ �,, ., , , 1, 11�,'_ v- �1, CL - ''I'll'', I I I'll 0) I ­­­1­­­.1­­_ ... .... ,,,""-"�""",,�,-,,,�--.�,,-",,-,-""�1.11,11,111.�,�,,�ll,�,.�,�l'.1',.I.",,.",�..�,� ... ,,,.,,,�,,,,,,,,�,,,,,,,,,-�,,,,,,,,, I I SHEET NOv 03-- A 10%. ib�l 0 "2" � \w 2005TRIAD ASSO'CIATES lih WINNIVEMENINNIVAmmmkolm, 0 SE1/4s NEl/49'SECTION 201 TOWNSHIP 21 N., RANGE 4E., Wasme 17 NE SECTION CORNER 20-21-4 N88*45'07"'W ......... . FND MAG NAIL IN CONC m­.Nom o'.. .. 2625.13 ............... DOWN 1.0 IN CASE 0 INTX. S. 336TH ST. & 16TH AVE So CALC'D POSITION PER R.O.S. . .... *­-1 ------ - ............... (10-20-99) BOOK 110,,�PG. 36A ..... . .... DATUM LEGEND N.G.V.D. 1929 CB CATCH BASIN EJB ELECT. JCT. BOX CONTOUR, INTERVAL EOW EDGE OF �NATER 1" CONTOUR INTERVAL FH FIRE HYDRANT 2" IRON PIPE IN CASE 4% PP---- POWER POLE CALC'D POSITION PER R.O.S. 13ENCH MARKS TP ---- TELEPHONE POLE BOOK 110, PG 36A SDMH STORM DRAIN MANHOLE SSMH SANITARY SEWER MANHOLE e CITY OF FEDERAL 'WAY BENCH MARK NO. 2168-5-1 TS TRAFFIC SIGNAL 0 ELEV- 346.811 FEET X z TSL TRAFFIC SIGNAL wAIGHT -SET W/WASHER ON. EAST SIDE: EDGE OF RAM Xt WCR WHEEL CHAIR RAMP TELEPHONE PEDESTAL AT NORTHWEST, CORNER CPP CORRUGATED PLASTIC PIPE OF SOUTH 336TH AND PACIFIC HWY SOUTH e 5" CONC FILLED RED CLAY PIPE CITY OF FEDERAL WAY BENCH MARK� NO. 2168-8-1 w/COPPER TACK DOWN 0.75' ELEV=309.777 FEET RIP -RAP ROCK IN CASE 0 Q PACIFIC HWY SO. (10-26-99), c1q RAM -SET W/BRASS WASHER IN, NEW SIGNAL POLE SET 1/2" REBAR AND CAP BASE 50 FEET SOUTH OF HWY� 18/1 5 DIRECTION SIGN. LS N 0. 19620 zK..0ALE. 1 ou, SSMH #$A'* B.M. "UHAUL" LINE. LEGEND 0 25 50 100 RIM- 313.98 ELEV 311.32' FEET 8'* PVC IN S. & E. P_ OVERHEAD POWER RAILROAD SPIKE IN EAST FACE OF POWER POLE #34183 SDMH 8" PVC. OUT W. (10 UP) POLE IS APPROX. 160# SOUTH OF SOUTHEAST m­OSS- SANITARY SEWER -297.04 RIM 285.32' CTR CHNL IE _SD STORM DRAINAGE CORNER OF SITE ALONG THE WEST SIDE OF PACIFIC IE 30" CONC 277.01 E. _T_ OVERHEAD TELEPHONE 0 HWY SOUTH. BASIS OF BEARING SX1.5' OPENING 294.08 No So s W. ASSUMED BEARING OF SSMH B WEIR CB NORTH 01012`21 EAST ALONG R --291.47" RIM--309.97 IM THE EAST LINE OF SECTION 20. 285,16' W. 8" PVC IN E. IE 30" CONC p$ TOWNSHIP 21 NORTH, x V) 8" PVC OUT W. IE 12" CONC 286.89' No RANGE 4 EAST, W,M. lob IE 30" CONC 285.46' E. CTR CHNL IE-295.97 _x, (0 IE 24" CONC 286-70' S.E. . 'aw . ......... 1N Nr r)MH I CB� SD 1313-24 '.4 ... 0 ;5 .... . ....... moo x SDMH H RACK CONE SD WZ_TRAS x­x T11 `S4, 7-7-�- .7. N -2 95.53' momom RIM Z 7 16 20i '�21 e A 0 1 0 W I e 0 0 f-1 v- w 0 0 0 -jo V< C> w N w zo 0wo Q LA_ Z WCR W R IE 24" CONC- 289.93' N.W. SDMH D X., -308.61 fit I RIM SSMH W(; 24" D.I.P. IN So IE=300.52' 4040 "1"10,0400 *1-1* RIM=300.23' r 8" PVC IN No & E. 0 WATER SURFACE 24" D.I.P. OUT W. IE-300.32 0 8" PVC OUT W. slit onsur6wiFIR N 11M v V4 a.- Jolt ELEVA11ON ON THE A 1411,14T lilt .... . # 1 11, 1111jil it SDMH tit UPSTREAM SIDE OF sit IN 11 q -% u I fit 141% 1"' CTR CHNL IE=276.93' is NJ Ar I %1 %0 NO till I WEIR 280.3 ON of 'I P% *4 Z1 I t 4mm.%41,11 0 4 9 %0 s Aw %oJ. % I N e", 70 04z) zo (3/13/Ul) % LEGAL CITY OF FEDERAL WAY WEIR DESCRIPTION Ft BM NO. 2168-8-1 I ?. lilt I ....... TRUE POINT OF 0 z SSMH, it < BEGINNING RIM 281.80' "aw/ P_�/ Lu Ke� 12" PVC IN No A-00*20'24" A= 00*19 51 WIRE 12"' PVC OUT S. 'e :0 CV I oir - cr_ 0 lilt lilt I R-2805.00" R-2805.00' % if 11 FENCE 2.7' VZ ATR CHNL IE-270.66 lolls I 54 till %Aw L- 16.65 L 16*20' EAST 8"cpp Ill tit T C) I Ilip tit o*m. , Ill in (RECORD) NN NN -A -LIP A" c is TS z Ilid to 00 pp 0%. 1 1 --in 11.7 4 it xwxx4mw �, V, N v\ I . I _111 I'll I I 88*45 ot> W N N -v 4#4 '69 -A IN X� WCR (0 image n1 a a v, It i 1! to It e ITY 8 �Pp_ STORM WATER POND 1111111 h N,+ * 1 1143.15' y V\ No"-, SURFACE % 101 WATER SURFACE 11 kru I RA CORD) W111AN ELEVATION ON THI (N88`24' 3"W 11 43.58p RECORD) I ID life i'1'1�1"-�%,.,-., i*��",:,���,�i�'--.:�'.��*'-',,:, ­�.�:­.�,/ *�e�,'�,'%;, 272.9 ELEVATION it B LL5-Q6 ov UPSTREAM SIDE l'i f-Ift, (3/'24/'v5) 'a. wall 4' WIRE ..... ..... 8 rwpn WEIR 280.0 -21 ON* in ina/ 10 k I in \% a I FENC Z., w� N P8"UPF Nlkm 'S. wv 1%1 N, "S qr% -mo;z4!r*0. *o ­N.. moo. m%.m Wk \ On 00v 4w: % I... . , * , ",. , , , . - , . , , % V oo 400 a I I / Z-1 O� , i. ­ 81�ppo 4011 1 f I I , , �­ ­� ­�­ � "" %wo IN \ ._11 - "t - I . � , , ,­ �` � � �. % 0*6p" 400 1 . �1: " " �' % X­ Ilit fit NNm *I,** v- 40 w 2"M N I a 1 00 8#OUPP a 0000 in A 4 1p% I to% V.44 $0%ill, Oro` 0% OF r1% & 1r%. j I I \v A. #V1 I-- 1 1*.4 N% 11 ft vvr_1 1 a If* 't I I I I I I I I �, 10000 if 8'w*CPPw t 'mom 1A A OUTFALL -N. I*N e7y-.4? cv % I%: 4'"T" 0 '"t- 4 ON IN r% it Noo T % L .4 # , 11 11 N .1 T 1. IQ* I00. N, W 's. > 0% IN 0% ON 14% 10N 10 yi I %A t V% Oft 4 1 1 0 8 oupp -271 12" JE-306.03' llcll�xj 10� N*I. 4 IW $ J!, 16 a Is 4%L I jr 40. If 0 8"CPP" EOW I It a flu engines TP# R 0 04% F 0 A x. ""A 8 CPP 61 do all #4 // 11 Lu Nu BUILDNINGS ON' % Ao in L% I T a A r all % BJECT PARUEL WATER SURFACE 4 Vv ... . . a �w, Re, 00 ELEVATION 275.0 Vol to wcR a *a, to B % Wt lilt 040) 00 (3/24/05) TOP OF 12" % C4 36"CONC (71 1 , co 'N"NN\ GALV PIPE ... ... lit IE=275.58' c Ole a N 44 EL- 276.0 7 151 IN%. 