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05-103031CITY OF -. Federal Way DATE: June 2, 2006 TO: Sean Wells, Senior Engineering Plans reviewer Jim Jaeger, (Hand Delivered) FROM: i Harris SUBJECT: NSTONE - (05-103031-00-£N) *NO SITE ADDRESS* MEMORANDUM Community Development Services Department Attached are the Planning Division technical review comments of the EN plans for Wynstone. 1. Revise the landscape plan to add trees in the landscape tract between the (north) pond and cul-de- sac bulb. These trees should be spaced at a maximum of approximately 20 feet on center to provide a Type III landscape buffer. 2. Revise the landscape plan to add trees in the landscape tract"H" between the street and stormwater tract. These trees should be spaced at a maximum of approximately 20 feet on center to provide a Type III landscape buffer. 3. The proposed 54 significant tree replacement trees do not meet the minimum size requirements of FWCC. The 54 replacement trees must be a minimum of 10 feet tall for evergreen trees or minimum 3 inch caliper deciduous trees per FWCC Section 22-1568(c)(5)(b). 4. Address the bus pad landing requirement contained in preliminary plat condition #4. Provide the City with written approval of the plan from Metro. 5. The eight foot tall wall around the storm drainage pond must meet the design requirements of preliminary plat condition #6. Please provide details of the wall design and submit elevations of the wall that incorporate design concepts discussed in condition # 6. 6. Provide a landscape restoration plan for the cut slopes along loth Avenue SW and for within the graded area of Saghalie Park adjacent to 10" Avenue. Specifically, address the large cut along the northern portion of loth SW and provide a plan for permanent landscaping. The landscaping must include trees, shrubs and groundcover. PARC's staff is preparing some planting restoration criteria and I anticipate forwarding you this criteria during the week of June 5, 2006. 7. Provide a plan that clearly identifies the clearing limits, and provides adequate measures to protect trees that will be retained on -site. See attached memo dated October 14, 2005 from Will Appleton, Public Works development Services Manager. CITY Of - Federal Way DATE: June 14, 2006 TO: Mike Kerschner, Aspen Properties CC: Sean Wells, Senior Engineering Plans Reviewer Jim Jaeger Betty Sanders, PARC's Planner FROM:im Harris, Senior Planner SUBJECT. WYNSTONE - (05-103031-00-EN) *NO SITE ADDRESS* MEMORANDUM Community Development Services Department Mike: This memo responds to your comment below in regard to item number 6 on my June 2, 2006, review memo for the EN plans for Wynstone: 6112J06 Ouestion from Mike Kerschner: Would you please issue a clarification regarding comment number #6. It appears that the December 29, 2004 Hearing Examiner's report and decision (findings, #13) clearly differentiates planting requirements between the "east" and "west" sides of 10`h, stipulating only "erosion control of grading areas" at the west side adjoining property. Please clarify if the new PARC suggestions are to be additions to the HE requirements, or if you intend them to be included within the new 10`h Avenue full street improvement proposal which will be submitted by us to the City per William Appleton's recent request. Comment No. 6 from Jim Harris Review memo dated June 2, 2006: 6. Provide a landscape restoration plan for the cut slopes along 10`h Avenue SW and for within the graded area of Saghalie Park adjacent to 10`h Avenue. Specifically, address the large cut along the northern portion of 10`h SW and provide a plan for permanent landscaping. The landscaping must include trees, shrubs and groundcover. PARC's staff is preparing some planting restoration criteria and I anticipate forwarding you this criteria during the week of June 5, 2006 City Staff Response 6/13106: Finding no. 13 of the December 28, 2004, Hearing Examiner recommendation to the City Council references "erosion control of graded areas" along the west side of 10/120 Avenue SW. In addition, condition 2(D) of the preliminary plat approval contains a condition more general in nature in regard to landscape requirements as follows: "Restoration and landscaping of slopes resulting from clearing, grading, and roadway construction". At the time of preliminary plat review (and still to this date) a tree inventory and tree removal plan has not been provided that identifies the trees proposed for removal on the Saghalie Park parcel in order to construct 10'"/12`h Avenue SW. The PARCS Department has requested planting of trees, shrubs, and groundcover on the portions of Saghalie Park that will be impacted by construction of 10th/12th Avenue SW. Planting of the trees, shrubs, and groundcover will retain the park's compliance with the Federal Way City Code required perimeter landscaping requirement. Failure to implement/plant Type III (tree, shrub, and groundcover) planting in this area that will be graded for roadway construction may result in creation of a non -conforming perimeter landscape area for Saghalie Park, and is not permitted by City Code. Therefore, provide a landscape plan implementing the equivalent of ten feet of Type III landscaping on the exposed (cut slope) area of Saghalie Park that will be impacted by construction of the Wynstone Plat. I will forward the PARC Department's planting criteria to you upon receipt. The Public Works Department has requested that portion of the 2:1 cut slope for 10`h/l2th Avenue SW contained on lot 45 to be planted and stabilized with a continuation of Type III landscaping along the cut slope of lot 45, for a permanent erosion control and stabilization of the site. The Type III planting shall be provided throughout the 2:1 cut. In addition, pursuant to FWCC Section 22-1566(c)(1), when lot 45 is developed, a minimum of 20-foot-wide Type III landscaping will be required to be implemented along the 10`h/12'n Avenue frontage of lot 45. Implementation of the trees, shrubs, and groundcover for a minimum width of 20 feet on lot 45 will implement landscaping required for development of lot 45, in advance of development of the parcel. The PARC Department's planting criteria is enclosed. 05-103031 Doc I.D. 36762 a M M 0 0 N to 00 SIGNAL PHASING DIAGRAM PEDESTRIAN MOVEMENT SIGNAL FACE SCHEDULE R 0 12" R 12,, R O 12" Y 0 0 Y o 12 Y O 12 G PEDESTRIAN o HEAD N0. " 64, 65, G o 12" G 12 Y O 12" EX. 23, 24, HEAD NO. HEAD NO. 43, 44, 84, 63, 81, 82, 83 11, 51, 52 G O 12" 85 EX. 21, 22, 25, 41, 42, 62 HEAD N0. NOTES: 45 1. ALL VEHICLE SIGNAL HEADS SHALL HAVE BACKPLATES AND TUNNEL VISORS. 2. ALL VEHICLE SIGNAL HEADS ON MAST ARMS SHALL USE TYPE M MOUNTING, EXCEPT HEAD 63 SHALL USE TYPE N MOUNTING. 3. ALL VEHICLE SIGNAL HEADS ON POLES SHALL USE TYPE K MOUNTING, EXCEPT HEADS 52 AND .83 SHALL USE TYPE H MOUNTING WITH A 45° POLE ATTACHMENT POINT ANGLE. 4. ALL PEDESTRIAN SIGNAL HEADS SHALL USE TYPE E MOUNTING. 5. ALL SIGNAL HEADS SHALL BE LIGHT EMITTING DIODES (LED). —No PROTECTED VEHICLE MOVEMENT PERMISSIVE VEHICLE MOVEMENT OLA OVERLAP A (04, 01 SB RIGHT TURN) PREEMPTION SCHEDULE CHANNEL PHASE(S) A 2+5 B 4 C 1+6 D - 8 SW CAMPUS DRIVE 12+00 11 +00 6A5 6A4 �B5 , � �664) TRAFFIC -SIGNAL --WIRING---SCHEQU Run Raceway/ Conduit Preempt Veh/Ped Veh Ilurrination -Pe--Power 2CS 3C(SH) 8C 5C 5C #8 #8 1 2" 1 2 2" 3 3 MASTARM* 1* 2"* 1* 1* 1* 4 2,1* 1 * 1 2)1* 1* 1* 1* 5 2„* 3 1* 1 6 MASTARM* 1* 7 MASTARM* 1* 1* 8 MASTARM* 2* 2"* 1* 1* 1* 9 2 71* 1 3 1 3"* 6* 2* 1 * 1 *, 4 2* 10 2 "* 3 1 1* 2 11 MASTARM* 1 12 MASTARM* 13 1.5"* 2* 3 14 1.5"* 4*, 2 15 MASTARM 1 16 MASTARM 1 1 17 MASTARM 1 2 2" 1 2 3 18 2" (SPARE) 2"* 4* 2* 19 2"* 2 1 2 3 3"* 4*, 2 3*, 1 1* 1 *, 2 2* 3"* 10* 1* 1* 2* 1* 20 2"* 3 1 4 2 1.5"* 2* 21 1.5" 1* 1 22 1.5 ' 1 *EXISTING u I 0 0 + 1 AA 81W8 ;2322 _ ---- I 3: 19' EV-A1 21 51 PC 1 +07.0`- i t 11 —� M I 5 6B2 43 6B 4 42 j 41 D 0 D EXIST. SIDEWALK ' 10 65 - - g o 7 -- 24 LEGEND EXISTING EXISTING TO BE REMOVED TO REMAIN NEW * EXISTING NEW* - - ► --► VEHICLE SIGNAL HEAD o - Z 171 PEDESTRIAN SIGNAL HEAD REVISIONS: 0- LIGHTING AND MAST ARM STANDARD WATER VALVE El GAS VALVE (� M rn `` r _ 0---aLIGHT STANDARD J HYDRANT Z W o J O CATCH BASIN " Z) o o T �y ® TYPE 1 SIGNAL POLE - �- --+ - 20 0 MANHOLE 20 40 W 0O °' N N 00 �y ® TYPE 1 JUNCTION BOX, J-11a TIMBER UTILITY POLE Q Q 00 N � � scale feet A 0 TYPE 2 JUNCTION BOX, J-1 1 a INDUCTION LOOP V z z J z z TYPE 3 JUNCTION BOX, J-1 1 a o VEHICLE DETECTOR 0 N g -- LJ - -� PREEMPTION DETECTOR (EVPE) CONSTRUCTION NOTE C_ Z W - - - - - - COND UIT 1 WIRE NOTE Q o Y CONTROLLER CABINET O1 SIGNAL STANDARD NO. AND NOTE SERVICE CABINET -A3 �w 0,3 7-A P1r�7�n, VZrA1�0 0f? D / cQO 010 VA (5 a0o�v n z z co fn 2p �O z w � A Z G 0w� zA � SW CAMPUS DR Z m 6, F / z z— S FATION 10+00 = _ — D ° /" / Q Q cD 10TH AVE SW STATION 1+00- �,�2BB3/aw / ' co > —yv 84 20 2B3i 12A421 01 15 -- 19 _ ,, / 15 18 31 ----__ - 9+00 17 -- 1162 8 --- D - 22 C) - tVWP--- _ \ � 1/ INSTALL THERMOPLASTIC CROSSWALK LINES PER PER CITY OF FEDERAL _ ----`` - - - - - �8 WAY STANDARD DETAIL DRAWING NO 3-20. 9 _ CONSTRUCTION NOTES 12 INSTALL 18" STOP LINE PER CITY OF FEDERAL WAY STANDARD DETAIL - DRAWING NO. 3-20. INSTALL SIGNAL HEAD ON EXISTING SIGNAL STANDARD MAST ARM. Q 3 REMOVE EXISTING STREET NAME SIGN AND REPLACE WITH D3-302 13 EXTEND EXISTING 18" STOP LINE PER CITY OF FEDERAL WAY >� STREET NAME SIGN. O STANDARD DETAIL WIN - U L DRAWING N0. 3 20. <C ° 2 REMOVE EXISTING VEHICLE SIGNAL HEADS AND INSTALL NEW VEHICLE SIGNAL HEADS AND 30"X36" R3-5R SIGN ON EXISTING SIGNAL 14 OVERLAY EXISTING TYPE 2L PAVEMENT ARROW WITH TYPE 3L o PAVEMENT ARROW PER CITY OF FEDERAL WAY STANDARD DETAIL o °.1 STANDARD MAST ARM. INSTALL VEHICLE SIGNAL HEADS, PREEMPTION DRAWING NO. 3-21. DETECTOR, PEDESTRIAN SIGNAL HEAD AND PUSH BUTTON ASSEMBLY ON 1. DI EXISTING POLE. 15 INSTALL TYPE 2L PAVEMENT ARROW PER CITY OF FEDERAL WAY REMOVE EXISTING 5-SECTION VEHICLE SIGNAL HEAD, R10-12 SIGN STANDARD DETAIL DRAWING N0. 3-21. AN °I D STREET NAME SIGN. INSTALL NEW VEHICLE SIGNAL HEADS AND 16 INSTALL 4 WHITE EDGE LINE PER CITY OF FEDERAL WAY STANDARD C/� 171 , `` _ _ ---- D3-302 STREET NAME SIGN ON EXISTING SIGNAL STANDARD MAST DETAIL DRAWING N0. 3-17. LL1 `n Ln Ln al 1 ARM. INSTALL PEDESTRIAN SIGNAL HEAD AND PUSH BUTTON "� N ASSEMBLY ON EXISTING POLE. 17 INSTALL DOUBLE YELLOW CENTER LINE PER CITY OF FEDERAL WAY v j N STANDARD DETAIL DRAWING NO. 3-17. Q N CONSTRUCT FOUNDATION AT 1 OTH AVE SW STA 0+37 28.5' LT. CL� INSTALL TYPE III SIGNAL STANDARD, VEHICLE SIGNAL HEADS, 1 g INSTALL LANE LINE PER CITY OF FEDERAL WAY STANDARD DETAIL � � o 1: o ,/ w DL \ ( PREEMPTION DETECTOR, 30 X36 R10-12 LEFT TURN YIELD ON DRAWING NO. 3-18. o o m n GREEN BALL SIGN, D3-101 SW CAMPUS DR SIGN, TERMINAL > QLL- Cr \ _ CABINET AND 250W HPS M-C-III LUMINAIRE WITH PHOTOCELL AT 35' 1 g INSTALL WIDE LINE PER CITY OF FEDERAL WAY STANDARD DETAIL o v N `, \ MOUNTING HEIGHT ON 8' MAST ARM. DRAWING NO. 3-18. � � o o \ RESUBMITTED w s INSTALL 6' TYPE 3 INDUCTION LOOP VEHICLE DETECTOR PER WSDOT 20 REMOVE EXISTING LANE LINE. AUG 2 2 2006 "1 Q `\A°\ STANDARD PLAN J-8c. REMOVE EXISTING DOUBLE YELLOW CENTER LINE. CITY OF FEDERAL WAY \ 6 INSTALL 6' TYPE 3A INDUCTION LOOP VEHICLE DETECTOR PER WSDOT BUILDING DEPT, o \ O 22 INSTALL CONDUIT INTO EXISTING JUNCTION BOX. PULL EXISTING D\ \ STANDARD PLAN J-8c AND CITY OF FEDERAL WAY DRAWING NO. 3-44. O 3C(SH) BACK INTO JUNCTION BOX, THEN REROUTE THROUGH NEW DATE: 08 15 06 5 \\ \> \ 7 EXISTING LIGHT STANDARD, LUMINAIRE, CONDUIT AND WIRING TO BE CONDUIT TO RELOCATED PREEMPTION DETECTION ON NEW LIGHT REMOVED BY PSE. STANDARD. scA� �Z o� PERMIT NO. 05-103031 -OOEN A4 �\ LIGHT STANDARD AND LUMINAIRE TO BE INSTALLED BY ADJACENT o DEVELOPMENT AT STA 8+21. \\ 9 RELOCATE EXISTING PREEMPTION DETECTOR TO NEW LIGHT STANDARD \ TO BE INSTALLED BY ADJACENT DEVELOPMENT AT STA 7+02. APPROVED RELOCATE EXISTING JUNCTION BOX TO BEHIND NEW CURB. ADJUST OR EXTEND EXISTING CONDUIT AND WIRING AS NECESSARY. I DATE E REVISIONS: 314" CHAMFER, NO CHAMFER IN PAVED AREAS ANCHOR RODS AND PLATES PER MANUFACTURERS RECOMMENDATIONS (4 EA) 2"NOM. GROUT PAD WITH 112" DRAIN HOLE FLUSH IN PAVED AREAS D 4.��''%�''%�''%�''%�''%�''%'� L 1" MIN.-2" MAX. J D �� / � . � m CLASS "3000" CONCRETE J NO.4 RD OR SQ. HOOPS AS REQ'D - 0" CENTERS AT 1' _w _ co2-112" CLR. J Q D ° 8 NO.7 BARS EQUALLY SPACED WIDTH OR DIAMETER PER POLE SCHEDULE TABLE DETAIL FOUNDATION NO SCALE GENERAL NOTES TYPE PPB PPB POST 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE SPECIAL PROVISIONS, THESE PLANS, THE CITY OF FEDERAL WAY DEVELOPMENT STANDARDS, THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION AND THE WSDOT STANDARD PLANS. 2. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY. FOR UTILITY LOCATION CALL "1-800-424-5555. 3. INSTALL ALL TRAFFIC SIGNAL MATERIALS SHOWN ON THE PLANS, EXCEPT AS NOTED. ALL MATERIALS SHALL BE NEW AND OF THE BEST AVAILABLE GRADE OR QUALITY, EXCEPT AS NOTED. 4. ALL WORK SHALL BE CONSISTENT WITH AFFECTED UTILITY AGENCv REQUIREMENTS. THE CONTRACTOR SHALL CONTACT ALL PERTINENT UTILITY AGENCIES 18 HOURS BEFORE COMMENCING WORK, AND SHALL COORDINATE THE WORK WITH UTLITIES THROUGHOUT THE PROJECT. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND THE CITY IMMEDIATELY UPON DAMAGE. 6. THE CONTRACTOR SHALL NOTIFY THE CITY OF FEDERAL WAY AND COORDINATE DATE AND TIME OF WORK FOR INSPECTION PURPOSES 48 HOURS BEFORE COMMENCING WORK. 7. EXISTING EQUIPMENT IS TO REMAIN OPERATIONAL DURING INSTALLATION OF NEW EQUIPMENT. CHANGE OVER TO NEW EQUIPMENT AND FOUNDATIONS SHALL TAPE PLACE BETWEEN 9 AM AND 3 PM MONDAY THROUGH FRIDAY UNDER THE DIRECT SUPERVISI01` OF THE CITY OF FEDERAL WAY CONSTRUCTION SUPERVISOR. UNIFORMED POLICE OFFICER S-IALL DIRECT TRAFFIC DURING THE CHANGE OVER. 8. SALVAGED MATERIALS SHALL REMAIN PROPERTY OF CITY OF FEDERAL WAY AND BE DELIVERED BY CONTRACTOR TO CITY SHOP LOCATED AT ------------------------------- FEDERAL WAY, WA. 9. SIGNAL HEAD NUMBERING AND WIRING NUMBERS SHALL BE CHANGED WHERE NECESSARY TO MATCH THESE PLANS. POLE SCHEDULE son TYPE PS PED. HEAD STANDARD TYPICAL E1 SIGNAL ARM ATTACHMENT POINT -\ POLE ORIENTA' ANGLE (POA) DEGREES CLO( FROM OFFSET 0° POINT a G 9 >- [2] TYPE 1 VEHICLE HEAD STANDARD DEGREES CLOCKWISE TO TYPICAL ATTACHMENT POINT FPC)KA n* �0�o� y � PLAN VIEW DETAIL POLE ORIENTATION AND ATTACHMENT POINTS NO SCALE ALL HANDHOLES AT 1800 ALL DIMENSIONS AND ORIENTATIONS SHALL BE FIELD CHECKED BY THE ENGINEER PRIOR TO INSTALLATION. B1 85 B2 83 811 a b a B4 � F2] f � ED POLE C DI D 86 B 7 �� I � B9 810 o b b b lE or 2 b CONTRACTOR TO CONFIRM ELEVATIONS G VERTICAL CLEARANCE FOLLOWING INSTALLATION, AND , G MINIMUM 16'-6" PROVIDE APPROPRIATE MOUNTING 1 g 9 MAXIMUM 19'-0" (L OR M) AS NECESSARY TO ACHIEVE CRITERIA. H I H i�- 2]' i I � O N i I i 1 O I LIMITS OF VERTICAL CLEARANCE REQUIREMENTS I I co ROADWAY TYPE II MAST ARM SIGNAL STANDARD LEGEND a VEHICLE SIGNAL HEAD b SIGN c STREET NAME SIGN SEE APPENDIX IN SPECIAL PROVISIONS d PRE-EMPT DETECTOR AND LIGHT f LUMINAIRE 9 PEDESTRIAN SIGNAL HEAD h TERMINAL CABINET 1 PEDESTRIAN PUSH BUTTON ASSEMBLY, AND SIGNS HANDHOLE TYPE 111 COMBINATION LIGHTING AND MAST ARM SIGNAL STANDARD NOTES: 2'- D ' I MIN l CURB OR EDGE TYPE SD OF SHOULDER SPECIAL DESIGN Q F-1 I MOUNTING COUPLINGS INSTALLED BY FABRICATOR AT OFFSET DISTANCE INDICATED IN POLE SCHEDULE TABLE. FIELD INSTALLED. PERMIT NO. 05-103031-OOEN APPROVED DATE VoC'j r- �-- w Z c0 0 0 - �4 M o -- C6I o r- 0 W 00 00 Sri m cq 0zz N_ g co Q Z Y o N z Q 0 1- Q (D z O z W IL - W cn z z z z _ Q Q ch J z �-0.w 0 o G , _ N 0 oOf �� 0 F a X W W J W Z U U) W LLJ o � Q C� _v U W z"00 o ZN l C) c W cc n Ln RESUBMITTED a p, w o m AUG 2 2 2006 W i N Q W c) o Z a W o c STD ND 0 1* FIELD LOCATION TYPE 11 MOUNTING SIGNAL MAST ARM DATA LUMINAIRE ARM(FT) POLE ATTACHMENT POINT ANGLEDEG S ( ) F F CITBOL FOUNDATION DEPTHS(FT) NOTES HEIGHT(FT)OFFSET DIST.(FT) (Z) (POLE TO ATTACHMENT PT.) c WINDLOAD AREAS (-Q. FT) (X)(Y) (X)(Y)(Z) S TA TION 10+46.5 OFFSET(FT) 39.5 LT R T X POA 0 A 1 A2 B 1 35 B2 B3 31 * B4 B5 26* B6 19* B7 B8 B9 B 10 B 11 12* B 1 9.2 B2 B3 9.2* B4 B6 9.2* B7 B9 B 10 B 11 18 TOTAL (FT) 998 C El 0* E2 D F GI G2 H I 1 12 3'RD 4'RD 7* 2 3* 10+39.5 9+52.5 37.5 37.0 X X 90 0 11 35* 1 36 26 23* 24* 29* 12 1 16* 6 9.2* 1 9.2 7.5 9.2* 9.2* 9.2 12* 18 921 770 0* 0* 45,180 180* 90 90* 180* 1 180 135* 135* 0 0* 270* 7* 270 7* 4 0 + 37 28.5 X 0 111 18.5 35 17 20** 9 13 4 9.2 7.5** 9.2 12 437 8 0 0 135 7 6 EDERAL Vv NG DEPT. W o CL- Z Q 0 Z 0 U DATE: 8/15/06 SCALE: NONE DESIGN BY: JTH DRWN. BY: JTH/BD APP. BY: DHE JOB No. F086405 *LXIS5ONG -`l`rU l UKt by V li-1tK� SHEET (S- 2 OF 2 00 w U POLE SCHEDULE POLE # POLE ID # i STREET STATION OFFSET I CIRCUIT # i LAMP WATTAGE LAMP TYPE DISTRIB. TYPE , MOUNTING HEIGHT MAST ARM 1O 4332-1-1-1 10TH AVE. SW 3+10 33.5' LT 1 j 250 HPS M-C-III 35 16' 2 O 4332-1-1-2 10TH AVE. SW 33.5 LT 1 4+51 250 HPS M-C-III 35 � 16' 3O ® O 4332-1-1-3 4332-1-1 4 4332-1-1-5 33.5' LT 1 1 33.5 LT -' 1 33.5' LT 1 10TH AVE. SW 10TH AVE SW 10TH AVE. SW 5+93 -- 7+29 8+68 250 HPS M-C-III M-C-III M-C-III 35 35 1 35 16' 250 250 HPS HPS 16' 16' - -- - © 7 - - -- . — - - 12TH AVE. SW 12TH AVE. SW ------ -------- - 9+70 11+42 - - -------------- 33.5' RT 3 33.5' LT 2 250 250 HPS HPS - - -- M-C-III M-C-111 +-- -- 35 16' 16' --- - - 4332-1-3-6 4332-1-2-7 35 ® 9O 4332-1-2-8 4332-1-2-9 12TH PL. SW 12TH PL. SW 22+04 23+08 24.5' RT 2 24.5' RT 1 2 100 100 HPS HPS M-C-III M-C-III 30 30 12' 12' 10 4332-1-2-10 12TH PL. SW 24+11 24.5' RT 2 100 HPS M-C-III 30 12' 11 4332 1-2 11 12TH PL. SW 24+99 28.0' LT 2 100 HPS M-C III 30 J 12' 12 4332-1-2-12 12TH PL. SW 26+07 7.0' RT 2 100 HPS M-C III 30 12' 13 4332-1-3-13 SW 340TH ST 12+20 28.5' RT 3 150 HPS M-C-III 30 12' 14 4332-1-3-14 SW 340TH ST 13+47 28.5' RT 3 150 HPS M-C III 30 12' 28.5' LT 28.5' LT ---- - - 15 16 - - - 4332-1-3-15 4332-1-3-16 -- ------ SW 340TH ST SW 340TH ST -- ------ 14+97j 16+40 3 150 HPS --- -' M-C-III ---- ---- 30 - 12' 3 150 HPS M-C-III 30 i 12' 17 18 4332-1-3-17 4332-1-3 18 SW 340TH ST 13TH CT. SW 17+92 1 92 28.5' RT 24.5 LT 3 3 150 1100 HPS HPS M-C-III M-C 1II M-C III 30 30 12' 12 19 20 21 4332-1-3-19 4332-1-3-20 4332-1-1-21 13TH CT. SW 13TH CT. SW 10TH AVE. SW 3+22 4+30 1+65 24.5 RT 3 28.5' RT 3 33.5' RT 1 100 HPS 30 12 12' 100 HPS M-C-III 30 250 HPS M-C-III 35 16' 22 1 4332-1-1-22 SW CAMPUS DR 9+40 47.5' LT 1 400 HPS M-C-III 35 16' CONSTRUCTION NOTES OINSTALL 120 / 240 VAC ELECTRICAL SERVICE CABINET NO, 4332 AT APPROXIMATELY STA 12TH AVE SW 9+85, 34' RT. FIELD ADJUST LOCATION AS NECESSARY. USE CITY OF FEDERAL WAY STANDARD DETAIL DRAWING NOS. 3-41 AND 3-45. 2O INSTALL CONDUIT AND WIRING TO PSE POWER SOURCE. COORDINATE WITH PSE FOR SERVICE HOOK-UP. OINSTALL 18" STOP LINE AT STA 21+38 PER CITY OF FEDERAL WAY STANDARD DETAIL DRAWING NO. 3-20. O4 INSTALL 18" STOP LINE AT STA 11+37 PER CITY OF FEDERAL WAY STANDARD DETAIL DRAWING NO. 3-20. 5O INSTALL 18" STOP LINE AT STA 1+36 PER CITY OF FEDERAL WAY STANDARD DETAIL DRAWING NO. 3-20. OINSTALL 30" X 30" R1-1 STOP SIGN PER CITY OF FEDERAL WAY STANDARD DETAIL DRAWING NOS. 3-51, 3-52 AND 3-53. OINSTALL 30" X 30" R1-1 STOP SIGN WITH STREET NAME SIGNS PER CITY OF FEDERAL WAY STANDARD DETAIL DRAWING NOS. 3-49, 3-50, 3-51, 3-52, AND 3-53, OINSTALL RAISED CROSSWALK AND SIGNS AT STA 15+12 PER CITY OF FEDERAL WAY STANDARD DETAIL DRAWING NO. 3-27. OINSTALL POURED IN PLACE CEMENT FOUNDATION PER MANUFACTURER'S RECOMMENDATION AT 2' FROM EDGE OF TRAIL AT INSIDE OF TRAIL BEND. INSTALL 42" HIGH, VANDAL -RESISTANT LIGHTING BOLLARD WITH 240 VAC, 70 WATT HPS LAMP AND 1400 HOUSE -SIDE SHIELD. CONTRACTOR SHALL SUBMIT MANUFACTURER'S DATA FOR BOLLARD TO OWNER FOR APPROVAL. 10 INSTALL 30" X 30" W14-1 DEAD END SIGN PER CITY OF FEDERAL WAY STANDARD DETAIL DRAWING NOS. 3-51, 3-52 AND 3-53. LEGEND - -O EXISTING LIGHT STANDARD, ARM AND LUMINAIRE -—. TAPERED ROUND ALUMINUM LIGHT STANDARD, ARM AND LUMINAIRE PER CITY OF FEDERAL WAY DETAIL 3-39 ® TYPE 1 JUNCTION BOX, WSDOT STD. PLAN J-11a (ALT. 2) p TYPE 2 JUNCTION BOX, WSDOT STD. PLAN J-11 a ® ELECTRICAL SERVICE CABINET PVC CONDUIT O CONSTRUCTION NOTE SIGN 1 POLE NUMBER z WIRE NOTE I I 34 6' PVC RDDP DOMSPDUT DRAINS ml L A PORTION of the S.W. 1 /4, SECTION 19, XA/IPIKlr, (zr_Ni=ni n r= — — — — —NORTH LINE GOVERNMENT LOT 2 TA-1 2 TA-3 — — — ! TA-4� - — -j TA 5 TA -6 Ih/11z- T \ TOWNSHIP 21 N., RANGE 4 E., W.M. RUN NO. CONDUIT CONDUCTORS 1 1-2" PVC (SCHEDULE 40) 2 - 8, 1-#8 BARE 2 1-2r1 PVC (SCHEDULE 80) 2 - 8, 1-#8 BARE 3 2" PVC (SCHEDULE 40) 2 - #8, 148 BARE 4 2" PVC (SCHEDULE 40) 2 - #8, 148 BARE, 3412 PHOTOCELL 5 2" PVC (SCHEDULE 40) 2" PVC (SCHEDULE 40) 6 - #8, 148 BARE, 3412 PHOTOCELL SPARE 6 2" PVC (SCHEDULE 40) 3 - #6 POWER 7 2" PVC (SCHEDULE 80) 4 - #8, 1 - #8 BARE 8 1-2" PVC (SCHEDULE 40) PULLCORD (FUTURE 2 - #8, 1 - #8 BARE BY OTHERS) GENERAL NOTES LIGHT STANDARDS SHALL BE IN ACCORDANCE WITH CITY OF FEDERAL WAY STANDARD DETAIL DRAWING NO. 3-39, LUMINAIRE POLE. CONDUIT AND WIRING SHALL BE IN ACCORDANCE WITH CITY OF FEDERAL WAY STANDARD DETAIL DRAWING NO. 3-40, UNIFORM LUMINAIRE WIRING DETAIL. LUMINAIRES SHALL BE 240 VAC. WCE':T TO EXSTG ASPHALT PATH. YATCH CPArtiM N w 6 w UV . smw INSTALL H 1 END S"ALX AT INSTALL 9"ALK R 1+69.4. 18' LT BEGIN 25:1 ASPHALT IRCUIT #2 2 30+00 CAMPUS DR.= 1+00 10th AVE. SW e 9DENNlI (0 1 11 & MEwALK T rA AND CDNN U.'{IATCH (RAI PHAL� TAPER, E \ \ LUMINAIRE \ SSMH RIM-288.34 PERMIT NO. 05-103031 -OOEN APPROVED DATE RESUBMITTED z AUG 2 2 2006 CITY OF FEDERAL WAY BUILDING DEPT. FOUNDATION, LIGHT STANDARD, LUMINAIRE AND WIRING TO BE JST�� 2 CRINSTALLED BY ADJACENT (SOLID `m' DEVELOPMENT EAST SMWALK Q PLAT LINE BE CDNTINM BY PUT OF CAMPUS REVISIONS: 0 04 �- IL V Z M 0) m r o 1 0 w I o Ln — F— d r- r- w c)) o !- (� CC) o w � I— QQ L0u') O Nz ,^ 04 tip w w Q Y 0 z 0 Q co z 0 z w w - w (n z z z z Q Q 0 I z t-aw Ta 61 o o m w K a x w z Q J (10 J W Lj_ Llj LI�:z � � Q 0 U w 0 0 a �� Ln _ � N CL cl O w of LL_ cr Lu o W Q voz z o Q z 0 U DATE: 8/15/06 SCALE: 1 = 50' DESIGN BY: JTH DRWN. BY: JTH/RS/BD APP. BY: DHE JOB No. SHEET �F` /086405 OF REVISIONS: A� PORTION of the S.W. 1 /4, SECTION 19, TOWNSHIP 21 N. RANGE 4 E., W.M. 20 0 20 40 scale feet— _10th AVE S-IAA-_ _ _ ` — — — PRINCIPAL COLLECT , NOTE: LIGHTING LEVELS WERE. 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X}, 1.6 .0 2.3 2,3 2,1 1.9 1.2 ° V 1.2 °.8 2.5 2\6 2.9 2.9 3 1.4 �l 2. 