0 16A; 1 44 " `1 : �;,� , (01 _40 C LC. CURVE DA A N.,/ -4 V/ 401 .... .... t ...... . 0 1 lit I !T a a *Xo% A 21 *38'04" %_i v a yj. I 1 4.-- _M - - - - - all lit ovv/ j, I �u f R, WATER SURFACE L 1081,80' Wit, ELEVATION 275.9 1 1 1 1 1 1 1 Al ... ... ... . 00 5) STATE CURVE DATA (3 124 lit DRAINAGE FACILITIES v) 4 lit fill lit 21 *3 7' om o EASEMENT REC. NO. 36"CONC A fill 9509110608 R 2865.00' ,,I e", ilifp 1, Ylil x Ft I L 1080.80 S% IE-275.56 it lot I% Or: #40**1 r%4644*%do% 1 4 f% 14 of A #1 41 1k No, till I I I ei NITARY SEWER 'r *.0 ko 460 11 0 -,6 14 EASEMENT KING COUNTY ot it, a 4�% x. moo 10* SUPERIOR COURT CAUSE 'j % ee, S It %0 4 A- 0 No -.0 4- lit, lit pr q . .. . Z. on/ I �#A. NO. 823293 I F/I . , a All "e" *Vol- m- Z. 0 MOO 24"CONC W woo lo m�z. vt No 000 low o 40 4 # I I IV,) Z -10 orel. /.qf- lit I of�;- f:; m000 00 000op- $00 0 REMOVABLE PLUG 00"'00 4b V4 IE-275.97 *owmq, a 9 Ill 0'"' me Ill v X.: F 40, ow 'o, Oom VN%N to 4 'WMM R Pic, fill 0` o, + � _., NO *70,0 1 t I I N if/or ."So.-W % :*4 . �w_ -;Z! Nor 1LV PO4,4/ U*) FENCE till lit vm` r 111 If/ apoof.. i Ir -w Woo 1.4' EAST so 0 a a x I "o, moo. S - ­* mom; z%- -z m ­41 -too I ­%,�Z4o moo* moom 0 .0 % *-*. _'o. wt ­NN '"opoft 4 *woo 'At- o It I 40`0�� F' woo 400 '"Nom "ho, ow. -4 CONC IV I I 1 #10 D 2" CONC FILLED IRON PIPE z qL 1. . RASS TACK DOWN 1.3' IN CAS 0) ?". o. HOT CRET W/B oft** ;-z oft HOT CRE CURB �Ilw IM fill (BURIED 6") 0 P.T. PACIFIC HW SO. x its an, al "I i Itime,ol 11,1111 ei. (10-20-99) ox ILI V 177 (S884'46'07"E 1034.43' RECORD) 77 Inkip ag linal NJ Q 279.60 11,1111111,11 �%.*;* I IV is 88*46"05 t.;E- 11033.90' 1 lilt "woo own* *^ft m mo A*"* 1 97, Ireoll � -_�rA X ............ UNABLE TO 2-""CONC W/ IZJ"f fill mommom.."Aww'.....-ommo = :�� --moo mmom Of WmW mmmw� "moo moo* vow. IE=275.37'� "oom awswo ft doxp- ANN, 010 LOCATE END Wiizz v I I ff'o, moo moo OF PIPE 341S tit 10 1 1 10*1 41 41 `N-0 116 40.1 6. L % *4 4 4 16 I ;Qt to IN I CB 10 P* 140% 01% o o INS I, i, a 1 4 % A % I A P%L#% IN, a a fA Irl RIM-309.90, PL f If 4 fill to It 15" D.I.P. OUT W. IE-303,84 0 4 NO A. %0 4. 1 %0 4.1 6 %0 w SSMH 280.05' iiie z (�j _j RIM-'280.05 FW 12" PVC IN E. 0 12" PVC OUT So 1/2" R E B A R w /( ';"A P "'R.T. 15042" x . ... CHNL IE-268.58 N781 O'l 5"E 0.67' FROM PROP. COR. r% ior:: I% PIN 4 A r 6 *V* 10. 1 -, 1 11,01 H % 1 110 16 6 0% SSM "I "I "I'll 11 N It .. Wt mo I a 1 8 0 V a ­? %`1 RIM 279.59 %0 %0 *60 1 10% 1 v AUL 'OBM "U H 12" PVC IN N. .0114 1 42p 50 12" PVC OUT W. x :�O X ..'k. CTR CHNL IE-269.43 FND 11142-" REBAR w/CAP x %,"'. i` LS #15042 (10-20-99) z w- 0.640 E. OF R/W LINE ........... e'e* e"e, x: le: a w ......... . % ...... 968.84 . om . ........ T, 'ei% x 0; -ow N88"46110"W **mo ... vomw o-w !,W. 1313-58 'e, K` Xe'e ...... ...... FND 2" IRON PIPE W/HUB k C8 $*F#p 46 :X*, & TACK DOWN 0.25* IN CASE 42 RIM=310.04.' ....... to @ Q PACIFIC HWY SO. 42$ 15" D.I.P. IN So IE=304.96t 15 D.I.P. OUT No IE-304.88 'e e"'.. EAST 1/4 CORNER 20-21-4 FND 1-1 /2" BRASS DISK w/`PUNCH e_ DOWN 0.8' @ INTX So 344TH ST. e­* ee x 16TH AVE So oe- (10-20-99) % -.o0o#­o#oo1 ftw�:,, 762.37' . ......... �_ If OmMO m,,m Ofto N88"46'31 "W 8,�-'2 0 o..0 o_ 551.55' (CALC.) % 2627 .85 :,X-Xe Xe.: e�, "'R 558.5p (WSDOT) 20 21 Xel�e*i .-i*, e 551.64* (R.O.S. BOOK 30, PG. Tp 'v "'A -A `ek� X. X. 12112 115th Ave. NE Kirkland, WA 9803"923 425.821.8448 425.821,3481 fax 800.488.0756 toll free www.triadassoc.com W Q Ila Nana no= NNW Sad Ogg PROJECT MANAGER 11. FREEMAN , PROJECT ENGINEER PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE,# 03-30-05 SCALE#* nopa.0 1 50 VERT.: STAR NOT ViDO UNLESS SIGNED AND -tY JOB NOo 05.V'77 SHEET NO* to.. c. OF 2 f4m, E D 1", RAL"', WA,�,� 17" -j ; 2605'­',� TRIAD ASSOCIATE"" KING COUNTY DEPARTMENT of ASSESSMENT] The irn, nation included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King CONTROL MAJOR SHORT PLAT County makes no representations or warrant!", wwoss or irnHYDRO npn, timeliness, or rights to of such on CONTROL MINOR ` RCEL accuracy, completeness, King County shall not be liablefor any general, cial, � damages i din!►,,%ut not limited to, lost T OF Y �rNA�. P �. eOul�raAl� .. ,� ®_ _ __ _ Parcel d Incidental, or consequential nu or last profits resulting from the use or misuse of the information gas �aT Platted contained can this map Any sales of this reap or information on this map is r ; ._..,... prohibited except by wrinen permission of King County. kTell FILE z"I � COPY x s 4 9061 SF on 83# :OW tj, QL�241 N N :�4'A a�vta...#[ �`ti ._ k. i 79556 SF 25 * -- - _ _ _145.50 S 89- 3 E 125. so END EST. STA 39f8 0 , „ - m s 33M ST ISGC o2- - ieu N1to a S tc, �2r; 15.01 i 751, 3 Vr 2 0 13748# fo I } n [ ;n 72122 3 . 78 - 50 50 20` { i io256ff 9Q37 $ �e i 22 2�as�zssa�ss3� 751 _ 17 I PC l I 1.06 AG M { } # i ; 25 -------__--_ to f V5 52 ;t WO i �} ------------ y e _ `iSL' -- a � orr ------- _—__ '}f 0 F-J� t0 O N Nd 9 ------------- ---..___,.