8-[ .t aM3 a _ 1.5 2,1 ° 3 a 361.9� a- \ d v a q v a v a v v q v ❑ v v v a ❑ ❑ a v v 0,2 0,2 0,2 0.2 0.3 0.3 0.3 0.3 0.4 v v v d � p ' a" WETLAND CELL -- - ------------------- --------------- ---- - -- a / / --------------------------------------------------- --- t MH ?6 12 4' LANDSCAPE - 4LANDSCAPE \ \ 2" IE: \ RESUBMITTED AUG 2 2 2006 CITY OF FEDERAL WAY BUILDING DEPT. U Z VJ w o N Q W UCV �(:7) 4 O �� r M U �/)� > 00 o Z 04 ! �- o � W 0 N � Z °O Lr)- �y Z Q 04 cal J � -�_ .� WOO CO cd � Haw O QR ❑' (I- x w 0 W 0 v J l O Z00LjLj cr = LL1 N C) O w -� w � W � m� w C, O = ii3 o �D o vJ � W 0 H H Z 0 0 DATE: 8/16/06 SCALE: 1" = 20' DESIGN BY: JTH DRWN. BY: JTH APP. BY: DHE JOB No. F086405 SHEET 3 OF 3 __ .. Its rir / 18"Fir 12"Fir \ \ \ 16 Fir \ \ 18"Fir \ \\ v , A PORTION of the S.W. 1 /4, SECTION 15, TOWNSHIP 21 N., RANGE 4 E., W.M. /' 12"Fir 20'Il"Fir 12"Fir / 22"Fir 16"Fir / 22"Fir 20"Fir 18"Fir 14"Fir / 18"Fir 26"Fir 14"Fir 26 Fir 18"Fir 16"Fir / 2U"Fir 22 "Fi r 16"Fir 12"Fir 14"Fir 30"Fir 20"Fir " ' 12Fir \ 20"Fir 26"Fir 14"Fir / 12"Fir 18"Fir 1?»Fir / �,� 20"Fir \ \ \ i 4"Fir 12"Fir 18"Fir / / 18'�Fir �\ \ _ / 4"Fir 16"Fir / ❑ Ok / 1 4"Fir 20"Fir 22"Fir r 12F \\\ \ \\\ \ \\ \ 18"Fir / 20' l 20"Fir ' Fir 14"Fir k ' ,, �, 'fFir 18 !r\\ \ \��\ \\ \ P c \ 12"Fir 16"Fir � , 14'Fir F� 2 Fi 12 "Fir / 16"Fir 30"Fir 20�. FIR 2" 1 \ \\ \ \\C,' 0 \ 22"Fir 2"Fi 12"Fir 1 'N\ \ `\\�� P_ 20"Fir 0"Fir L0"F' "Fir . 18"Fir118"Fir 12"Fir18 " i4"Fir \ 1.r�\ \\ \ 6� 26"Fi 20rIR „Fir . C 1 ,"Fir IR22" 20"Fir 14"Fir 1 2"Fir 1 6"Fir2r 16" .r „\ 20"Fir\ \\\ \ , �\ , 16"Fir 2 rL C»Fir \ F,r 14"Fir 1`6 f\i�\ \ \\� /�\ \ \ u (\ k 378 18"Fir \ \ ❑ Fir C� \ % ALD15 20"Fir 20"Fir \ 1 2 r�'RACT C 1 r / FIR2 14"Fir ,p \ � \ 12 "Fe FIR 6 F LAWPPAPE \ \\ \ �`� k i FIR2 14"Fir O 12 "Fr( 406 3 it 0"Fir 1 21 20"Fir IR22„ 12"Fi y� 16 Fir 16"Fi Cl 14"Fir\ FIR4U 20"Fir 20"Fir <" 2' F! ` \ k 22"F r 2'� 28"Cedar \ 12"Fir s� Fir \ \\\ \ �\ �� \ \s'(.�i / 376 30'Fir 4' Fit' 16"Fir \"\ 20"Fir FIR36 / /4"Fir 1 1 20\Fir 1 0 18"`Fi 12"F! 12\Fifi\\ k / 20"Fir "Fir 6"Fir 1 2"F r 18\"Fir 1 ?_ Frr J 12"Fir 18"Fir r" \ 1 k 375 26"Fir CED30" 18"F!r "Cedar 1 o Fir FIR22" J 87 12 'r 16"Fir • / FIR40 12"Fir 16"Fir 12"Fi T.. 12"Fir \ k 370 ; 4" 26"F r J 12 "Fir 30"Fir "Fir 1 2 it 1 2"Fir �_" L \ 18"Fir 14"Fir\\ \\ \ \�� \ �� \ FIR36 371 FIR36 30 Fir / / 16"Fir 30'Fir 141'2ir,Fi Fir t' �X6T A\12"F ! \��\ \ \``\\ \ NORTH LINE GOVERNfviENT LOT 2 RP LUMINAIRE .\ LIGHT J-BOX CB RIM=355.96 p IE 12 ADS W=351.41 IE 12" ADS NE=353.00 IE 12" ADS ESE=351.51 "F r 0 Fir 2' it 12 Fir 18 � ACT 1 6'�RA��1/-�,�E \ � \ �;, �•, . �. FIR18" 4"FirLANDSCf�jo 12 OF \ \\ \ 12 \ \ \ 20"FFilp22 FIR2' F ir � 2 F r 1 � F�, 1 6. F; ' 14"Fir 367 20"Fir 6. 14"Fir FIR36 12"Fir 3� 'Fir Z 6"Fir ti 12 i� _ FIR��" /'Fir 18"Fir 1 !r 22"Fir 12 _.r__.-' 14"Fir 16"Fir \ �� 26"Fir 1 �. 14 Frr „F r t12"�.�"i=i1a �r — l 1 4» 1 6"Fir 1 2"Fir �R10�' „ 7� � 32'rFir 18"Fir 18"Fir\ }� 1 4' F r 1 4"Fir t \\ 20"Fir FIR1�2 "rFIR14" 2U"Fir 16"Fir 16"Fir 365 CED10", 6"Fir 1 8"Fir it 12"Fir 1 0 F 4"Fir 1 6"F iq 4"Fi FIR48 FIR24'' 18"Fi. 26"Fir 3, ,4 FIR30" 20"Fir' r it 1 4" 1 1 6"Fir 366 CED�2ED30 1 -ir 12"Fi, 12"Fir12' i 18"Fir FIR48 FIR22" 12"�; �. __ — — __�"� _ I 1 r 12"Fir 14"Fir 26"Fir i 4"Fir 'F l 16"Fir "Fir ,� 20"Fir 1 6' F it N1 r 1 2"Fir 9 1 8"Fir �� \ 30"Fir 26 F "Fir 14 18"Fir 14"Fir 1 4' i 18"Fir 14 "Fir \ �" 26"Fir 14"Fir R✓ ! �y� \ ��\ \ 337 26"Fir 341 1 4"Fir FIR30 FIR48 — — — 2 "f 18"Fir 30 'Fir — 14"Fir 8 20"Fir 339 26"Fir FIR36 343 1 0"Fir 464 -I 18"Fir i 2»Fir FIRj "' \• z 1 30"Fir O 0 Qom' t 0 5 j.� 26 Fir S FIR48 I rri 9 — — 1 "Fir r�� 0 \ O45 1 6 2 — — 30"Fir 465 0 16"-F7ir 18 Fir � } * FIR4.; — 1 , "Fi -u / 12"i- it , V /\ �s , G° EXEMPT TREE REMOVAL FUTURE R.O.W. TREES TO BE REMOVED: 12th AVE. SW: 118 TREES 12th PL SW: 40 TREES 13th CT. SW: 11 SW 339th ST.: 57 TOTAL: 226 TREES TO BE REMOVED FOR ORCHID LANE SEWER & DRAINAGE EASEMENT: DRAINAGE ESMT, EAST P.L,: 36 SEWER ESMT, SW P.L.: 8 TOTAL: 44 TOTAL TREES REMOVED FOR R.O.W. & OFF —SITE SEWER & DRAINAGE: 270 w t m 30»Fir 18"��"Fir TREE RETENTION SUMMARY: 362 � rr 26"Fir 350 FIR30 FUTURE FIR48 ' � 16 26"Fir "'Fir 16"Fir — 18"Fir MULTI —FAMILY LOT Tz"- TOTAL EXISTING TREES ON —SITE: 630 J6.3 35U DEVELOPMENT �_ - , 6»r; 14"Fir �.g"Fir -� XFMPT TREES TO . 270 r - E BE REMOVED BiR24*3 FIR24 1 14 20"Fir — — — — I 18"Fir 18 it ' • ' 467 18" 6 12"Fir TOTAL NON—EXEMPT TREES: 360 25% MIN. TREE RETENTION: 90 FIR36 1 " r 14"Fir 18"Fir MAP% /347 34 1 0„Fi 12"Fir / r"^ SIGNIFICANT TREES THAT WERE SAVED: r FIR36 FIR 6 46J — —1 / 'Q r IR36 30"Fir 46 FIR36 18"Fir TRACT G (WETLAND BUFFER): 21 522 5 12 "Fir d 26"Fir FIR 18"Fir L LOT 45: 3 . 88'58'44�_ 74.31' \ 3 "Fir 3r,,, 12"Fir F!r ALD22' N { ,,, TOTAL SAVED TREES: 24 ' . _ _ _ FIR FiR2.4'2 — 16��2r� 18"Fir r v� 1 20"Fir FIR24*2 \ 8 .1>� FI , 3 / 12"Fir e� i ) ` REPLACEMENT TREES: 1 2"Fir , I \ \ 19 R'4 F 0 J \ i 1 6'Fir ( 1 TRACT D (LANDSCAPE DRAIN POND): 8 FIR16' `. IK-m 18"Fir 1 6"F ! FIR1- 2„ ' 3 4 TRACT F (PED. ACCESS). 5 u'`-'- FIR tTc \ AP 14"Fir ( DRAIN POND): 4: �.-- 1 FIR24*2 � f�,R42 \ 4 � � TRACT H LANDSCAPE, ; 44 FIR18" ( 1 D „3 \ \ TOTAL REPLACEMENT TREES: 72�; FIR24" FIRI18" FIR16" FIR2C'{' \/ GRADING \� 49�c FIR12" ! 43 FIR12" 41 \\ 20'Fir LIMITS D24* ' FIR2o' \ TOTAL RETAINED &REPLACEMENT TREES: FIR14" FIR 14" FI 42 g12�4" 20FIR42" FIR48 486 14'Fir 96 14' ALD20" � FIR :, 9�F ALD18" FIR24" r R30" 12"Fir 4 12"Fir \. H/C RAMP - 487 77 FIR22' F!R,> 1 R1 11"Fir \ ALD1�"OAF ALD20" FIRri r; — —1 L .iI I, --r" FIR36" 2G"Fir F 4 ALD24*2 / 4 FIR32" F!R 0. FIRI2 FIR12"-"—'—"\ . 16"Fir hr 3 FiR16" FIR28' 18"Fir \ FIR18" AND / 2 18" it IR28" N C RA FIR16' FIR28 ca ALD20" FIR18" FIR32' .• � A.L� g" 35 � ' \ � FIR30' 14 "Fir 2 A3 1 „Fir I LD15" ALD22" 39 40 FIR36" / 37 0'� 30"Fi WV I I ( n 36 12»Fir FIR24L14" 36 R1AL.Dz4 r'I2 MAP22*9 14'Fir 12 "Fir 10 FiFIR' LD14ALD22"FIR20" ALD18" FIR14" 414" FIR34" IRC" D18" AL 14'' FIR28' 6»Fir / FI 20"Fir ALD2 i 2" 14 ALD1 FIR20" I ALD' ALD18" FIR3�" FIR40" � ' S37 \ 18"Fir 16 F�rLD1 „ ppll -5 48 H HAI" x �" A 24." ,, ALD1 FiR4. " F\R0 1 J'Fir I A,LD18" ALD18" FIR16" \ \ "Fir 18iFir 10"Fir FIR18"(34" FIR?O" FIR30" v40" FIR14 18" — " — _ 26"Fir 1 ,, 4"Fir I 14"Cedar ALD " \ L1 12"Fir {,R"Fi 10"Fir ALD18" FIR14" 1 'Fir I ,18'CED CED10" F'R28 \ 1 4"Fir 34 R36" ALD18' 30" ALD22" ALD18" - Swl`339th ST \ 12 "Fir \ 16"Fir 33 '-36" LD1IIALD18" - - \ \ 22 1\4»Fir' 18"Fir A" ' LID 10' A 2 ` , r. _ �2 Fi \ \ 16"Fir \ 525 FI 36" ALD10' 18"Fi- ALD 2 14"Fir ' � �,6D1°' �'RACT � �r . �r � r�� 12 Fi 'f2» - giro i:� � .• r � _ `, \ 2"Madroi� LANDSCAPE — -;'ia — FIR32 \ -� F�3 20' ` - r!r 14°Fir \ 5"I 509 TRACT B AL 8" ALD14" FIR 1El&: FIR12" FI` 32_" FiR40" \ 25 26' it \ � \ G3 \ RBFBCE51 ' `DRAINAGE F[R14" ALDI2FIR22" F FIR12" � IR3� \ \ 532 � FIR " 0' 59 FIR34" FIR 1 2" FiP�32" - 44\ FI 1 FIR FIR12' FIR1b" \5 " \��j \ 2.0"Fir 26 FIR16" FIR48 3 12"Fi 32 ALD12" i � � n FIR12' Ft 1 FIR14" 2 " F ZLB" 31 FFf722 CF i FI 4 FTR16" FIR14' FIR20" F-IR10R __ > FIR"16" J � FIR%2' FIR1; ;'_ SIR " _� 2 8 F"IR10" 2 7 FIR 16 26\F it FIR16" 545 FIF'.12" FIR12' i M D32" \ 30 FIRI 29 r FIR18" !R1?_" FIR36 ��' \ 1 '41 �0' \ CED32" GED1 FI, i6d FIR28„ 'FIR32" ALD12" 1R14" "1 FI 24" moo. �EC3222 \ CED i 2 � FIR' O" IR32" "IR12" FIR16" FIF.F?�' � 18 FIR22" FI �2 IR16" 1�4' • \ FIE22' — — — — CED18" FI 'FIR FIR12' \ r IR 4 ' FIR1 Ft f 20,�� ! — m FIR34'FIR20" FIR14" \ FIR20 ' 24 v� FIR22" FIR "� ` M 3&�' 1 � 2„--------IN 20" Fr!FIR22" R34" __.. �_ — 2 _ F 32" FIR12" I .0 FIR12�. FIR12" FI '24" TA-1 TA-2 TA-3 ..... ..I. , *� — — — — ..� — — FiR1�; bRtp�?16 FIR14" 1 F FIR1 I i _ N 88'58 4 W 1004.90 — -- — — GRAPHIC SCALE i i F 9 A-4 TA_� TA-6 r FIR24 i FND REBAR W/CAP I iLS 18902 50 0 25 50 100 \ , 529 IQ 0.10' N ?' L TA-7 / 10 554 540 MAP36 0.09, W / TA-9 \ I I F!R24*2_ SPKS ( IN FEET ) f � � TTA-8TA-11 20 2 "� , t I I 1 in ch = 50 ft. WX PERMIT NO. 05-103031 -00 RESUBMITTED SEP 4 4 2008 CIg�AY LD NG D PTW. REVISIONS: V Z Wo 0) Lc) W l- n c) z U)UD� Z�"N w ry cy) C �c W 0 W o a 0 N co6i uj w uo CL`'' Lu WLJ 00 � co m Q (� � N w . 0 a c ynLp CO Lijwz00o U> N � �oN x Q Lp Qom m + `' E -C W —QL Q w o 0 i w DATE: 5 21 08 SCALE: 50' DESIGN BY: JJJ DRWN. BY: JJJ BES APP. BY: JOB No. SHEET OF WYNSTONE PLAT VOLUME/PAGE A PORTION OF GOVERNMENT LOT 1 OF THE NW 1/4 OF SEC. FEDERAL WAY, KING DEDICATION: KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SUBDIVIDED, HEREBY DECLARE THIS PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS AND TRACTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACE, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE AND CONVEY SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, WAIVE AND RELEASE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST THE CITY OF FEDERAL WAY, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE DESIGN, ESTABLISHMENT, CONSTRUCTION, OPERATION, FAILURE TO OPERATE, OR MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEMS, ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE OR SURFACE OR SUBSURFACE WATER FLOWS WITHIN THE SUBDIVISIONS OR WITHIN ANY DRAINAGE OR DETENTION FACILITIES DESIGNED TO RECEIVE OR ACTUALLY RECEIVING DRAINAGE FROM THE SUBDIVISIONS AND THE CITY OF FEDERAL WAY'S REVIEW AND APPROVAL OF PLANS AND PERMITS FOR SAME OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY THE CITY OF FEDERAL WAY. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY, HOLD HARMLESS, AND DEFEND THE CITY OF FEDERAL WAY, ITS SUCCESSORS AND ASSIGNS, FROM AND AGAINST ANY DAMAGE, INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THE SUBDIVISIONS TO HAVE BEEN CAUSED BY THE DESIGN, ESTABLISHMENT, CONSTRUCTION, OPERATION, FAILURE TO OPERATE, OR MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEM, ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUBSURFACE WATER FLOWS WITHIN THE SUBDIVISIONS OR WITHIN ANY DRAINAGE OR DETENTION FACILITIES DESIGNED TO RECEIVE OR ACTUALLY RECEIVING DRAINAGE FROM THE SUBDIVISIONS AND THE CITY OF FEDERAL WAY'S REVIEW AND APPROVAL OF PLANS AND PERMITS FOR SAME. PROVIDED, THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING THE CITY OF FEDERAL WAY, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING FROM AND TO THE EXTENT OF THE SOLE NEGLIGENCE OF THE CITY OF FEDERAL WAY, ITS SUCCESSORS, OR ASSIGNS. THIS SUBDIVISION, DEDICATION, RELEASE, INDEMNIFICATION OF CLAIMS, AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS: DON GARDNER WYNSTONE PROPERTIES LLC, A WASHINGTON LIMITED LIABILITY COMPANY ACKNOWLEDGMENTS: STATE OF WASHINGTON ) ) SS COUNTY OF KING ) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT (S)HE SIGNED THIS INSTRUMENT, ON OATH STATED (S)HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE OF TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED THIS DAY OF 1 200_. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING AT: PRINTED NAME: COMMISSION EXPIRES: STATE OF WASHINGTON ) ) SS COUNTY OF KING ) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT (S)HE SIGNED THIS INSTRUMENT, ON OATH STATED (S)HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE OF TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED THIS DAY OF . 200. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING AT: PRINTED NAME: COMMISSION EXPIRES: RIGHT OF WAY DEED: ROAD RIGHT OF WAY PER DEED FILED UNDER RECORDING NUMBER 2008 Sheet Index: SHEET i DEDICATIONS / ACKNOWLEDGEMENTS / APPROVALS / GENERAL NOTES SHEET 2 PLAT NOTES / LOT AREAS/ ADDRESSES SHEET 3 SECTION CONTROL / ZONING & COMPREHENSIVE PLAN NOTE SHEET 4 SITE PLAN SHEET 5 SITE PLAN SHEET 6 PLAT DEPICTION CITY FILE NO. 08-100695-00-SU AND A PORTION 19, TWP. 21N., COUNTY, APPROVALS: OF GOVERNMENT LOT 2 RNG. 4E. W. M. WASHINGTON DEPARTMENT OF COMMUNITY DEVELOPMENT: EXAMINED AND APPROVED THIS DAY OF 200. DIRECTOR OF COMMUNITY DEVELOPMENT FEDERAL WAY CITY COUNCIL: EXAMINED AND APPROVED THIS DAY OF 200_. MAYOR ATTEST: CITY CLERK DEPARTMENT OF PUBLIC WORKS: EXAMINED AND APPROVED THIS DAY OF 200_. PUBLIC WORKS DIRECTOR KING COUNTY DEPARTMENT OF ASSESSMENTS: EXAMINED AND APPROVED THIS DAY OF 200. KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR ACCOUNT NUMBER FINANCE DIVISION CERTIFICATE: I HEREBY CERTIFY THAT ALL PROPERTY TAXES ARE PAID, THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION ON ANY OF THE PROP- ERTY HEREIN CONTAINED, DEDICATED AS STREETS, ALLEYS OR FOR ANY OTHER PUBLIC USE, ARE PAID IN FULL. THIS DAY OF 200_. FINANCE DIVISION MANAGER, FINANCE DIVISION DEPUTY - RECORDING CERTIFICATE: FILED FOR RECORD AT THE REQUEST OF THE FEDERAL WAY CITY COUNCIL THIS DAY OF 200- AT MINUTES PAST .M. AND RECORDED IN VOLUME OF PLATS, PAGES RECORDS OF KING COUNTY, WASHINGTON. DIVISION OF RECORDS AND ELECTIONS: MANAGER SUPERINTENDENT OF RECORDS SURVEYOR' S CERTIFICATE: I HEREBY CERTIFY THIS PLAT OF WYNSTONE PLAT IS BASED UPON AN ACTUAL SURVEY AND THAT THE COURSES AND DISTANCES SHOWN ARE SHOWN CORRECTLY HEREON. THAT THE MONUMENTS WILL BE SET AND THE LOT AND BLOCK CORNERS WILL BE STAKED CORRECTLY ON THE GROUND AS CONSTRUCTION IS COMPLETED AND THAT I HAVE FULLY COMPLIED WITH THE PROVISIONS OF THE PLATTING REGULATIONS. STEP N H. WOODS, P.L.S. DATE CERTIFICATE NO. 38965 ACKNOWLEDGMENTS: STATE OF WASHINGTON ) ) SS COUNTY OF KING ) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT (S)HE SIGNED THIS INSTRUMENT, ON OATH STATED (S)HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE OF TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED THIS DAY OF . 200 NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING AT: PRINTED NAME: COMMISSION EXPIRES: EXPIRES CENTRE P OINTE Conss0wit4 Inc-, P.S. 206 Railroad Avenue North - Kent, WA 98032 253-813-1901 main 253-813-1908 fax DRAWN BY: D Woods CHECKED BY. S Woods DATE: Jan. 31, 2008 JOB Nam' 2646 SCALE: NA JOB NO.: 2646 DESCRIPTION. - PARCEL A. THAT PORTION OF GOVERNMENT LOT 1, IN SECTION 19, TOWNSHIP 21 NORTH, RANGE 4 EAST OF THE WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, SAID PORTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 19; THENCE ALONG THE NORTH LINE THEREOF SOUTH 89'00'18" EAST 335.78 FEET: THENCE SOUTH 01'35'16" WEST 42,00 FEET TO THE SOUTHERLY MARGIN OF THE LAND DESCRIBED IN DEED RECORDED UNDER RECORDING NO.8501170665, IN KING COUNTY, WASHINGTON: THENCE ALONG SAID SOUTHERLY MARGIN SOUTH 89'00'18" EAST 18.07 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTHWEST HAVING A RADIUS OF 658.00 FEET: THENCE EASTERLY AND SOUTHEASTERLY 700.54 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 60'59'59"; THENCE SOUTH 28'00'19" EAST 422.43 FEET TO THE TRUE POINT OF BEGINNING AND THE BEGINNING OF A CURVE CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 842.00 FEET: THENCE SOUTHEASTERLY 217.49 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 14'47'59" TO A RADIAL LINE OF SAID CURVE WHICH BEARS SOUTH 47'11'42" WEST: THENCE LEAVING SAID MARGIN ALONG THE NON -TANGENT EAST LINE OF SAID GOVERNMENT LOT SOUTH 01'13'12" WEST 390.17 FEET TO THE SOUTHEAST CORNER THEREOF: THENCE ALONG THE SOUTH LINE OF GOVERNMENT LOT, NORTH 88'59'20" WEST 561.92 FEET TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE TO THE SOUTHEAST HAVING A RADIUS OF 897.03 FEET (A RADIAL LINE THROUGH SAID BEGINNING BEARS NORTH 74'48'34" WEST) ; THENCE NORTHERLY AND NORTHEASTERLY 732.77 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 46*48'15" TO THE TRUE POINT OF BEGINNING. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL B: THAT PORTION OF GOVERNMENT LOT 2, IN SECTION 19, TOWNSHIP 21 NORTH, RANGE 4 EAST OF THE WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, LYING NORTHERLY OF A LINE BEGINNING ON THE WESTERLY LINE OF SAID GOVERNMENT LOT AT A POINT 412.00 FEET SOUTHERLY OF THE NORTHWEST CORNER THEREOF; THENCE EAST TO THE EASTERLY LINE OF SAID GOVERNMENT LOT. EXCEPT THE WESTERLY 264.00 FEET THEREOF; AND EXCEPT THAT PORTION DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 19; THENCE SOUTH 89'27'31" EAST ALONG THE NORTH LINE THEREOF, A DISTANCE OF 264.01 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 89'27'31" EAST A DISTANCE OF 298.22 FEET: THENCE SOUTH 21'47'27" WEST, A DISTANCE OF 122.98 FEET: THENCE SOUTH 70'08'00" WEST, A DISTANCE OF 83.38 FEET; THENCE SOUTH 53'44'33" WEST, A DISTANCE OF 164.46 FEET; THENCE NORTH 36'15'27" WEST, A DISTANCE OF 44.74 FEET TO THE BEGINNING OF A 340.00 FOOT RADIUS CURVE THE CENTER OF WHICH BEARS SOUTH 53'44'33" WEST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 05'00'38" AN ARC DISTANCE OF 29.73 FEET; THENCE NORTH 01'06'36" EAST PARALLEL WITH THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID NORTHWEST QUARTER, A DISTANCE OF 183.39 FEET TO THE POINT OF BEGINNING. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. NOTES: 1) THE MONUMENT CONTROL SHOWN FOR THIS SITE WAS ACCOMPLISHED BY FIELD TRAVERSE UTILIZING A ONE (1) SECOND THEODOLITE WITH INTEGRAL ELECTRONIC DISTANCE MEASURING METER WEODIMETER 600) AND REAL TIME KINEMATIC (RTK) / STATIC GLOBAL POSITIONING SYSTEM (GPS). LINEAR AND ANGULAR CLOSURE OF THE TRAVERSES MEET THE STANDARDS OF WAC 332-130-090. 2) UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE WHICH ARE VISIBLE OR HAVING VISIBLE EVIDENCE OF THEIR INSTALLATION ARE SHOWN HEREON. 3) FULL RELIANCE FOR LEGAL DESCRIPTIONS AND RECORDED EASEMENTS HAVE BEEN PLACED ON THE TITLE REPORT FROM FIRST AMERICAN INSURANCE COMPANY COMMITMENT ORDER NO. 4203-884571, DATED APRIL 11, 2008. NO ADDITIONAL RESEARCH HAS BEEN ATTEMPTED, 4) OFFSET DIMENSIONS SHOWN HEREON ARE MEASURED PERPENDICULAR TO PROPERTY LINES. BASIS OF BEARING. - TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE ANGLE OF 01'07'03.85" COUNTERCLOCKWISE WAS APPLIED AT A PUNCH IN 1.5" BRASS DISC IN THE WESTERNMOST NORTHBOUND LANE OF 1ST AVENUE SOUTH. THE MONUMENT IS THE EAST QUARTER CORNER OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 4 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN DATUM OF 1983/1991 (NAD 83/91) GRID COORDINATES WERE FOUND TO BE 110694,431 / 1267869.100 AT THAT POINT. THE INVERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF 0.999990895 AND THE GRID SCALE FACTOR OF 1.000044913 WAS APPLIED TO THE GRID COORDINATES FOR OWN__ GROUND DISTANCES. BUILDING SETBACKS j FRONT - 20 FEET 6 I SIDE - 5 FEET �\ 4' REAR - 5 FEET �U� 4 CORNER LOT BUILDING SETBACKS ARE DETERMINED RSUANT TO FCC SECTION 22-1, PROPERTY LINE DEFINITION. SETBACKS FOR LOT 34 WILL BE REVISED TO COINCIDE WITH THE VACATION OF SW 340TH ST AS DEPICTED IN DETAIL "D" ON PAGE 6 OF 6. DENSITY NOTE: MAXIMUM DENSITY FOR LOT 45 IS 16 UNITS, PER THE CONCOMITANT ZONING AGREEMENT APPROVED BY THE FEDERAL WAY CITY COUNCIL, SECTION 6.1. INDEX DATA GL1-GL2-NW 19, T21N, R4E, WM SURVEY FOR; Wynstone Properties, LLC. 6905 Ford Drive NW Gig Harbor, WA. 98335 KING COUNTY, WASHINGTON SHEET 1 OF 6 0 14'\•1►fCYto7►i�' i VOLUME/PAGE A PORTION OF GOVERNMENT LOT 1 AND A PORTION OF GOVERNMENT LOT 2 OF THE NW 1/4 OF SEC. 19, TWP. 21N., RNG. 4E. W.M. FEDERAL WAY, KING COUNTY, WASHINGTON PLAT NOTES: EASEMENTS & RESERVATIONS: 1. DURING THE COURSE OF CONSTRUCTION OF ANY LOT WITHIN THIS SUBDIVISION, STUB OUT INVERT ELEVATIONS FOR STORM DRAINAGE SHOULD BE VERIFIED BY THE INDIVIDUAL LOT BUILDER OR OWNER TO PROVIDE THE NECESSARY SLOPE FROM THE PROPOSED HOUSE. 2. THE ARTICLES OF INCORPORATION FOR THE WYNSTONE HOMEOWNERS ASSOCIATION ARE ON FILE WITH THE STATE OF WASHINGTON. 3. ALL LOTS ADJOINING AN AREA OR HAVING AREA WITH A SENSITIVE AREA SETBACK OR SENSITIVE AREA TRACT SHALL BE PROVIDED WITH A BOUNDARY DELINEATION (E.G., TEMPORARY PLASTIC FENCING) ACCEPTABLE TO THE CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY SERVICES (DCDS), OR ITS SUCCESSOR AGENCY, BETWEEN THE LOT OR PORTIONS) OF THE LOT AND THE AREA RESTRICTED. SAID BOUNDARY DELINEATION SHALL BE IN PLACE PRIOR TO ANY GRADING OR CLEARING OF THE SUBDIVISION AND REMAIN IN PLACE UNTIL A DWELLING IS CONSTRUCTED ON THE LOT AND OWNERSHIP TRANSFERRED TO THE FIRST OWNER -OCCUPANT. 4. TRACT A IS A DRAINAGE WATER QUALITY TRACT, AND IS HEREBY DEDICATED TO THE CITY OF FEDERAL WAY FOR OWNERSHIP AND MAINTENANCE PURPOSES. 5. TRACT B IS A DRAINAGE WATER QUALITY TRACT , AND IS HEREBY DEDICATED TO THE CITY OF FEDERAL WAY FOR OWNERSHIP AND MAINTENANCE PURPOSES. 6. TRACT C IS A LANDSCAPE TRACT, AND IS HEREBY CONVEYED TO THE HOMEOWNERS' ASSOCIATION IDENTIFIED IN NOTE 2, ABOVE, FOR OWNERSHIP AND MAINTENANCE PURPOSES. AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER THE ENTIRE TRACT ARE HEREBY DEDICATED TO THE CITY OF FEDERAL WAY. NO STRUCTURE, INCLUDING SIGNAGE OR MONUMENTS SHALL BE ALLOWED OVER EXISTING STORM DRAINAGE PIPES, AS DETERMINED BY THE FEDERAL WAY PUBLIC WORKS STORM WATER MANAGEMENT DEPARTMENT. 7. TRACT D IS A LANDSCAPE TRACT, AND IS HEREBY CONVEYED TO THE HOMEOWNERS' ASSOCIATION IDENTIFIED IN NOTE 2, ABOVE, FOR OWNERSHIP AND MAINTENANCE PURPOSES. AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER THE ENTIRE TRACT IS HEREBY DEDICATED TO THE CITY OF FEDERAL WAY. NO STRUCTURE, INCLUDING SIGNAGE OR MONUMENTS SHALL BE ALLOWED OVER EXISTING STORM DRAINAGE PIPES, AS DETERMINED BY THE FEDERAL WAY PUBLIC WORKS STORM WATER MANAGEMENT DEPARTMENT. 8. TRACT E IS A PEDESTRIAN ACCESS TRACT, AND IS FOR THE BENEFIT OF ALL LOT OWNERS IN THIS PLAT. EACH OWNERSHIP OF A LOT IN THIS PLAT INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT E, AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID TRACT E. 9. TRACT F IS A PEDESTRIAN ACCESS TRACT, AND IS FOR THE BENEFIT OF ALL LOT OWNERS IN THIS PLAT. EACH OWNERSHIP OF A LOT IN THIS PLAT INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT F, AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID TRACT F. 10. TRACT G IS AN ENVIRONMENTALLY SENSITIVE AREA TRACT CONTAINING WETLANDS AND/OR WETLAND BUFFERS AND IS HEREBY CONVEYED TO THE HOMEOWNERS' ASSOCIATION IDENTIFIED IN NOTE 2, ABOVE, FOR OWNERSHIP AND MAINTENANCE PURPOSES AND IS TO REMAIN UNDISTURBED (SEE NOTE AT RIGHT). THE REMOVAL OR DISTURBANCE OF VEGETATION AND LANDSCAPING SHALL BE PROHIBITED WITHIN TRACT G, EXCEPT AS NECESSARY FOR MAINTENANCE OR REPLACEMENT OF EXISTING PLANTINGS AND AS APPROVED BY THE CITY OF FEDERAL WAY. TRACT G SHALL NOT BE DEVELOPED WITH ANY BUILDINGS, AND MAY NOT BE USED FOR FINANCIAL GAIN. 11. TRACT H IS A LANDSCAPE TRACT, AND IS HEREBY CONVEYED TO THE HOMEOWNERS' ASSOCIATION IDENTIFIED IN NOTE 2, ABOVE, FOR OWNERSHIP AND MAINTENANCE PURPOSES. AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER THE ENTIRE TRACT IS HEREBY DEDICATED TO THE CITY OF FEDERAL WAY. NO STRUCTURE, INCLUDING SIGNAGE OR MONUMENTS SHALL BE ALLOWED OVER EXISTING STORM DRAINAGE PIPES, AS DETERMINED BY THE FEDERAL WAY PUBLIC WORKS STORM WATER MANAGEMENT DEPARTMENT, 12. ALL WATERLINE EASEMENTS AND SANITARY SEWER EASEMENTS ARE HEREBY CONVEYED TO LAKEHAVEN UTILITY DISTRICT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH WATER AND SANITARY SEWER SERVICE. (SEE "PLAT DEDICATION FOR NON-EXCLUSIVE EASEMENT" AT RIGHT.) 13. ALL PUBLIC STORM DRAINAGE EASEMENTS NOTED HEREON ARE HEREBY DEDICATED TO THE CITY OF FEDERAL WAY FOR ANY FUTURE CONSTRUCTION, MAINTENANCE AND REPAIR OF STORM DRAINAGE FACILITIES. 14. ALL PRIVATE STORM DRAINAGE EASEMENTS NOTED HEREON ARE HEREBY CONVEYED TO THE LOT OWNER(S) WHO WOULD BENEFIT FROM THE EASEMENT. THE OWNER(S) OF SAID LOTS HAVING BENEFIT SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE AND REPAIR OF STORM DRAINAGE FACILITIES WITHIN THE EASEMENT. A. THE 10' PRIVATE STORM DRAINAGE EASEMENT WITHIN LOTS 30, 31, 32 AND TRACT F IS FOR THE BENEFIT OF LOTS 29, 30, 31, 32, TRACT F AND TRACT B. B. THE 5' PRIVATE STORM DRAINAGE EASEMENT WITHIN LOTS 21. 22, 23, 24, 25, 26 AND 27 IS FOR THE BENEFIT OF LOTS 21, 22, 23, 24, 25, 26, 27 AND 28. C. THE 10' PRIVATE STORM DRAINAGE EASEMENT WITHIN LOTS 1, 2 AND 3 IS FOR THE BENEFIT OF LOTS 1, 2 AND 3. D. THE 5' PRIVATE STORM DRAINAGE EASEMENT WITHIN LOTS 11, 12, 13, 14, 15, 16 AND 17 IS FOR THE BENEFIT OF LOTS 10, 11, 12, 13, 14, 15, 16, 17 AND IS. E. THE 5' PRIVATE STORM DRAINAGE EASEMENT WITHIN LOT 20 IS FOR THE BENEFIT OF LOTS 19 AND 20. F. THE 5' PRIVATE STORM DRAINAGE EASEMENT WITHIN LOTS 35, 36, 37 AND 38 IS FOR THE BENEFIT OF LOTS 35, 36, 37, 38 AND 39. G. THE 10' PRIVATE STORM DRAINAGE EASEMENT WITHIN LOTS 36, 37. 42, 43 AND 44 IS FOR THE BENEFIT OF LOTS 36, 37, 41, 42, 43, AND 44. Notice of Access: 13TH COURT SOUTHWEST WILL PROVIDE ACCESS TO LOTS 19, 20, 22, 25, 40, 41, 42, 43, 44 AND 45, WHICH WILL DEVELOP MULTI -FAMILY OR SINGLE FAMILY RESIDENTIAL UNITS. Building Foundation Note: BUILDING FOUNDATIONS SHALL BE SET BACK FROM RETAINING WALLS A DISTANCE EQUAL TO THE HEIGHT OF THE WALLS. FURTHERMORE, BUILDINGS ON LOTS 19, 20 AND 45 SHALL BE SET BACK A MINIMUM OF 10 FEET FROM THE TOP OF ANY FINISHED SLOPE THAT EXCEEDS 10 FEET IN VERTICAL HEIGHT. Vertical Datum: NATIONAL GEODETIC VERTICAL DATUM OF 1929 - NGVD 29 (CITY OF FEDERAL WAY) CITY FILE NO. 08-100695-00-SU AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO PUGET SOUND ENERGY, ANY TELEPHONE COMPANY, ANY CABLE COMPANY AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON THE PRIVATE ACCESS AND UTILITY EASEMENTS AND THE EXTERIOR 10 FEET, PARALLEL WITH AND ADJOINING THE PUBLIC ROAD FRONTAGE OF ALL LOTS AND TRACTS, IN WHICH TO INSTALL, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND CONDUITS, MAINS, CABLES AND WIRES WITH THE NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC, TELEPHONE, CABLE, WATER AND GAS SERVICE TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSE HEREIN STATED, THESE EASEMENTS ENTERED UPON FOR THESE PURPOSES SHALL BE RESTORED AS NEAR AS POSSIBLE TO THEIR ORIGINAL CONDITION BY THE UTILITY. NO LINES OR WIRES FOR THE TRANSMISSION OF ELECTRIC CURRENT, TELEPHONE, OR CABLE TV SHALL BE PLACED OR BE PERMITTED TO BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT ATTACHED TO A BUILDING. AN EASEMENT IS HEREBY IRREVOCABLY RESERVED FOR AND GRANTED TO LAKEHAVEN UTILITY DISTRICT FOR SO LONG AS IT SHALL OWN AND MAINTAIN THE UTILITIES REFERENCED HEREIN UNDER AND UPON THE AREA SHOWN ON THE PLAT AND DESCRIBED HEREIN AS "WATER EASEMENT" AND/OR "SEWER EASEMENT" TO INSTALL, MAINTAIN, REPLACE AND OPERATE WATER AND SEWER MAINS AND APPURTENANCES FOR THIS SUBDIVISION AND OTHER PROPERTY TOGETHER WITH THE RIGHT TO ENTER UPON SAID EASEMENT AT ALL TIMES FOR THE PURPOSES STATED. NO BUILDING, WALL, ROCKERY, FENCE, TREES OR STRUCTURE OF ANY KIND SHALL BE ERECTED OR PLANTED, NOR SHALL ANY FILL MATERIAL BE PLACED WITHIN THE BOUNDARIES OF SAID EASEMENT AREA. NO EXCAVATION SHALL BE MADE WITHIN THREE (3) FEET OF SAID WATER OR SEWER SERVICE FACILITIES AND THE SURFACE LEVEL OF THE GROUND WITHIN THE EASEMENT SHALL BE MAINTAINED AT THE ELEVATIONS CURRENTLY EXISTING. GRANTOR ADDITIONALLY GRANTS TO THE GRANTEE THE USE OF SUCH ADDITIONAL AREA IMMEDIATELY ADJACENT TO SAID EASEMENT AS SHALL BE REQUIRED FOR THE CONSTRUCTION, RECONSTRUCTION, MAINTENANCE AND OPERATION OF SAID SEWER FACILITIES. THE USE OF SUCH ADDITIONAL AREA SHALL BE HELD TO A REASONABLE MINIMUM AND BE RETURNED TO THE CONDITION EXISTING IMMEDIATELY BEFORE THE PROPERTY WAS ENTERED UPON BY GRANTEE OR ITS AGENTS. IN ADDITION TO THE OTHER RESTRICTIONS HEREIN, GRANTOR SHALL NOT CONVEY TO A THIRD PARTY ANY EASEMENT OR OTHER RIGHT OF USAGE IN THE PROPERTY THAT WOULD IMPAIR OR LIMIT THE GRANTEE'S USE OF THE EASEMENT AREA, DRAINAGE EASEMENT RESTRICTIONS: STRUCTURES, FILLS OR OBSTRUCTIONS (EXCLUDING DECKS, PATIOS OR OVERHANGS) SHALL NOT BE PERMITTED WITHIN DRAINAGE EASEMENTS. ADDITIONALLY, GRADING AND CONSTRUCTION OF FENCING SHALL NOT BE ALLOWED WITHIN THE DRAINAGE EASEMENTS SHOWN ON THIS PLAT UNLESS OTHERWISE APPROVED BY THE HOMEOWNERS ASSOCIATION. RESTRICTIONS FOR ENVIRONMENTALLY SENSITIVE AREA TRACTS, SENSITIVE AREAS AND BUFFERS: DEDICATION OF A SENSITIVE AREA TRACT/ SENSITIVE AREA AND BUFFER CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE TRACT/ SENSITIVE AREA AND BUFFER. THIS INTEREST INCLUDES THE PRESERVATION OF NATIVE VEGETATION FOR ALL PURPOSES THAT BENEFIT THE PUBLIC HEALTH. SAFETY, AND WELFARE, INCLUDING EROSION CONTROL OF SURFACE WATER AND EROSION MAINTENANCE OF SLOPE STABILITY AND PROTECTION OF PLANT AND ANIMAL HABITAT. THE SENSITIVE AREA TRACT/ SENSITIVE AREA AND BUFFER IMPOSE UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF LAND (SUBJECT TO THE TRACT/ SENSITIVE AREA AND BUFFER] THE OBLIGATION, ENFORCEABLE ON BEHALF OF THE PUBLIC BY THE CITY OF FEDERAL WAY, TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE TRACT/ SENSITIVE AREA AND BUFFER. THE VEGETATION WITHIN THE TRACT/ SENSITIVE AREA AND BUFFER MAY NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED WITHOUT APPROVAL IN WRITING FROM THE CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES OR ITS SUCCESSOR AGENCY. THE COMMON BOUNDARY BETWEEN THE TRACT/ SENSITIVE AREA AND BUFFER AND THE AREA OF DEVELOPMENT ACTIVITY MUST BE MARKED OR OTHERWISE FLAGGED TO THE SATISFACTION OF THE CITY OF FEDERAL WAY PRIOR TO ANY CLEARING, GRADING, BUILDING CONSTRUCTION OR OTHER DEVELOPMENT ACTIVITY ON A LOT SUBJECT TO THE SENSITIVE AREA TRACT/ SENSITIVE AREA AND BUFFER. THE REQUIRED MARKING OR FLAGGING SHALL REMAIN IN PLACE UNTIL ALL DEVELOPMENT PROPOSAL ACTIVITIES IN THE VICINITY OF THE SENSITIVE AREA ARE COMPLETED. SENSITIVE AREA TRACTS SHALL NOT BE DEVELOPED WITH ANY BUILDINGS, AND MAY NOT BE USED FOR FINANCIAL GAIN. Landscaping Note: STREET TREES PLANTED AS A CONDITION OF PLAT APPROVAL SHALL BE PLANTED ACCORDING TO THE APPROVED ENGINEERING PLANS, PERMIT NUMBER 05-103031-00-EN, ON FILE WITH THE CITY OF FEDERAL WAY. THE STREET TREES PLANTED WITHIN ABUTTING INDIVIDUAL LOTS AND PLANTER STRIPS SHALL BE MAINTAINED BY THE OWNERS OF SAID LOTS, AND THE STREET TREES PLANTED WITHIN AND/OR ABUTTING THE PRIVATE AND PUBLIC TRACTS WITHIN THIS PLAT SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNERS' ASSOCIATION. Open Space Note: DUE TO THE PROPOSED MULTI -FAMILY DEVELOPMENT ON LOT 45, OPEN SPACE ON LOT 45 WAS NOT PROVIDED WITH THIS SUBDIVISION. OPEN SPACE ON LOT 45 MUST MEET THE GREATER REQUIREMENT OF FEDERAL WAY SUBDIVISION CODE REQUIREMENT OF 15 PERCENT GROSS OPEN SPACE, OR THE MULTI -FAMILY OPEN SPACE/RECREATION AREA REQUIREMENTS OF FWCC SECTION 22-667. REVIEW AND APPROVAL OF THE LOT 45 OPEN SPACE WILL OCCUR IN CONJUNCTION WITH PERMITTING AND DEVELOPMENT ON LOT 45. OPEN SPACE ON LOT 45 SHALL BE PROVIDED ON -SITE AND IN ACCORDANCE WITH PROVISIONS OF FWCC SECTION 22-667, NOTE 2. 1_t�g iN H � OFW Ay � a Z i o F 9 38965 sofa Fit S T E��' S�IQ Nq L ANC EXPIRES CENTRE P (Qwwft^NTE In&, P.S. 206 Railroad Avenue North - Kent, WA 98032 253-813-1901 main 253-813-1908 fax DRAWN BY: D Woods CHECKED BY S Woods DATE' Jan. 31, 2008 JOB NOE: 2646 SCALE: NA JOB NO.: 2646 LOT AREAS: SQ.FT. ACRES LOT 1 15645 0.359 LOT 2 8317 0.191 LOT 3 7297 0.168 LOT 4 7276 0.167 LOT 5 5151 0.118 LOT 6 5150 0.118 LOT 7 5150 0.118 LOT 8 5150 0.118 LOT 9 5150 0.118 LOT 10 5178 0.119 LOT 11 5405 0.124 LOT 12 5190 0.119 LOT 13 6296 0.145 LOT 14 7278 0.167 LOT 15 7256 0.167 LOT 16 6940 0.159 LOT 17 6317 0.145 LOT 18 7566 0.174 LOT 19 7539 0.173 LOT 20 7425 0.170 LOT 21 7212 0.166 LOT 22 7203 0.165 LOT 23 9287 0.213 LOT 24 12368 0.284 LOT 25 7504 0.172 LOT 26 7467 0.171 LOT 27 7214 0.166 LOT 28 7214 0.166 LOT 29 7200 0.165 LOT 30 7505 0.172 LOT 31 7212 0.166 LOT 32 7204 0.165 LOT 33 7229 0.166 LOT 34 7606 0.179 LOT 35 7215 0.166 LOT 36 7209 0.165 LOT 37 7200 0.165 LOT 38 7200 0.165 LOT 39 7200 0.165 LOT 40 7898 0.181 LOT 41 7250 0.166 LOT 42 7495 0.172 LOT 43 10026 0.230 LOT 44 11055 0.254 LOT 45 43047 0.988 TRACT A 10120 0.232 TRACT B 4269 0.098 TRACT C 14723 0.338 TRACT D 593 0.014 TRACT E 2833 0.065 TRACT F 2140 0.049 TRACT G 16478 0.378 TRACT H 281 0.006 ROADS 166964 3.833 OVERALL 587496 13.487 NET PLAT AREA: 369051 SQ.FT. 8.473 ACRES LOT ADDRESSES. - LOT NO. LOT 1 34002 12TH PLACE SOUTHWEST LOT 2 34004 12TH PLACE SOUTHWEST LOT 3 34008 12TH PLACE SOUTHWEST LOT 4 33934 12TH PLACE SOUTHWEST LOT 5 33928 12TH PLACE SOUTHWEST LOT 6 33922 12TH PLACE SOUTHWEST LOT 7 33918 12TH PLACE SOUTHWEST LOT 8 33914 12TH PLACE SOUTHWEST LOT 9 33908 12TH PLACE SOUTHWEST LOT 10 33829 12TH PLACE SOUTHWEST LOT 11 33831 12TH PLACE SOUTHWEST LOT 12 33903 12TH PLACE SOUTHWEST LOT 13 33907 12TH PLACE SOUTHWEST LOT 14 33913 12TH PLACE SOUTHWEST LOT 15 33917 12TH PLACE SOUTHWEST LOT 16 33921 12TH PLACE SOUTHWEST LOT 17 33927 12TH PLACE SOUTHWEST LOT 18 33933 12TH PLACE SOUTHWEST LOT 19 34006 13TH COURT SOUTHWEST LOT 20 34012 13TH COURT SOUTHWEST LOT 21 1203 SOUTHWEST 340TH STREET LOT 22 1207 SOUTHWEST 340TH STREET LOT 23 1211 SOUTHWEST 340TH STREET LOT 24 1301 SOUTHWEST 340TH STREET LOT 25 1305 SOUTHWEST 340TH STREET LOT 26 1309 SOUTHWEST 340TH STREET LOT 27 1313 SOUTHWEST 340TH STREET LOT 28 1317 SOUTHWEST 340TH STREET LOT 29 1325 SOUTHWEST 340TH STREET LOT 30 1333 SOUTHWEST 340TH STREET LOT 31 1401 SOUTHWEST 340TH STREET LOT 32 1407 SOUTHWEST 340TH STREET LOT 33 1419 SOUTHWEST 340TH STREET LOT 34 1425 SOUTHWEST 340TH STREET LOT 35 1414 SOUTHWEST 340TH STREET LOT 36 1404 SOUTHWEST 340TH STREET LOT 37 1334 SOUTHWEST 340TH STREET LOT 38 1326 SOUTHWEST 340TH STREET LOT 39 1320 SOUTHWEST 340TH STREET LOT 40 1312 SOUTHWEST 340TH STREET LOT 41 34003 13TH COURT SOUTHWEST LOT 42 34005 13TH COURT SOUTHWEST LOT 43 34009 13TH COURT SOUTHWEST LOT 44 34013 13TH COURT SOUTHWEST LOT 45 FUTURE DEVELOPMENT INDEX DATA GL1-GL2-NW 19, T21N, R4E, WM SURVEY FOR, Wynstone Properties, LLC. 6905 Ford Drive NW Gig Harbor, WA. 98335 KING COUNTY, WASHINGTON SHEET 2 OF 6 0 WYNSTONE PLAT A PORTION OF GOVERNMENT LOT 1 OF THE NW 1/4 OF SEC. FEDERAL WAY, KING 13,018 24 Y 19' 0 C9 v m co � col ry I cn Q U") -1 O N �co p) ° (0 N o U-' Ncn � 0 W 0 Iz v Cu ° O O O Z cc) 1 m I 24 19 I O rn m CD N I W v CU ti O O z Southwest corner. Section 19, Township 21 north, Range 4 east, W.M.. Found punch in 3" brass disc. Northwest corner. AND A PORTION 19, TWP. 21 N. , COUNTY, OF GOVERNMENT LOT 2 RNG. 4 E. W. M. WAS HING TO N CONTROL SKETCH Section 19, Township 21 Northeast corner. north, Range 4 east, W.M.. Section 19, Township 21 Found plug in concrete, north, Range 4 east, W.M.. incased. N89 °52 ' 50 " E 5197. 62 'MEAS Found copper tack in Visited 3-08-2006. 5235. 12' GLO concrete post. Found monument, incased, 79. 32 CHAINS Visited June 13, 2000 on the north side of two �.--- ------way turn lane on West Campus Drive 1265. 99' qC 1310.54 ' CALC 19 40 CHAINS �� 2621.09'CALC 4,RO�00 39.32 CHAINS GLO CALCULATED monument , O.6 4•02576.53'CALC position per City of Federal Way BLA Theoretical North quarter 92-0022, filed under- I corner. Section 19, Township jj Ln Recording Number co 21 north, Range 4 east, W.M.. 9303029001. Lo \7L- I N60 °53'03"E 42.00' m 9.0 Found lu in concrete 4, 6 0 69. „ m \ ' ��--3—�-•--' 1274.31'CALC 19.44 CHAINS N 1311.01'CALC N89°53'49"E 2585.32' Visited April 25, 2005. ' 2,447 19/ "�' 25 30 MOM SCALE: 1" = 500' SITE \JL_� u7 m I 0 CD 0 ° 0 O z 2594.11'CALC 39.56 CHAINS 1282.63'CALC West quarter corner. Section 19, Township 21 north, Range 4 east, W.M.. — Found tack in lead. Visited April 25, 2005. -91 °06' 36"MEAS 91°05'44"DOWL I 0 I v Ln m 1311.48'CALC S89 °54 ' 48 " W S89°40'04"W 2637.61' CITY FILE NO. 08-100695-00-SU tiN H ` N SSyI s a o F 9 38965 J� ssj0 FSI S T EQ� c,�Q L L AND EXPIRES incased, 9n two way turn lane on Southwest Campus Drive vCU I co Ln N 5220.30' W 00 v I v 0 ° 0 O z �9gMOP5 W� A • E 509A � 2 N6�° 1g N �^ CU (D / N I i East quarter corner. Section 19, Township 21 north, Range 4 east, W.M.. Found punch in 1.5" brass disc, incased, in north bound lane of 1st Avenue South. Visited June 13, 2000. LEGEND: ® = MONUMENT FOUND AS NOTED. = SET #4 REBAR WITH YELLOW PLASTIC 7 CAP STAMPED "CPS INC 22338". 0 X = SET "X" IN BRASS DISC IN 4" X 4" CONCRETE POST, IN MONUMENT CASE. CO = CALCULATED POSITION. v CU m LD CV IW m Ln 0 0 O Cn1 2626.20' N' — — 197 20 / I / I South quarter corner. Section 19, Township 21 north, Range 4 east, W.M.. I CALCULATED per Record of Survey by DOWL, Rec. No.9108129010. 19 30 S69°53'22"E 2628.27' CENTRE P (Qmwft^NTE IM0 P.S. 206 Railroad Avenue North - Kent, WA 98032 253-813-1901 main 253-813-1908 fax DRAWN BY: D Woods CHECKED BY: S Woods DATE' Jan . 31, 2008 JOB NAME: 2646 SCALE: 1 " = 500 ' JOB NO.: 2646 m m co m (D CU I W 0 (U O ° O O z G L = GOVERNMENT LOT Southeast corner. Section 19, Township 21 north, Range 4 east, W.M.. CALCULATED per Record of Survey by DOWL, Rec. No.9108129010. INDEX DATA GL1-GL2-NW 19, T21N, R4E, WM SURVEY FOR: Wynstone Properties, LLC. 6905 Ford Drive NW Gig Harbor, WA. 98335 KING COUNTY, WASHINGTON SHEET 3 OF 6 WYNSTONE PLAT VOLUME/PAGE A PORTION OF GOVERNMENT LOT 1 OF THE NW 1/4 OF SEC. FEDERAL WAY, KING I i z� It Z (D '-� Z VH" + CU 4- Z a I O 3X a) F- cL 3 CD `W c ow L %--" N00°06-01"E 925.16' �� 42' 021.0.0, 0 Gti / 0 / :00\0 10° Q;00.2 00 LUJ U 0) �� a� IT U I• m U ` w LU \ a) C� C9 w a Z — Lr) Cr Ln \ a w \CC 3 N 3 �+ \ o w \ 90 LL0 \ q C C `aoo N O N 3 a) \ 9F✓09� i 0) a (1) U) \ ti00y LtoU �B \ L C a) O O \ \ m 3 U o \ c O V CU L F- C I \ O (1) --1 00 \ U CJ) O \ (ji c (T 1 Cc m c 0. "0 \ 30 a) O \ L •r1 Z -O (f) +-> +) +-) 4-3 c (U - LUL OU(1) Oa)OOc H Z Cn c LL r+ > 00 (7) 7W � N Key Map: tSEE 1SHEET 5 OF FOR 1XNE AND CURVE CHARTS LEGEND: = MONUMENT FOUND AS NOTED. = SET #4 REBAR WITH YELLOW PLASTIC CAP STAMPED "CPS INC 22338". X = SET CITY OF FEDERAL WAY STANDARD MONUMENT O = CALCULATED POSITION. G L = GOVERNMENT LOT SCALE OAP. Q� atih Sst, 15' PUBLIC c St' DRAINAGE �S� 05.' EASEMENT � ASS, 0o ati N6t 6t� 99. v LOT 10 -A n� ss� F � 9B \6', �6, S06'46' 16"W Tract 7' 22' / E Easement Detail A: 1" = 40' CITY FILE NO. 08-100695-00-SU S - Z cc CD F� qF 38965 OISTE�, c,�Q t L ANC EXPIRES AND A PORTION M TWP. 21N. , COUNTY, OF GOVERNMENT LOT 2 RNG. 4 E. W. M. WASHINGTON \—ti£l N REC. NO.2008 N00'06_01"E 290.39' 104.1.. 7")1 C4TAT N00'06'01"E 801.93' r �- � m 0 0 M w r- v mcoa o EHW -CCU -cc LOUo IL7SQwo iMwcrftJ I 1 _ 00 w r� m cn �n i Z / wA w 0 W Iw W LI I W 0 Q�v^. 15' PUBLIC LOT 4 (L.h DASEMENT LOT 4 0 p v 10' PRIVATE DRAINAGE �43'F m / N74'Sq'4g EASEMENT S74.5q 4 E ~� 31 49 0 � /�� 13p•25, w LOT 3 93W� \�� 3 /�`� LOT 3 36 r, /°� IAT 2 \ LO o a� LOT 1 0 Z LOT 2 LOT 1 C) Easement Detail B: 1" = 40' CENTRE P ON TE onsume, Ins, P.S. 206 Railroad Avenue North - Kent, WA 98032 253-813-1901 main 253-813-1908 fax DRAW BY: D Woods CHECKED BY. S Woods DATE' Jan. 31, 2008 JOB NAME: 2646 SCALE 1 " = 50 ' JOB NO.: 2646 Easement Detail C: 1" = 50' INDEX DATA GL1-GL2-NW 19, T21N, W, WM SURVEY FOR: Wynstone Properties, L.L.C. 6905 Ford Drive NW Gig Harbor, WA. 98335 KING COUNTY, WAS HINGTO N SHEET 4 OF 6 '.- i N00'06'01"E 801.93' SEE EASEMENT I DETAIL B H En H wU-nWZW Q Q F- Z �- �cn ¢ooa am�w WYNSTONE VOLUME/PAGE cv � C9'C Cy tD ` C3 CU 0.00' - L16 I _3Uj �\ awi- c+ \ �T cccza I �_ co \� �aW m I w cn JA �g co 0 q* W z Z �w ; G Vs vwi C> I.-aw„ i � /� W � W i 0 S13 I lc SCALE 1" _ kAo�,, (` / u <zz I O c��2ooa � oaa �oti�o \ QS_. 0 CITY FILE NO. 08-100695-00-SU CURVE TABLE: LINE ARC DELTA RADIUS C1 146.75' 33'37'55" 250.00' C2 65.86' 37'44'04" 100.00' C3 90.82' 52'02'16" 100.00' C4 749.89' 92'23'57" 465.00' C5 163.57' 20'09'17" 465.00' C6 13.29' 7'36'56" 100.00' C7 184.99' 21'11'55" 500.00' C8 39.28' 90'00'59" 25.00' C9 114.44' 52*02*28" 126.00' CiOl 14.05' 32'12'20" 25.00' C11 254.12' 274'43'06" 53.00' C12 27.28' 62'30'45" 25.00' C13 67.21' 52'02'16" 74.00' C14 41.57' 95*15'41" 25.00' C15 629.92' 83'56'03" 430.00' CIS 41.63' 95'24'36" 25.00' C17 165.67' 11'10'50" 849.00' C18 573.60' 55'43'47" 500.00' C19 37.30' 85'29'37" 25.00' C20 43.07' 98'42'23" 25.00' C21 3.69' 8'26'53" 25.00' C22 240.39' 259'52'23" 53.00' C23 31.17' 71'25'31" 25.00' C24 7.51' 3'24'50" 125.00' C25 36.96' 84'4248" 25.00' C26 46.10' 37'44'04" 70.00' C27 129.14' 33-37.55" 220.00' C28 164.36' 33-37'55" 280.00' C29 85.62' 37'44'04" 130.00' C30 39.27' 90'00'00" 25.00' C31 140.11' 18'40'07" 430.00' C32 154.27' 9'43'27" 909.00' C331 56.16' 11-17'27" 285.00' C341 44.97' 25*45*58" 100.00' C35 57.45' 32'55'02" 100.00' C36 20.07' 11'30'04" 100.00' C37 11.83' 6'46'50" 100.00' C38 86.28' 49'25'57" 100.00' C39 10.96' 6'16'51" 100.00' C401 32.33' 14'42-12" 126.00- C41 15.23' 6'55'33" 126.00' C42 15.03' 6'50'02" 126.00' C43 42.30' 19'14'02" 126.00' C44 9.55' 4'20'39" 126.00' C45 92.66' 100-10-19" 53.00' C46 102.77' 101-31'29" 58.00' C47 11.24' 32'12'20" 20.00' C48 20.18' 21*49'05" 53.00' C49 24.75' 26'45'36" 53.00' C50 31.65' 34'12'54" 53.00' C51 52.10' 56'19'20" 53.00' C52 32.77' 35'25'52" 53.00' C53 88.14' 11'44'40" 430.00' C54 52.40' 6'58'55" 430.00' C55 50.87' 6'46'40" 430.00' C56 50.13' 6'40'48" 430.00' C57 50.10' 6*40'31" 430.00' C58 50.76' 6'45'47" 430.00' C59 62.89' 8'22'49" 430.00' C60 106.30' 14*09'51" 430.00' C61 52.49' 6'59'38" 430.00' C621 20.51' 2*43*57" 430.00' C63 45.34' 6'02'28" 430.00' C64 53.96' 6'11'00" 500.00' C65 54.02' 6'11'25" 500.00' C66 147.71' 159'40*52" 53.00' C67 14.67' 15'51'29" 53.00' C681 17.27' 18*40'28" 53.00' C69 27.22' 29'25'36" 53.00' C70 33.52' 36'13'59" 53.00' C71 61.07' 15'54'17" 220.00' C72 68.07' 17*43'38" 220.00' C73 29.55' 6'04'01" 280.00' C741 55.29' 11'31'05" 280.00' C75 55.19' 11% 7'35" 280.00' C76 23.23' 4'45'14" 280.00' C77 22.63' 9'58'32" 130.00' C78 26.01' 11*27-54" 130.00' C79 36.97' 16*17'37" 130.00' C801 85.88' 11'26'33" 430.00' C81 54.23' 7 % 3'34" 430.00' C82 17.44' 9'59'32" 100.00' C83 2.63' 1*30'32" 100.00' C84 29.66' 16'59'30" 100.00' C85 56.62' 32'26'27" 100.00' C861 203.04' 12*58'08" 897.03' C87 529.71' 33'50'03" 897.03' C88 465.62' 53*21*22" 500.00' C89 14.06' 0'53'53" 897.03' cr;ME ". 3 WO ZLL i- w ow1Z- w cc "- I-- J Q o Z ti N ESac>a (n�CD� ao T V rn � 15'----' 94.96' (n o 0 cr, o 0 w o 0 0 cr w CU Q1 N00'27'47"E 228.61' w o to $ Z I i o 0 LOWo>-o I I co 0- �_= I I LZOWo Z~Z Z" HLUZ H I I W l ['-�woczac oawow tj wUj l l ii_� 3 (n I I _I LINE TABLE. - LINE BEARING DISTANCE L1 N89'55'39"E 21.00' L2 N60'51'40"E 26.15' L3 S36'45'16"E 42.98' L4 N37'51'43"W 13.73' L51 N37'51'43"W 19.20' L6 N52'09'16"E 18.62' L7 S00'06'01"W 10.03' LB N89'56'39"E 5.00' L9 S06'46'16"W 5.17' L10 N06'46'16"E 45.59' L11 S06'46'16"W 50.76' L12 N51'34'43"E 15.82' L13 N06'46'16"E 41.91' L14 S57'07'50"E 18.37' L15 SOO*06'01"W 4.84' L16 SOO'06'01"W 16.32' L17 S52'09'16"W 16.92' L18 S52'12'27"W 42.60' L191 N89'53'50"E 2.16' L20 S52'09'16"W 19.96' L21 S89'53'49"W 46.52' L22 N69'29'20"E 16.29' L23 S89'53'41"W 2.11' L24 N44'40'40"W 24.12' L25 S65'40'55"E 13.89' L26 S86'53'26"E 10.28' L27 S86'53'26"E 7.24' L28 N86'53'26"W 3.04' L29 S33'31'36"W 5.03' L30 S34'20'33"W 5.26' L31 S00'06'01"W 8.32' L32 S00'06'01"W 8.30' L33 N00'06'01"E 1.88' L34 N52'09'16"E 15.00' L35 N52'09'16"E 15.00' L36 S52'09'16"W 7.88' L37 N00'06'19"W 9.22' L38 S52'09'16"W 15.15' L39 S61'29'24"W 47.79' L40 S34-20'33"W 26.38' L41 N39-10'41"W 33.61' LEGEND: = MONUMENT FOUND AS NOTED. = SET #4 REBAR WITH YELLOW PLASTIC CAP STAMPED "CPS INC 22338". = SET "X" IN BRASS DISC IN 4" X 4" CONCRETE POST, IN MONUMENT CASE. O = CALCULATED POSITION. G L = GOVERNMENT LOT Key Map: OF W A 38965 sf� �ISTE� �JQ Nqt L 4No EXPIRES CENTRE PIN TE ConaWlanlss, Inc., P.& 206 Railroad Avenue North - Kent, WA 98032 253-813-1901 main 253-813-1908 fax DRAWN BY D Woods CHECKED BY: S Woods DATE' Jan. 31, 2008 JOB NA)R: 2646 SCALE: NA JOB NO.: 2646 INDEX DATA GL1-GL2-NW 19, T21N, R4E, WM SURVEY FOR: Wynstone Properties, LLC. 6905 Ford Drive NW Gig Harbor, WA. 98335 KING COUNTY, WASHINGTON SHEET 5 OF 6 F. L=J VOLUME/PAGE ,t A PORTION OF GOVERNMENT LOT 1 OF THE NW 1/4 OF SEC. FEDERAL WAY, KING Detail D: 1" = 40' FUTURE LOT 34 LAYOUT 0 60 120 SCALE: 1 1) 60 34 / 33 35 Tract H .$ IVIIZIC" 32 36 CITY FILE NO. 08-100695-00-SU 31 37 WYNSTONE PLAT OF GOVERNMENT LOT 2 RNG. 4E. W.M. WASHINGTON AND A PORTION 19, TWP. 21N., COUNTY, PLAT DEPICTION 43 42 SW 340TH St 30 H. AS Q F 9 38965 p J� ds� FgI S i EQ`�' c,JQ �yA L AN4/ J EXPIRES 39 45 10 11 12 r� 13 14 �::I 15 U' a 0 A i 16 � 6 � 5 19 ` 18 4 41 20 ly. 3 40 2 / 21 ��co s� 22 25 �., 23 ` .,-a 26 Cd 29 28 27 24 H CENTRE P (INTE Consult ,1Mj' P.S. 206 2531 813-1901 main 2orth 3-813 Kent, VA 8032 908 fax DRAWN BY:C11110D BY. S Woods EDWooEds DATE. JOB NAME: 2 6 46 2008 SCALE. g „ = 60 JOB No.: 2646 INDEX DATA GL1-GL2-NW 19, T21N, R4E, WM SURVEY FOR: Wynstone Properties, LLC. 6905 Ford Drive NW Gig Harbor, WA. 98335 KING COUNTY, WASHINGTON SHEET 6 OF 6 0 POLE SCHEDULE A PORTION of the S.W. 1 /4, SECTION 19, RIB. MAT Xn/IRINr, -qi-'_I pni ii p POLE ' POLE I CIRCUIT LAMP LAMP i DIST MOUNTING! S # ID # STREET STATION OFFSET # i WATTAGE TYPE TYPE HEIGHT ARM 10 4332-1-1-1 10TH AVE. SW 3+10 33.5' LT 1 I 250 HPS M-C-III 35 16' 2O 4332-1-1-2 10TH AVE. SW 4+51 33.5' LT 1 250 HPS M-C-111 35 16' 0 4332-1-1-3 10TH AVE SW 5+93 33.5' LT 1 250 HPS M-C-III 35 16' ® 4332-1-1-4 10TH AVE. SW 7+29 33.5' LT 1 ! 