___ _ #Z f 1 20 AG #} in Lei t to 52458# {[y { V CC 75 9027 # t ! N 88-15-$2 E Ei0 I t i I rr 5.01 ca AG; n CL ` LOT 4 tCO ,. 5( i , s�isAaC ` C J ; �, W a1V - ---- LL - �. S - - -- _ 3..6 8 E, t ir # I,Q B �? . ��' 4 7 0 LOT #cr 1 KCSP 261074 - 3110300889 E s0 1 `0 Iry A� 2 88 AO 10p C# 2388#� 332746 N89-16-48H 1 .s Y � t i q t � tt3 r 1 f 30{ � s � #QQ,p � 2 QA t" S 344TM S"t sB ?o r=30 70; S, - M 7 a i { 23772 8Q 2 m LOT # t W i()5, 7i5 SF} LAND s375 5F !# 344995 6F - 2.43 AC 114 N.c.F.E. 1486 SF 7.92 AC } TOT. 23E42 S i { �t OD Po t j 30 30 C3.* 4 e _ 3876/169 Nci :..r t>tT hci S. 88.57<1 SEC B 050 - 897 'TURNBACK9 338TH ST r;_ FORRELTNGUTSHMENT TO COUNTY ® 52_. m RED. E?5o5t�70897 tcs-_ __ __ _ _______ _ t P.O.T, LE - v -0 ' F.O.T. s s It I r { C) # Ga I 4t F j 4 to Ll � �. X� �f �i �F •MV f S"„A#iAd4! t ti/ # t f A..,.s ,I g 3 i }} I 1 f aCt � E 4 P # o': °C i }(i it i Lot t u i? _----- _..-------- _----------- __— ------ ________t--- —__ � x t 40 t t 1 # co iS0 I I # t # t t JJt J t . t t 1 jjt � Y F1 891524# t t 20.47 AG t t � t t t 1 t g . 6-40 €1 ? 1 i 1 � Z. 1 t i ? _ t i 2.i8A0 8203020M I s 1 t t 1S0 � I 1 2.63 ! * 1, z I 40 5 t t r r 1 1 1 250 1 # G # t # FETURN TO GRANTEE J 73Q3224Q72 POR 9002 1 ExCE RIY 28 _M - ________________________-------------------- --------- _------------------ 234- _ i ' AC V- 1 10.2C} t ' VAC. V - J353 k� EXCc59�R/t� __________ ___________�� -_-______.___ __�r__-_-�_—_-..-______ —STA 1941 00 s5O • ' ---RETURN AF. TO 3FXNTEE _ ________ x'__ 70= A. 730322C472 f 1 �- iq 1 m KEYNOTE LEGEND. DESCRIPTION la - - -- - -- - -------- CONCRETE SIDEWALK SLAB ON GRADE. REFER TO CIVIL DRAWINGS. CONCRETE FROST SLABF' . REFER TO STRUCTURAL DRAWINGS FOR DETAILS. SIZE SHALL BE 5 14 X 5'4 U.N.O. — - --------- CONCRETE CURB SEE SITE DETAILS TYP. INT - SEE SITE DETAILS- TYP. SIDEWALK CONTROL JOIM III THICK CONCRETE APRON WITH 6X6X2.9 WWF. SEE ARCHITECTURAL AND STRUCTURAL DETAILS 'PRf �r ECAST CONCRETE SPLASH BLOCK MAY OCCUR -SEE FLOOR PLAN 47 DIAMETER CONCRETE -FILLED STEEL PIPE BOLLARD; SEE SITE DETAILS; PAINTED COLOR: PT-104 'Er DIAMETER CONCRETE -FILLED STEEL PIPE BOLLARD- SEE SITE DETAILS; PAINTED COLOR: PT-104 C DIAMETER CONCRETE -FILLED STEEL PIPE BOLLARD AT BUILDING INTERIOR- SEE SITE DETAILS C PREFINISHED • DIAMETER METAL DOWNSPOUT CONNECT TO e STORM LINE REFER TO PLUMBING DRAWINGS (COLOR TO MAT H ATAS-BONE WHITE) 11 . . . . . . still-olls!w klt WILAO II IIN II WASH BAY CURTAIN TOP OF TRACK TO BE MOUNTED AT 10'-4 A.F.F. CURTAIN HEIGHT 0 10 _cr FEC-1 - SEE MOUNTED SPECIFICATIONS SURFACE - FIRE EQUIPMENT CABINET- TYPE SEMI -RECESSED FIRE EQUIPMENT CABINET; TYPE FEC-2 - SEE SPECIFICATIONS MIN. CLEAR HEIGHT OF 10" MDEL A101 (9j000 LBS.). LIFT AS MANUFACTURED BY ROTARY LIFT. STAN DARD MODEL WITH A 4 O ALTERNTATE (PROVIDE SEPARATE ITEMIZED PRICING- FOR LABOR AND MATERIAQ- MODEL WITH A MIN. CLEAR HEIGHT OF 10 MODEL A7LCI (7,000 LBS.). REFER TO ELECTRICAL DRAWINGS* DESCRIPTION ---------- WATER COOLER; N.I.C. OUTLINE OF METAL "DRIVE -THROUGH CANOPY" ABOVE OUTLINE OF METAL "CARPORT CANOPY" ABOVE - - --------- STEEL COLUMN SUPPORT FOR METAL "CARPORT CANOPY' (FURNISHED AND INSTALLED BY CANUPY MANUFAGIOLK); ULNLML lt<AUtb CONTRACTOR SHALL FIELD PAINT ALL EXPOSED SURFACES COLOR TO MATCH PT-1 01 PREFINISHED METAL COLUMN COVER (FURNISHED AND INSTALLED BY CANOPY MANUFACTURER); COLOR TO MATCH PT-102 - - - - - __--- FLOOR DRAIN - REFER TO PLUMBING DRAWINGS 9 PREFINISHED LOUVER FOR DETAILS AND TO COORDINATE SIZE, REFER TO MECHANICAL DRAWINGS; COLOR TO MATCH PT-103 I TRWINGS., ENCH DRAIN REFER TO PLUMBING DRAIll IMl Ill EYEWASH STATION; SEE PLUMBING DRAWINGS. HAND SINK,- SEE PLUMBING DRAWINGS GAS METER; REFER TO PLUMBING DRAWINGS (COORDINATE LOCATION W/ GAS COMPANY) OIL/WATER SEPARATOR AND ASSOCIATED PIPING (BELOW GRADE)- SEE PLUMBING AND CIVIL DRAWINGS OIUWATER SEPARATOR VENT UNES ATTACHED TO BUILDING AND PAINTED TO MATCH WALL FINISHES; SEE PLUMBING DRAWINGS ELECTRICAL TRANSFORMER ON CONCRETE PAD REFER TO ELECTRICAL AND CIVIL DRAWINGS. a GENERAL NOTES-L 1. REFERENCE FINISH FLOOR ELEVATION CFO'4 IS SET AT ACTUAL ELEVATION OF XXX.X' 2. REFER TO A1.2 FOR ROOM FINISH SCHEDULE. 3. REFER TO A1.3 FOR OPENING SCHEDULE AND STOREFRONT OPENING /FRAME TYPES. 4. REFER TO A9.1 FOR REFLECTED CEILING PLAN. 5. REFER TO A9.2 FOR FLOOR FINISH PLAN. 6. REFER TO A6.1 FOR INTERIOR WALL PARTITION TYPES. 7. BUILDING SHALL BE FULLY PROTECTED WITH AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH NFP A 13. PROVIDE FIRE EXTINGUISHERS PER JURISDICTION REQUIREMENTS. REFER TO BUILDING CODE DATA FOR FURTHER INFORMATION. B. COORDINATE ALL METER LOCATIONS WITH CIVIL, PLUMB. AND ELEC. DWGS, 9. COORDINATE TRANSFORMER PAD & VAULT LOCATION WITH CIVIL & ELEC. DWGS. 44-1-811 1 0303 i 0303 -- 44 501 0501 i� o co LL E 0, 494 i 0 E T: 705 4#; 0 • ro 1 v iJ it • SEE MFGR'S TEMPLATE 0"ll I HAND HOLE FOR DIMENSIONS F 1"x 1" CHAMFER BASE PLATE AND LOCATION OF ANCHOR BOLTS _11 ...... .. ............. 