250 HPS M-C-III 35 16' O5 4332-1-1-5 10TH AVE. SW 8+68 33.5' LT 1 250 HPS M-C-III 35 16' © 4332-1-3-6 12TH AVE. SW 12TH AVE. SW 9+70 11+42 33.5' RT 33.5' LT 3 2 250 250 HPS HPS M-C-III M-C-III 35 35 16' 16' 7O 4332-1-2-7 ® 4332-1-2-8 12TH PL. SW 22+04 24.5' RT 2 100 HPStM-C-III 30 12' O9 4332-1-2-9 12TH PL. SW 23+08 24.5 RT 24.5' RT 2 100 HPS M-C-III 30 12 10 14332-1-2-10 12TH PL. SW 24+11 2 100 HPS M-C-III 30 12' 11 4332-1-2-11 12TH PL. SW 24+99 28.0' LT 2 100 HPS -M-C-111 30 12' 12 14332-1-2-12 12TH PL. SW _ 26+07 7. 0' RT 2 100 HPS M-C-III 30 12' 13 ' 4332-1-3-13 SW 340TH ST 12+20 28.5' RT 3 150 HPS M-C-III 30 12' 14 4332-1-3-14 SW 340TH ST 13+47 28.5' RT 3 150 HPS M-C-III 30 30 12' 12' 15 i 4332-1-3-15 SW 340TH ST 14+97 28.5' LT 3 150 HPS M-C-III 16 4332-1-3-16 SW 340TH ST 16+40 28.5' LT 3 150 HPS M-C-III 30 12' 17 0 4332-1-3-17 SW 340TH ST 17+92 28.5' RT 3 150 HPS M-C-III 30 12' 18 4332-1-3-18 13TH CT. SW 1+92 24.5' LT 3 100 HPS M-C-III 30 12' 19 , 4332-1-3-19 13TH CT. SW 3+22 24.5' RT 3 100 HPS M-C-I11 30 12' 20 4332-1-3-20 13TH CT. SW 4+30 28.5' RT 3 100 HPS M-C-III 30 12' 21 1 4332-1-1-21 10TH AVE. SW 1+65 33.5' RT 1 250 HPS M-C-III 35 16' 22 4332-1-1-22 SW CAMPUS DR 9+40 47.5' LT 1 400 HPS M-C-III 35 16' CONSTRUCTION NOTES OINSTALL 120 / 240 VAC ELECTRICAL SERVICE CABINET NO. 4332 AT APPROXIMATELY STA 12TH AVE SW 9+85, 34' RT. FIELD ADJUST LOCATION AS NECESSARY. USE CITY OF FEDERAL WAY STANDARD DETAIL DRAWING NOS. 3-41 AND 3-45. 2O INSTALL CONDUIT AND WIRING TO PSE POWER SOURCE. COORDINATE WITH PSE FOR SERVICE HOOK-UP. TOWNSHIP 21 N., RANGE 4 E., W.M. RUN NO. CONDUIT CONDUCTORS 1 1-2" PVC (SCHEDULE 40) 2 - 8, 1-#8 BARE 2 1-2" PVC (SCHEDULE 80) 2 - 8, 1-#8 BARE 3 2" PVC (SCHEDULE 40) 2 - #8, 1-#8 BARE 4 2" PVC (SCHEDULE 40) 2 - #8, 1-#8 BARE, 3-#12 PHOTOCELL 5 2" PVC (SCHEDULE 40) 2" PVC (SCHEDULE 40) 6 - #8, 1-#8 BARE, 3-#12 PHOTOCELL SPARE 6 2" PVC (SCHEDULE 40) 3 - #6 POWER 7 2" PVC (SCHEDULE 80) 4 - #8, 1 - #8 BARE 8 1-2 PVC (SCHEDULE 40) PULLCORD (FUTURE 2 - #8, 1 - #8 BARE BY OTHERS) 3O INSTALL 18" STOP LINE AT STA 21+38 PER CITY OF FEDERAL WAY — _ _ — — —NORTH LINE GOVERNMENT LOT 2— STANDARD DETAIL DRAWING NO. 3-20. — — — — — — — — O4 INSTALL 18" STOP LINE AT STA 11+37 PER CITY OF FEDERAL WAY STANDARD DETAIL DRAWING NO. 3-20. r,PKIPPoi nin-r�c LIGHT STANDARDS SHALL BE IN ACCORDANCE WITH CITY OF FEDERAL WAY STANDARD DETAIL DRAWING NO. 3-39, LUMINAIRE POLE. CONDUIT AND WIRING SHALL BE IN ACCORDANCE WITH CITY OF FEDERAL WAY STANDARD DETAIL DRAWING NO. 3-40, UNIFORM LUMINAIRE WIRING DETAIL. LUMINAIRES SHALL BE 240 VAC. 4+54.5 25:1 ASPHALT TAPER N g HALF MOTH STA 4t86,3 BEGIN 25:1 ASPHALT TAPER END 6' HALF MOTH/ I fRR O YIII.0 I:tXK:. SNGW INSTALL H I END SIDEWALK AT INSTALL SIDEWALK R 1+69.4, 18' LT BEGIN 25:1 ASPHALT 5O INSTALL 18" STOP LINE AT STA 1+36 PER CITY OF FEDERAL WAY LDNeNAIRE � STANDARD DETAIL DRAWING NO. 3-20. UGHTJ-BOX / c oo e CI 9+78 \X NEW . GU CONNECT 50ENALX Ott ,$.. _— - ` 8 ETO 70sTm SI or s a9OEWAIX & 44 :N 1r 6 V O INSTALL 30 X 30" R1-1 STOP SIGN PER CITY OF FEDERAL WAY,` M^ ^°� STANDARD DETAIL DRAWING NOS. 3-51, 3-52 AND 3-53. �� %j \ �� : •? -- — TALL 2 axm CUT a IXtI�ERAY TO ` 43 I I \ h 42 I 41 •� o 1 OINSTALL 30" X 30" R1-1 STOP SIGN WITH STREET NAME SIGNS PER CITY �� ` 'ice ` / o _ 10 OF FEDERAL WAY STANDARD DETAIL DRAWING NOS. 3-49, 3-50, 3-51, \ ry Aim I a/ 20 o� 9+19.82 12th AVE- y ,D '� `max Q�xo`O' 1+00.00 SW 340th ST= 3-52, AND 3-53. __ �F — O° 1 0 1+00.00 12th 3L 18 ---- 8 INSTALL RAISED CROSSWALK AND SIGNS AT STA 15+12 PER CITY OF 4 0 IRCUIT #2 RMfP FEDERAL WAY STANDARD DETAIL DRAWING NO. 3-27. \��, 9x / 35 I 3 \ es (SEE -7 2 Pais (\:. \�>� ✓!i 1 - .5 3s \" \ �� ! �O / 9 INSTALL POURED IN PLACE CEMENT FOUNDATION PER $ �;�.r �.,y PLAT BOUNDARY ( 36 I 37 I 38 40 �X I X —STA 6+�3s I 39 I 5 ° 1 MANUFACTURER'S RECOMMENDATION AT 2' FROM EDGE OF TRAIL AT �, -' s ° " � STREET NAPE scN w/ STOP sTw'T INSIDE OF TRAIL BEND. INSTALL 42 HIGH VANDAL -RESISTANT I I I I HCP RAMP__ 7 ' VI (SEE 8X (SEE OETAR) STREET NAME SIGN SfCP � LIGHTING BOLLARD WITH 240 VAC, 70 WATT HPS LAMP AND 140° - I 00 HOUSE -SIDE SHIELD. CONTRACTOR SHALL SUBMIT MANUFACTURER'S I I ;A �°""� 8 �; 6 �` 21 DATA FOR BOLLARD TO OWNER FOR APPROVAL. I I �oo� ' ;' ; ��` a a —--------- -- - - — 13 2 10 INSTALL 30" X 30" W14-1 DEAD END SIGN PER CITY OF FEDERAL WAY 34 R \o° < 3 SS W I _ -- � �� GET 3 ,� ° 3 STANDARD DETAIL DRAWING NOS. 3-51, 3-52 AND 3-53. I 17 -1-00 - - SW 340th ST �,6, CI C IT #3 °o 6 PVC ROOF DOWNSPOUT -- 5' LANDSCAPE TRACT 24aa — 22 .... MAINS � N �6+00 ipdp0 ..� LEGEND I I 33 I _5 00 4+00 j 2+54. 5 3 9th= SIGHT DIS 'ANCE = L , 3 1 +00.0 13th CT 36i.9 �' 1 TRIANGE LIN -° EXISTING LIGHT STANDARD, ARM AND LUMINAIRE _ \ \ ,< �<��Q AND ELL — - o 3 RAM sr~ Hal WATER LE 4 R^�r4. �. 4 BOLl//m5 (2 fIZ!E BOTTOM: 5 6' PVC ROOF DOWNSPOUT ``--- TAPERED ROUND ALUMINUM LIGHT STANDARD, ARM AND �� sµz�R. 32 25 DRAINS TRENCH 16 1 \ 1 LUMINAIRE PER CITY OF FEDERAL WAY DETAIL 3-39 I �CT B - DRNNS ROOF DOWNSPOUT 3 3 1 26 23 —\ \ 31 N 30 29 ® TYPE 1 JUNCTION BOX, WSDOT STD. PLAN J-11a (ALT. 2) i 36IE' \� = ,D�EA971Kt 28 ``Y °° 763.0 \ PEOM M Kim 27 ' p TYPE 2 JUNCTION BOX, WSDOT STD. PLAN J-11 a \ PVC ROOF DOWNSPOUT \�\ \ DRAINS + 4.15 12th \ _ % — - BOUNDARY LINE ® ELECTRICAL SERVICE CABINET ` - — — — — 2 4 —' — — — '1 GRAPHIC SCALE O CONSTRUCTION NOTE I rA-' TA-3 — — — — — - — — — — I—s 0— so— _ 10_� zoo TA- 2 SN58 101274 MADM PVC CONDUIT I �GASPHALT PATH. I _ TA-4 --� END E%I511NG STREET — � TA-6 SIGN 1 POLE NUMBER I TA-5 j I ( IN FEET) ----- � O \ I 1 inch = 50ft. / � \ WIRE NOTE I ?' i TA-7 � �-10 ' � I ,1 10+00 CAMPUS DR.= 1+00 10th AVE. SW ENO OURS, UJ17a & SSKWAIX (0 1 UNE). BEGIN ASPHALT, & SWJEWALX T 77+74 ENO SIDEWALX T AND CONK COSTING WEWALK. �)UTCH GRAN 7+56 --- END ASPHAL� TAPER, E \ \TEl\,1`OY� \ LUMINAIRE \ REVISIONS: ti I-- LL Vo ' M 0 Z � o 0 Lu o o p C 00 LLJ a' 0 0 L L6 vNv O N Z Q Z Y o Q� z 0 Q W z (D ff O z Lu °- — w CO z z z z _ J z F- a W 0 CO �0 G � OK �Lj SSMH RIM-25&34 _ 00 o �o b � PERMIT NO. 05-103031 -OOEN APPROVED DATE FAQ' AUG 2 2 2006 CITY OF FEDERAL WAY BUILDING DEPT, FOUNDATION, LIGHT STANDARD, LUMINAIRE AND WIRING TO BE Xll,. 2C8 INSTALLED BY ADJACENT 1.9)DEVELOPMENT A1X 0 PLAT LINE (TO BE OINTIMIE➢ BY PLAT OF CAMPUS CREST) 00 (� ��`ZN O [ oQ a W vo= ZE z/ Q O Z 0 U DATE: 8/15/06 SCALE: 1 = 50' DESIGN BY: JTH DRWN. BY: JTH/RS/BD APP. BY: DHE JOB No. F086405 SHEET OF REVISIONS: A PORTION of the S.W. 1 /4, SECTION 19, TOWNSHIP 21 N., RANGE 4 E., W.M. 20 0 20 40 scale feet ___-------- - -- --—_ \ - - ___---- 10th AVE SW-- _ ` PRINCIPAL COLLECTOR--, NOTE: LIGHTING LEVELS WERE CALCULATED USING AG132 VERSION 1.66 SOFTWARE. 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(j)Q�N O w �c C:) rr) Ct: Lr) W � w�m� a_ Q u> U o = o�'�D Llj o V) W z Q 0 t- z 0 U DATE: 8/16/06 SCALE: 1 tt = 20' DESIGN BY: JTH DRWN. BY: .JTH APP. BY: DHE JOB No. F086405 SHEET 1 OF 3 , O � po 0 o p a 4-- �❑ o p� O° W �` W CO i \ .po po po p �° p° o°'O c O° pa c'.p❑Ul - A .t�� rnrn �I \ o "d A PORTION of he S.W. 1 /4 SE TION 19, \ p p°E ° / ,; . \ ti ❑ pa pv O° O� o° O O° O° O° o° O° O° p❑ ❑ �i \ o- j\m_° p° p° p° TOWNSHIP 21 N., RANGE E., W.M. W w w w w A W W N W X. 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J,0 0. 0.7 0,6 ° '0 4°.5 ° .7 �1.4 1.2 1. 0.8 0, / -�� v v ❑ v v v / 6 - 1.6 2.0 2.3 2.3 2.1 19 1.2 /= 1 9 1.2 °.8 2.5 22,9 8 0 1.4 1 2.8 0 1.5 v p v ❑ v ❑ a p ❑ ❑ p ❑ v ❑ v ❑ v p ❑ p v ❑ d a / 2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.4 , a . 4. - d ------------------------------- ----------------------------------------------- I CEIVE AUG 2 2 2006 CITY OF FEDERAL, WAY BUILDING DEPT, U Z V ) W o N C`'i W U N O`� c" `^ >Q �VJ > VJ � OD O � � Z N Q o `- � � r' W 0 N ONO Z ao Lo- n/ Z LL N N p R J P'� O a4A b.0 Ha,w o � O /%6 b1S O OFF e� w CL a X W U w O a v J L-Li_ rn uj LLJ I Q, v)ct�QN O C w n- o Q w W UC) p CL :z O ( -) n w Z O F- z O U DATE: 8/16/06 SCALE: 1" = 20' DESIGN BY: JTH DRWN. BY: JTH APP. BY: DHE JOB No. F086405 SHEET 3 OF—3 SIGNAL PHASING DIAGRAM I'm M PEDESTRIAN MOVEMENT SIGNAL FACE SCHEDULE R O 12" R 12" R O 12 Y 0 0 Y 12" Y O 12 G O O PEDESTRIAN HEAD NO. G 12 G O 12" Y -� 12" 64, 65, o 0 EX. 23, 24, HEAD NO. HEAD NO. 43, 44, 84, 11, 51, 52 G O 12 85 " 63, 81, 82, 83 EX. 21, 22, 25, HEAD NO. 41, 42, 62 45 NOTES: 1. ALL VEHICLE SIGNAL HEADS SHALL HAVE BACKPLATES AND TUNNEL VISORS. 2. ALL VEHICLE SIGNAL HEADS ON MAST ARMS SHALL USE TYPE M MOUNTING, EXCEPT HEAD 63 SHALL USE TYPE N MOUNTING. 3. ALL VEHICLE SIGNAL HEADS ON POLES SHALL USE TYPE K MOUNTING, EXCEPT HEADS 52 AND .83 SHALL USE TYPE H MOUNTING WITH A 45° POLE ATTACHMENT POINT ANGLE. 4. ALL PEDESTRIAN SIGNAL HEADS SHALL USE TYPE E MOUNTING. 5. ALL SIGNAL HEADS SHALL BE LIGHT EMITTING DIODES (LED). — . PROTECTED VEHICLE MOVEMENT PERMISSIVE VEHICLE MOVEMENT OLA OVERLAP A (04, 01 SB RIGHT TURN) PREEMPTION SCHEDULE CHANNEL PHASE(S) A 2+5 B 4 C 1+6 D 8 SW CAMPUS DRIVE D I, I'-. a• .14 DD I D D I I 1 j '/ ■ 124 D D 4B1 C4A 81w82 D 100 12+00 _ _ 11+00 , _Z X0\ — I UA2�� 6A4 6A i6A D ° D D°I SD I --I P► 222 I � I EV-A1 ►21 51�� o ° D EXIST. SIDEWALK ° 10 L D TRAFFIC -SIGNAL WIRING-SCRE U E =- - --- - - - D °- - D p D \ D D 9 �D Run Raceway/ Conduit Preempt Veh/Ped Veh ower Ilumination "e 2CS 3C(SH) 8C 5C 5C #8 #8 1 2„ 1 2 2„ 3 3 MASTARM* 1* 2 4 2 2 5 2"* 3 1* 1 6 MASTARM* 1* 7 MASTARM* 1 * 1 8 MASTARM* 2* 211* 1* 1* 1* 9 2 „* 1 3 1 3„ * 6* 2* 1* * 1 4 2* 10 2"* 3 1 1* 2 11 MASTARM* 1 12 MASTARM* 3"* 2* 1 * 1 *1 13 1.5"* 2* 3 14 1.5"* 4*, 2 15 MASTARM 1 16 MASTARM 1 1 17 MASTARM 1 2 2" 1 2 3 18 2" (SPARE) 2„* 4* 2* 19 2 2 1 2 3 3"* 4*, 2 3*, 1 1* 1 *, 2 2* 3"* 10* 1* 1* 2* 1* 20 2„* 3 1 4 2 1.5"* 2* 21 1.5" 1 * 1 22 1.5" 1 *EXISTING 11 C) PC �i 1 +07.05 LEGEND EXISTING EXISTING TO BE REMOVED TO REMAIN NEW * EXISTING NEW - - �> -----► No. VEHICLE SIGNAL HEAD -�/ --7Z7Z-® - ► PEDESTRIAN SIGNAL HEAD REVISIONS: CY LIGHTING AND MAST ARM STANDARD r Elj WATER VALVE GAS VALVE o ( w LIGHT STANDARD L -1 HYDRANT Z_ co, w `? o Lo TYPE 1 SIGNAL POLE _ �_ CATCH BASIN 20 0 20 40 U) o 00 MANHOLE W °' o OR �y ® TYPE 1 JUNCTION BOX, _ J 1 1 a o O TIMBER UTILITY POLE Q Q� N N scale feet ❑ TYPE 2 JUNCTION BOX, J-1 1 a INDUCTION LOOP _ V z z TYPE 3 JUNCTION BOX, J-1 1 a O VEHICLE DETECTOR O N �, ■ -■ PREEMPTION DETECTOR (EVPE) CONSTRUCTION NOTE U) Z of - _ - CONDUIT WIRE NOTE Q o Y CONTROLLER CABINET O1 Q SIGNAL STANDARD NO. AND NOTE' SERVICE CABINET =' ' �, k c � G= l / z��'j r o _ �C Z W " �\` CL — r_ r i y _� � z — v � � z SW CAMPUS DR Z m m rn.% z z 1 STATION 10+00 = � U, cn 10TH AVE SW _�� D �� ,\\ � a� -i z � 4 STATION 1+00 _ = i = _ /! p 2B a W ` i — -- ° i ° ° � + _ _ _ _ 17 /// M D r c / Q O O — D D � y{// - DD � D D ° ° _ — I ' // 9 -- D /. /W JCL U1 0o Q o i C— 20 B3 __ A4 21 zz- Of 2B1B 15- ° 2A319 7 = — —Co co co - i w J 17 i Q Q- 6 1-- -- 2 18 _ _ ,o TRlpo - 2 2 2 °° E -A2 V C)J INSTALL THERMOPLASTIC CROSSWALK LINES PER PER CITY OF FEDERAL 8 WAY ST lk -' - �. - - -> -_ _ �. --- _ _ _ _ _ _ _ - - __ �----- ANDARD DETAIL DRAWING N0. 3-20. � � U i-- _.,8. 7 G i �- _ _ - - CONSTRUCTION NOTES 12 INSTALL 18" STOP LINE PER CITY OF FEDERAL WAY STANDARD DETAIL L-Li DRAWING NO. 3-20. Q INSTALL SIGNAL HEAD ON EXISTING SIGNAL STANDARD MAST ARM. D° D 12 3 REMOVE EXISTING STREET NAME SIGN AND REPLACE WITH D3-302 Q 13 EXTEND EXISTING 18 STOP LINE PER CITY OF FEDERAL WAY STREET NAME SIGN. STANDARD DETAIL DRAWING NO. 3-20. U 2 REMOVE EXISTING VEHICLE SIGNAL HEADS AND INSTALL NEW VEHICLE o SIGNAL HEADS AND 30X36R3-5R SIGN ON EXISTING SIGNAL 14 OVERLAY EXISTING TYPE 2L PAVEMENT ARROW WITH TYPE 3L o "" ' . PAVEMENT ARROW PER CITY OF FEDERAL WAY STANDARD DETAIL STANDARD MAST ARM. INSTALL VEHICLE SIGNAL HEADS, PREEMPTION DRAWING NO. 3-21. Az i�1. DETECTOR, PEDESTRIAN SIGNAL HEAD AND PUSH BUTTON ASSEMBLY ON 6 EXISTING POLE. 15 INSTALL TYPE 2L PAVEMENT ARROW PER CITY OF FEDERAL WAY o D�. 1 O STANDARD DETAIL DRAWING NO. 3-21. 1 1 1 O3 REMOVE EXISTING 5-SECTION VEHICLE SIGNAL HEAD, R10-12 SIGN 1 N 1 7 - AND STREET NAME SIGN. INSTALL NEW VEHICLE SIGNAL HEADS AND INSTALL 4" D3-302 STREET NAME SIGN ON .EXISTING SIGNAL STANDARD MAST 16 WHITE EDGE LINE PER CITY OF FEDERAL WAY STANDARD � � � DETAIL DRAWING NO. 3-17. �I I,[) ARM. INSTALL PEDESTRIAN SIGNAL HEAD AND PUSH BUTTON w Z o I ASSEMBLY ON EXISTING POLE. 17 00 INSTALL DOUBLE YELLOW CENTER LINE PER CITY OF FEDERAL WAY Z ``1( --- - - ---- STANDARD DETAIL DRAWING NO. 3-17. co ec N D \ O4 CONSTRUCT FOUNDATION AT 10TH AVE SW STA 0+37, 28.5' LT. o 1 1 �``7-� INSTALL TYPE III SIGNAL STANDARD, VEHICLE SIGNAL HEADS, 1 g INSTALL LANE LINE PER CITY OF FEDERAL WAY STANDARD DETAIL � o �'"� \` .. N PREEMPTION DETECTOR, 30"X36" R10-12 "LEFT TURN YIELD ON O DRAWING NO. 3-18. _, N ', o � O CQ 1.1 GREEN BALL" SIGN, D3-101 "SW CAMPUS DR" SIGN, TERMINAL W Q CABINET AND 250W HPS M—C—III LUMINAIRE WITH PHOTOCELL AT 35' 19 INSTALL WIDE LINE PER CITY OF FEDERAL WAY STANDARD DETAIL w W v = MOUNTING HEIGHT ON 8' MAST ARM. DRAWING NO. 3-18. RECEIVED 46 5g o o � — \ \ \� \\ REMOVE z 4 -\ ,\ O INSTALL 6 TYPE 3 INDUCTION LOOP VEHICLE DETECTOR PER WSDOT 20 E EXISTING LANE LINE. AUG 2 2 2006 o Q A \ STANDARD PLAN J-8c. REMOVE EXISTING DOUBLE YELLOW CENTER LINE. CITY FEDERAL >AtA BUILDING DEPT. z I A, O INSTALL 6 TYPE 3A INDUCTION LOOP VEHICLE DETECTOR PER WSDOT o STANDARD PLAN J-8c AND CITY OF FEDERAL WAY DRAWING N0. 3-44. \ \ �� °•\�� 22 INSTALL CONDUIT INTO EXISTING JUNCTION BOX. PULL EXISTING 3C(SH) BACK INTO JUNCTION BOX, THEN REROUTE THROUGH NEW DATE: 08 15 06 \ ` 5 \ \ 7 EXISTING LIGHT STANDARD, LUMINAIRE, CONDUIT AND WIRING TO BE CONDUIT TO RELOCATED PREEMPTION DETECTION ON NEW LIGHT „ , STANDARD. scA�E 1 — 20 0 \ REMOVED BY PSE PERMIT NO. 05-103031 —OOEN A �8 LIGHT STANDARD AND LUMINAIRE TO BE INSTALLED BY ADJACENT \ 0 DEVELOPMENT AT STA 8+21. RELOCATE EXISTING PREEMPTION DETECTOR TO NEW LIGHT STANDARD TO BE INSTALLED BY ADJACENT DEVELOPMENT AT STA 7+02. APPROVED RELOCATE EXISTING JUNCTION BOX TO BEHIND NEW CURB. ADJUST OR EXTEND EXISTING CONDUIT AND WIRING AS NECESSARY. DATE DESIGN BY: JTH DRWN. BY: JTH BD APP. BY: DHE JOB No. F086405 SHEET / S— I OF 2 REVISIONS: 00 314" CHAMFER, NO CHAMFER IN PAVED AREAS ANCHOR RODS AND PLATES PER MANUFACTURERS RECOMMENDATIONS (4 EA) 2"NOM. GROUT PAD WITH 112" DRAIN HOLE FLUSH IN PAVED AREAS I" MIN.-2" MAX. J CLASS "3000" CONCRET E J NO.4 RD OR SQ. HOOPS AS REQ'D AT 1'-O" CENTERS Ld e 2-112„ CLR. ~ 8 NO.7 BARS EQUALLY SPACED P: WIDTH OR DIAMETER PER POLE SCHEDULE TABLE DETAIL FOUNDATION NO SCALE GENERAL NOTES TYPE PPB PPB POST 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE SPECIAL PROVISIONS, THESE PLANS, THE CITY OF FEDERAL WAY DEVELOPMENT STANDARDS, THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION AND THE WSDOT STANDARD PLANS. 2. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY. FOR UTILITY LOCATION CALL 1-800-424-5555. 3. INSTALL ALL TRAFFIC SIGNAL MATERIALS SHOWN ON THE PLANS, EXCEPT AS NOTED. ALL MATERIALS SHALL BE NEW AND OF THE BEST AVAILABLE GRADE OR QUALITY, EXCEPT AS NOTED. 4. ALL WORK SHALL BE CONSISTENT WITH AFFECTED UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT ALL PERTINENT UTILITY AGENCIES 48 HOURS BEFORE COMMENCING WORK, AND SHALL COORDINATE THL WORK WITH UTILITIES THROUGHOUT THE PROJECT. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND THE CITY IMMEDIATELY UPON DAMAGE. 6. THE CONTRACTOR SHALL NOTIFY THE CITY OF FEDERAL WAY AND COORDINATE DATE AND TIME OF WORK FOR INSPECTION PURPOSES 48 HOURS BEFORE COMMENCING WORK. 7. EXISTING EQUIPMENT IS TO REMAIN OPERATIONAL DURING INSTALLATION OF NEW EQUIPMENT. CHANGE OVER TO NEW EQUIPMENT AND FOUNDATIONS SHALL TAKE PLACE BETWEEN 9 AM AND 3 PM MONDAY THROUGH FRIDAY UNDER THE DIRECT SUPERVISION OF THE CITY OF FEDERAL WAY CONSTRUCTION SUPERVISOR. UNIFORMED POLICE OFFICER SHALL DIRECT TRAFFIC DURING THE CHANGE OVER. 8. SALVAGED MATERIALS SHALL REMAIN PROPERTY OF CITY OF FEDERAL WAY AND BE DELIVERED BY CONTRACTOR TO CITY SHOP LOCATED AT ------------------------------- FEDERAL WAY, WA. 9. SIGNAL HEAD NUMBERING AND WIRING NUMBERS SHALL BE CHANGED WHERE NECESSARY TO MATCH THESE PLANS. POLE SCHEDULE TYPE PS PED. HEAD STANDARD TYPICAL E1 SIGNAL ARM ATTACHMENT POINT -\ 0 II >G F2] � � 9 �F 1 O 00 c O TYPE 1 VEHICLE HEAD STANDARD DEGREES CLOCKWISE TO TYPICAL ATTACHMENT POINT FROM 0' POLE ORIENTATION ANGLE (POA) DEGREES CLOCKWISE FROM OFFSET LINE TO 00 POINT lz al 'I ALL HANDHOLES 18C'7�� I AT 1800 v 270° BASE PLATE 0 �\ �---LOCATION STATION PLAN VIEW DETAIL POLE ORIENTATION AND ATTACHMENT POINTS NO SCALE ALL DIMENSIONS AND ORIENTATIONS SHALL BE FIELD CHECKED BY THE ENGINEER PRIOR TO INSTALLATION. 87 85 82 83 B17 Q b a B4 c 2] ------ VERTICAL CLEARANCE MINIMUM 16'-6" MAXIMUM 19'-0" f Fol POLE C DI D B6 87 gg B10 o b b nb CONTRACTOR TO CONFIRM ELEVATIONS u FOLLOWING INSTALLATION, AND G PROVIDE APPROPRIATE MOUNTING 9 (L OR AlAS N - a F or P2 b G ECESSA R Y TO ACHIEVE CRITERIA. H I Ht!�>-F21 o 1 I O N LIMITS OF VERTICAL CLEARANCE REQUIREMENTS i 11 00 ROADWAY TYPE 11 MAST ARM SIGNAL STANDARD LEGEND a VEHICLE SIGNAL HEAD b SIGN c STREET NAME SIGN SEE APPENDIX IN SPECIAL PROVISIONS d PRE-EMPT DETECTOR AND LIGHT f LUMINAIRE 9 PEDESTRIAN SIGNAL HEAD h TERMINAL CABINET j PEDESTRIAN PUSH BUTTON ASSEMBLY, AND SIGNS HANDHOLE TYPE 111 COMBINATION LI GH T71JG AND MAST ARM SIGNAL STANDARD CO I ; o N 2'- 0 ' I MIN j CURB OR EDGE TYPE SD OF SHOULDER SPECIAL DESIGN F NOTE: MOUNTING COUPLINGS INSTALLED BY FABRICATOR AT OFFSET DISTANCE INDICATED IN POLE SCHEDULE TABLE. F2 FIELD INSTALLED. PERMIT NO. 05-103031-OOEN APPROVED DATE ad I o r` I- V N N Z 0 LO V) M p r c000 o� W 00 00 E ¢ Uri ui >Q O N Z Y W Q Z Y o c_ G z 0 Q� � z I- _ 0 z W 0- - W cn z z z z _ Q Q � z 0 GGRR� 00 G (0 o0 �o �bp S 0 ui a w W J �J Z C� w W CL � J �C C� C� U Q a LO LO LO Ll WTI cl- CEIVED O w o -� �<Qct�n 62 AUG 2 2 2006 C) m 0 CITY OF FEDERAL WAIF w � U N BUILDING D o �Ll STD NO 0 FIELD LOCATION TYPE MOUNTING HEIGHT(FT)OFFSET SIGNAL MAST ARM DATA LUMINAIRE ARM(FT) POLE ATTACHMENT POINT ANGLES (DEG) FOUNDATION DEPTHS(FT) NOTES DIST.(FT) (Z) (POLE g TO ATTACHMENT PT.) WINDLOAD AREAS (SQ. FT) (X)(Y) (X)(Y)(Z) TOTAL (FT) S TA TION OFFSET(FT) L T R T POA Al A2 B 1 B2 B3 B4 B5 B6 B7 B8 B9 B 10 B 11 B 1 B2 B3 B4 B6 B7 B9 B 10 B 11 C El E2 D F G 1 62 H If 12 3'RD 4'RD 1 * 10+46.5 39.5 x 0 ll 35 31 * 26* 19* 12* 9.2 9.2* 9.2* 18 998 0* 7* 2* 10+39.5 37.5 x 90 ll 35* 26 23* 29* 16* 9.2* 7.5 9.2* 12* 921 8 0* 45,180 90 180* 135* 0 270* 7* 3* 9+52.5 37.0 x 0 ll 36 24* 12 6 9.2 9.2* 9.2 18 770 0* 180* 90* 180 135* 0* 270 7* 4 0 + 37 28.5 x 0 111 18.5 35 17 20** 9 13 4 9.2 7.5* 9.2 12 437 0 0 135 7 6 EPT,4Q) 0 Q U Z 0 0 DATE: 8/15/06 SCALE: NONE DESIGN BY: JTH DRWN. BY: JTH/BD APP. BY: DHE JOB No. F086405 TLAIJ!l1Vh ry Iur L o r vl) L SHEET / S- 2 OF 2 GRAPHIC SCALE u p zo au ,o0 2C 0 No mm i IX 20 Fix. \ mommW 7 ��--� ID it t W ISM II�t16.M 3" \I I \ 2 t ,r m it r m E ,r ►1Q !r�!]J7 t it it ADO 14n3V.e7 01-TOW 2 [,r rw rhTns. era r pw O W.M t,r n m E ,r rA E,r.w w„c„ i. i 1�1 r �I 1 .. I �I s `�' ' • %ate fSYSTEM . I= o -• 'Q i ' I I ' a4' A PORTION OF SEC. 19, TWP. 21 N., RGE. 4 E., W.M. BREAKLINE SEE SHEET C5 FOR CONTINUATION Inn�� r`' � `�` `• r��i,� `'!'.®�na�� s�.e�c�s ��' �. , err � ► _ • "sW1 115 'ter - i •,, •w�j " �1 •�1_ A c �►..• \ . :� ��``� \- is + [ � W 1► ��---'`'�°l@ilk►NO INO, t'+.—�►="'�8:_�'�li"',-...�.� ♦ �� 1 -. r1►�low "ma- 07 \ 22�\ap 4v CIO 58 o / / / u 395 39 li / / �♦ r Y OL AW W.T / ♦ / / / / ♦/ 20 / l tl I- II i , f / .' / ,! T�'hTa'l./fIX .\ O\:7;�-.=�.#`"....•.. .,-.' ' ��k�'.'.'( i / � / \ \ Y / .. r" 70 CD / /// it E / !I 5 / ittl 17 IL XX f5 �v N J ( IN FEET ) 1 inch = 50 ft. 0 00 0 0 0 0 04 �r- d\- N 5 w w w Cy-= C)� a w CL ua10-41\I�0 <1 �V c2 N 7 up N C9 ^\ (n W 6'n pRpF W a � � C) I 00 0)00� V � Ln c� lz o� Y J CONTRACTOR NOTES 1. ALL LOT ROOF DRAIN SYSTEMS SHALL BE TIGHT LINED TO THE STORM DRAINAGE SYSTEM. THE ROOF DRAIN SYSTEM SHOWN IS A RECOMMENDED SOLUTION. AT A MINIMUM THE ROOF DRAINS SHALL BE 6"0 0 0.50% MINIMUM SLOPE. PROVIDE CI EANOUTS ON ALL BENDS 45' OR GREATER AND EVERY 100' -� ALONG THE ROOF DRAIN LINES, PER SECTION 707 OF THE Q- UNIFORM PLUMBING CODE. 0 2. ALL ROOF DRAIN STORM STUBS SHALL HAVE A 5' HIGH, 2" c 0 x 4" STAKE MARKED "STORM". 0� G. M W 3. INSTALLATION OF YARD DRAINS MAY BE REQUIRED TO �C \ z ENSURE POSITIVE DRAINAGE AROUND PROPOSED BUILDINGS. IF r C� . 5 NECESSARY, CONNECT YARD DRAINS TO PROPOSED ROOF DRAIN !!v. 1'' Z SYSTEM. 4. ALL DRIVEWAYS SHALL DRAIN TOWARD STREET SYSTEM Q� ? a AND/OR BE COLLECTED AND TIGHTLINED TO THE STREET STORM U © Q !A = a DRAINAGE SYSTEM. 5. CEMENT CONCRETE DRIVEWAY APPROACHES SHALL BE O CONSTRUCTED FOR EACH LOT PER CITY OF FEDERAL WAY STD. n DWG. 3-6. CONTRACTOR SHALL COORDINATE LOCATION OF Q', o a DRIVEWAY APPROACHES PRIOR TO INSTALLATION OF CEMENT q CONCRETE CURB AND GUTTER. o N o -� 6. CEMENT CONCRETE CURB AND GUTTER SHALL BE INSTALLED U a N PER CITY OF FEDERAL WAY STD. DWG. 3-4. C..) 7. CEMENT CONCRETE SIDEWALKS SHALL BE INSTALLED PER CITY OF FEDERAL WAY STD. DWG. 3-12. 8. A MINIMUM OF 6" VERTICAL AND 3' HORIZONTAL CLEARANCE ' (MEASURED OUTSIDE TO OUTSIDE) BETWEEN STORM DRAIN PIPES AND OTHER UTILITY PIPES AND CONDUITS SHALL BE MAINTAINED. li�- VERTICAL DATUMh,: NGVD 29 PER CITY OF FEDERAL WAY U o +; d U Designed: CES CITY OF FEDERAL WAY Drawn: CES PRECONSTRUCTION/INSPECTION Checked: JJJ TEL. No. (253) 835-2700 PERMIT NO. 05-105180-00-EN Jot No.: 09/15/05 CITY OF FEDERAL WAY cc Sheet No APPROVED BY: DATE: CITY OF FE E BUILDIN r 6 6 of 29 Sheets CAMPUS ;CREST GRAPHIC SCALE 20 0 10 20 40 A PORTI� MATCHLINE STA: 36+80 - SEE SHEET C13 FOR CONTINUATION 77, CB#87 - TYPE 1 W/ VANED GRATE—� 36+10.0, 17.25' (R) CEMENT CONCRETE CURB — TRANSITION TO CEMENT CONCRETE ROLLED CURB SEE DETAIL 9 SHEET C31 (TYP) X 1 D / -'6 `` PROPOSE ASPHALT PAVEMENT PATCI \ // / - CONNECTING TO EXISTING PEDESTRIAN AND TO BAC F PROPOSED SIDEWAL (TYP). TRANSITtQN ASPHALT GRADE BETWEEN NEW SIDEWALK & EXIST. ASI P*TH'"A .. �5% GR REMDE. VE EXIST. TRAIOL PAVEMENT Z6� / // CEMENT CONCRETE CURB EX. SSMH / / // �F� / / ; AND GUTTER PER CITY RIM 388.64 //�/ / STD. DWG. 3-4 SHEET 42 CHANNEL NPIPE LI ES // \ / // \ C27 (TYP) \ / / \\ / / CB 8 -TYPE 1 SSMH WED GRATE RIM=393.32 36+1 . \17.25' (R) IE 10" PVC N=383.52 \ I E 10" PVC S= 383.47 UDDER ON W \ \ / EXIT/ zor 4 / \\ :Z� EXIST. CB \ PLAN VIEW 10th AVE. SW 00 PROFILE VIEW SCALE: CD HORIZONTAL: 1 "=20' 00 VERTICAL: 1 "=5' �p 400 390 380 370 co 0C r7 1 DO.00' VC PVI STA = 35+85 + PM ELEV = 392.10 A D. = 2.73 = w w M n EXISTING GRADE AT v; 6i ROAD CENTERLINE > > TYP 5LF12"SD0� S _ -12) @ 0.50 2.94 INISH GRADE AlO ROAD CENTERLINE 00 TYP) + c� CB 8 -TYPE 1 Q I-- W VA ED GRATE STA:3 +10.0 17.25' (L Cn RIM= 93.24 „ LLJ CB 8 - TYPE 1 `'L ED GRATE W VA � STA:3 +10.0 17.25' (R) m IE=39 .24 12" (SW) (D F— w EXISTINS GRADE AT FINISH GRACE AT ROAD GENTERLINE ROAD CENTERLINE (TYP) (TYP) DATUM E EVATION = 365.00 00 r-- cl�N LqM �0 pip M Q O o ma 0 N M CnM N r��M M M� Cd M �� r7 r)M O r CD d-r 35+20 35+60 36+00 36+40 36+80 MATCHLINE STA: 36+80 - SEE SHEET C13 FOR CONTINUATION HIGH POINT ELEV = 402.36 HIGH POINT STA = 38+32.40 PVI STA = 38+50 PVI ELEV = 407.11 A.D. _ -12.84 K = 23.37 11th AVE. SW PROFILE VIEW SCALE: HORIZONTAL: 1"=20' VERTICAL: 1 "=5' �VERTICAL DATUM NGVD-29 PER CITY OF FEDERAL WAY CALL 48 HOURS BEFORE YOU DIG 1-800-424-555 _ 7 ■ %MEN ONCRETE N PER CITY DWG. 3-12 SHEET (TYP) O Q O / U O L.� ■ U W 1 w Lw .� CN Cr> W _z ■ U F— CQ � 0()0 \ o 0 V) 0 n N w o' x w c 0 N Of V U C3�0)t�j Oj O O O l 00 N ; ►--, (.0z 6 z Q J I— CQ W CL V ry � v Z L,44, GO w z %J � Q U � 3 W V 6- �+ Y w ow m Y n LJ� (� a _ Q z Q �WU Q 00 � t+ of �N 0 N 02 (0� U +; o 0 a v Designed: C.E.S. CES CITY OF FEDERAL WAY Drawn: C.E.S. CES PRECONSTRUCTION/INSPECTION Checked: JJJ JJJ TEL. No. (253) 835-2700 Scale: 1"=20' PERMIT NO. 05-105180-00-EN Date: 09/15/05 Job No.: CC CITY OF FEDERAL WAY Sheet No.: RESUBE 1117ED--\ APPROVED BY: OCT 0 1 2008 1� DATE: E OAY Sheets BUILDING DEPT. (5) FULL HT #5 BARS AS SHOWN (2)-#5 AT TOP (4)-#5 @ 2" O.C. BOTH SIDES OF PIPE a LO Lp r� 0 0 .N N rn Q 0 0 J a VIEW A -A L� PIPE PENETRA NOTE: AT CONTRACTORS OPTION FULL HT. TYPE "A" BARS MAY BE USED AND #5 VERTS. MAY BE ELIMATED #5 @ 18" O.C. FENCE/GAURDRAIL AS REQ'D PER CODE, BY CIVIL. I TW TOP OF WALL MAY BE CHAMFERED PER OWNER � SL CLR. HORIZ. FOOTING REINF THICKNESS REINF. 1'-0" #5 @ 12" O.C. 10" #5 @ FINISH GRADE 1 TF 00 TW = TDP OF WALL 3" CLR.- TF = TOP OF FOOTING 2" CLR.- #5 @ 18" O.C., MIN (2) HORIZ BARS IN KEY. TOE U FULL HT. #5 BAR TO LAP W/ • BAR "A". ® THE 10' WALL THIS BAR MAY BE SPACED @ 12" O.C. BAR »A» *BACKFILL & COMPACTION PER SOILS ENGINEER & GENERAL NOTES ! CONSTRUCTION JT. W/ ROUGHENED SURFACE DRAIN ROCK 4"0 PERF PIPE, DRAIN • TO DAYLIGHT FILTER FABRIC 2" CLR. ' :.•. ec tee` , • r ,. •... D "':• HORIZ. FTG REINF. SEE TABLE w Y BAR "B"NATIVE, UNDISTURBED SOIL, _ GEOTECHNICAL ENGINEER TO VERIFY. STEM I_ HEEL TOTAL FOOTING DESIGN PARAMETERS WYNSTONE 1. SOIL BRG. = 2000 PSF 2. ACTIVE FLUID PRESSURE = 45 PCF 3. PASSIVE FLUID PRESSURE = 360 PCF 4. SOIL FRICTION COFF. = 0.45 5. SOIL UNIT WEIGH = 120 PCF 6. SEISMIC = 32 PEF/FT @ 0.6H SOIL PROPERTIES TO BE VERIFIED BY SOILS ENGINE=R NOTES: 1. PROVIDE CORNER STEEL @ FTG. CORNERS & INTERSECTIONS. USE #5x24%24" ELBOW STEEL TO LAP HORIZ. REINF. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND HEIGHTS PRIOR TO CONSTRUCTION. NOTIFY ENGR./ARCH OF ANY DISCREPANCIES. 3. RETAINING WALL FOOTINGS TO BE STEPPED AS SHOWN. 4. REINFORCEMENT SHALL BE GRADE 60 FOR ALL BARS. 5. CONCRETE STRENGTH SHALL BE A MIN. OF 3000 PSI @ 28 DAYS. EXPOSED CONCRETE SHALL HAVE 5% AIR ENTRAINMENT. 6. PROVIDE FREE DRAINING BACKFILL BEHIND WALL PER DIRECTION OF SOILS ENGINEER. 7. TENSION SPLICES TYPE "B" FOR ALL LAP CONNECTIONS BTWN. BAR "A" & FULL HT. BAR. WALL HEIGHT FOOTING DIMENSIONS KEY DEPTH BAR "A" BAR "B" BAR "D" TOE STEM HEEL TOTAL "T" THKNS "H" HORIZ. "V" VERT. SIZE & SPACING SIZE & SPACING "H" HORIZ. "�/" VERT. SIZE & SPACING 10'-0" 2'-6" 8" 4'-1" 7'-3" 1'-0" 2'-10" 2'-11" 3'-4" #5 @ 4" O.C. #5 @ 8" O.C. 4" 5-7" #5 @ 16" O.C. 8'-0" 1'-9" 8" 2'-10" 5'-3" 1'-0" 2'-1" 2'-2" 2'-10" #5 @ 10" O.C. #5 @ 10" O.C. 4" 4'-10" #5 @ 18" O.C. 6'-0" 1'-6" 8" 1'-7" 3'-9" 1'-0" 1'-4" 1'-11" 2'-10" #5 @ 18" O.C. #5 @ 18" O.C. 4" 4'-1" #5 @ 18" O.C. 4'-0" 9" 8" 11" 2'-4" 10" 8" V-2" 1 FULL HT #5 @ 18" O.C. #5 @ 18" O.C. 4» 3'-3" #5 @ 18" O.C. 1 RETAINING WALL AND REINFORCEMENT SCHEDULE CONTROL JOINT - 1 /2" DEEP CHAMFER (LOCATE AS SHOWN ON ELEVATION) STOP EVERY OTHER HORIZ. WIDTH OF WALL BAR AT JOINT CONTROL JOINT REINF. TO BE SAME - AS LONG. BARS. PROVIDE 24" LAP MIN. W/ LONG. REINF. 3" CLR a o 1L 1_4� MIN. DIM TO BE AS FTG. THICKN p/ TYPICAL NOTES: 1. PROJECT LOCATED IN FEDERAL WAY, WA. SOUTH OF THE INTERSECTION OF 10TH AVE SW & SW CAMPUS DRIVE. 2. SEE PLANS BY JAEGER ENGINEERING FOR ADDITIONAL INFORMATION. 1.0 GENERAL E FTG. THICKNESS TYPICAL STEPPED FTG. RETAINING WALL NOTES THESE STRUCTURAL NOTES SUPPLEMENT THE SPECIFICATIONS, ANY DISCREPANCY FOUND AMONG THE DRAWINGS, SPECIFICATIONS, THESE NOTES, AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ENGINEER, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE CONTRACTOR IS RESPONSIBLE FOR ALL BRACING AND SHORING DURING CONSTRUCTION. 1.1 CODES ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF FEDERAL WAY, WA AND: THE 2003 INTERNATIONAL BUILDING CODE (IBC), AS AMENDED AND ADOPTED BY THE CITY OF FEDERAL WAY AND THE STATE OF WASHINGTON; A.C.I. 318-02; A.I.S.C. 9TH EDITION; AWS; A.I.T.C. 2ND EDITION; AND A.I.S.I 1996 EDITION. 20 SITE WOW 2.1 SOIL DATA (SEE SOILS REPORT BY BERGMAST ENGINEERS DATED 08/18/06) FOR LOCATIONS SEE SOILS REPORT. SOIL BEARING @ CONT. SPREAD FOOTINGS = 2000 PSF. ACTIVE AND PASSIVE PRESSURES ARE 45 PSF AND 360 PSF RESPECTIVELY. WHERE GEOTECHNICAL REPORT HAS NOT BEEN PROVIDED, THE ABOVE VALUES ARE ASSUMED AND THESE VALUES SHALL BE FIELD VERIFIED. 2.2 EXCAVATION EXCAVATE FOR FOOTINGS DOWN TO DEPTH SHOWN ON DRAWINGS OR TO FIRM UNDISTURBED MATERIAL. AREAS OVER -EXCAVATED SHALL BE BACKFILLED WITH LEAN CONCRETE (f'c = 750 PSI), OR BE STRUCTURALLY FILLED PER SECTION 2.3 AND THE SOILS REPORT, AND SHALL BE AT THE CONTRACTOR'S EXPENSE. Q 2.3 BACKFILL AND COMPACTION BACKFILL SHALL NOT BE PLACED UNTIL AFTER THE REMOVAL OF ALL FORMS, SCREEDS, OTHER WOOD DEBRIS AND MATERIAL SUBJECT TO ROT OR CORROSION. USE ONLY MATERIALS APPROVED FOR BACKFILL. IN AREAS UNDER FOOTINGS, MATERIAL SHOULD BE GRANULAR IN NATURE, PLACED IN 6-INCH LIFTS AND COMPACTED TO AT LEAST 957. OF MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO COMPACTION TEST, PROCEDURE T-180. THE FILL SHOULD BE LIMITED TO CLEAN, GRANULAR MATERIAL. 3.0 CONCRETE 3.1 GENERAL NORMAL WEIGHT CONCRETE MEETING THE REQUIREMENTS OF ACI 301-96 ESTABLISH PROPORTIONS OF CEMENT, COARSE AND FINE AGGREGATES, WATER, AND ADMIXTURES TO PRODUCE THE PROPERTIES SPECIFIED FOR EACH CONCRETE MIX TYPE PER ACI- 301 ON THE BASIS OF PREVIOUS FIELD EXPERIENCE OR TRIAL BATCHES. USE ADMIXTURES IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS. USE AMOUNTS OF WATER - REDUCING ADMIXTURE THAT WILL PERMIT PLACING WITHOUT SEGREGATION, HONEYCOMBING OR ROCK POCKETS. THE SLUMPS SPECIFIED ARE THE SLUMPS REQUIRED AT THE POINT OF PLACEMENT INTO THE STRUCTURE. USE INTERIOR MECHANICAL VIBRATORS WITH 7000 RPM MINIMUM FREQUENCY. DO NOT OVER - VIBRATE. DO NOT MOVE THE CONCRETE HORIZONTALLY USING THE VIBRATOR. CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR CONTROL JOINTS. PROTECT ALL FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE HOT OR COLD TEMPERATURES FOR SEVEN DAYS AFTER POURING. PROVIDE ENGINEER WITH PROPOSED CONSTRUCTION OR CONTROL JOINT LOCATIONS FOR HIS APPROVAL, OR USE JOINTS AS SHOWN ON THE DRAWINGS. ALL REINFORCEMENT TIE WIRES AND FORM ANCHORS SHALL BE CUT OFF FLUSH WITH THE SURFACE; SURFACES WHERE EXPOSED SHALL BE SMOOTH AND FREE FROM IRREGULARITIES. 3.2 CONCRETE MIX DESIGN CONCRETE STRENGTH SHALL BE A MIN OF 3000PSI @ 28 DAYS, PER SECTION 1904, CONCRETE EXPOSED TO WEATHER SHALL HAVE 5% AIR ENTRAINMENT. 3.3 MATERIAL - CEMENT, WATER df AGGREGATES PER ACI 301 A. CEMENT MUST CONFORM TO ASTM C-150, TYPE I OR TYPE II. ENGINEER'S APPROVAL IS REQUIRED FOR USE OF TYPE III CEMENT. B. WATER TO BE CLEAN AND POTABLE. C. COARSE AND FINE AGGREGATES TO CONFORM TO ASTM-C33. 3.4 MAT- MALS A. WATER REDUCING ADMIXTURES: CONCRETE USING POZZOLITH ADMIXTURES TO PRODUCE FLOWABLE CONCRETE MAY BE USED WITH THE ENGINEER'S APPROVAL AND MUST CONFORM TO ASTM-C494, POZZOLITH POLYHEED, POZZOLITH 100XR, OR POZZUTECH 20. POZZOLITH SHALL BE INCORPORATED INTO ALL CONCRETE IN EXACT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ADMIXTURES AND DOSAGES WILL VARY DEPENDING ON CLIMATIC CONDITIONS AND THE CONTRACTOR'S JOBSITE REQUIREMENTS. MAXIMUM SLUMP FOR SUCH CONCRETE SHALL NOT EXCEED 8" WITH A MINIMUM OF 10 OUNCES OF POLYHEED PER 100 OUNCES OF CEMENT. USE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. B. AIR ENTRAINMENT: CONFORM TO ASTM-C260 AND ASTM- C494, MBVR OR MICRO -AIR BY MASTER BUILDER. NO AIR ENTRAINMENT IN COLUMNS WITHOUT PRIOR WRITTEN PERMISSION BY ENGINEER OF RECORD. ENTRAIN 5% +/- 1% AIR BY VOLUME IN ALL EXPOSED CONCRETE. C. OTHER ADMIXTURE: NO OTHER ADMIXTURES PERMITTED UNLESS PRIOR APPROVAL IS GIVEN BY THE ENGINEER. NO ADMIXTURES CONTAINING CHLORIDES ARE PERMITTED. 3.5 REINFORCING STEEL DETAIL, FABRICATE AND PLACE PER ACI-315 AND ACI-318. SUPPORT REINFORCEMENT WITH APPROVED CHAIRS, SPACERS, OR TIES. A. STEEL REINFORCEMENT SHALL BE NEW, DEFORMED BILLET STEEL, MEETING ASTM STANDARD A-615, A-706 AT BOUNDARY ELEMENTS; GRADE 60 FOR #3 AND LARGER BARS UNLESS NOTED OTHERWISE ON THE PLANS. SHOP DRAWINGS SHALL BE MARKED ACCORDINGLY AND SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. GRADE 60 REBARS SHALL NOT BE BENT IN FIELD AFTER CONCRETE PLACEMENT. ALL BEND SHALL BE PER ACI. B. REINFORCEMENT IN ALL WALLS, SLABS, AND FOOTINGS SHALL BE CONTINUOUS AROUND CORNERS OR CORNER BARS PROVIDED, BOTH VERTICAL AND HORIZONTAL. C. WELDING: TACK WELDING OF REBAR IS NOT PERMITTED UNLESS CALLED FOR AND APPROVED BY THE ENGINEER. D. MINIMUM REINFORCING: WHERE REINFORCEMENT IS NOT SHOWN ON THE DRAWINGS, THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"(ACI 318) SHALL BE REFERRED TO FOR PROPER REINFORCEMENT. WAY CITY FEDEaAL RTMFt4T PUBLIC 5 -143 0 31 RESUBMITTED AUG 2 4 2006 CITY OF FEDERAL WAY BUILDING DEPT. E-+ 4 �o 4 00 N Q0 0 00 0 0 0 w H a 0 z w 0 U Y U W 0 U z a J a. CO 0 I d- N 00 a a z x O�� Hc�a H� haw w �a z W� F 4 N 9 N 6 0 v g [W00 , cs M 01 a m 00 0 h m v M .r N � M ,-, W h M w v C 0 W y Y. -9 � 0 C -4� 0 LU W U 44 V ❑O❑ 1� d x o N W > W W O W W Q Q �O SUBMITTAL SET ONLY NOT FOR CONSTRUCTION THESE DRAWINGS ARE SUBJECT TO REVISIONS PENDING LOCAL JURISDICTIONAL REVIEW. sto Structural -Engineering Consultants ,. a LO n I cD 0 0 N vi N rn Q 0 0 J n. 294.00' 292.00' ...I .............. RETAINING WALL PLAN SCALE: 1/8"=1'-0" ......................... . ......................................................... _ _.,.._................. ................ ............ ....... ............................ .................. ... ........... ..... ....�............. ... . " KEY- .............................. ................ ... ......... .......................... ... ........... I .... ... ........ 8' WALL HEIGHT, 17'f ................................................................................ ... ................ ... ................ ... ....- ............................... . 16 -4" F Q Z a. W J. C� [ Z ' Q. CONTROL JOINT TYP, SEE DETAIL ON S1.0 -... ... ................ ... .............. I... . . . . ............... - .. ... ................ I- ........ ---- , n..... _ .................... ..........16-4................. RETAINING WALL ELEVATION SCALE: 1/8"=V-0" INSIDE LOOKING OUT 000 000 mo Anderson NORTH STEPS NOT DIMENSIONED, — VARY PER SITE CONDITIONS, WALL SHALL NOT BE TALLER THAN SHOWN, TYP - EXISTING GRADE - REGRADE PER CIVIL ..................................................................... 1.3l.-9'.. ................._......i...........................13-g"...... .................. ... ...... L........ ... ..... .............. ..................... ..................................................................................................................... 2'-1�'.... KEY Peyto n 8' WALL HEIGHT, 5't—j 6' WALL HEIGHT, 4'f 4' WALL HEIGHT, 4'f ❑0 CITY OF DERAIL WAY PUBLIC S ARTMENT BY5_ RESUBMITTED AUG 2 4 2006 CITY OF FEDERAL WA BUILDING DEPT. 03039 NOTE: AT CONTRACTORS OPTION, SHORTER WALL HEIGHTS MAY BE BUILT TO TALLER WALL HEIGHT STANDARDS AS SHOWN IN THE "RETAINING WALL AND REINFORCEMENT SCHEDULE". 0 00 0 0 0 0 0 w Q 0 f2 H Z W O U Y U W U Z a J a 0 z Z x �� H� q OS 4 N a N O v W M O VO a 0s en m 0 f�I h arq en M N O A e M ti kn M � v c O I q a W d o C V ❑O❑ O O r O O -V _o o N 00 o ti a V) o w �Q a Q Q �O SUBMITTAL SET ONLY NOT FOR CONSTRUCTION THESE DRAWINGS ARE SUBJECT TO REVISIONS PENDING LOCAL JURISDICTIONAL REVIEW. S200 Structural Engineering Consultants A PORTION of the S.W. 1 /4, SECTION 19, TOWNSHIP 21 N., RANGE 4 E., W.M. LEGAL DESCRIPTION THAT PORTION OF GOVERNMENT LOT 1, SECTION 19, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, SAID PORTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 19; THENCE ALONG THE NORTH LINE THEREOF SOUTH 89'00'18" EAST 335.78 FEET; THENCE SOUTH 01'35'16" WEST 42.00 FEET TO THE SOUTHERLY MARGIN OF THE LANDS DESCRIBED IN DEED RECORDED UNDER RECORDING NUMBER 8501170665, IN KING COUNTY, WASHINGTON; THENCE ALONG SAID SOUTH MARGIN SOUTH 89'00'18" EAST 18.07 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTHWEST HAVING A RADIUS OF 658.00 FEET; THENCE EASTERLY 700.54 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 60'59'59"; THENCE SOUTH 28'00'19" EAST 422.43 FEET TO THE TRUE POINT OF BEGINNING AND THE BEGINNING OF A CURVE CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 842.00 FEET; THENCE SOUTH- EASTERLY 217.49 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 14'47'59" TO A RADIAL LINE OF SAID CURVE WHICH BEARS SOUTH 47'11'42" WEST; THENCE LEAVING SAID MARGIN ALONG THE NON -TANGENT EAST LINE OF SAID GOVERNMENT LOT SOUTH 01'13'12" WEST 390.17 FEET TO THE SOUTHEAST CORNER THEREOF; THENCE ALONG THE SOUTH LINE OF SAID GOVERNMENT LOT NORTH 88'59'20" WEST 561.92 FEET TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE TO THE SOUTHEAST HAVING A RADIUS OF 897.03 FEET (A RADIAL LINE THROUGH SAID BEGINNING BEARS NORTH 74'48'34" WEST); THENCE NORTHERLY 732.77 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 46'48'15" TO THE TRUE POINT OF BEGINNING. THAT PORTION OF GOVERNMENT LOT 2 IN SECTION 19, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, LYING NORTHERLY OF A LINE BEGINNING ON THE WESTERLY LINE OF SAID GOVERNMENT LOT AT A POINT 412.00 FEET SOUTHERLY OF THE NORTHWEST CORNER THEREOF; THENCE EAST TO THE EASTERLY LINE OF SAID GOVERNMENT LOT; EXCEPT THE WESTERLY 264.00 FEET THEREOF; AND EXCEPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 19; THENCE SOUTH 89'27'31" EAST ALONG THE NORTH LINE THEREOF, A DISTANCE OF 264.01 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 89'2731" EAST, A DISTANCE OF 298.22 FEET; THENCE SOUTH 21'47'27" WEST, A DISTANCE OF 122.98 FEET; THENCE SOUTH 70'08'00" WEST, A DISTANCE OF 83.38 FEET; THENCE SOUTH 53'44'33" WEST, A DISTANCE OF 164.46 FEET; THENCE NORTH 36*15'27" WEST, A DISTANCE OF 44.74 FEET TO THE BEGINNING OF A 340.00AIFOOT RADIUS CURVE THE CENTER OF WHICH BEARS SOUTH 53'44'33" WEST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 05'00'38", AN ARC DISTANCE OF 29.73 FEET; THENCE NORTH 01'06'36" EAST PARALLEL WITH THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID NORTHWEST QUARTER, A DISTANCE OF 183.39 FEET TO THE POINT OF BEGINNING; TOGETHER WITH AN EASEMENT FOR INGRESS AND EGRESS OVER THE SOUTH 30 FEET OF THE WEST 264 FEET OF THE NORTH 412 FEET OF GOVERNMENT LOT 2 IN SECTION 19, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON. Y-NS7 O,NI-. S 'P 00 SW CAMPUS DRIVE PRINIPAL ARTERIAL CROSS SECTION TYPE E k TRACT E: PEDESTRIAN ACCESS: 2980 SF - PUBLIC / ;. \� \\��,0�/�'9 TRACT F.• PEDESTRIAN ACCESS TRACT- 2140 SF - PUBLIC / ;,t`•' / \ `�\ \ � p9 �o P \` �A � 7' ADDITIONAL R.O.W. TRACT G: SENS/ Tl VE AREA/ WETLAND: 16444 SF -HOMEOWNERS ASSOC. / ti� \ `�� \ �� o \� 9<\ TO BE DEDICATED TO TRACT H: LANDSCAPE: 278 SF -HOMEOWNERS ASSOC. / °° 't:' \ ``� \ �� q� THE CITY x ` ` 15 jRAINAGE \\�• \. s \ 10 WETLANDS/4AJ/ \ 5170 SF 000Z, WETLANDS DELINEATED BY HABITAT �- „• 11 \\ \ O) �v TECHNOLOGIES IN REPORT DATED 44 ,h. ,� 5425 SF \� 9�y C'j, 4/8/03. THE WETLAND BOUNDARIES •�'� .� 25.5' '`xr qc '9 \ REFLECT A FIELD SURVEY BY DRYCO �a`0, ,�Q"' /� _ _ L �/ � SURVEYING. Q / / •, �s \ SED CELL WETLAND A: 1029 SF 12 TO BE FILLEb a �• \ ` 5005 SF ?4 I ''15. i L WETLAND g_9'---� _ CELL NOTE: A 10' WIDE BUFFER SHALL BE PROVIDED BETWEEN ANY RESID. / l - - - \ I STRUCTURE AND THE TOP OR TOE OF A FILL SLOPE OR A CUT SLOPE 13 \ I al GREATER THAN 8' IN HEIGHT. 1 }� 6246 SF \ 25'R o r - - I n / Q `- - - - - - - - i b I 9 l NOTE: THE MAILBOX LOCATIONS HAVE BEEN APPROVED BY THE --C `' 1.1 I L I 5300 SF I j veil POSTMASTER AND ARE IN THE FILE AT THE CITY OF FEDERAL WAY. 0 ? ' 7264SF / I } L--- - -_ _-� 48'- - _ _ I - - - - ------ -• g r / r------------ -i IV '0 I 5300 SF i o 15 l ��- L_ I {. O -`_ I 7237 SF I O f _ _ _ --'-'� ® , I 5300 SF / 43348 SF iv i nD r I I M In 16 6915 SF I i------ FUTURE MUL11-FAMILY o t_ _ _ _ _�, m I 6 I I I CITY OF FEDERAL WAY PUBLIC WORKS DEPARTMENT LOT DEVELOPMENT o r L I 5300 SF i I of can PRECONSTRUCTION &INSPECTION NOTIFICATION NUMBER: 253-835-2700 26 I LO 6290 SF p �;• a: 1--------1 b I 5300 SF I I of NORTH LINE GOVERNMENT LOT 2 I S88 *58'44"E 150.01 I i 130' ESMT. r - `aos,5'-_=CP \\ / _tee - 18 R S 7.2 I , I I _ _ _ v� �: 7350 SF 419 - - - $ 7561 SF \ , i / 7200 SF ml (- - l r - \ ?8R `• �� \ `-t. \� °;Coll N EXIST. 15' DRAI NAGE o 25'R EASMENT (REC. NO.944 yr' 2002020400 039)cv� 11117SF I�o III 111 y� ti \ /\ ��, o 43 I I I ti6 \ `� - / `� "'F -' 42 �I 41 \ :. o I ,� 8� \ I I ( 10042 SF I 7516 SF I 7245 SF \ �p \ \ 25' I ', \ � Qi -� IIL I I 1 \ x a. \ 20 .R 25'R 3 // 1 1 I E `�� i -4O:s J =- -7; - -j L - -6'y - _J L - - - -107:7- - \ 9Lp o �\ 45 SF / \ i 7277 SFI��r � r-------1 I--- 72'---I �- 72'--� -- ' "i�;��\..:\�:.:.�.�.',•,• jA�� If il 1I1 72' .I I III --�72 9x35 II-1/ 8302 SF o c� 60 7209 SFkv 00 36 g�I p6 38 (S I r117200 SF 7871 SF fi7205 SF I 7200 SF 7200 I : 1 wo JL- - - - --J -- \ V 17185 SF 62.4' 72' 7221 s_ b SF 'p 34� 8 7+00 7769 SF 1 I 33 o0 SO' 7243 SF 59. w - WEp fASFM 43 �/ TRACT G `•�� 1 32 ' SENSITIVE AREA/ �-` \7372 SF 8 I 1 WETLAND }� \ .� I 7 16444 SF EXIST. - TA-:1- TRA C TS TRACT A: DRAINAGE/ WA TER QUALITY. 13110 SF - PUBLIC \ TRACT B: DRAINAGE/WA TER QUALITY 1 4062 SF - PUBLIC TRACT C: LANDSCAPE: 14708 SF - HOMEOWNERS ASSOC. TRACT D• LAAin SCAPE° 610 SF - HOMEOWNERS ASSOC / to SW 340th ST. _ 4+00 �- 5+00 �- i' \\\ \ \ \ 7200 SF\\\\\ \> ..j. O� �Ol MINOR COLLECTOR TYPE S) < \\ \ \\ \ , <F \ I z 67.3' 67.3' 0' 68.3' 2g 67.3' L- - - - F-----� -__---I �. 31 I 30 29 I 1 28 205 SF i 7201 SF I T 7308 SF I 7201 SF Z; l l to SEWER EA IEN !67'3, 2D L88.3' __ - J I L -s3' J ......._ _ I TA-4 EXIST. 15' WIDE SAN ?' TA-7 \- / \ 10 SEWER EASMENT (PEC. NO. 1 1V 1i TA-8 TA-9 1TA-11 20010312000348) R S 7.2 l 1 I GRAPHIC SCALE 30 60 120 ( IN FEET ) 1 inch = 60 ft. \\ \ •� \ , ,� ...;: \ \ I DRYCO Surveying, Inc. \ \ \ \ 25 F\s ', \ I g 26 y� \7500 SF \\ ''a.. \\ I I 12714 VALLEY AVENUE EAST \ ` 7472 SF \ \ \ 8 \ k I I SUMNER, WASHINGTON 27, \ \ \\ > L _ _ _ _ -�: �I (253) 826-0300 FAX (253) 826-9703 7226 SF \ \\\ \ \ \ \ i 12+74.15 12th AVE- --\ BOUNDARY U 24 31+21.74 (ORCHID LANE)\ 11800 SF I I S88'54'44 E 1012.174' S line of the North 412 of Government Lot 2- I� I I I I� I I I I �I PLATI OF OR�HID LANE RS 7.2 I I 20 I 21 1 UTILITY CONFLICT NOTE CAUTION 240 VICINITY MAP A SITE DATxx AREA: TOTAL: 13.49 ACRES AREA: TAX LOT 30: 8.48 ACRES AREA: TAX LOT 44: 5.01 ACRES PROPOSED N0. LOTS: 45 ZONING: RM2400 TAX LOT 44) ZONING: RS 7.2 (TAX LOT 30) PROPOSED DENSITY: 3.34 UNITS/ACRE PROPOSED USE: SINGLE FAMILY DETACHED RESID. PARCEL NOS.: 192104 9044 192104 9030 SITE SERVICES SEWER: LAKEHAVEN UTILITY DIST. WATER: LAKEHAVEN UTILITY DIST. SCHOOL: FEDERAL WAY SCHOOL DIST. NO. 210 FIRE: KING COUNTY FIRE DIST. NO. 39 TELEPHONE: QWEST ELECTRICAL & GAS: PUGET SOUND ENERGY CABLE T.V.: COMCAST TABLE OF CONTENTS COVER 1 ROAD/STORM/OVERALL PLAN 2 ROAD & STORM PLAN 3 ROAD & STORM PLAN 4 ROAD & STORM PLAN 5 ROAD & STORM PLAN 6 ROAD PROFILE 12th/10th AVE 7 ROAD PROFILE 12th/10th AVE 8 ROAD PROFILE SW 340 ST 9 ROAD PROFILE 12th PL/13th 10 GRADING PLAN 11 ROAD DETAILS 12 DRAINAGE DETAILS 13 EROSION CONTROL PLAN 14 EROSION CONTROL DETAILS 15 LANDSCAPE L1 LANDSCAPE L2 LANDSCAPE L3 LANDSCAPE L4 LANDSCAPE L5 IRRIGATION IR1 IRRIGATION IR2 IRRIGATION IR3 IRRIGATION IR4 IRRIGATION IR5 STREET LIGHTING/SIGNING SL1 TRAFFIC SIGNAL SIGNAL TS1 �i�1C. SIGJNL- Ts2- THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCA11ONS OF NEW UTILITY CROSSING TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. E11 IFr. ,3 2 A 00 CITY OF FEDERAL WAY BUILDING DEPT. ' 'REVISIONS: 1. PER CITY REVIEW 6-5-06 V z L[_. W o�to� W �o Z°00L0 � WU) zo y q) a 2 w V w ' Q w W z r 3 + A J N M w LIJ LL (z)© (p tR �N w _ �L, w p o LU Z LLJ = N CC .. v o Q c Q Li.l 41 W =C O _ y CL w i DATE: 5 14 r- SCALE: 1" = E PER DESIGN BY: JJ., O Q) MIT NO. 05-103031--00-EN � N APPROVED ""1,�►'�� off, DATE DRWN. BY: JJJ 00 ;U APP. BY: m O __`I JOB No. m z SHEET. j (n z Ln A o o OF 15 O z0 M 0 O n p O z 0 I i A PORTION of the S.W. 1/4, SECTION 19, TOWNSHIP 21 N., RANGE 4 E. W*Mo ' � - / � Q \ \ '\ \ r � 1 : ': \ / (n.� of � - N, N A�j r IYkman otes-, NO 1, Proof of liability insurance shall be submitted to the City prior to the Preconstruction Meeting. /// , ,r \ \ I\ e Med with 5/8 inch crushed rock. 11. All utility trenches in the right of way shall be backfi 2. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with1' / / \ ` \ `°,:a „,, ,\ \ \ \ \ \ \ \ \ \ ' \�� \ \ WSOOT 7-02.1(1). This shall include levell , ng and compacting the trench bottom, the top of 12. All utility trenches shall all be backfi illed and compacted to 95% density. foundation material, and required i bedding, to a uniform grade so that the entire pipe is Mt W.42 e M supported by a uniformly dense unyielding base. 13. All roadway subgrade shall be backfilled and compacted to 95% density in accordance with 0 WSDOT 2-06.3. 1- \Put MW K0 3. Steel pipe shall be galvanized and have Asphalt Treatment #1 or better inside and outside. Open 0� 14. 0 n cutting of existing roadways is not allowed.unless specifically approved by the Public p�e\ 1 \ \\ '�\\ ` 4. All drainage structures, such as catch basins and manholes, not located within a traveled roadway Works Director and noted on these approv N, e e ed plafis. Any opencut shall be restored in accordance IN or sidewalk, shall have solid locking lids. All drainage structures associated with a permanent with KCRS 8.03(b)3. 000 ft 'AV* retention/detendo'n facility shall have solid lock -in lids. 1� 9 44.