4 � � ANCHOR BOLTS o 1 I i AS PER POLE MANUFACTURE CURB � FINISHED GRADE a� l dl f d 4 PLASTIC IDENTIFICATION SHEETS l'-6" BELOW GRADE ABOVE CONDUIT N CONTINUOUS D CABLE. Ww co CONDUIT-1"MIN NDISTURBED SOIL OR BACK FILL COMPACTED a a'. TO 95% MAX DRY DENSITY d' CONCRETE BASE a Q m 6—#6 BARS EQ SPA 4 � #3 TIES SPACED 3" MI a @ 12" OC MAX TOP VIEW EL,ECTPIC AL NO1`E, 1. ALL CONDUCTORS FOR POST LIGHTS SHALL BE INSTALLED IN PVC CONDUIT. 2. THE PROFESSIONAL OF RECORD SHALL COORDINATE LOCATION OF FIXTURE BASES. 3. APPLE` A RUBBED FINISH TO CONCRETE BASE ABOVE GRADE. CLEAR y ALL SIDES 3/ P DIA 10' LONG MIN DEFORMED COPPER WELD NOTES. _0 $) DRIVEN GROUND ROD. 1. CIRCUIT ALL SITE LIGHTING TO PANEL PNLBD--1 LP4. PROVIDE 2—LEVEL LIGHTING CONTROL FOR ALL POLE MOUNTED SITE LIGHTING FIXTURES. PANEL. SHALL TURN ON EVER' OTHER POLE WITH ONE SWITCH AND THE OTHER SCTIO POLE WITH A SECOND SWITCH. 1M � ■ 1M M � � Ili V) z w q ff s }, Y d SCALE: 3/8 -- 1 0 —0 �uJ CONCRETE CURB SECURITY FENCE SECTION SCALE: 3/ 1 Er .- 1 _ r 0 IL POST 2 3/f PALE HIGH SECURITY FENCE - ERISTAR IMPASSE NICK SECURITY FENCE: TRIDENT STYLE NIGH TENSILE STEEL ' HIGH 2 BLS ONE TOP D BOTTOM. TRIPLE POINT SPEAR TIP. COLOR TO BEWHITE: ALSO AVAILABLE IN BLACK. �—FOUNDATION TO FROST DEPTH MIN. 36" DEEP POST EMBED SECURITY FENCE ELEVATION SCALE; 3/1 All mum 1 21 —Oat (lYP. FOR TWO GATES — THIS OPENING) T VERIFY W/ MFGR. SECURITY FENCE — BI—PARTING SLIDING GATE FOR SECURED PARKING .1 SCALE: /1 " 1'— " 12 SLIDING GATE (TYP. FOR 2 THIS OPENING) 2 4'--0" CLEAR OPENING TO OPPOSITE POST lot feR 1 .� ` 100 1 q+ 3r y •a 4 Mr do ARCH. PROJECT #:6256.15 SHEET Q� LJ ❑ TOP 0 Agi F FEATU Rl ba 221-197 41 JOIST BEARING ELEV. I Oil lWJANWfAVM ... ------ WAM SIGNAGE ELEVATION BY LSI GRAPHIC SOLUTIONS PLUS. INDIVIDUALLY LIT NEON LETTERS WITH WHITE PLEXIGLASS FACE AND PREFINISHEI BLACK ALUMINUM RETURNS. . . .... .. ...... TOP OF MASONRY 1 i -F ELEV. 2 4! F. 1303 1010 10 MONO "Imme 'DING SIGN B1 11L XFJ rA F lsdN_ffj FUL 14'1 f All SCA —on ...... LE- 114 1 P OF METAL PANEL 0 6" TO• ti A.F.F.ti El 1ro 1311 1312 ;% ... ...... ....................... . ...... ...... . ....... ......... =11-1 _L I I I I I I I I I I 1 , BOTTOM OF METAL PANEL ELEV. 10'—Y' A.F.F.• O iTOP OF MASNRY ELEV. 20'—Cr Al JOIST BEARING E I L-EV. 16'-87 A.F FINISH FLOOR ELEV. 01III —(f f MASONRY IM BEARING xjl�1,0 A"", KEYNOTE LEGEND. DESCRIPTION 24 DIAMETER CONCRETE PIER (BY GENERAL TRADES CONTRACTOR); COLOR TO MATCH PT-103 MASONRY CONTROL JOINT — SEE DETAIL 1 /A5.1 — - ---------- - ---- DIAMETER CONCRETE —FILLED STEEL PIPE BOLLARD; SEE DETAIL 4/C2.1; PAINTED 67 DIAMETER CONCRETE —FILLED STEEL PIPE BOLLAR D; SEE DETAIL 5/C2.1 - PAINTED COLOR: PT— 104 # PREFINISHED 6' DIAMETER METAL DOWNSPOUT (COLOR TO MATCH ATAS—BONE WHITE) CONNECT TO UNDERGROUND STORM SEWER (SEE PLUMBING DRAWINGS) P REFI N ISHED 4 SQUARE METAL DOWNSPOUT (FURNISHED AND INSTALLED BY CANOPY MANUFACTURER) FROM "CARPORT CANOPY" ROOF (COLOR TO MATCH ATAS—BONE WHITE) CONNECT TO UNDERGROUND STORM SEW 7� G OUTLINE OF ROOF BEYOND ,METAL CAP FLASHING TO MATCH PT-1 02 HOLLOI r-IML DOOR AND FRAME- PAINTED COLOR: PT-103 ... ....... . OVERHEAD SECTIONAL DOOR — FACTORY FINISH WHITE EXTERIOR SIGNAGE — REFER TO SPECIFICATIONS AND APPENDIX 'A' PREFINISHED METAL "CARPORT CANOW PROVIDED BY GENERAL CONTRACTOR; COLOR TO MATCH PT-101 STEEL COLUMN SUPPORT FOR METAL "CARPORT CANOPY" (FURNISHED AND INSTALLED BY CANOPY MANUFACTURER); GENERAL TRADES CONTRACTOR SHALL FIELD PAINT ALL EXPOSED SURFACES — COLOR TO MATCH PT— 10 1 STEEL COLUMN SUPPORT FOR METAL "DRIVE —THROUGH CANOPY" (FURNISHED AND INSTALLED BY CANOPY MANUFACTURER); GENERAL CONTRACTOR SHALL FIELD PAINT ALL EXPOSED SURFACES — COLOR TO MATCH �PT-101 PREFINISHED METAL COLLIMN COVER (FURNISHED AND INSTALLED BY CANOPY MANUFACTURER); COLOR To !--MATCH PT— 102 EXPOSED STRUCTURAL STEEL COLUMN OF "DRIVE —THROUGH CANOPr (FURNISHED AND INSTALLED BY CANOPY MANUFACTURER)- GENERAL TRADES CONTRACTOR SHALL PAINT ALL EXPOSED SURFACES COLOR TO MATCH PT-101 BOTTOM BAND OF "DRIVE —THROUGH CANOPY"; COLOR TO11111MATCH PT— 102 ,REVEALS IN PREFINISHED METAL COLUMN COVER; TYP. GAS METER; REFER TO PLUMBING DRAWINGS (COORDINATE LOCATION W/ GAS COMPANY) OIL/WATER SEPARATOR VENT LINES ATTACHED TO BUILDING AND PAINTED TO MATCH WALL FINISHES; SEE PLUMBING DRAWINGS EXTERIOR WALL —MOUNTED LIGHT FIXTURE. REFER TO EXTERIOR ELEVATIONS, CEILING PLANS AND ELECTRICAL DRAWINGS FOR LOCATIONS AND FIXTURE TYPE. ID# DESCRIPTION MANUFACTURER MODEUCOLOR CONTACT NOTE: 1 ir HIGH UNIT SMOOTH FACE SEE SPECS MANUF. STANDARD SEE ELEVATIONS CMU-1 1A HIGH UNIT SPLIT FACE CER SCORED PT-101 PAINT SHERWIN WILLIAMS SW-6252 ' ICE CUBE' SHERWIN WILLIAMS SEE ELEVATIONS OR APPROVED EQUAL JOHN BROWN 440.461*3310 PT-102 PAINT SHERWIN WILLIAMS OR APPROVED EQUAL SW-6254 'LAZY GRAr SHERWIN WILLIAMS JOHN BROWN 440.461.3310 ACCENT COLOR; SEE ELEVATIONS PT-103 PAINT SHERWIN WILLIAMS OR APPROVED EQUAL SW-6255 'MORNING FOCI SHERWIN WILLIAMS JOHN BROWN 440.461.3310 ACCENT COLOR; SEE ELEVATIONS PT-1 04 PAIN SHERWIN WILLIAMS SAFETY YELLOW SHERWIN WILLIAMS BOUARDS OR APPROVED EQUAL JOHN BROWN 440.461.3310 SF-1 ALUMINUM STOREFRONT SYSTE E CLEAR ANODIZED ALUMINUM INSULATED GLASS; SEE SPECS MT-1 PREFINISHED METAL COPING ATAS DOVE GREY PREFINISHED METAL THROUGH WALL ATAS BONE WHITE SCUPPER W1 CONDUCTOR HEAD AND DOWNSPOUT 0 7 00 IIII 0I LL "OR E 8 im .0 "r co tit. III r. Ai m MM 1­­­ 0 Lu 0 8 LLJ z cl) 0 m < cf) WEST ELEVATION ------- I -AL. 0 SCALE: 1 /9' r 1 '— 011 Evanson= NONE= EMANMOOM 24'-g-* 4-d' RTU-1 RTU-2 W (F WK PMU W OF WWW w. W. .. ... ... .. ... .... .... ... ... .... .... ... 