� IN, 15. The contractor shall be responsible for providing adequate safeguards, safety devices, protective any 0 her needed 5. All catch basin grates shall conform to CFW Drawing Numbers 4-1, 2, 3, 4 or 5. equipment, flaggers, And a ' L actions k to protect life ealth, and safety of the public, and to protect property in connection with the "N P Performance of work covered by the contractor. =4 An All driveway culverts located within the right of way shall be of sufficient length to provide a Y work within the traveled right of way that 6. at may interrupt normal traffic flow shal require at Wy VW minimum 3:1 slope from the edge'of the driveway to the bottom of the ditch. Culverts shall have least one flagger for each lane of traffic affected. All sec \p Standard beveled end sections o match the side. slopes. Specifications 1-07.23-Traffic shall apply. Control V t m* dons of the WSDOT St 7. Rock for erosion protection of ditches, channels and swales, where required, must be of sound 16. Contractor shall provide and install all reI \ �' '� 1 \ �' "°' "'� "�` " 1 \\�\ \\\ gulatory and warning signs per the latest edition of IJr \ / � a "' • rock,. placed to a depth of one foot and must meet the following specifications: 4 -8 Manual' Uniform Traffic Con Devices. quarry Control REVISIONS: 1. PER CITY REVIEW 9-10-05 2..'PER CITY -REVIEW 675-06 &A AN CITY REVIEW 3. PER am 7-1.2-06 sear ,r. our IFfT IPWWAMI I AN WV A AM WN M*offUM esw AM SIRM, UCW PLANS) &A 91W so STA IM 1+42 KM on YQ can PAP WN ow On Z r X*MX to.% ?a K KWAYM 10 W XAMNA11-6 at WPM to POW. MIL ASPHAT k LO A10 10 W CL_ I") Mff"X V nn C) Z- 0) 00 Lr) 0 (Z) co Z N II- W" ftCWMt ATMM IMW rock/40%-70% passing; 2"4' rbck/30%-40% passing; and -2" rock/10%-20% passing. j k r\ \ \ \ / • ` ' �' ` \ \ \ "'°' C Z u 17. All utilities shall be aqjusted to final grade after paving 161, amended by the =0 Installation shall be in accordance with. KCRS Drawing Number 51 or as ame asphalt wearing course.Nefry 0) Q X approved plans. Recvcled asphalt or concrete rubble shall not be used. -4 Sb a shall 0) CL Lots not approved for infiltration shall be provided with drainage outlets (stub -outs). Stub -outs not be constructed to serve as retaining walls. All rockeries sball be constru 1510 ITA 4+U4 8. 18. Rockeries are considered to be a method of bank stabilization and erosion only. Rockeries 47 cted in accordance 0 KT I c ollowing: w Numbers 3-22, 3-23. Rockeries may not exceed I six feet 2!a, Zolm ` / r -T- onf6rm to the f With CFW Drawing Nu shall et in height for cut co r-le CPO ill sections unless designed by a geotechnical or structural AVft TAF91 �N sections or f6ur feet in height for f engineer licensed in the state of Washington. N A. Each outlet shall be suitably located at the lowest elevation on the lot so as to service all W �TRXQT future roof downspouts and footing drains, driveways, yard drains, and an other surface or kTLMD C . '69' A"" N, < Y % &MT4 "N' sub -surface drains necessary to render the lots suitable for their intended use. Each outlet \,, , N AV shall have free owing, positive drainage to an approved stormwater conveyance system or to an approved outfall location. ppr s' \ \ \ \ I ` mum Q NN 1<TZML - W 11 B. 0 h lot shall be located with a five-foot high, 2 x 4 stake marked "Storm". The WV 0 it .�\ 11\ \ <� � 'NN N, N-1 dMg.- __1 NNI uflets on eac' Z stub -out shall extend above surface level, be visible and be secure. to the stake. Ll 368 0.0 31 06 1 N-N, W \ , AlIWLT '' »VW WAM (M) N 1 \ I _N� 0 r C, Pipe material shall conform to underdrain specifications described in KCRS 7.04 and, if non M 31L97 (Ir. WK r SIM& co • N, metallic, the pipe shAl contain wire or other acceptable detection.L \ \ 2Z I Z� D. Drainage easements are required for drainage systems designed to convey flows through \ individual lots. IN FA N, 11 _j t) I 8 '0 N, E. The applicant/contractor is responsible for coordinating the locations of all stub -out A. V T) conveyance lines with respect to the utilities (i.e. power, gas, telephone, television). N, .y . ... _. - \ \ 1. . C" t\ r I T d I k - - -- -------- - ...... Q11 (-74 F. All in individual stub shall be privately owned and maintained by the lot homeowner. 'Q4 59 7 cs� all 6, • � �/ \ 1 � \ U, � 6 \ r Plc. \ rr \ \\ � I � - - ,_ ul (31 1 4 9NN FUTUR, MULT1- I L A_ 6 A LOT DE LOPMEN a IN- Q, LLJ T k7 U N\ STA 33m^ w - - - - - - - - - - NORTH LINE GOVERNMENT LOT 2 '44 4nao\ LQ -- - - - - - - - - - - - - - - - - - - - Tom, Aatwx irorxt . \ , '` \ DUALI LLJ L I - - - I - - I 00 U) fl) , "I � 11. . , U 33+60-88 13th CT q ?_01 L CTR-SAC J- 'GRAPHIC SCALE ( IN FEET ) 1 inch = 60 f t. UIANAN IDAM VIM wrim smu f 1 I AMOU. UGHT "09 / i I '�. � ° %l,e ( `-sr� /`'. � !, \ ._. -,N D 11"M AY -ma. srLOMM tic) P., AS WWARY) (AMM) 44 351.51 (ANANDW) �11 PrALaw N' EX IN, GJEM an oz ff NOK OUT. C) wou 3r on ca a way to UT-S) ow. 43 a', S* IN Y'R IA nnT Rr %* 42 4) Z I \X, 11r. 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V r 1. 1001- SCALE: 50' v _. ........... w 2 PERMIT NO. 05-103031-00-EN DESIGN BY- JJJ Tom TA 3 DRWN. BY1.. 9n0 TK�l TA-2 -.4 , \, I Z I \ . \ L folL JJJ WWT NAA 110�1 7 j mt M sea -7A-5 0 M. i APP. BY:ti N4 TA 6 -Q0 own sn" .14MW17,114 J DW (XW UO All 19 T MAT QU13 1,40. '71 TRACT A \�RACT C W-�v awau IX K W TA-7 10 41� APPROVED TA-9 TRACT B 1b 6, TA-8 A-11 W 1 1 20 1 1 A3\ All I SHEET 2 1 21 f 0"M 10 RAW DATE I OF 15 A PORTION of the S.W. 1 /4, SECTION 19, TOWNSHIP 21 N., RANGE 4 E., W.M. <<'� \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ �_s/I J, EXISTING TRAFFIC O\ \ / s �, IGNAL (THREE) \ \ \ \ O \ \ <- \. F - \ \ \ \10+01.09,\ 28 \LT. REMOVE E�ISTII G CURB. BEGI NE \ \ `XIS NG \ \ 3 RAP T CURB. CO1 EC TO € \ \ \ RB. f�ATC GO DE ®C NN CTI ¶\ \ \ \ � \� \ \ 1 1.0� \ LT. \ \ \ \ \41STI\\ EGI � Sld� K. ONN CT �'0 �G DE LK M TE. ' EXISTING TRAF C \ I \ SIGNAL (THREE) . C)) i \ , F? ER' • \, \ NEW i DE ON�. EWLK (4 / j ' � � \ ,a . .. " / 141. , 2 IN T HC AMP \ ' , , (�✓SDMH, TYPE II- 48 CI S ET. - ! / \ :; • x/ rJ / TOP 292.83 0 % 10+00 CAMPUS DR.= EN SI E K T lII I RB D A. • A \ MON 1+00 10 AVE. SE j N61'59'4119E \ \ \ 1 + .4 18 `,LT \ \ 7.05� B IN 2 : XSP LT T R \ ®�- / EW TRAFFIC SIGNAL ! �, CB 4 T 1 \ \ sr'; \ % (SEE INTERSECTION IMPROVEMENT PLAN) \ A\1+5 .0, R \ ` \ MH\ \ % EX. C8 i TYPE 1 IM. `2 .3 \ \% A TOP 2 �. 03 \ 1 \ : ` \ \ 296 18'-12"% CPEP IE: 288.2 (15", S) EXIST. STUB _ REMOVE BUS STOP CONC. PAD S TD. DE 7 E 1 \ C \\ 0 16.� � " REF. TO KCDOT STD. DET. D102 & D106) A 1 5.0;� ,?2 `1 L , k : 289.2 (12 , S) NEW / I \ � \ \ \ \ 35a� \ \\ \ 12 .2 \ \ �\ �-' IE:\ 292. 0 (1 �`", N1r�&NEB \ � \ � x � \ � RECONFIGURE INTERSECTION FOR �. ` ` \ \\ '' LEFT TURN LANE ONTO 10th AVE SW. / ADD NEW & MODIFY EXIST. TRAFFIC SIGNALS. / \ E 1 ` \,\\ , \� 4\ \ \ (SEE SEPARATE INTERSECTION IMPROVEMENT AND C 23 SkA 2. 8' R ` \\ \ \ \\ \\ \ \ \ _ • ' \� CHANNELIZATION PLAN) 12 S S �� \ \ \ \ 3n0 ;� \ �5 R \ i \ `J 1 I 30 .42 ( \ \\ \ \ NEW PAVEMENT WIDENING, 6' PLANTER STRIP, 8' q \ _. / SIDEWALK, STREET TREES & STREET LIGHTS. \ \ � (SEE SEPARATE LANDSCAPE AND STREET LIGHT PLANS) 9+44 BUS STOP SIGN \, \� STA 9+32 TO 9+42 / ` ' ✓ \ 4,��. \ 9. 1 74�T,`�NST� L HCR P ` 1 \ \ �c,'� \ I P METRO BUS STOP CONC. PAD WITH CONC. CURBS. IT STFl �Jl (SEE IL)\� \\ \\ \ \ \ \ 7 ADDITIONAL R.O.W. TO BE DEDICATED TO THE 306 \ �� . \ \ \\ \ \\ �� , ..\ �` �0 CITY ti \ / e c�F \ B A S �� I SIDIs \\\ �� 0 STA 8+03.7, 39.5' LT. " I 1 a RE BLE \\ e \ 1\ \ i I I I It EX. SDMH, TYPE II-112 TOP 287.84 (ADJUST AS NECESSARY) \ \\\\\ \ \\ END CURB, GUTTER & SIDEWALK (® PROP, w 1 ¢ x 1 1 1I�IDE AIS�ALT\ EBTRIAN A \ J' \ LINE). BEGIN CURB/GUTTER, ASPHALT & 12. f y:�': `.;::_:: t \ \ \ \ q� c9 \�j o• � F W/ ��ANb�SCAeE $T S . A\S \. c, \,o \ SIDEWALK TAPER.! 31' LT. v222 (TYRE 1) \ \ \ \\ \ \. �, ; ,�\ END SIDEWALK TAPER AND CONNECT ! STA 2+72. , .0 LT �� `' '`. \� \ \ \ \ \\ \\ \\ \ \ �'� \ /v EXISTING SIDEWALK. MATCH GRADES. e RIM: 307.3' \ \ \ \ \ \ \ \ B 1�v •. IE: 304.08 12 N E \ \ y \ \ \ lb --- \ \\ \ \ \ t DRAINAGE CEA EMENT \ SOLid, Lb�K NG \ \ �\ \.4. \� \ GRAPHIC 6 • � �\ (J •� �~s•w„4,. \RI 3b�.7�<\ \ \ \\ \\ \ •. \ \ v 20 0 10 20 l" \ Ili: 3.0 � \ \ \ \ \ \ \ W40 SEPA\RA�0133 \ \ \ \ � \ \ \ IN F 1 Inch - IN,' \ \ \ \ \ \ 4 B 'LARDS ( INSIDE �'''�_;' _':. I tQQE\\�\ 0�1�{.• SWIG \ � / A ! EMOVEABLE ) ATE G`r� \\\\ • \ \J' CB (TYPE -4$" ;, I I W/k�L�,�OKING LID Y �`�' p ®7 •..::,,CC r P'R 1F E� 3d30STA25+8. 31.5 RT ::`:�` t `f :;..=:'7 �':�:,•'�• ` B4JTOM EA• 5\SF 297. RIM: 313.2 .. .rj °,.:. \ •.d ( " VOLUME,\ 4 0\� \ \ \ \ \ (TYPE 2 IM=284.6 I I i E. 308.5 (1 S :' I o \ \ \ \ \ ( \ ` T IE CONC 0.27 I ` I 303.0 (2 ,NE) ;; ::,';j<. ' ;' 12 IE \ \� \ '\ \ \ `, \ \ IE 15 CONC E= 27 ( Wi 0/v S PARATOR, ? ,�a: �' \ T 300.0 \ \ �\ \ el, x�Q "'f`a- •i IE" W HIGH "S, NKl\F E \ \ c \ INL N 0 T (TYP �� / d: 1. 3tl 0 ,(SEE DET IL)\ \ ` A.♦ y /\ 1 \ \ \ \ SI ' \ \ \ \ \ �,. ; ... 20'-� 2" CPEP 10. •a �� C63 fYPEi STA 25 80.77, 24.8' R -\ \ 16 RIM: 31 �.6 " \\ �\+� i 5 PRIVATE RAINAGE �� / (12 ,SW&NL) TOP: IE: 309 � EAlSEMENT / BOT:30 0 ' \� 1 I /:� • : U C RB INLET \ I p 9 0 ( \ \ \ 1 � '' . ♦ 8'-12" CP 8.33% � 02�� CB 27 TIE 1 LT ' - BER \ \ \ \ \ \ \ \ STA 4+50.0, �1\8 0' ' LAD I ,s\ N RIM: 32 .23 i I TOP: 310.0 » PE \ \ \ o ,`: \ \ LUMINAIRE 323. (12",Wl I a .. 4 0 88 55 46 BOT: 30 .0 ® C \;\TRA�T AON T \ i i , I 1 O a ° ' J \, WETLAND CELL\ \\ `5 59. 12th PL 15 DRA�N E I I B 1 TYPE -48 \ C R- AC r r EASEMENT N 1 3 `r �332 SF SU�F AREA \ \ RI 304.0' 1 WATER LEVEL303 IE: 9.2 (EX.)(,CONTRACTO -- ; 4 BOLLA DS (2 INSI BOTTOM: 301\ TOP: 30 . I \ TO C FIRM) " i \ REMOVE �BLE) 1 \ BOT: 30 \ IE: 301 � (12 ,N \\\ 1 e. \ " " \ I �� .• � BLDG. PERMIT R D � 12 OUTL , I IE: 301• 6 ,SW) � \ �_ � �'�, .. - FOR WALL\ 2' \ IE: 303.0 \ \� EMENT OP: 10 W/ SOLID, CKING SLID\ \ BOT: 02, SE OVER EX T. 15 PIPE - \ i M A TC I E S 4\ C. `•; ' i �' WIDE 'SEf� �+CE A - .. REVISIONS: 1, PER CITY REVIEW 9-10-05 2. PER CITY REVIEW 6-5-06 3. PER CITY REVIEW 7-12-06 Z (_l_ W o� W CL 6 z Q) c) I - (3)00U) NQLnn Z �N bi zo � o ry � 0) c Z k Wrn C� V W Q AILS z 3 W p F,� 3 00 � W j L W ":I,- C) `'' J Q f ALE 80 4 i 0 0 y 80, 25.5' LT. i W CURB/GUTTER PHALT TAPER, LiJ V) p N STRIPING TAPER YCe Ll L W O� Q i N� •. O (18 c '43 0 WZT-1 Js w 0 Q � RECEIVED,, a JAN 3 12007 0 . CITY OF FEDERAL WAY DATE: 5 14 05 BUILDING DEFT. SCALE: 1" = 50' i PERMIT NO. 05-103031-00-EN �C/'-•mot-•. APPROVED DATE \ \ >, DESIGN BY: JJJ j I DRWN. BY: JJJ APP. BY: JOB No. SHEET 3 OF 15 a A PORTION of the S.W. 1 /4, SECTION 19, TOWNSHIP 21 N., RANGE 4 E., W.M. ............. .: . . :. . I . I I ;. . I . ; . ;. . I � ;. . . . . . . . . . . . ; . .. . I . .. .1 . ;. .:. ;. . 1. .. � . . 1. I •. , .. .. ; . .. .• : ' ' :. •EXIS. ING . . . . " . " . . ." , • " ," . " ," , , -GRAD E .® . . . . , . . , . , , . .�E,NT �RUN.E• . .' .. -, . . -, PROPOSE CENTERLIN I. . . , . .. , .. GRADE-, .. .. .. .. : : :� a .:- : .. . .-. . - . : : .- + r`, `t . . . . . . . , . . . . ,.,... .. ... .0 > w v.. w ...,. .. ... .1.I... .. .. .,.I.,. . r` It r j : r d d' r; I n n w � � . ... - ... . " , : .. - - • PVI STA - • 9+8 .65 . - • . . , - . VERT. CURVE PVI IrLEV = 34 .46. ,. a� PVI. S.TA - .29 ; . . . - - = . : . . . . . . A.,D. ; -, 6.00 : ". - : -. - .- " , ;. N _12+3 - . _ A.D..= 3.41 . ..- • -, . ., ,. . ,. . ... I. ... I. . ... . ... ,. ... . ..... ., _ . 300.0' • .. ,. - ... . .... .. ,. �' `° "� =: K 44.1.2 : . : : RTICAL ,CUR ; ; : ' : : �i . . : .' . •. . . '. : .' . SSD .=. 270' .� . Z _ %Q : 7.. .. .• . , . . . . . . �. N: tii U U > . . . . 5. 1 7 . ... . .,0 .,_ ., .. . ,. . ..... ., ... SSD ,=,254' •, .' : ". : '. : : : •. , ; . . • - ;. : ;. . , - .. 0, m m . . . . . . rr , . 00 . _ . . . .. . .. . .• . .. ., . ,. . .. , .. . I. . I. . _. . I. . . .. .. . .. . .. . . . .. . .. . .. . . _ • U) w: - U - .1II ,>" .. . .. -• . .. . . .. . . . . .• - - -' . . . . . . . . . . .:. . : . . . . : . . U . . . . .>_ W .w: . / . . . . . z_ J .-. . . . . . 0 ,- t- r- N MN - - - . . . . . . . . 1': : � a'cD 0.N. d-: - : ; : ,N ;� r� .- , . , . ' '. I $ 5 o % . •. . . ;. ; .; ; .: . ;. . :. : .: . :. .; . : • . a -cv - -• n - . . :.N- 00 O ,p 40 , - ppd- . . , - - .,. ,... . .,. .,. _ , .,.,. .,. , ...,. •. �� .- . .. O `- 0 X r7 w - - - : -• - . . . . . . . _ . . . -+- . ,rn +.+ " . ,-mow . ... . . ... ... . ., . ,. . . . . ... ,. . ... . . . , . ., ... . . ... . , .... . ... ; ., _ . . . , . , ..- , ., . ,. . . . . • . . . . . . _Ir w . . , .•.:... ... ,_: ......I. .,.,.I... ....... . .-.---1. .... ...,.,... .._,..1- -.._.. ... /:. .. •. . -. .... .... ... , .... . . -,i ., ,. .,. , ..., _.... . ... . .,... .,. . ..... .... . ... . . . ... .,. - .,... ... ... ,.._ _.. - . ..... .._ ---- .-. •--. . 2.50% "•- .•- - -•-.- -CB16-.TYP 1.. . . . . : . . : . . . . . . ' - . . . �.6o_? ,",. / ; STA 11+00, 18:0.' ;LT : _ , : : �k$ ..- _ . .RIM 358,E . . . . . . . . . . . . . ... . ... . _. .. ... . _ .. . ... . ..... ... . ..... _• . , ... _ : : . . ... ., _ • . . ., . JE::355.30 12",NE&NW)• . . . . . . . . . . . . . : ,34'-12" PEP. . ..00 •. ... , . . . . -. -. .-, :. -'- - . . . . . - .. . ,... . .... ;. Q : . -. :Y ,CB 17.(T 1 E ). . .'. . . .. . .;.;. •,- : , ,- '.- . ..•. . , , . : -.-. . '.' .-.- ' .,_ - .,... ...ST.A.11.+•00 1.8.0',.RT . .. . -. . -. . -. .. .-. -. -. .. 9+63, 19,36.' LT • RIM: ,358.E , , , . . , CB • U TYPE 1 . ; IE: 355.64 (12",SW) ; . .. ... .... .. ' ' . . :... .:. ; .:.:. ... ; . :. :. ; ; . . ; . ; . . . , .. . • . . : . , . . : , , , . , . , . :. W/SLiD,LOCKING ID - . , : -, I. •. . . .. .' . ., , ,. ... . ., ... _, ... . ... . ....- _ .. . ..... ., . ., . . . RIM': 4.9:96- ..... ... . .... ... .•. .-. .�. ..�.. . . - . . - IE• - 34 :53 (12", • SW -NE): - : . - ... . • , . : . . : . , , - . $8 TYPE :.2 48'.' (ROOF DRAINS ,ONLY) : : . . . . . . . . • . . . . . . . . . . . . 1M: 349:31. - - • - . - . '3.'_1-2" CPEP A.-00% - : : : : : . . . . I . ;342..0; &SW&NE). ; . , : - . .. . : : : : ' , : - . , - . .. -(12" , .9-1 18.46' Rl - .. .. .. m , - . , • . . ..._ . ... ,. - .. . ..... ., .. . _.. . . ..CB' T (TYPE. 1):... . . .. . . . . : . . . , . ; .. . , . ; . • ; ' W/. S LID-$ LOCKING ID, - ; : . . : : . : REVISIONS: N 1, PER CITY REVIEW ui 't 9-10-05 80 + 2. PER CITY REVIEW � M PLAT OF . . . 6-5-06 c}i .L. ORCF ID ."LANE " •" > w • W - % ENT •. 70 z •-12-0 .9$ -. - -- ' ... SAWCIJT.EXIST. PV T. _ ... END EW ROAD .. N • EL: • 371.00 • • • 0J • _ :. . . W L,J eV_o� � , o • : , . . . . Z o -N0)00� • • ,"; , g VN / .n- � � \-, ca N • . I ... .. .: • : • . W � . Ill --°cam '..-.. .'.. . °- rWnn V . .. . .. . 350 W . • • • , • , . • w w � - ............ . z w 1 2 40 ,N Q�,.._ �G �� 7 N 1* o . ' . '. . . '. .' . ' . '. . a '7 3 n J p Q M . p Nv� d N �� w w • . . . . . . , �b� _OFF' � . IE: 3 6.9 (12"; NE) o .. . . . . . . . . . . (R00 DRAINS' ONLY . . . . . : : . : Q) c0i. o • . : . . . . N,,0 : Orrj : : r7 nI,. < .. . . . : . . . . og0 ood. : N. . . . .. ,- . . _. . .. ., . . ., . - - .. . ,. . ., . .. ._ ., . . _. .. . . ,. . .. .. . . . .. . .. . .. - .. . .. . .. . .. ,. . . .. . .. .. .. . .. . - .. .. . .- • -• . .. , . . . . . . , . , . . . . . . . . . . . . . . . , . 12+00 13+00 ............:.: --,.. .- .-:.:.,,.. ...-- :.'.' .-*...,:.: ._,..-, I.. -, .. .I, .. .I. - .7I -. '. '- -_:.: `-..� .",. -..". I . -. '- 12t `V S / 1 t�h VE.' S.. ,.. .. .... .. ,.. -- :... _. '.. .. .. ..,-. PRf CfP L COLL CTOR A TERIAL 40 MPH ROSS: EGTION: YPE M SC LE: 1" = 20 HORZ. 1" _ :5 VERT: __ .. 00 00 0 0 c� N Qo 0)O to � O 0) �U L N� � "t cow �aj In N')Ln ui d' r0 M r') `' M to M M rM M n 9+00 10+00 11 +00 32C 31C �'_�.- '. , - - '. , -, - '_ - - .- '.. � .. .. . . . .. . . - .. . .. . .. . . .. .... , * * , I . I �� . . . '%'%�_� . . ..-.. . . - - - ..-.- - - . '. ... "........ .... - .............. ..... ... .... ... . " .. - EXISTING GRADE:®- ,. - . : . • . . .. PIP.E . EA EMENT . . , , . . . . . . . . , . . . . . . . ..... ... .. .....w ... . ... .... . . ...:. ... ._. o - , . .w . . . : *. , ., �. . .. -_ : *. " , '. . .,. /: . . .. : '. , ., . .. . : -, , , � '' , '' : '' . . . : . I . I : . . .....r- ... - ..... .... . ... . .... .•. .+ . . . . .-.. .�. .•. . . . . . . o . . . . . . . . . . . . . . . . . . . . . . , . . . . . . u _ _ _ ___._ . . .. OWN TYPE 1 LT(1.. ." . W . . • . G'.LID." : . . • PROPOSED .. PIPE: EA - GR.ADE. @ ' .MEN1 . • . _ '- U - . - - SOLID," LOCKII . ;.SA2+72.0,'1.8:0 5 A 1+00 (ESMT) . .:. . - :SA0+74-.(ESM)-.•.- : . : .\: oo•,• z... . • .. R M: 307.33 , .... " . . . RI . . . : IE : 08.7 3 •303.0 . - . • . . . ... . . . . . . . ..... . .. . . . . ..... ... . o o ri. - : " . " . IE 04.0$ (12" . N &SE) . : • ;. : --.__ ._. .. : :.:. :.:. : .. : :.:. : : .... : .... . ... . ... : �` ... 0 D: �. ,... . TO P O - : . 14'- ;12"• CPE C� 1.4 % -. - : . - . .' . . , . . . . . . ' . . "12" - '' , '' , '' , , , . , * , , .. . . 0 . . :/ : * * , , P ,@' 2:56%, ------_----- �.- - L . . r..z 300 1 +00 2+00 TRACT A, TRACT E 9 LOT 10 ESMT. SCALE: 1" = 20' HORZ. 1" = 5' VERT. PERMIT N0. 05-103031-00 RESUBMITTED JUL 2 0 2006 APPROVED CITY OF FEDERAL WAY BUILDING DEPT. I DATE 30 QLij LLJZ � � N0 o to - Z �- (/) C:) k 'o w Q -.4 '0 W o w LO W W ZcooN rno � (J� .N N � DEN QL W � 0 Y Q M W OpN W iy ca * . Z N � ai voic (O1�Lz E. ( �' Q 1. ui 10 Ld Ku 0 . x i 0 DATE: 5 14 05 SCALE: 1 " = 20' H 1" = 5' V DESIGN BY: JJJ DRWN. BY: JJJ APP. BY: JOB No. SHEET 8 OF 15 A PORTION of the S.W. 1 /4, SEC HUN 19, I UWNSNIF' 21 N., KANVE 4 L., W.M. REVISIONS: 1. PER CITY REVIEW r) 9-10-05 LO M It LO + N MEW 350 n II~ LOW POINT ELEV = 357.97 1 OW PC11NT CTA = -41 �A7 9i0 LO N 06 100.0' .drICAL CURVE N U 06 = PVI STA = 33+68.25 + ro PVI ELEV = 375.61 M 00 c� in A.D. = -6.90 06 Q4 V - 1A AO 0 L 2. PER CITY REV0 j 6-5-06 1.1 - 380 3. PER CITY REVIEW ( -- . .*: J W U) s <= 31+00 PVI STA = 21+50 N _c ¢ PVI ELEV = 347,36 (-1M(0 3: A.D. _ -5.$6 M O - -1 - i 32+00 33+00 34+00 370 360 350 320 310 OR . ' :. : ., . ,. -. . ..... . . /c"!: ..�,..-.... ... _ :. _:.,,.I. 'I. - '- EXISTING -.._..I Z : - : -- : : - - :- - '- : -: - -: . , .....- 1 _ - , .. .. .. PIPE ... ..... . ... . - ... ... . ..... ... . - - . - .. : . . . : _ :. : . ; . ... . : : . B 1 (YPE 2-48"). RIM:' 3 4.0' ..... ... . - .... '. .. . _ .S. V, ..... .... _ . ... .IE: 29 .2 .(EX.)(CON.T ACTOR . . z. .. . . . . . . r . .qQ. - IE; 301.0 '(12",NW. & ) .' . ' ., ... • . . • . ... . . ; >_r� .. ..• : % � o ..... . .. IL 301.5 ,(6",SW).._ .. . . .... .:. . .. _ .. .... . .. zc�Z' . .. . W/ SO ID,. LOCKING. LI 25+11.62, 4' - RT (12 PL -W) . . ©• 1 y •, . SET - 0 ER - EXIST: 15" IPE - . - . . I CB Z' (TYP 1) . • . . . . 63g . W . SOLID, OCKING LID. . . : RIM:-.318'6 *. - . : . . . . . . . .... . . _. . . - •'IE: 313.66 (12";W&E) .- . .. . . - . -. . : . . . . ..... ...(ROOF -DRA NS- ONLY) ... . .. .. ... . ...... _:... . - .. ... . ..... ... . D o 06 •r OM rj M 'i.I, ::,.I:.-. . - .�'.: .I.... ,.- ... '_ I.'.....I. . _ ....'_ �_ _ _ , �" " l4 ..'........�. . _ _ ,l "� : i o+oo TRACT A - SOUTH '+00 SCALE: 1" = 20' HORZ. 1" = 5' VERT. o+oo TRACT A - SOUTH '+00 SCALE: 1" = 20' HORZ. 1" = 5' VERT. ., 0 360 350 340 330 320 �� 320 310 300 PERMIT NO. 05-103031-00 RESUBMITTED FIff JUL 2 0 2006 APPROVED BUILDING DEPT. DATE 0 z LL d- W�� o W I o z 0 (z)I - ll;�_ � 0 0 L0 ON .n z_ N Z W U, � z o Q) a) Z rrn�0x rW V W Q w w z 0 �Z,1 t 3 �� ti o 3 t n J N 'O ,M M d;Z w G 6'n (�/�� - X w _j CL rf W1 z ,__ O O I-- . QL r) (/) Q [__ o U j ( 0 ' l o V" w a (/) kto� wOr Z z0)o F-� � (j� N N � � o�N 0 or-d ooN w � Co `' 4 Z NQ Z � oz o LJ (00Ec 4. � °- (/) , Q ; - 0 w x 0 ^� Im w z 0 22 DATE: 5 /14/05 SCALE: 1 " = 20' H 1 " = 5' V DESIGN BY: JJJ DRWN. BY: JJJ APP. BY: JOB No. SHEET 10 OF 15 \ % A A PORTION of the S.W. 1/4, SECTION 19, TOWNSHIP 21 N., RANGE 4 E., W.M. 8 U) 00 "k )Q� A�jGeneral Notes: 1. All construction shall be in accordance with the Federal Way City Code FWCQ, applicable TING�AFFIC ordinances, and the City Council conditions of project approval. These documents are SIGNL (THREE) al Construction C (WSDOT/APWA), the King County Road Standards (KCRS), and the King County Surface Water X. supplemented by the Standard Specifications for Road, Bridge, and Municipal struc on Design Manual (KCSWDM). It shall be the sole responsibility of the applicant and the professional engineer to correct any error, omission, or variation from the above requirements found in these plans. All corrections shall be at no additional cost or liability to the City of Federal Way. v 7' ADDITIONAL R.O.W. TO BE DEDICATED TO THE A- 2 The design elements ;. T I r \ \ \'.\\ CITY Engineering Review Checklist. Some elements may have been overlooked or missed by the City D the Federal Way within these plans have been reviewed according to \ \` P Engineering Plan Reviewer. Any variance from adopted standards is not allowed unless ,_,___ _ �,' I \ \. \\ \ specifically approved by the City of Federal Way, prior to construction. ?� ;' I i �; \.,\\ \ \ \ \\ \\�``\ I \ 3. Approval of this road, grading, and drainage plan does not constitute an approval of any other \I \ \ ' I `'' \ \, \ \ \`. ,p construction (i.e. domestic water conveyance, sewer conveyance, gas, electricity, etc.) WA, 0 W\\ 4. Before any construction or development activity, a Preconstruction Meeting must be held between N\ A C V.0 A\1 0 the City of Federal Way, the applicant, and the applicants construction representative. \'(0, \x D 5. A copy of these approved plans must be on the job site whenever construction is in progress. \ , \ ` 1 + //0 /� �'I I \ \ \. \ \\ ,\ \ \\ \ \s. A A OF (TYPE :E��- —0 21 p.m., Monday through Saturday.•J 1 \ \ \ \\ \ \ A V 6. Construction noise shall be limited as per FWCC (Section 22-1006); normally this is 7 a.m. to 8 \ \ � I \\ , I , I A RE 7. It shall be the applicanfs/contractor's responsibility to obtain all construction easements necessary\ \ ` \ `` �° Y `' ,. i \ I i \ I I \ ` ; `\\ \� \ \� �� \\�� before initiating off -site work within the road lights of way. 156 0C � \ , �s \ � \ \ \ \Q • , %—\ \' \ • � I I ;, . \i\\\ \ �<, �� \ \ I \ \ r l i\ \ i I \ I \ \' \\ C G+ Franchised utilities of other installations that are not shown on these approved plans shall not be 8. constructed unless an approved set of plans that meet all City requirements and the requirements i15.0 1 \NAI 9. of KCRS Chapter 8 are submitted to the City of Federal Way at least three days prior to +58 12t construction. \ \\ \ �� Z \ I\I I I .. ;\ .; ,\ ( \`\ N 9. Vertical datum shall be KCAS or NGVD-29. LUMI E' N 10. Groundwater system construction shall be within a right of way or appropriate drainage 1_t�' easements, but not underneath the roadway section. All groundwater systems must be constructed in accordance with the WSD0T/APWA Standard Specifications. I t i , \ +, \ �` \ `' \ \ T \ ` ` I`\ \ ��\ \ 'J> i �' 1 +' \ 1 ! \ \ \ \ \\ V �M hS H R1M=28�.34 8 j z1_ \V7'�O_ V \A Q_ \t > i,6 N FUTURE\ MUI IT ktl 6' y LOT DEVLO fE 1' \\ `\ �-\- -- — \ \ \\ % ".0 3 7 G. 7v NORTH LINE GOVERNMENT LOT 2 *58'44"t-298.22' \\ ` \ \ \ \ \ \ \ \ ! ,---------------------------;=-- 00 1 `ti \ C) MQOR CO Ce _EAS A $-1-50.88 CTR- C LUMNARE .27 REMOVE EXISTING ICURB, L GUTTER, SIDEWALK & ASPHALT. UGH .. EXIST. C j I ; i� �`IJ \ `p \ RIM=496 "(,ADJUST AS NECESSARY) E 12" 378 X. SQM 44 IE 12'/ADS NE=353.00 _ \ \� � / � I / _ _ { ..' ', ` I ' \ \\ \ ':.; .c �, \ \ � 15, HDP IE I�r.ADS ESE=351.51 IE CrEr 351.5 (E, NEW) 4 42 3 cob \ \ v EXISTING 3 x (TYP) CONTOUR .'1_5 A[ A 1�(R 3 0000.3. 4-0 36 {7 I//38 PROPOSED R —/CONTOUR REMOVE EXISTING; CURB, GUTTER, (TYP) SIDEWALK & ASPHALT. i4�54- .35"339th= +09,00 13,th CT U v' 37 34 0 7— 74 7 _34 5+00 77— �3 Z' 17 Pi 00 /7 32 1-3 �Q) 26 31i 29 30 84, -1 f M j28 77'\\\. \�\ f 12 + 6 7.9 -1, 2th 71" OOLINDARY-�_INE 7 .7 2C T 3 TA-2 \S88'59 4"E 10 T40 TA-4 '>o IF 5 TA-6 / '\ .\ \_ EXIST. 15' SAN SKR Z -7 EASMENT (REC. NO. 20010312000348) I —\ \ a TA-7 10 610 TA—8 TA-9 20 1 21 1 )TA-111 \ I Nv\ 9 A -24--N, H, TYRE\\�1-48" kb�3� .41 tlE,323.48- (tNLN) 39-0.06 (Odf- AG NO FTUREGR4DING FOR PLAT - --OF CAMPUS "IT GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. GRADING QUANTITIES CUT: 39,952 CF FILL: 32,330 CF 0lm PERMIT NO. 05-103031 -00 RESUBMITTED JUL 2 0 2006 APPROVED CITY OF FEDERTEWAV__ BUILDING DEPT. DATE REVISIONS: z ry LL] 0 6 T_ Q) r) Lr) W 0) Lo - V-- 6 Z 00 Lo 6 0-) 00 Lo co VN�L0 Z Lo LLJ C) _J te) U') Ly- 5z UJ LLJ O ? Z L0 L') n cc Zrno "'LJ3 z zr LU Cr Ct Li Q� Cz Lon p oo CL U p 0 CL 0 LLJ ILL LLI UJ 1171 .15 i . 0 z 0 DATE: 5/ 14/05 SCALE: 1 = 50' DESIGN BY: JJJ DRWN. BY. iii APP. BY: JOB No. SHEET 11 OF 15 RIGHT-OF-WAY LINE i 3' 8 6' ' SIDEWALK LA 2CAPE ,• 1 _:MqX IP 2% .d' 4" THICK CONC. SIDEWALK MIN. 2" THICK CSTC 0 c--4j 35' 35' 18' 18' 8' 3 LAND PE SIDEWALK 0.5' VERTICAL CONC. 0.5S 2% I Mph CURB & GUTTER 2' 2% 2% r ---------- 4" THICK CONC. SIDEWALK 2" THICK 4" CLASS "A" ASPHALT CONCRETE CSTC 8" COMPACTED DEPTH ASPHALT TREATED BASE (ATB) NOTE: PORTIONS OF 10th AVE. SW FROM STATIONS 1+69 TO 7+73 ADDITIONAL GRAVEL MAY BE REQUIRED HAVE A 25:1 ROAD TAPER ALONG THE WEST SIDE THAT REDUCES DEPENDING ON SOIL CONDITIONS THE PAVEMENT HALF WIDTH TO 6' AT MAXIMUM TAPER. 10th AVE. SW/12th AVE. SW TYP? SECTION N.T.S. PRINCIPAL COLLECTOR (CROSS SECTION M) 3 K 0 26' 26' 3' 5' 4' 14' 14' 5' 3' SIDEWALK LA CAPE LAND PE SIDEWALK IP 0.5' VERTICAL CONC, 0.5' ST I >4f,qCURB & GUTTER22% Lri74THICK 4" THICK CONC. SIDEWALK CONC: SIDEWALK MIN. 2" THICK MIN. 2" THICK CSTC 3" CLASS"A" ASPHALT CONCRETE CSTC ��') " COMPACTED DEPTH CRUSHED SURFACING BASE COUSE 5 " COMPACTED DEPTH CRUSHED SURFACING BASE COUSE ADDITIONAL GRAVEL MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS 12th PLACE SW & 13th COURT SW LOCAL STREET TYP. SECTION (CROSS SECTION W) \ N.T.S. (A \ 3 w X z w 7' ADDL 42' EXIST ROW ROW 42' 3' 8' 6" 32' EXISTING PAVEMENT SECTION SI EWALK LANDSCAPE m STRIP o 0.W w 28' +/- M,q� t4.5' SAW CUT 2� � MIN. 1' BACK 1" 'i1} .... .. . Z• ... . 4" THICK EXISTING PAVEMENT CONC. WALK VERTICAL CONC. 4" CLASS "A" ASPHALT CONCRETE CURB & GUTTER 10" CLASS "E" ASPHALT CONCRETE 2" COMP. DEPTH CRUSHED GRAVEL 6 " COMPACTED DEPTH CRUSHED SURFACING TOP COURSE ADDITIONAL GRAVEL MAY BE REQUIRED PRINCIPAL ARTERIAL DEPENDING ON SOIL CONDITIONS • (CROSS SECTION E) SW MP US DRIVE N.T.S. N. D. C. B. U. CUTLER MODEL CB-12 OR EQUAL BACK WALK 10'-1 „ 18 2 -7 6'-0 N ANCHOR BOLT PATTERN PER NDCBU PEDESTAL TEMPLA TE - 3/8" x FULL DEPTH " EXPANSION JOINT 6 it ',.q I...�•,Q A SIDE VIEW IL FRONT VIEW PLAN VIEW NEIGHBORHOOD DELIVERY . & COLLECTION BOX UNIT -(N.D. C.B. U.) INSTALLATION NOT TO SCALE S'1Q,. 2 Wig. RESIDENTIAL ---� 10'-0" MIN. 20'-0" MAX. COMM./INDUSTR. 30' - 0" 2-LANE 40' - 0" 3-LANE EXPANSION JOINT RIGHT-OF-WAY LINE 6" VARIES 3' MIN VARIES o.o MATCH EXISTING DRIVEWAY GRADE 2 CSTC for RESIDENTIAL 4 CSTC for COMMERCIAL CEMENT CONCRETE DRIVEWAY 6" THICK SECTION A -A PUBLIC r WORKS .,f. �URyDEPARTMENT 6„ EXPANSION JOINT 5" * 0.02 FT./FT. d- 0.05 FT./FT.2 N .. o CEMENT CONCRETE ' SIDEWALK a• V-6" * NOTE: TOP OF LIP AT DRIVEWAYS. CONCRETE VERTICAL CURB AND GUTTER CURB DETAIL NOT TO SCALE -- SIDEWALK — PLANTING STRIP, IF ANY. SEE CURB DETAIL DRAWING 3-4 NOTES: 1. COMMERCIAL/INDUSTRIAL DRIVEWAYS WIDER THAN 40' MAY BE APPROVED BY THE ENGINEER CONSIDERING TRAFFIC SAFETY AND NEEDS OF THE ACTIVITY SERVED. ALL COMMERCIAL/INDUSTRIAL DRIVEWAYS SHALL HAVE AN EXPANSION JOINT LOCATED MID -WIDTH. SEE KCRS SEC. 3.04. 2• SEE SEC. 3,2,13 AND CURB DETAIL DRAWING 3-4. 3. CONCRETE SHALL BE CEMENT CONC. CLASS 3000 WITH 4% TO 6% AIR ENTRAINMENT. 4. FULL DEPTH EXPANSION JOINT IF DRIVEWAY WIDTH IS 15' OR GREATER. CURB & GUTTER SECTION DRIVEWAY /.'... PU(N�11� P • •• o000000a • • �• o0000000 p00000000 •.•,•••, .•.•. +xl wx SLOI,E gS8888888 a PA 0 (SEE OE7N - I Kim a /Fl. DSIM CUNG3-i M CSTC 4' UN f ime CONCRETE SUWLK ZFCIIQN A -A NOTES; 1. RAMP AND APPROACHES SHALL BE CLEAR OF OBSTACLES INCL HYDRANT$, POLES, AND INLETS. 2. RAMP CENTER LINE SHALL BE PERPENDICULAR TO OR RADIAL TO CURB RETURNS UNLESS OTHERWISE APPROVED BY ENGINEER, 3. WHEN RAMPS ARE CONSTRUCTED ON ONE SIDE OF THE STREET, RAMPS SHALL BE CONSTRUCTED AT CORRESPONDING SIDEWALK LOCATIONS ON OPPOSITE SIDE OF STREET. SEE DWG. NO. 3-4 4. ON ARTERIAL STREETS. IN GENERAL CASE, CURB RAMPS SHALL BE CONSTRUCTED TWO PER RADIUS, IN OR PREFERABLY AI)JACENT TO THE MAIN PEDESTRIAN PATHS- 6. ON RESIDENTIAL STREETS OR WHERE UTILITIES ARE IN CONFLICT OR STREET GRADE EXCEEDS 4.0% CURB RAMPS MAY BE CONSTRUCTED ONE PER RADIUS, AT MIDPOINT OF CURB RETURN OR AT MAIN PEDESTRIAN PATH. REV. 3/23/06 a+rw<Q� PUBLIC WORKS DEPARTMENT •`• .. ''• .. Ixl �SIAPE pp yWAK" PATiiHN DETECTABLE WARNING PATTERN AREA SHALL BE A_ RAMP YELLOW, IN COMPLIANCE 8rk WITH STD. SPEC. &14.3(3) \.,,! , A� ai MIN. MAX. A 1 5/B' 2 3/8' 8 5/8 1112' PLAN C 7116• 1 3/4" I i p ELEVATION DETECTABLE WARNING PATTERN DETAIL: CURB RAMPS IN VERTICAL CURB pw NO. 5\0I ll� cpNc4�" l5 .s`l '':;'�''%'+..•2�°-----2.0' MIN ,.,�;.ZSlP.;.,1;•• oOME SEC1Di0NTRUNGATED . .•.;: 7 TEXTURE SO CEMENT_ CONCRETE 6' MIN. SI PROPOSED SURf/YOR E ••••••••'•••• 5�� 8� t �0� SIDEWALI( AND RA11P MATCH CD SUC C 12 ASPHALT CONCRETE ,ACTION A -A CEMENT CONCRETE SIDEWALK TRANSITION TO ASPHALT SHOULDER DWG. 3 -6 NO. B REVISIONS: 1. ECITY REVIEW 9-10-05 2. PER CITY REVIEW 6-5-06 V Z W � ti Q Lo W�olO 0) CO 00 V N Lo z� LO W� Ll._ rn_ `� C) x W CL W 0 QNO /� 00 00 aa�a�t� O N ( N ��y6,�b•�s � F�� o W Q O 1 1 i "'Q•"+�� ++�17 v 1 Q Q O ct It U W 0 In LO o ��iY)LO w zoo ' LJ z iCN k Q N wwfJ�EN O w U- Nc .. Q,• U_ O Q � r Q q w �. 0- P 2. ustectable waming patterns maybe cheated by any method l -.r that will achieve the truncated dome dimensions and spacing rLj @p shown. The detectable warning pattern area shall be yellow, o in compliance with Std. Spec. 8-14.3(3) Ad A r ' 3. Curia and gutter shown, see the Contract Plans for the curb w o design specified. See Std. Plan F-1 for curb details. ;:I , :•: 0 PLAN' 4. See Std. Plan F-3 for sidewalk joint placement and: details. DATE: 5 14 05 MIN. MAX. S. Ramp slopes shall not be steeper than 12H:1V. A 1 5/8' 2 3/8" SCALE: NONE B 5/8" 1 11/2" C 7/16" 1 3/4' 0 7/8" 11 7/16" ELEVATION TRUNCATED DOMES (SEE NOTE 2) DETECTABLE WARNING MATT1ou n;:TAII DESIGN BY: JJJ DRWN. BY: JJJ APP. BY: JOB No. SHEET 12 OF 15 FILTER FABRIC 4' PERF. PIPE 1-1/2° 3/4' WASHED ROCK TRENCH CROSS-SEC77ON SLOPE TO ROAD 7RAINAGE SYSTEM 2' X 10' LEVEL TRENCH NTH PERFORATED PIPE PLAN VEW OF ROOF T YP. I ND/ V. L 0 T PERFORA TED DRA I NA GE CONNEC TION 10' (TYPICAL) FENCE NOTES: 1. FENCE SHALL BE 6 FEET IN HEIGHT. 2. ACCESS ROAD GATES SHALL BE 16 FEET IN WIDTH CONSISTING OF TWO SECTIONS 8 FEET IN WIDTH. 3. PEDESTRIAN ACCESS GATES SHALL BE 4 FEET IN WIDTH. 4. FENCE MATERIAL SHALL BE No. 9 GAUGE GALVANIZED STEEL FABRIC WITH BONDED VINYL COATING, VINYL COATING SHALL BE GREEN IN OPEN AREAS AND BLACK IN WOODED AREAS. 5. FENCE POSTS SHALL BE GALVANI7ED STEEL WITH TOP CAPS AND SET A MINIMUM OF 2 FEET DEEP IN CONCRETE FILLED POST HOLE. CORNER AND GATE POSTS SHALL BE SET A MINIMUM OF 3 FEET DEEP IN CONCRETE. CROSS BARS SHALL CONNECT ADJACENT FENCE POSTS. 6. ALL POSTS, CROSS BARS, AND GATES SHALL BE \ PAINTED OR COATED THE SAME COLOR AS THE VINYL CLAD FENCE FABRIC. �\ SET POSTS IN CONCRETE- \.. \ 2 MIN. FILLED POST HOLE, (3' MIN FOR CORNER & GATE POSTS) 8 INCH MIN. DIAMETER DRAINAGE POND FENCING N.T.S. 310 ------1��----o o °o ° 12' ACCESSRD. w/MIN. 4" THICK COMPACTED CRUSHED GRAVEL 308 CONC. RETAINING WALL 306 -_ - _------ -- EX�S�\EG �FtP� 304 (15' ON CURVES) MIN. 777 1-1/2" CRUSHED GRA TOP COURSE 5" CRUSHED GRA DEL BASE COURSE GRA 1 /EL A C CUSS R OA D NOT TO SCALE RECYCLE OR TIMBI 8" X 8" REMOVABLE BOLLARD P LAN WETPOND Proportions Percent Percent SEEDING MIXTURE: by Weight Purity Germination Kentucky bluegrass (Poo Pratensis) 15% 85 80 (Birka, Majestic or Sydsport) Tall fescue (Festuca Arundincea) 40% 95 90 (Arid, Jaguar or Rebel) Perennial rye (Lolium Perenne) 30% 95 90 (Derby or Pennant) Chewings fescue (Banner) 15% 95 90 Apply this mixture at a rate of 120 Ibs/acre. 1" CHAMFER 4 SIDES FIXED BOLLAR BOTTOM OF POND, CREATED WETLAND AREA TO BE PLANTED WITH: SOFT RUSH (JUNCUS EFFUSUS) SLOUGH SEDGE (CAREX OBNUPTA) BUR REED (SPARGANIUM EMMERSUM) BOTTOM OF CELL 1 TO BE PLANTED WITH: HARDSTEM BULRUSH (SCIRPUS ACUTUS) SLOUGH SLEDGE (CAREX OBNUPTA) ------------------------- E s _/ ORPO ------------------ MAX. WATER LEVEL: 303.0 - - - - - - - ---------- - - - - - - - - - 302 �1�%- O i -----.�p _ ------------- -- _ --- - Q o rr ELEV: I- ELEV: 301.0 ELEV: 302.0 �, j c� 300 301.0 --- ---------\ `� - o Q _ - - - - - ------------ Q- \ TORMWATER WETLAND W/ WETLAND VEGETATION (SEE ABOVE) �� 298 ELEV: --- CROSS SECTION » » TRACT A -------�ir� POND rear ---_ 297.0 SCALE: 1" = 20' HORZ. CELL 1: SEDIMENT CELL 1" = 2' VERT. TOP AREA: 1435 SF @ EL: 303.0 BOTTOM AREA: 125 SF @ EL: 297.0 VOLUME: 4680 CIF 308 - - 306 304 ---u 302 20'--12" CPEP @ 10.007. _--_ 300 CB#2 (TYPE 2-48") W/ SOLID, LOCKING LID STA 25+83.7, 31.5' RT RIM: 313.2 IE: 308.5 (12", SW) IE: 303.0 (12",NE) W/ O/W SEPARATOR (N NOTCH RECYCLED PLASTIC OR TIMBERI 1/8" MIN. THICKNESS GALVANIZED STEEL OR ALUMINUM. INTERIOR SIDE DIMENSIONS 1/4" GREATER THAN POST - DIMENSIONS E 1" CHAMFER 4 SIDES ROUND SELF-LOCKING SOLID COVER MARKED "DRAIN" (OFFSET -SEE NOTE 2) STAND. GALV. STEEL LADDER/STEPS 2' MIN. ". °• a d. (PER KCRS # 2-006) a `o n N PIPE SUPPORT(S): 3"x.090 GAUGE yp BOLTED OR IMBEDDED 2" IN WALL MAX. 3' SPACING. MIN. 1 SUPPORT EACH ROD 8" X 8" X 4'-0" N 1/2" GALVANIZED EYE BOLT W/WASHER AND NUT. RECESS NUT AND PEEN BOLT THREADS. 500# MIN. TEST GALVANIZED CHAIN ANCHORED IN CONCRETE REMOVABLE BOLLARD SECTION A- l. RECYCLED PLASTIC BOLLARD SHALL BE WHITE. TIMBER SHALL BE DOUGLAS FIR, DENSE CONSTRUCTION GRADE, AND SHALL BE PRESSURE TREATED WITH A WATERBORNE PRESERVATIVE (ACA, CCA, ACZA) IN ACCORDANCE WITH THE REQUIREMENTS OF SEC. 9-09.3 (4) OF THE WSDOT/APWA STANDARD SPECIFICATIONS. TOP 5" OF TIMBER SHALL BE PAINTED WHITE. 2. STEEL TUBE SHALL CONFORM TO ASTM A53 GRADE A. 3. NUTS, BOLTS, & WASHERS SHALL CONFORM TO ASTM A307. 4. ALL STEEL PARTS SHALL BE GALVANIZED. 5. CONCRETE E SHALL BE CLASS 3000. 6. MIN. 50" SPACING ON TRAILS LESS THAN 10' WIDE. 60" SPACING ON TRAILS 10' OR WIDER. BOLLARD BARRIER DETZIL NOT TO SCALE CMP TO CPEP 12 COUPLING CMP 18 0 z o MIN. �I FROP-T SHEAR GATE 4 WITH CONTROL ROD (PER KCRS #2-026) ROD BENT AS REQUIRED z_ N ELEVATION OPEN BOTTOM OIL/WATER CATCH BASIN No. 1, 19 & 26 TYPE II-48 SP m I- � U Q U p CK w U Q w LL � o 368 w CELL 1: SEDIMENT CELL - -TOP -AREA; _676-SF_@_ELr-364.0- - BOTTOM AREA: 100 SF @ EL: 360.0 VOLUME: 1552 CF S o' Lj r_ RqI /Nc 36 6 !! OVERFLOW TO o WETLAND z 1 1J- 364 _ MAX. WATE LEVEL: 364.0 - - - - - - - 1_1 �� o WETLAND CELL r Q 363.0 364 SF SURF AREA o WATER LEVEL: 364' 362 j N v~i ,;�`' �� ` „ �� BOTTOM: 363' Q - w 12" 1 C) CB#28 (TYPE 2-48') 361.9 It �C'� TORMWATER WETLAND W/ 360 W/ SOLID, LOCKING UD ��WETLAND VEGETATION -ST7+43;-7.3`Ll - - - iii\7ir/-/777 - - - - + SE€ -A- 9V€)- - - RIM: 366.0 IE: 362.0 (12",N&S) CROSS SECTION TRACT "D" POND W/ 0/W SEPARATOR SCALE: 1 " = 20' HORZ. 1" = 2' VERT. 1. METAL PARTS: CORROSION RESISTANT, GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT 1. 2. FRAME & LADDER OR STEPS OFFSET SO A. CLEANOUT GATE IS VISABLE FROM TOP. B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. 3. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE OR CPEP , OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1 /4". FI-FOI--71 1oo' (tYP I I N J03i � �:n3 SIfmf SIGN DESIGNATION / SIZE W8-1 BUMP 30 x 30" W8-1A BUMP AHEAD 30" x 30" W13-1(20) 20 MPH ADVISORY PLAQUE 18" x 18" NOTES' 1) ADVANCE SIGNS USED ONLY FOR FIRST IN SERIES 2) WHEN 2 OR MORE BUMPS, REPLACE W8-1A WITH W8-1A(S) (BUMPS AHEAD) M N 4 ly c1 m SECTION A --A - PARABOLIC CROWN STANDARD CLASS D OR g- CLASS C MIX (TYP) 2' �tr4;R CURB FACE ` GUTTER TACK COAT 1P) SECTION B-B (CURB AND GUTTER) SPEED TA BL E Lj 8» MAX.1TA6;ER SHOULDER SECTION B-B (SHOULDER) CITY STD. DET. 3-27A PERMIT NO. 05-103031-00 RESUBMITTED JUL 2 0 2006 APPROVED CITY OF FEDERAL WAY BUILDING DEPT. DATE REVISIONS: 1. PER CITY REVIEW 9-10-05 2. PER CITY REVIEW 6-5-06 3. PER CITY REVIEW 7-1 9-nF V z r W MLo W�i0)o z C) co � VN�L0 z��N W� V w Q W W z 0 w UO N O W �f)kl5 6'n r�F w U) Q LLJ 0 W Q Z Q c (0 ,. LJ QD a h U W a_ o. �L0 = 00 ON L_q I Cn � � N i-.- W C) ems- N �Lo Lu QL o o 4. Z �3 L-Li c. w: a. W o: w o DATE: 5 14 05 SCALE: NONE DESIGN BY: JJJ DRWN. BY: JJJ APP. BY: JOB No. SHEET 1,3 OF 15 Erosion/Sedimentation Control Notes: 1. Approval of this Erosion/Sedimentation Control (ESC) plan does not constitute an approval of permanent road or drainage design (i.e. size and location of roads, pipes, restrictors, channels, retention facilities, utilities, etc.). 2. The implementation of these ESC plans and the construction, maintenance, replacement, and upgrading of these ESC facilities is the responsibility of the applicant/contractor until all construction is approved. 3. The boundaries of the clearing limits shown on this plan shall be clearly flagged in the field prior to construction. During the construction period, no disturbance beyond the flagged clearing limits shall be permitted. The flagging shall be maintained by the applicant/contractor for the duration of construction. 4. The ESC facilities shown on this plan must be constructed in conjunction with all clearing and grading activities, and in such a manner as to insure that sediment laden water does not enter the drainage system or violate applicable water standards. 5. The ESC facilities shown on this plan are the minimum requirements for anticipated site conditions. During the construction period, these ESC facilities shall be upgraded (i.e. additional sumps, relocation of ditches and silt fences, etc.) as needed for unexpected storm events. 6. The ESC facilities shall be inspected daily by the applicant/contractor and maintained as necessary to ensure their continued functioning. 7. Any area stripped of vegetation, including roadway embankments, where no further work is - anticipated or a period of 15 days, shall be immediately stabilized with the approved ESC methods (i.e. seeding, mulching, netting, erosion blankets, etc.) 8. Any area needing ESC measures, not requiring immediate attention, shall be addressed within 15 days. 9. The ESC facilities on inactive sites shall be inspected and maintained a minimum of once a month or within the 48 hours following a storm event. - '10. At no time shall more than one foot of sediment be allowed to accumulate within a catch basin. All catch basins and conveyance lines shall be cleaned prior to paving. The cleaning operation shall not flush sediment -laden water into the downstream system. 11. Stabilized construction entrances and wash pads shall be installed at the beginning of construction and maintained for the duration of the project. Additional measures may be required to insure that all paved areas are kept clean for the duration of the project. 12. During the time period of October 1 through April 30, all project disturbed areas greater than 5,000 square feet, that are left unworked for more then 12 hours, shall be covered by one of the following cover measures: mulch, sod, or plastic covering. 13. Any permanent retention/detention facility used as a temporary settling basin shall be modified with the necessary erosion control measures and shall provide adequate storage capacity. If the function as an infiltration or dispersion system, the facility shall permanent facility is to ultimately not be used as a temporary settling basin. No underground detention tanks or vaults shall be used as a temporary settling basin. 14. Where seeding for temporary erosion control is required, fast germinating grasses shall be applied at an appropriate rate (i.e., annual or perennial rye applied at approximately 80 pounds per acre). 15. Where straw mulch for temporary erosion control is required, it shall be applied at a minimum thickness of two inches. 16. Management practices providing significant tree protection shall be provided per Section 22-1568 (c) (6) (a-g) of FWCC. 2:1 SIDE SLOPES L=THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION � I• A 24" MIN CHECK DAM SPACING ROCK MUST COMPLETELY COVER THE BOTTOM & SIDES OF THE DITCH 6" M I N ROCK CHECK DAM X-SECTION TYPICAL ROCK CHECK DAM 0 2"-4" ROCK SOLID WALLS FILTER MEDIA � FOR DEWATERINC PERMANENT SEEDING NOTES 1. Seeding should be done immediately after final shaping if completed during the periods of April 1 through June 30 and September 1 through October 16 (if planted between July 1 and August 31 irrigation may be required), Sites which cannot be seeded during this time period should be protected until the next seeding period with mulch. 2. Permanent vegetation may be in the form of grass seed mixtures, sod, or wetlands seed/tuber mixtures. Seed establishment shall include the use of supplemental materials, such as mulch, 3. Site preparation - install all required surface water control measures. 4. Seedbed preparation may include the following: a.) If infertile or coarse textured subsoil will be exposed during grading, stockpile topsoil and re -spread it over the finished slope and roll it to provide a firm seedbed. b.) If construction fills have left soil exposed with a loose, rough, or irregular surface, track walk up slope. c,) If cuts or construction equipment have left a tightly compacted surface, break with chisel plow or other suitable implement. Perform all cultural operations across or at right angles to the slopes (contoured). The seedbed should be firm with a fairly fine surface after roughening. 5, Fertilization - in general, 10-20-20 N-P-K fertilizes at a rate of 90 Ibs,/acre, Developments adjacent to water bodies and wetlands must use slow release low -phosphorus fertilizer (typical 3-1-2 N-P-K). 6. "Hydroseeding" applications with approved seed -mulch -fertilizer mixtures may also be used, as long as tackifier is Included. 7, Seeding - apply appropriate mixture to the prepared seedbed at a rate of 120 Ibs./acre. Cover the seed with topsoil or mulch no deeper than 1/2 Inch. 8. Inspect seeded areas for failure and make necessary repairs and re-seedings immediately. a.) If vegetative cover is inadequate to prevent rill erosion, overseed and fertilize in accordance with soil test, b.) if a stand has less than 40 % cover, reevaluate choice of plant materials and quantities of lime and fertilizer. Re-establish the stand following seedbed preparation and seeding recommendations, omitting lime and fertilizer In the absence of soil test results, AS PER KING COUNTY ROAD STANDARDS, STABILIZED CONSTRUCTION ENTRANCE MAINTENANCE STANDARDS DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R-O-W PRIOR TO INSTALLATION OF THE 1. QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD IS NO LONGER CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY IN ACCORDANCE WITH THE SPECIFICATIONS, 2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT / ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE RUNOFF DRAINS OFF THE PAD RppO OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION EX \St�NG OF A WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF NECESSARY TO WASH THE STREETS, THE CONSTRUCTION OF A SMALL SUMP SHALL BE CONSIDERED, THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP. R= 25.0' 4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. UNDERLAY WITH 5. IF VEHICLES ARE ENTERING OR EXITING THE SITE AT POINTS OTHER THAN GEOTEXTILE FABRIC 12" MIN. THE CONSTRUCTION ENTRANCE(S), FENCING (SEE SECTION D.4.1) SHALL BE INSTALLED TO CONTROL TRAFFIC. 4"- 8" QUARRY SPALLS PROVIDE ADEQUATE POLYETHYLENE CAP STRAPPING OVERFLOW EL.= 304.0 6" PERFORATED POLYETHYLENE - DRAINAGE TUBING, DIAMETER = 12" CORRUGATED MIN. 2" LARGER THAN = METAL RISER DEWATERING ORIFICE. - TUBING SHALL COMPLY TACK 3.5' MIN. WITH ASTM F667 AND __ WELD DEWATERING ORIFICE. SCHEDULE AASHTO M294. _ 40 STEEL STUB: 1/2" DIAMETER 0,5' MIN. 1.5MIN. L__._ CONC. BASE ALTERNATIVELY, METAL STAKES RISER AND WIRE MAY BE USED TO 24" MIN PREVENT FLOTATION, RISER DETAIL SILT FENCE MAINTENANCE STANDARDS 1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED rAND CONVEYED TO A SEDIMENT TRAP OR POND. 3, IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT. 4. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT IS 6 INCHES HIGH. 5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. CATCH BASIN OVERFLOW POROUS BOTTOM GRATE NOTE: THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. 0.5 C.F. OF STORAGE, THE MEANS TO DEWATER THE STORED SEDIMENT, AN OVERFLOW, AND CAN BE EASILY MAINTAINED. Maintenance Standards 1. Any accumulated sediment on or around the filter fabric protection shall be removed immediately. Sediment shall not be removed with water, and all sediment must be disposed of as fill on site or hauled off site. 2. Any sediment in the catch basin insert shall be removed when the sediment has filled one-third of the available storage. The filter media for the insert shall be cleaned or replaced at least monthly. 