2 1#::;� AFT. E c_ TW (F PMN I ..... . Hog ...... FUME A wm of WK me WE -TAM IF4 F. X" F.F. ELEV. 305.00' :% $—Off 'T UV. Cr-C 200 I—Olp 200 ELEV. 305.00' 1- ELD(. 303.00' EAST ELEVATION SCALE: 1/16" 1 1-0" 0 2' 4' 8' 16 �E RTU-1 &2 LA_ W W WSW AN W W MAW ILI, BV. 2 1W OF ay. xl�' MAF "F. im ffmc 40000" 0 *ftftvw�m OMMM MOM%" momm" 400*000 4"Mma" ""wmm ww"m Vromm" ftmw= 4"Now ex"Wo emm" 4mmmm w"m =00� OMMM --------- 0040000" 1111 4mmomm 40mm" otmom ow"Mm mwmm 49"We 4000" 4XIMMM =mom 4womm 4"W"a 00"00 emm" WAMMM Mn=m -law Egg HV. I r­C UA C3 M C3 C3 - __KW BIV. IV-f ATF �MT X7 <A> <A> co CD L Ndo' fl--" L AJ ov .......... FEW RM . ....... ELEV. 311.00 F.F. ELEV. 305.00' . ...... .. _1 A 2 5 0 ...... I jo NORTH" ELEVATION SCALE.: 1/16 V-0" 0 2' 4' 8' 161 RTU — 1 &2 TW OF WMW OW iiii,iiii!ll��K TM OF WSW EO. 21*-4' AFY rt, —ru In L jw DEN= -'qprB.EV. I" AFA _ZZZZZ N, C3 cm Ak <A B F.F. ELEV. 305.00' . .. ..... ... ........... . . . .... . . . ...... X.- x Af% flM nM IS Maw 200 1-01Y ELEV. 296.00 SOUTH ELEVATION All SCALE: 1/16 V—Y' 161 0 2' 4' 8' RTU-1 to .............. ............ C) C*4 ....... .......... ................ ........ ...................... ............ Ak UP OF MW C14 am w 11111115X���� . . .......... L0 M BEAM C) %F ELEV. I r-F AF.F. M C3 CD CD X� di X XX x LO .. ........ uj F.F. ELEV. 305.00' .......... ........ - ... I.- ...... .... .. ............ ............ i ... ... ... ........... . . ....... .... . I 2. - - - 2. - 2 `*r LUX. 91-1w En 1-077 200 200 uj ELEV. 303.00' EL 305.00' cn WEST ELEVATION All SCALE: 1/16" l'—U'-' 0 29 4' 8' 16' LO to C) co LO ISO" In 04 0 c: 17� @ S LL > c'nn 0 XO'/ M 0 v V9 CL C,:y 117 0, NNE= LLJ C) z U) C) < Q c/) ARCH. PROJECT #:6256.15 SHEET CY7 .... .. ... . . U-) E -'(0 C6 k" k LL E Iz Cf) > E 0 0 CD C) co .0 ge V" m uA, L-74 E, j $f 00 A 40 N 01 1% 1 a -v *+ *+ A ON 04 '000 ON V oe o. -f A % .0 or 40, f I % N A i r r is r t e% I A I I— r 1% 4 r N, s I I %I t I I- I **% I I% I P-- #4- #1 / 1 #4 e 4 %, .0 # V L .'? L '00 N % .0 0 f v 4. — . ­% I % —f— A N A I '�.f X '!Lt % 0 .4 A .0 1 A 1% 4 0% .4 ol le% 0% v %00 'f ir N oo % rN, A r s Q_ Q) Q) I I 21 N., RANGE 4E., Wmmw tg' 4411 fi-RIN . .. .... ... .. .... ... % k % 4 4ON so% .4 e% I 4 Ito —7 �eN, A t'r— r*% 4r oe Aj % N88 45 56 w Q) mum Go aw Q _Q) v mum im 4m ammmmmmummom I 143o f5 C-) 0 (1143*58 96 `2 MGM ill Miami v 16-15 11, % ............ mi Q 00 --1 4" C k4) Xi' �jis .......... . % _J 7_ to% 1 A I oo, e% ol A A f A I A r r -7— r J *Q 141 #0 e N 0 1 A A 01 —0 % v 13 r % % FA"i'll" TIES EA SEMEN T DRA INA li 0 REC. NO. 9%50911 uv 0 :_t.71_77 Z)EWER EASE)WEN 10 EXISTING SANITA"'i SUPERIOR COURT CAUSE KING COUN T% NO. 82jz%w %..f (10 N "K SEWER EA SEMEN T E QANI TAR 5' XIS TING KING COUNTY SUPERIOR COURT CA USE NO. UZOZ93 NOW 09 as '90 0 505; N88 46 05 W 1033090 �16 ow ilift ====A� 05 (1034,43 ECORD ... .. .... an az 4= .* . .... ... tl\ P) Q5 . ........ .... A5 Q) ..... .... ..... . �45 , % A ill 4 N ol N I A 1 -7�- 0 A I N J* 1% # % oo A 4 .0N ON Soi skit I I I I M 1 1111 N I �.l I I I I t I I % % I V f I % J# de % % .4 0 1 I A 0 ill % es rillill, r— iiii # k4 )I It I N"i V %�'e 19— %#1 le— 1 460 7 A I Il r,% f A r oe r '% A r N t r N I I A r 'e 0 A I V j p .0 % L. 'ki fill V ALL PLAM EZAR'.' SCALE. 50 A 11 SCALE. 1 50' 0 25 50 100 7 mc V& L h" Me ff GEO TECHNICAL ENGINEER(CURRENT REPOR1,1 PROPOSED GRADING & U71LI77ES CITY OF FEDERAL WAY BENCH A4ARK NO. 2168-5-1 ELEV=346.811 FEET ZAR61019A GROUP, LLC CRA ENGINEERING., INCl, BOUNDARY BARRICADE EXIS 77NG GRA VEL RAM—.5%1t'"7 wlWASHER ON EAST SIDE EDGE OF 7ELEPHONE PEDESTAL A T 14600 DE 7ROI T AVE, SUI TF 1500 651 COLBT DRI VE LOT LINE Ct=M ROCKERY NORMWEST CORNER OF SOUTH JJ67H AND PACIFIC HWY SOUTH WLAND CLE OH .44107 WATERLOOs ONTARIO RI VGH I— 0e (F 7— WA Y GU TTER, FL 0 Wo, & CURB L WE CU T SL OPES PROPOSED GRA VEL ::0 OF FEDERAL W4 %To BENCH MARK NO. 2168— 8-1 CONTACK TODD 11AMULA PHONE: 216,221.6600 CA NA DA v N2 V 1 (ON, 2 CON TA(0% Ill Cut% WA RD A. McBEA N CEN 7ER LINE T-11-1--i-\ FILL S1'.0PES E 'i J09.777 FEET oni. lam FAX." 216.41, PHONE: 51574.884.0510 EASEMENT RIPRAP EXIS 77N A SPHA L T RAM—SX-T wARAiiii WASHER IN NEW SIGNAL POLE BASE 50 FEET SOU7H FAX: 519.884.0525 BUILDING SE78ACK LINE (BSBL) SIGN PROPOSED ASPHALTOR OF HWY 1811-5 DIREC77ON SIGN, ENGINE�,,,,nFvRIPLANNERISURVEYOR STORM DRAIN PIPE & fri'77NG DRAIN 0 VERFL 0 W S 77?UC TURE CONCRE TF PA VEMEN T PROPOSED SIDEWALK B. A4. UHA UL ELE"J11,J2" FEET LANDS(.,l "'APE ARCHITECT GEO TECHNICAL ENGINEER (PREwous REpow-l% -----------------`_-------- ROCKER Y DRAIN SEWER MANHOLE RAILROAD SPIKE IN EAST FACE OF POWER POLE JIJ418J (1'p UP) POLE IS ASSOCIA 'ill all 1 11 1 1 I'll l'i lilli I lowillilix.— I i I 'I gli givi'll I 1 2 SEWER MAIN SEWER SERWCE SEWER CLEANOUT 0 PRCPOSED CONCRETE APPROX. 160" SOUTH OF SOUTHEAST CORNER OF S17E ALONG THE WEST TRIAD 71 12112 1157" A Vf,.NUE NE ASSOCIA7i EARTH SCIENCES, INC. 911 91 An WA TER MA IN SINGLE WA 7FR ME7ER SIDE %0FIF PACIFIC HWY SOUTH. A KIRKLAND,,, WA 980.34 nF7H A VE., SUI I Ic 00 KIRKLAND, WA 98034 10" EXIS71NG CONTOURS EB-- IRRIGA 77ON ME 7ER WE77-AND CON TA C I.- DON 1ILL., PE TACT" RON PARKER CONIA ..... ... ... .... . .. .... 2" EXISRNG CONTOURS -420 --------- 101 PROPOSED CONTOURS DE7FCTOR CHECK VAL VE A SSEMBL Y SLOPE BASIS OF BEARING PHONE: 425.821.8448 FAX 425.821,34,81 PHONE. 425.82Z 7701 FAX: 425.827,5424 DOUBLE DE7ECTOR CHECK .�407* - — — — — — — — - - Z f-jTu/-u">r_u uu/v / uuff.�) VA L Vt: ASS t: m 8L r X_ FENCE fik FIRE HYDRANT RIPRAP SWALE OR DITCH A FIRE DEPARTA4ENT CONAIEC77ON (F90%% TOP OF 407o SLOPE CATCH BASIN, TYPE I EDGE OF WETLAND 0 P OS T WDI CA TOR VA L VE (PI vj CATCH BASIN, TYPE WBUFFER LINE GA TT VALVE H DA YLIGH T LINE T, 7-cr- STORM CLEANOUT — SD EXIS 77NG S TORM DRA IN PIPE —SS— EXIS77NG SEWER MAW —W— EXIS77NG W47ER MAW — PO EXIS 77NG POWER LINE — U GP EXIS 77NG UNDERGROUND PO WER L G— EXIS77NG GAS MAW TL— EXIS77NG 7ELEPHONE LINE �6 Lij x/--iiiiiiil BEND EXIS 77NG FEA WRES YARD DRA IN E-- EXIS77MG GUY ANCHOR EXISMVG CATCH BASIN, TYPE I EB-- EXIS77NG W47ER ME7ER @ EXIS77NG CATCH BASIN, TYPE If ,Q EXIS77NG FIRE HYDRANT 0 EXIS77NG SEWER MANHOLE /V EXIS77NG AIRIVAC RELEASE VALVE -0- EXIS77NG POWER POLE 0— EXIS77NG BLOW OFF :p] EXIS77NG POWER VAULT M EXIS77NG GATF VALVE lip; fl CONTOUR INTERVAL a milit � "'M iNi"-,,E TL A ND 810L 0 GIS T (PREwous REpw 91 h . . . . . . . . . . . . . . . . . . "A .............. ................. ....... '�v .0 . , . . . . . ............ ... . S . ................. . + ........ ... ......... . . . . . . . . . . . . . . . N� 'i . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . " . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . 7. ...... ...... . . ........ .............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7f 8 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . %i Palo - - .. . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . .. . . . . . . . . . . . . . . 4. . . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . .. . . . . . . . . . . . , . . . . . . . . . . . .. C . . . . . . . . . . 4 11 .... . . . . . . . . . . . . .. . , . . . . , . . . . 4-% IZI TY MAP NO T "I'V` SCALE 12112 11 5th Ave. N E Kirkland, WA 98034-6923 425.821. 8 425.821.3481 fax 800.488.0756 toll free im IM CIE* PROJECT ENGUM J I ENISE _l7N, ASLA PROJECT WDSCAPE ARCHMCT FERST SUBMMAL DATE: 5117105 SCALE 19ONZ.: la-50# M.,*NA EXPIRES: 6/8/07 ;l wimw OF 5,71 e"i ARN 2005TRIAD ASSOCIAME!" SECTION 203, TOWN SHIP 21 N.5 RANGE 4E., Wume, � �, I I 4e 0 A 0 0 % 0 N 40 It 0 1 a I -7- I 10, A e N .0 % le 1% I I A I -4 9 I 1% I I -0 1 $ 1 $ 1 1 % I I y I ,c.1 X /_I I I I I I I 1% I I * % t # q %#* Ab .0 %.O %4p # v I 0 1 1* % 00, % ** $ %.0 %. 4p % .o % 00 I It I a I 401% #0 % .- -* 0 N 0 'r N 0, 004k e1% e% t I % $ 1 1 / I 8 / I I I / - "If I I I I 4 * T 1. .0 * ,4_ %..4- 1 %., -1p % *0 k .* k .. -7 .-% A I r- r1% r,% s t e * t A i r - f, % �e % ,e % .-,% a 4 a 4 1 1 & I I -I- % 41 #* t 1 M 0-- I I 0 J. -C I I %,* I 1 N I I- - % % ** % - I I I IV# A/$ I 1 $ %I I I v A- %.O I I f- - & -0 * L .01 % 01 11* .0 0 * v #_ - %. .1 I. -f % 00 %, #f 0 * I I %.O $ v f # # 44 1 %w u 11,10000 mummDam mom= go as I I 111 4m 4m i 111 III I I � 11111111;1;11� 11,11, 1 1 gsi � _____ - ft, 10 elm, - dr I -,------ "007 13 230= cm ow mimm om,=411111iit,lilm ______ / 4m as I mmmammommmummm msayswszmgmm� 1111111am,mmm ( I I I a i am 1 4mm pa 0 . a a As . ______ I - � ­­ - ­,­­_- � W ii­ �_ - -1111-11 �41;._­­ ­­­ , .... - --- :::"�:�.��,.���.�".�,�'..."���,� - -- 11 I- ­­­ --- I ... 1. 1. ,­�­_,­­­ __ i - -- - � 1- , �. 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(O."WANTIT11=6 5ASEzu"') ON RN A I AN r=c,�-AuILATERAL TRIANGULAR PATTE AT THE SPACING LISTED A50.�Vrzl, On- "=,Ov*, t= r-up, G UN"**-C-O"*k\/F.RS, IE02 411 OF'OTS 'OPTIONAL SPACING AND 617. RO t-.w t"; � I 6 1211 o".C. TO 5E DETERMINED AT TIME OF f'"'I'LANTING I 0 0-,#-% STREET TREES TO 5E MATCHE FOR HEIC";sHT, SIZE AND fO*'RM I . : � . LoANDS0VE DATA _­­­_____ PARKING LOT f*LANTING CALCULATION � ­�_­_____ __­____ ---------- ,o-/&^ PARKING LOT OF-'LANTING PROPOSED .31-125113 %4511F I 00- 0-% (AREAS CALLED OUT ON SITt= PLAN) " ,0%,- PARKING L.0.01T PLANTING PMQUIRMLD 2456 t4_11 *-,.o (22 ,w'5*"r- PER STALL - 22 A 113 STALLS) 101's . C) 2005TRIAD ASSOCIATE I " �� , I " I I I I "I , 0 � 'go " ­ 1, � 11 1.i� 1, I I , I ^ I .1 ERTIFlu'ATE P. 5/2-311 1 1 1 STAMP NOT VAM KEYNOTE LEGEND, I TOP OF FEATUR11 ELEV. 2 1 - 91 A# JOIST BEARING ELEV. 17'4' A. FINISH FLOOR ELEV. 01-o" TOP OF METAL ELEV. 14#—Cr A BOTTOM OF M 'T�_ELEV- 10)-(f A FINISH FLOOR -'T'ELEV. 0 1 - o" NOR R wall RON, I I Aj-,JOP OF MASONR� _1�F-t-L-EV. 21-4� A.F. JOIST BEARING TEL 16'-Ef A.F FINISH FLOOR L 01-09 TOTAL CANOPY LENGTHS: 931-4� (50% OF OVERALL LENGTH OF BUILDING 98t-cr) Zf"30UTH"' ELEVATION SCALE: 1/8" l-U' TOTAL CANOPY LENGTHS: 110'-Er (50% OF OVERALL LENGTH OF BUILDING 981-0") W ES"" T E L E V A T 10' SCALE., 1 /8 ps = 1 $ — �yf z lz ilzl; ni It �lt 201-6)) + SIGNAGE ELEVATION BY LSI GRAPHIC SOLUTIONS PLUS. INDIVIDUALLY LIT NEON LETTERS WITH WHITE PLEXIGLASS FACE AND PREFINISHED BLACK ALUMINUM RETURNS, IN SCALE: 1 /�' = 1,—Cr 0 6' 1' 2' 40 l,',,F MASONRY 24'-0" A.F.F. �f MASONRY 21'-4� A.F. BEARING FA 1-80 F. *0H FLOOR 1. 