3. Regular maintenance is critical for both- forms of catch basin protection. Unlike many forms of protection that fail gradually, catch basin protection will fail suddenly and completely if not maintained properly. CATCH BASIN INLET FILTER N.T.S. JOINTS IN FILTER FABRIC MATERIAL SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. GRAVEL CONSTRUCTION ENTRANCE N.T.S. I001 EMBANKMENT COMPACTED 95% PERVIOUS MATERIALS SUCH AS -CREST OF GRAVEL OR CLEAN SAND SHALL 15" RISER PIPE EMERGENCY NOT BE USED. (PRINCIPAL SPILLWAY SPILLWAY OPEN AT TOP WITH SEE DETAIL TRASH RACK MIN. /EL.= 304.0 1' MIN. SPILLWAY EL.= 303.0 DEWATERING DEVICE 1' MIN. , EL.= 302.0 FILTER FABRIC (SEE RISER DETAIL) - > SILT FENCE SEDIMENT POND :..• . +. BOTTOM EL.= 298.0 WIRE -BACKED SILT FENCE, I.E.= 299,0 STAKED HAYBALES WRAPPED DEWATERING CONCRETE BASE WITH FILTER FABRIC, OR (SEE RISER DETAIL) ORIFICE EQUIVALENT DIVIDER. 1. SEDIMENT SHALL BE REMOVED FROM THE POND WHEN IT BREACHES 1 FOOT IN DEPTH. 2. ANY DAMAGE TO THE POND EMBANKMENTS OR SLOPES SHALL BE REPAIRED. POND CROSS-SECTION SEDIMENT POND DETAIL N.T.S. 2"X 2" BY 14 Ga. WIRE C^ EQUIVALENT, IF STANDARC STRENGTH FABRIC USED. FILTER FABRI 6' MAX. MINIMUM 4"x4" TRENCH BACKFILL TRENCH V1 Li NATIVE SOIL OR 3/, WASHED GRAVEL. 2"X '+ WOOD POST, STEEL Fuv\1,L_ POSTS, REBAR, OR EQUIVALENT. NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE. SILT FENCE DETAIL N. T. S. CONS TRUC PON SEQUENCE 1. Arrange and attend a preconstruction meeting with City of Federal Way Inspections Unit. Call (253) 835-2700. 2. Flag clearing limits and wetland buffers. Flag property lines. 3. Post sign with name and phone number of ESC supervisor. 4. Install catch basin protection on existing CB's along Campus Drive SW & 12th Ave SW. 5. Grade and install quarry spall construction entrance. 6. Install silt fencing as shown on the plans. 7. Construct sediment pond, riser and outlet pipe & downstream drainage connection to existing pipe along east property line. 8. Grade and stabilize construction access roads. 9. Construct temp. interceptor ditches and rock check dams simultaneously with clearing and grading for project development. Adjust as required during grading to allow flow to pond. 10. Maintain erosion control measures in accordance with City of Federal Way standards and manufacturer's recommendations. 11. Relocate surface water controls or erosion control measures, or install new measures so that as site conditions change the erosion and sediment control is always in accordance with the City of Federal Way Erosion and Sediment Control Standards. 12. Cover all areas that will be unworked for more than seven days during the dry season or two days during the wet season with straw, wood fiber mulch, compost, plastic sheeting or equivalent. 13. Stabilize all areas within seven days of reaching final grade. 14. Seed or sod any areas to remain unworked for more than 30 days. 15. Upon completion of the project, stabilize all disturbed areas and remove BMPs upon approval of the Inspector. 2d 9 TEMP. INTERCEPTOR DITCH DETAIL DITCH TO MEANDER WITH CONTOURS AND BE RELOCATED AS REQUIRED DURING CONSTRUCTION PERMIT NO. 05-103031-00 RESUBMITTED JUL 2 0 2006 APPROVED CITY OF FEDERAL WAY BUILDING DEPT. DATE REVISIONS: CITY REVI • ► 41IWAV I -I I z Wes' Z z W ry 0 w o W�" V W 00 � J Q M CL w 0 a Co -to CJ • � �c q or z w o J Q �f o: w A DATE: 5 14 05 SCALE: NONE DESIGN BY: JJJ DRWN. BY: JJJ APP, BY: JOB No. SHEET 15 OF 15 Q N _o N 0 0 N n 3 a d c 0 C E 7 y C T LO 0 v m LL U s O LL cc POLE SCHEDULE A PORTION of the S.W. 1 /4, SECTION 19, TOWNSHIP 21 N., RANGE 4 E., W.M. WIRING SCHEDULE POLE POLE CIRCUIT LAMP LAMP T I RIB LIPS MOUNTING; MAST # ID # STREET STATION OFFSET # WATTAGE 1 TYPE TYPE 1 HEIGHT ARM �1 10TH AVE. SW 3+10 33.5' LT 1 250 HPS M-C-III 35 16' _.._._.._......._.;. ...----.......................... O2 ............................. ..................;................. 10TH AVE. SW -- - 4+51 --..._._------_...__ 33.5' LT .................... 1 ....- 250 ----------- _................ .._----------- HPS --. ........ M-C-III ............................... 35 _------------..._.._.... 16' .................................................. ....._.-.-__.._...,......... �3 10TH AVE. SW 5+93 33.5' LT 1 250 HPS M-C-III 35 16' ® 10TH AVE. SW 7+29 33.5' LT 1 250 HPS M-C-III 35 16' O 1OTH AVE. SW 8+68 33.5' LT 1 250 1 HPS 1 M-C-III 35 16' - - .._....-------.. -. -- ----- ... © - - - - --__.._........................_........,._--- 12TH AVE. SW .._.........................,............................_........... 9+70 33.5' +--- RT ---- .....--------------------- 3 ----- ------------------------ 250 ...................... HPS ---...._._.......... M-C-III ----.............._....___... 35 ......................... 16' ........................... ............................................ 7O .......................... .___.......................... ,....................................... 12TH AVE. SW __......_....___.._........,....._... 11 +42 33.5' ---------- LT -------------- ..-------._.. ;. 2 ....................._........... 250 ._._-----...... _.... .. ... ...... HPS ....._.._._..-------------- M-C-111 ......- . _.................................... 35 16' ® 12TH PL. SW 22+04 24.5' RT 2 100 HPS M-C-III 30 12' _.._..:......................................- ;- - - - ;- 12TH PL. SW --- .. - ..... _;._........__.... 23+08 - _ 24.5' .............................................. RT 2 - - 100 - HPS -- -.:... M-C-III ......................_......;.------.............--------- 30 12' 10 12TH PL. SW 24+11 24.5' RT 2 100 HPS M-C-III 30 12' 11 O 12TH PL. SW + 24 99 28.0 LT 2 1 00 HPS. - - III M C 30 12 12 0 12TH PL. SW + 26 07 7.0 RT 2 1 00 HPS _ _ II MCI 30 12 _...... ............................................_.......... 13 0 ............................... - -- -.------------,---- SW 340TH S T ----- ...................,... ................................ + 12 20 28.5 ......_,.... RT ..--- ........................................................ 3 150 ............................. HPS .......------------------------ _ _ M C III .......... ............................ ---------------- 30 ..................... 12 14 SW 340TH ST + 13 47 28.5 RT 3 15 0 HPS - -II MCI 30 12 15 SW 340TH ST 14+97 28.5' LT 3 150 HPS M-C-III 30 12' 16 SW 340TH ST 16+40 28.5' LT 3 150 HPS M-C-III 30 12' .............. .........:............---...............- 17 - - _ _.......................................;------- SW 340TH ST ....................... 17+92 -................... 28.5' .....::...... RT 1 ................................ ........................................ 3 150 ------------- ...... .......... HPS ..................... M-C-III ....................................... ............ 30 - ......... .. 12' _....._ ..............,- - - - --- 18 13TH CT. SW 1 +92 24.5 , LT 3 100 HPS M-C-111 30 12' ...... __.. ................. 19 13TH CT. SW 3+22 24.5' -- ... RT ......... .._..... 3 -------- ---- 100 HPS M-C-III 30 12' ............. ............................. 20 13TH CT. SW 4+30 28.5' -- - ..,.............. RT 3 100 HPS M-C-III 30 12' ...................... -;_....................... ._..._...... 21 * ----- ----- .............-------- 10TH AVE. SW i ------.......----------- -.._..........................._."::,. 1 +65 33.5' .............................................................. RT 1 ..-.....-------------..--------------- 250 -..--------- 1 HPS ....--- ..........,...------ M-C-111 -- ............-_..,.._.--------. 35 -------- ._.. ----- 16' _...._....................:..--------------._.............._....;..._._........._............................_..------:............_._._...................;..........._...._........................:.--------------------------------------:.....-----..........-----------------:-------------------._ 22 SW CAMPUS DR 9+40 47.5' LT 1 400 _........... HPS ._._.......---_.....;_---_............ M-C-III ._.............. +.................. 35 ._....._._...._. 16' CONSTRUCTION NOTES OINSTALL 120 / 240 VAC ELECTRICAL SERVICE CABINET NO. 4332 AT APPROXIMATELY STA 12TH AVE SW 9+85, 34' RT. FIELD ADJUST LOCATION AS NECESSARY. USE CITY OF FEDERAL WAY STANDARD DETAIL DRAWING NOS. 3-41 AND 3-45. 2O INSTALL CONDUIT AND WIRING TO PSE POWER SOURCE. COORDINATE WITH PSE FOR SERVICE HOOK-UP OINSTALL 16" STOP BAR AT STA 21+38 PER KING COUNTY PLAN 6-003. OINSTALL 16" STOP BAR AT STA 11+37 PERKING COUNTY PLAN 6-003. RUN NO. CONDUIT CONDUCTORS 1 1-21�� PVC (SCHEDULE 40) 2 - 8, 1-#8 BARE 2 1-2" PVC (SCHEDULE 80) 2 - 8, 1-#8 BARE 3 2" PVC (SCHEDULE 40) 2 - #8, 148 BARE 4 2„ PVC SCHEDULE 40 2 - 1- - #8 #8 BARE, 3 #12 PHOTOCELL 5 2" PVC (SCHEDULE 40) 2" PVC (SCHEDULE 40) 6 - #8, 148 BARE, 3412 PHOTOCELL SPARE 6 2" PVC (SCHEDULE 40) 3 - #6 POWER 7 2" PVC (SCHEDULE 80) 4 - #8, 1 -#8 BARE 8 1-2 PVC (SCHEDULE 40) PULLCORD (FUTURE 2 - #8 1 - #8 BARE BY OTHERS r_'Cn1M:DA1 KInTC:C LIGHT STANDARDS SHALL BE IN ACCORDANCE WITH CITY OF FEDERAL WAY STANDARD DETAIL DRAWING NO. 3-39 LUMINAIRE POLE. CONDUIT AND WIRING SHALL BE IN ACCOR DANCE WITH CITY OF FEDERAL WAY STANDARD DETAIL DRAWING NO. 3-40, UNIFORM LUMINAIRE WIRING DETAIL. LUMINAIRES SHALL BE 240 VAC. 5 INSTALL 16" STOP BAR AT STA 1+36 PER KING COUNTY PLAN 6-003. f•..,_ \ 6 " O INSTALL 30" X 30R1-1 STOP SIGN PER CITY OF FEDERAL WAY '�`,Y-'� '`° ..;::•��. : sue' ' �• �� w�� , s � S � , s E STANDARD DETAIL DRAWING NOS. 3-51, 3-52 AND 3-53. 7 INSTALL 30" X 30" R1-1 STOP SIGN WITH STREET NAME q,,,yr�p�ez� I E t O SIGNS PER CITY �x r 4; i G 3 41 OF FEDERAL WAY STANDARD DETAIL DRAWING NOS. 3-49, 3-50, 3-51, 3-52 AND 3-53. ' i �, ' 8O INSTALL RAISED CROSSWALK AND SIGNS AT STA 15+12 PER CITY OF \�;` %-'ice:: ='` �•• _...,H�.. ........, . £..�.......... m ti Ate.? fig'✓^;.. 18 FEDERAL WAY STANDARD DETAIL DRAWING NO. 3-27. 9 INSTALL POURED IN PLACE CEMENT FOUNDATION PER -,2`� x°° "; �' `•_ ``+.: MANUFACTURER'S RECOMMENDATION AT 2' FROM EDGE OF TRAIL AT INSIDE OF TRAIL BEND. INSTALL 42" HIGH, VANDAL -RESISTANT LIGHTING BOLLARD WITH 240 VAC, 70 WATT HPS LAMP AND 140° r- HOUSE-SIDE SHIELD. CONTRACTOR SHALL SUBMIT MANUFACTURERS >,, ^ �- DATA FOR BOLLARD TO OWNER FOR APPROVAL. �',' ° 4 .✓` ! ?:., ioy O .,, zFT , ,•-...' INSTALL 30 X 30 W14-1 DEAD END SIGN PER CITY OF FEDERAL WAY m�4^ ry w .gym . - 10 w- w ...-.. ... :: 'y �, r \Ge.' dKj�„ „"".«.'� �...�..,needx�a-..:.,...,: ��,�nirrrrrr. i..i x ? / ' .. J�,`°I►.`. STANDARD DETAIL DRAWING NOS. 3-51, 3-52 AND 3-53. F? ' - '•:.,•'' J + - ,s,,,,.,,'"' ",:,.r N""""' SW 340th ST 01 6+00 LEGEND +00 14+00 / ,,,.,.rrrr.,.r..,.,»:,,:.,:,:,:r....... , - .,,»..... EXISTING LIGHT STANDARD, ARM AND LUMINAIRE _ „" " n 1 i• jj 1 11�",�`d� ; � � i j :is ze' s�:tr, r �. � � `2. S TAPERED ROUND ALUMINUM LIGHT STANDARD, ARM AND � .,.,."`"•"•"`-`��"':.�.., �"� •"• -� ,� ��,� ,f %' LUMINAIRE PER CITY OF FEDERAL WAY DETAIL 3-39 i ® TYPE 1 JUNCTION BOX, WSDOT STD. PLAN J-11a (ALT. 2) ^: p TYPE 2 JUNCTION BOX, WSDOT STD. PLAN J-11a { ® ELECTRICAL SERVICE CABINET `k�, ��..... ..............._. _,....... f _ ........................� ° a G F ... _ ,,,.�.. ...... PVC CONDUIT O CONSTRUCTION NOTE 2 w ..... 1 ....... . .................... ..... _...,...... �..,_ o ; y SIGN ........ I ;•;� �ti_ :...�... � � � ;.K�� ;�.�.<. F�.....;` w s POLE NUMBER � :`�-� �'f"•••~� ; Al WIRE NOTE ( IN FEET ) 1 inch = 50ft. I O O I CIRCUIT #2 10+00 CAMPUS DR.= 1+00 loth AVE. SW REVISIONS: o r_ I- w M � ' ' z O O w � o Ln _ - ''^^ 5 coo r W ' v^ J04 °' O 0 000 00 H Q ¢ L6 L6 0 0 O z N z¢ ,,^^ N J v+ Y 2 Q z Y O r kn� _ ZZ°Oo �1 =WAN v�QN PERMIT NO. 05-103031 -OOEN APPROVED DATE O w��N �\ a 0 W m� �- Lu Q U = 0 11.1 o c z CL O / Q \\c, O :v RESUBMITTED DATE: 7/18/06 t1c JUL 2 2006 SCALE: 1° = 50' y` 5 ` 74.15 12th CITY OF FEDERAL WA BUILDING DEPT. DESIGN BY: JTH BOUNDARY LINE F FOUNDATION, LIGHT DRWN. BY: JTH/RS/BD STANDARD, LUMINAIRE APP. BY: DHE AND WIRING TO BE JOB No. F086405 INSTALLED BY ADJACENT >. s DEVELOPMENT I SL - �'-'y�^.. -- , -. lJ:. J/•..l, F.-:, .:J :F...: fJRf. Y. SHEET OF SIGNAL FACE SCHEDULE R O 12" R 12" R 12" Y 0 12" Y 12" O Y 0 12" PEDESTRIAN HEAD NO. G O 12" G 12" G O 12" 64, 65, EX. 23, 24, HEAD NO. HEAD NO. Y 12" 43, 44, 84, 63, 81, 82, 83 11, 51, 52, 53 85 EX. 21, 22, 25, G 12" 41, 42, 62 HEAD N0. NOTES: 45 1. ALL VEHICLE SIGNAL HEADS SHALL HAVE BACKPLATES AND TUNNEL VISORS. 2. ALL VEHICLE SIGNAL HEADS ON MAST ARMS SHALL USE TYPE M MOUNTING, EXCEPT HEAD 63 SHALL USE TYPE N MOUNTING. 3. ALL VEHICLE SIGNAL HEADS ON POLES SHALL USE TYPE K MOUNTING, EXCEPT HEADS 52 AND 83 SHALL USE TYPE H MOUNTING. 4. ALL PEDESTRIAN SIGNAL HEADS SHALL USE TYPE E MOUNTING. 5• ALL SIGNAL HEADS SHALL BE LIGHT EMITTING DIODES (LED). PREEMPTION SCHEDULE PEDESTRIAN MOVEMENT Now PROTECTED VEHICLE MOVEMENT PERMISSIVE VEHICLE MOVEMENT OLA OVERLAP A (04, 01 SB RIGHT TURN) CHANNEL PHASE(S) A 2+5 B 4 C 1+6 D 8 iW CAMPUS DRIVE 12+00 11+00 I O O O Mkl 1 i*,, l X / 'i' jIvviv 24 - I 1 4 i 1181 i W 82� 23 - 2 -- -I- 22 V-c ' EV-Al 11 ��i a.:W® 21 51 6AS A i6A '6A3 > I 1J! 6B4) GB& D EXIST. ,SIDEWALK 10 ° D TRAFFIC SIGNAL WIRING SCHE® Run Raceway/ Conduit Preempt Veh/Ped Veh Ped Power Ilumination 2CS 3C(SH) 8C 5C 5C #8 #8 1 2„ 1 2 2" 2 3 MASTARM* 1* 2 4 2 2 5 2"* 2 6 MASTARM* 1* 7 MASTARM* 1* 1* 8 MASTARM 1* 2"* 1* 1* 1* 9 2 "* 1 3 1 10 3"* 6* 2* 1* 1* 2* 2"* 2 1 1 *, 4 2 11 MASTARM* 1 12 MASTARM* 1 *, 1 13 3 * 2* 1* 1*, 1 1.5"* 2* 3 14 1.512* 4*, 1 15 MASTARM 1 16 MASTARM 1 1 17 MASTARM 1 2 2" 1 2 3 18 2"(SPARE) 19 2°* 4* 1 * 2* 2 "* 1 1 2 3 20 3" 4*, 1 3*, 1 1* 1 *, 2 2* 1* 3" 10* 1* 1* 2* 2" 2 1 5 2 1.5" 2* 21 MASTARM* 1* 1 WRZ1ti911► M J EXISTING TO BE REMOVED EXISTING TO REMAIN NEW EXISTING NEW - - - -- -- ® VEHICLE SIGNAL HEAD � ® WATER VALVE -f/ PEDESTRIAN SIGNAL HEAD GAS VALVE LIGHTING AND MAST ARM STANDARD `J � HYDRANT REVISIONS: ® o r-- I•— LL y ?'�' ❑ CATCH BASIN N � 03:�LIGHT STANDARD `Y' m o 0 0 0 MANHOLE w ® TYPE 1 SIGNAL POLE - "-- - �- CO) � ® o TIMBER UTILITY POLE 20 0 20 40 LU N c\1 TYPE 1 JUNCTION BOX, J-1 1 a O INDUCTION LOOP F— < <C Sri Sri �� '•/ TYPE 2 JUNCTION BOX, J-1 1 a VEHICLE DETECTOR scale feet TYPE 3 JUNCTION BOX, J-1 1 a O CONSTRUCTION NOTE N Z IL J ch CN r - -� --e PREEMPTION DETECTOR (EVPE) w WIRE NOTE Z Y - - - --- --- - - - CONDUIT o CONTROLLER CABINET 1 SIGNAL STANDARD NO. AND NOTE SERVICE CABINET k 0 03 co r��o rn ZZZN nqj �Z� /D/='z co pncn�, cn� �0- -A N �'� { �_ O ZA�N G ;~moo O G� N rnp 00 Z P c> X Z- A i- cu Z Z Z �y C 2 '�1 ':i Q C� �1 rn c7 r cJ! Z �n t� Z O �' -- co z co \14 _ " 4D Uj r -- ' W z z c� Z u? rn i\ ' z z SW CAMPUS DR —� •,-' =,/ Z - - STATION 10+00 — En r _ --' Q Q �� 10TH AVE SW C'' D STATION 1+00 1 `� --- _�- ..-_I z +17 — _ KA ' n a 1 t 20 01 21 2113 15 15 18 0 2A I , — r -- CR. °° PC 6 _ — — 1 11 62 6 - D I = °� / 18 — o 1 = / - -- N 65 - T _ 3 8 11 INSTALL THERMOPLASTIC CROSSWALK LINES PER KING COUNTY PLAN v — 17 � / 7-- — — — — — — — CONSTRUCTION NOTES 12 KING COUNTY PLAN 6- 003. •' J O 4 3 O INSTALL SIGNAL HEAD ON EXISTING SIGNAL STANDARD MAST ARM. INSTALL 16" STOP BAR PER EXTEND EXISTING 16" STOP BAR PER KING COUNTY PLAN 6-003. 0 REMOVE EXISTING VEHICLE SIGNAL HEADS AND INSTALL NEW 2 VEHICLE SIGNAL HEAD AND 30"X36" R3-5R SIGN ON EXISTING 14 OVERLAY EXISTING TYPE 2L PAVEMENT ARROW WITH TYPE 3L -- - - SIGNAL STANDARD MAST ARM. INSTALL VEHICLE SIGNAL HEADS, PAVEMENT ARROW PER KING COUNTY PLANS 6-002 AND 6-003. PREEMPTION DETECTOR, PEDESTRIAN SIGNAL HEAD AND PUSH 1 ,- BUTTON ASSEMBLY ON EXISTING POLE. 15 INSTALL TYPE 2L PAVEMENT ARROW PER KING COUNTY PLANS 6-002 REMOVE EXISTING 5-SECTION VEHICLE SIGNAL HEAD AND R10-12 AND 6-003. Dl of SIGN, RELOCATE EXISTING D3-101 SIGN, AND INSTALL NEW 16 INSTALL" 4 WHITE EDGE LINE PER CITY OF FEDERAL WAY STANDARD i VEHICLE SIGNAL HEADS ON EXISTING SIGNAL STANDARD MAST ARM. DETAIL 3-17. RELOCATE EXISTING VEHICLE SIGNAL HEAD AND INSTALL NEW 1 1 VEHICLE SIGNAL HEAD, PEDESTRIAN SIGNAL HEAD AND PUSH 17 INSTALL DOUBLE YELLOW CENTER LINE PER CITY OF FEDERAL WAY BUTTON ASSEMBLY ON EXISTING POLE. STANDARD DETAIL 3-17. ° i. CONSTRUCT FOUNDATION AT 10TH ' - -- ® AVE SW STA 0+37, 28.5 LT. 1 g INSTALL LANE LINE PER CITY OF FEDERAL WAY STANDARD DETAIL INSTALL TYPE Ill SIGNAL STANDARD, VEHICLE SIGNAL HEADS, O 3-18. PREEMPTION DETECTOR, D3-101 "SW CAMPUS DR" SIGN, TERMINAL ��...� N CABINET AND 250W HPS M-C-III LUMINAIRE WITH PHOTOCELL AT 1 g INSTALL WIDE LINE PER CITY OF FEDERAL WAY STANDARD DETAIL 0 - - 35' MOUNTING HEIGHT ON 8' MAST ARM. 3-18. OI 20 REMOVE INSTALL 6 TYPE 3 INDUCTION LOOP VEHICLE DETECTOR PER O VE EXISTING LANE LINE. \ \` WSDOT STANDARD PLAN J-8c. off. 21 REMOVE EXISTING DOUBLE YELLOW CENTER LINE. INSTALL 6' TYPE 3A INDUCTION LOOP VEHICLE DETECTOR PER \ WSDOT STANDARD PLAN J-8c. \ �7 EXISTING LIGHT STANDARD, LUMINAIRE, CONDUIT AND WIRING TO BE \� REMOVED BY PSE. 5 \ . \ O LIGHT STANDARD AND LUMINAIRE TO BE INSTALLED BY ADJACENT PERMIT NO. 05-103031 —OOEN ° o DEVELOPMENT AT STA 8+21. O ° \ O RELOCATE EXISTING PREEMPTION DETECTOR TO NEW LIGHT STANDARD TO BE INSTALLED BY ADJACENT DEVELOPMENT AT STA D e 7+02. \ 10 RELOCATE ° . O CATE EXISTING JUNCTION BOX TO BEHIND NEW CURB. ADJUST OR EXTEND EXISTING CONDUIT AND WIRING AS NECESSARY. RESUBMITTED JUL 2 0 2006 APPROVED CITY OF FEDERAL WAY BUILDING DEPT. � Q J r D Lj -_J Z n LQ Cr W U W 0 ( n VJ (n LO �— a� o cc I-U LLJ U�QN CL, CO Q N W �oCLn o Q, WOC� W Q co _ �' z o `C[ n v Q Z 0 U DATE: 07 18 06 SCALE: 1 " = 20' DESIGN BY: JTH DRWN. BY: JTH BD APP. BY: DHE JOB No. F086405 SHEET TS— 1 OF 2 i 314" CHAMFER, NO CHAMFER IN PAVED AREAS ANCHOR RODS AND PLATES PER MANUFACTURERS RECOMMENDATIONS (4 EA) 2"NOM. GROUT PAD WITH 112" DRAIN HOLE FLUSH IN PAVED AREAS Lu v "s: o/ b ��,��,��,��,��,��,\ 1 " MIN. -2" MAX. CLASS "3000" CONCRETE NO.4 RD OR SQ. HOOPS AS REQ'D AT 1'-0" CENTERS 2-112" CLR. 8 NO.7 BARS EQUALLY SPACED WIDTH OR DIAMETER PER POLE SCHEDULE TABLE DETAIL FOUNDATION NO SCALE GENERAL NOTES TYPE PPB PPB POST 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE SPECIAL PROVISIONS, THESE PLANS, THE CITY OF FEDERAL WAY DEVELOPMENT STANDARDS, THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION AND THE WSDOT STANDARD PLANS. 2. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY. FOR UTILITY LOCATION CALL 1-800-424-5555. 3. INSTALL ALL TRAFFIC SIGNAL MATERIALS SHOWN ON THE PLANS, EXCEPT AS NOTED. ALL MATERIALS SHALL BE NEW AND OF THE BEST AVAILABLE GRADE OR QUALITY, EXCEPT AS NOTED. 4. ALL WORK SHALL BE CONSISTENT WITH AFFECTED UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT ALL PERTINENT UTILITY AGENCIES 48 HOURS BEFORE COMMENCING WORK, AND SHALL COORDINATE THE WORK WITH UTILITIES THROUGHOUT THE PROJECT. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND THE CITY IMMEDIATELY UPON DAMAGE. 6. THE CONTRACTOR SHALL NOTIFY THE CITY OF FEDERAL WAY AND COORDINATE DATE AND TIME OF WORK FOR INSPECTION PURPOSES 48 HOURS BEFORE COMMENCING WORK. 7. EXISTING EQUIPMENT IS TO REMAIN OPERATIONAL DURING INSTALLATION OF NEW EQUIPMENT. CHANGE OVER TO NEW EQUIPMENT AND FOUNDATIONS SHALL TAKE PLACE BETWEEN 9 AM AND 3 PM MONDAY THROUGH FRIDAY UNDER THE DIRECT SUPERVISION OF THE CITY OF FEDERAL WAY CONSTRUCTION SUPERVISOR. UNIFORMED POLICE OFFICER SHALL DIRECT TRAFFIC DURING THE CHANGE OVER. 8. SALVAGED MATERIALS SHALL REMAIN PROPERTY OF CITY OF FEDERAL WAY AND BE DELIVERED BY CONTRACTOR TO CITY SHOP LOCATED AT -----------_------------------, FEDERAL WAY, WA. 9. SIGNAL HEAD NUMBERING AND WIRING NUMBERS SHALL BE CHANGED WHERE NECESSARY TO MATCH THESE PLANS. POLE SCHEDULE once TYPE PS PED. HEAD STANDARD TYPICAL E1 SIGNAL ARM ATTACHMENT POINT TYPE 1 VEHICLE HEAD STANDARD DEGREES CLOCKWISE TO TYPICAL ATTACHMENT POINT FROM 0* POLE ORIENTATION ANGLE (POA) DEGREES CLOCKWISE FROM OFFSET LINE TO 0° POINT 0 DETAIL 0z 90° {---- + 180° o� Z 270° 0 BASE PLATE 0 LOCATION STATION PLAN VIEW POLE ORIENTATION AND ATTACHMENT POINTS NO SCALE ALL HANDHOLES AT 1800 ALL DIMENSIONS AND ORIENTATIONS SHALL BE FIELD CHECKED BY THE ENGINEER PRIOR TO INSTALLATION. '-F-lL B1 a ,1 82 d 83 811 b B4 c a a ----------------- -- 121 N f D POLE F. D D B6 oI B7 B9 B 10 a b b Q b ------------------------ ------ - E ----------i F a F or,,,,-F2] b CONTRACTOR TO CONFIRM ELEVATIONS VERTICAL CLEARANCE FOLLOWING INSTALLATION, AND G! G MINIMUM 16'-6" PROVIDE APPROPRIATE MOUNTING I 9 9 MAXIMUM 19'-0" (L OR M) AS NECESSARY TO i H H ❑2 ACHIEVE CRITERIA. o LIMITS OF VERTICAL CLEARANCE REQUIREMENTS TYPE II MAST ARM SIGNAL STANDARD LEGEND ROADWAY a VEHICLE SIGNAL HEAD b SIGN c STREET NAME SIGN (SEE APPENDIX IN SPECIAL PROVISIONS) d PRE-EMPT DETECTOR AND LIGHT f LUMINAIRE 9 PEDESTRIAN SIGNAL HEAD h TERMINAL CABINET i PEDESTRIAN PUSH BUTTON ASSEMBLY, AND SIGNS HANDHOLE TYPE III COMBINATION LIGHTING AND MAST ARM SIGNAL STANDARD NOTES: 9 ■ I I j O„I I � I co o 2'- 0 ' MIN CURB OR EDGE TYPE SD OF SHOULDER SPECIAL DESIGN MOUNTING COUPLINGS INSTALLED BY FABRICATOR AT OFFSET DISTANCE INDICATED IN POLE SCHEDULE TABLE. FIELD INSTALLED. PERMIT NO. 05-103031 -OOEN APPROVED DATE STD NO 0 FIELD LOCATION TYPE MOUNTING HEIGHT(FT) SIGNAL MAST ARM DATA LUMINAIRE ARM(FT) POLE ATTACHMENT POINT ANGLES (DEG) FOUNDATION DEPTHS(FT) NOTES OFFSET DIST.(FT) (Z) (POLE C TO ATTACHMENT PT.) WINDLOAD AREAS (SQ. FT) (X)(Y) (X)(Y)(Z) S TA TION OFFSET(FT) LT R T POA A 1 A2 B 1 B2 B3 B4 B5 B6 B7 B8 B9 B 10 B 11 B 1 B2 B3 B4 B6 B7 B9 B 10 B 11 TOTAL (FT) C El E2 D F GI 62 H 11 12 3'RD 4'RD 1* 10+46.5 39.5 x 0 ll 35 31 * 26* 19* 12* 9.2 9.2* 9.2* 9* 890 0* 7* 2* 10+39.5 37.5 x 90 ll 35* 26 23* 29* 16* 9.2* 7.5 9.2* 12* 921 0* 45,180 90 180* 135* 0 270* 7* 3* 9+52.5 37.0 x 0 II 36 24* 12 1 1 6 19.2 9.2* 1 9.2 1 1 9* 716 0* 1 180*,315 90* 180 135* 0* 270 1 7* 4 0 + 37 28.5 x 0 Ill 18.5 35 17 20** 9 13 4 9.2 7.5** 9.2 12 437 8 0 0 135 7 6 RESUBMITTED ITY OF FLDERAL WAY Bf Ill DING DEPT- *EXI S TI N G **FUTURE BY OTHERS REVISIONS: I` F- u_ Vo M � Z O c:)W O Lo jo o� W U)0 00 F- QQ 00 LiL6 a �� 0O z z J � N � Y to W 0� Q z Y 0 -� o j j% a 05 ` z %w %j/% 0 z /j %/%cn z z j/. z z a a o j 0 cl� J z E- a.,W 0 I � � m �d0 S oF� w a w W J W I Q) W W � J o � � J Q _U L U LLI Q 0 CIO LnLf) �nLf) =WAN CIL � cl� Q N 0 'ZI�--� `s C) a. wQ)m� w U_Lu O= Qi z n- / 0 Q Z 0 0 DATE: 7/ 18/06 SCALE: NONE DESIGN BY: JTH DRWN. BY: JTH/BD APP. BY: DHE JOB No. F086405 SHEET I TS - 2 OF 2