014 ) DESCRIPTION 24� DIAMETER CONCRETE PIER (BY GENERAL TRADES CONTRACTOR); COLOR TO MATCH PT-103 MASONRY CONTROL JOINT - SEE DETAIL l/A5.1 DIAMETER CONCRETE -FILLED STEEL PIPE BOLLARD; SEE DETAIL 4/C2.1-, PAINTED COLOR: PT-104 DIAMETER CONCRETE -FILLED STEEL PIPE BOLLARD, SEE DETAIL 5/C2.1; PAINTED COLOR: PT-104 ----------- ------------- - ----------- --------- - -- PREFINISHED �' SQUARE METAL DOWNSPOUT (FURNISHED AND INSTALLED BY CANOPY MANUFACTURER) FROM "CARPORT CANOPY' ROOF (COLOR TO MATCH ATAS-BONE WHITE) CONNECT TO UNDERGROUND STORM L SEWER (SEE PLUMBING DRAWINGS) OUTLINE OF ROOF BEYOND --- ------- METAL CAP FLASHING TO MATCH PT-1 02 STUCCO FINISH COLOR TO MATCH PT-102 _j 'HOLLOW METAL DOOR AND FRAME- PAINTED COLOR: PT-103 OVERHEAD SECTIONAL DOOR - FACTORY FINISH WHITE 'EXTERIOR SIGNAGE - REFER TO SPECIFICATIONS AND APPENDIX 'A' PREFINISHED METAL "DRIVE -THROUGH CANOPY' FURNISHED AND INSTALLED BY CANOPY MANUFACTURER; COLOR TO MATCH PT-101 (EXCEPT WFERE NOTED ON EXTERIOR ELEVATIONS). NOTE: NO ROOF MEMBRANE OCCURS ATm �CANOPY ROOF. 7 SHED METAL "CARPORT CANOPY" PROVIDED BY GENERAL CONTRACTOR; COLOR TO MATCH PT-101 STEEL COLUMN SUPPORT FOR METAL "CARPORT CANOPY" (FURNISHED AND INSTALLED BY CANOPY MANUFACTURER); GENERAL TRADES CONTRACTOR SHALL FIELD PAINT ALL EXPOSED SURFACES - COLOR To MATCH PT-101 STEEL COLUMN SUPPORT FOR METAL "DRIVE -THROUGH CANOPY" (FURNISHED AND INSTALLED BY CANOPY MANUFACTURER); GENERAL CONTRACTOR SHALL FIELD PAINT ALL EXPOSED SURFACES COLOR TO MATCH �P`T-101 EXPOSED STRUCTURAL STEEL COLUMN OF "DRIVE -THROUGH CANOPY" (FURNISHED AND INSTALLED BY CANOPY MANUFACTURER)- GENERAL TRADES CONTRACTOR SHALL PAINT ALL EXPOSED SURFACES - COLOR TO MATCH PT-101 1 BOTTOM BAND OF "DRIVE -THROUGH CANOPY"; COLOR TO MATCH PT-102 . . . ... ..... . ....... IR EALS IN PREFINISHED ---- - -------- ---------- PREFINISHED LOUVER FOR DETAILS AND TO COORDINATE SIZE, REFER TO MECHANICAL DRAWINGS; COLOR TO MATCH PT-103. BOTTOM @ l-4 A.F.F. GAS METER; REFER TO PLUMBING DRAWINGS (COORDINATE LOCATION W/ GAS COMPANY) OlUWATER SEPARATOR VENT LINES ATTACHED TO BUILDING AND PAINTED TO MATCH WALL FINISHES; SEE !PLUMBING DRAWINGS EXTERIOR WALL -MOUNTED LIGHT FIXTURE. REFER TO EXTERIOR ELEVATIONS, CEILING PLANS AND ELECTRICAL DRAWINGS FOR LOCATIONS AND FIXTURE TYPE, op%& M A EXTEKIUK ATER"'I AALE"')' &0` FlNlo*`H z5C%stial"ll, ID# DESCRIPTION MANUFACTURER MODEUCOLOR CONTACT NOTE: 8" HIGH UNIT SMOOTH FACE ....... ....... ­­ ­­ ........ ... .... SEE SPECS MANUF. STANDARD SEE ELEVATIONS CMU-1 1A Er HIGH UNIT SPLIT FACE ... ............ 18 8" HIGH UNIT SMOOTH FACE CENTER SCORED SHERWIN WILLIAMS 'ICE SHERWIN WILLIAMS PT-101 PAINT OR APPROVED EQUAL SW-6252 CUBE' JOHN BROWN 446.461.3310 SEE ELEVATIONS PT- 102 PAINT SHERWIN WILLIAMS OR APPROVED EQUAL SW-6254 'LAZY GRAY' SHERWIN WILLIAMS JOHN BROWN 449,461.3310 ACCENT COLOR; SEE ELEVATIONS PT- 103 PAINT SHERWIN WILLIAMS OR APPROVED EQUAL SW-6255 'MORNING FOG' SHERWIN WILLIAM§, JOHN BROWN 44d.461 .3310 ACCENT COLOR; SEE ELEVATIONS PT- 104 PAINT SHERWIN WILLIAMS OR APPROVED EQUAL Sff`ETY YELLOW SHERWIN WILLIAMS I JOHN BROWN 449.461.3310 BOLLARDS SF-1 ALUMINUM STOREFRONT SYSTEM KAWNEER CLEAR ANODIZED ALUMINUM T­ INSULATED GLASS; SEE SPECS MT- 1 PREFINISHED METAL COPING ATAS DOVE GREY PREFINISHED METAL THROUGH WALL ATAS BONE WHITE SCUPPER W1 CONDUCTOR HEAD AND DOWNSPOUT z to X10 cu E2 8 49- Cc f % co csj 5�;l 0 uj 0 cc < co C> co RE tA FLUOR PLAN (TOTAL BUILDING S.F.: 15,373 S.F,) KEYNOTE i� DESCRIPTION WATER COOLER- O.F.C.19 SEE PLUMBING DRAWINGS OUTLINE OF METAL "DRIVE -THROUGH CANOP\( ABOVE i OUTLINE OF METAL "CARPORT CANOP'( ABOVE STEEL COLUMN SUPPORT FOR METAL "CARPORT CANOP\r (FURNISHED AND INSTALLED BY CANOPY MANUFACTUR ER)- GENERAL TRADES CONTRACTOR SHALL FIELD PAINT ALL EXPOSED SURFACES COLOR TO MATCH PT-101 CONCRETE FOOTINGS PROVIDED BY GENERAL TRADES CONTRACTOR. 1PREFINISHED METAL COLUMN COVER (FURNISHED AND INSTALLED BY CANOPY MANUFACTURER); COLOR TO MATCH PT-102 FLOOR DRAIN REFER TO PLUMBING DRAWINGS --- - ------- PREFINISHED LOUVER - FOR DETAILS AND TO COORDINATE SIZE, REFER TO MECHANICAL DRAWINGS; COLOR TO MATCH Pl - 1 06-t ffurtum 11 -4� A.F.F. TRENCH DRAIN - REFER TO PLUMBING DRAWINGS. EYEWASH STATION; O.F.C.I. (NO PLUMBING REQUIRED) f 569 1, HAND SINK; SEE PLUMBING DRAWINGS GAS METER- REFER TO PLUMBING DRAWINGS (COORDINATE LOCATION W/ GAS COMPANY) OlUWATER SEPARATOR AND ASSOCIATED PIPING (BELOW GRADE)- SEE PLUMBING AND CIVIL DRAWINGS OIUWATER SEPARATOR VENT LINES ATTACHED TO BUILDING AND PAINTED TO MATCH WALL FINISHES. SEE PLUMBIAG G"INGS ELECTRICAL TRANSFORMER ON CONCRETE PAD - REFER TO ELECTRICAL AND CIVIL DRAWINGS. ��Mj 81 1. REFERENCE FINISH FLOOR ELEVATION OF 0'-0" IS SET AT ACTUAL ELEVATION OF XXX.X' 2. REFER TO A1.2 FOR ROOM FINISH SCHEDULE. 3. REFER TO A1.3 FOR OPENING SCHEDULE AND STOREFRONT OPENING /FRAME TYPES. 4. REFER TO A9.1 FOR REFLECTED CEILING PLAN. 5. REFER TO A9.2 FOR FLOOR FINISH PLAN. REFE,,,R TO A8. I FOR IINTERtOR WALL PARTITION 7RES, 7. BUILDING SHALL BE FULLY PROTECTED WITH AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA 13. PROVIDE FIRE EXTINGUISHERS PER JURISDICTION REQUIREMENTS. REFER TO BUILDING CODE DATA FOR FURTHER INFORMATION. 8. COORDINATE ALL METER LOCATIONS WITH CIVIL, PLUMB. AND ELEC, DWGS. 1� 0 A No Mm 0303 - - - - - - - - - - - - - - - -4 - --- — — — — — — — — — — — 1 47-6 L C)A N > oR 0 CL I m LL 6 Lij z (0 < (115 c= 0 cf) llrlo "'Wil MWARko *,"'L TOP OF FEATUR� ELEV. 22—T A.' JOIST BEARING ELEV. 17s-4 FINIS[l FLOOR ELEV. 011—y 0 1' 2' 4' 8 All= 'Af�_TOP OF METAL 14�#-O" AS ,Ak BOTTOM OF METil' l6p—O" A.1' FINISH FLOOR ELEV. 0'-0" TOP OF ELEV. 2 JOIST ELEV. 1 _1 Nwl \ I I I L.I.L. v r-1 1 vwl -4 3*1 SCALE: 1/8" l'—V' TOTAL CANOPY LENGTHS: 93040 (50% OF OVERALL LENGTH OF BUILDING 980_0") r"'OUTH ELEVATIf""N SCALE: 1 /8" = 1 '-U' TOTAL CANOPY LENGTHS: 11 0'—Er (50% OF OVERALL LENGTH OF BUILDING 98 )—of$) JON 601 FINISH Fl ELEV. 0 — CANOPY: 66'-0" IN LENGTh ii!M it t3�1 ttititi tt i� il i nt 1 i��t it wl f it; t t:i;�ttt iit ii iilti i:Wtt tt� t 5t glit! 20Y-611 SIGNAGE ELEVATION BY LSI GRAPHIC SOLUTIONS PLUS. INDIVIDUALLY LIT NEON LETTERS WITH WHITE PLEXIGLASS FACE AND PREFINISHED BLACK ALUMINUM RETURNS. B"' U I L"U"k I N"u" bOol G" N' + 1—cr SCALE. 1 le = 1 �f MASONRY 24'-0" "F"F. �f MASONRY 21 A. F.F. BEARING F 16— 8" A. F. 11 17 —'H FLOOR t. 0 0 Er 1' 2' 4f DESCRIPTION 24" DIAMETER CONCRETE PIER (BY GENERAL TRADES CONTRACTOR); COLOR TO MATCH PT— 103 MASONRY CONTROL JOINT SEE DETAIL 1 /A5.1 — - ----------- DIAMETER CONCRETE —FILLED STEEL PIPE BOLLARD; SEE DETAIL 4/C2.1,- PAINTED COLOR: PT— 104 M.VAAAAAAAAAAI 11 'AM 0710 PREFINISHED SQUARE METAL DOWNSPOUT (FURNISHED AND INSTALLED BY CANOPY MANUFACTURER) FROM "CARPORT CANOPY" ROOF (COLOR TO MATCH ATAS—BONE WHITE) CONNECT TO UNDERGROUND STORM SEWER (SEE PLUMBING DRAWINGS) �IOUTLINE OF ROOF BEYOND METAL CAP FLASHING TO MATCH PT— 102 STUCCO FINISH ; COLOR TO MATCH PT-102 HOLLOW METAL DOOR AND FRAME; PAINTED — COLOR: PT-103 OVERHEAD SECTIONAL DOOR — FACTORY FINISH WHITE EXTERIOR SIGNAGE — REFER TO SPECIFICATIONS AND APPENDIX 'A' 'PREFINISHED METAL "DRfVE—THROUGH CMOPY' FURNISHED AND INSTALLED BY CANOPY MANUFACTURER; COLOR TO MATCH PT-101 (EXCEPT WFERE NOTED ON EXTERIOR ELEVATIONS). NOTE.- NO ROOF MEMBRANE OCCURS AT CANOPY ROOF. PREFINISHED METAL "CARPORT CANOPY" PROVIDED BY GENERAL CONTRACTOR; COLOR TO MATCH PT— 10 1 STEEL COLUMN SUPPORT FOR METAL "CARPORT CANOPY" (FURNISHED AND INSTALLED BY CANOPY MANUFACTURER); GENERAL TRADES CONTRACTOR SHALL FIELD PAINT ALL EXPOSED SURFACES — COLOR T MATCH PT-101 STEEL COLUMN SUPPORT FOR METAL "DRIVE —THROUGH CANOPY" (FURNISHED AND INSTALLED BY CANOPY MANUFACTURER); GENERAL CONTRACTOR SHALL FIELD PAINT ALL EXPOSED SURFACES COLOR TO MATCH PT-101 'PREFINISHED METAL COLUMN COVER (FURNISHED AND INSTALLED BY CANOPY MANUFACTURER); COLOR TO MATCH PT—_1_02____ iEXPOSED STRUCTURAL STEEL COLUMN OF "DRIVE —THROUGH CANOPY" (FURNISHED AND INSTALLED 8 CANOPY MANUFACTURER)- GENERAL TRADES CONTRACTOR SHALL PAINT ALL EXPOSED SURFACES COLOR TO MATCH PT-101 BOTTOM BAND OF "DRIVE —THROUGH CANOPY"; COLOR 0 MATCH PT-102 PREFINISHED LOUVER FOR DETAILS AND TO COORDINATE SIZE, REFER TO MECHANICAL DRAWINGS; COLOR TO MATCH PT-103. BOTTOM @ l-4 A.F.F. GAS METER; REFER TO PLUMBING DRAWINGS (COORDINATE LOCATION W/ GAS COMPANY) OIL/WATER SEPARATOR VENT LINES ATTACHED TO BUILDING AND PAINTED TO MATCH WALL FINISHES; SEE PLUMBING DRAWINGS A J M&L EXTERIOR MATtKIALS & FINISH z:R,.sH`DULE ID# DESCRIPTION MANUFACTURER MODEUCOLOR CONTACT NOTE: .-UNIT, SEE SPECS MANUF. STANDARD SEE ELEVATIONS CMU-1 1A HIGH UNIT SPLIT FACE 18 8" HIGH UNIT SMOOTH FACE CENTER SCORED PT-101 PAINT SHERWIN WILLIAMS OR APPROVED EQUAL SW-6252 'ICE CUBE' SHERWIN WILLIAM�. JOHN BROWN 440.461.3310 SEE ELEVATIONS PT— 102 PAINT SHERWIN WILLIAMS OR APPROVED EQUAL SW-6254 'LAZY GRAY' SHERWIN WILLIAM.'. JOHN BROWN 440.461.3310 ACCENT COLOR; SEE ELEVATIONS PT— 103 PAJNT SHERWIN WILLIAMS OR APPROVED EQUAL SW-6255 'MORNING FOG' SHERWIN WILLIAM.' JOHN BROWN 44(.461,3310 ACCENT COLOR; SEE ELEVATIONS PT— 104 PAINT SHERWIN WILLIAMS OR APPROVED EQUAL SAFETY YELLOW SHERWIN WILLIAM'_E JOHN BROWN 440.461.3310 BOLLARDS SF-1 ALUMINUM STOREFRONT SYSTEM KAWNEER CLEAR ANODIZED ALUMINUM INSULATED GLASS; SEE SPECS MT-1 PREFINISHED METAL COPING ATAS DOVE GREY PREFINISHED METAL THROUGH WALL ATAS BONE WHITE SCUPPER W/ CONDUCTOR HEAD AND DOWNSPOUT mr_r._MZ�_ 119, 9 4 Lo 1:9 @ :1 121 cn j cn A J ";t co All LIS it I uj 0 LLJ c) z cl) 0 m < cl) ARCH. PROJECT #-6256.15 SHEET .0� Lf--) ) Q:jj 0