Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
08-100695
CITY OF L Federal Way May 1, 2008 Mike Kerschner Wynstone Properties 6905 Ford Drive NW Gig Harbor, WA 98335 }FILE CITY HALL 33325 8th Avenue South Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www.cityoffederalway.com via email: mkerschner@aspenpropertiesnw.com RE: File No. 08-100695-00-SU; WYNSTONE FINAL PLAT, PLANNING DIVISION REVIEW Dear Mr. Kerschner: The following comments represent the Planning Division technical review of the final plat application and accompanying documents submitted to the City on April 23, 2008. Upon substantial completion of the project infrastructure, and compliance with applicable Federal Way City Code (FWCC) requirements, the final plat application will be forwarded to the City Council Land Use/Transportation Committee (LUTC) for review and recommendation to the full City Council. The City Council is required to review and make the final decision on the final plat application. Please be advised that City staff reports to City Council and LUTC are required to be prepared approximately two weeks in advance of scheduled meetings. Therefore, once the project is determined to be substantially complete, processing and scheduling the final plat application will take a minimum of four weeks, in part due to the bi-weekly Council and LUTC meetings. Please address each of the following comments. Resubmit five sets of any accompanying materials in support of the application with the enclosed resubmittal information form. Also, provide two copies of the final plat map reduced to I I" X 17". Public Works Department review and comments will be provided under separate cover letter and provided to you when completed. - 2. The City received a letter of substantial completion from Lakehaven Utility District in regard to the water and sewer distribution systems. 3. Provide a copy of covenants, conditions, or restrictions (CC&R's) for the plat. 4. Per the findings and analysis in the preliminary plat staff report and per the Jaeger 3/14/03 Tree Plan, a minimum of 90 significant trees were to be retained on site. It appears that clearing and grading of proposed lots has exceeded what was contemplated and approved in the preliminary plat. Nonetheless, the significant tree retention must still meet the applicable 25 percent minimum as required by FWCC Section 22-1568. Mr-. Kerschner May 1, 2008 Page 2 To that end, provide a map identifying each retained significant tree on the site. Significant trees are minimum 12-inch diameter or 37-inch circumference, measured 4 and %Z feet above the ground. If there are less than 90 significant trees retained, identify any replacement trees planted on site (not public property), that meet the minimum 10-foot-tall evergreen or 3-inch caliper deciduous replacement tree standard of FWCC Section 22-1568(c)(5)(b). 5. Provide two copies of lot calculations, signed and stamped by a licensed land surveyor, showing each lot meeting the minimum underlying zoning lot size. 6. In addition to the 1:50 scale plat layout on sheets 4 and 5, the final plat map must include a map showing the whole plat layout in one contiguous depiction on a single sheet. 7. Building setbacks on lots 23, 24, and 44 need to be revised per enclosed FWCC 22-1, Property Line definition for flag lots. Include the following note for corner lot building setbacks on the "Building Setbacks" section on page 1: "Comer lot building setbacks are determined pursuant to FWCC Section 22-1, Property Line definition." 9. It appears the sales office on lot 45 is located within a required yard setback area. Pursuant to FWCC Section 22-963, the temporary sales office may not be located in a required yard, unless permitted in writing by the Director of Community Development. Provide a site plan for the sales office showing the setbacks from property lines. If the building is within the required yard setback, provide a request to the Director per FWCC Section 22-963. It has not been determined if the Director would allow the building in a required yard. 10. Sheet 5, label Tract G as "Sensitive/Critical Area Wetland Buffer." 11. I have conducted a landscape inspection and found the site landscaping to be in substantial compliance with the approved landscape plan. 12. I have requested the PARCS Department to review and inspect the landscaping on the portion of Saghalie Park next to the site for compliance with PARCS landscape standards and to reply to me. 13. The open space calculations and fee in lieu calculation for a portion of the open space appears to have been correctly calculated. I have asked the PARCS Director to confirm acceptance of the proposed open space. 14. Correct the typo in the first line of note 11, sheet 2. 15. On lot 45 label the easement lines as such. As currently depicted, the line can be confused with a bsbl. 16. What is the status of the bus stop shelter footing and landing pad on Campus Drive as required in preliminary plat condition number 4? 08-100695 Doc 1 D 45101 Mr. Kerschner May 1, 2008 Page 3 17. The building foundation note on the bottom of sheet two needs to be revised to change lot 25 to lot 45 as specified in preliminary plat condition number 3. 18. A note shall be added to the final plat map that identif es the maximum density for lot 45 is 16 units, per the Concomitant Zoning Agreement approved by the Federal Way City Council, section 6.1. Please note that additional comments will be provided following resubmittal. Please contact me by e-mail at 'im.harris ci offederalym .com or phone at 253-835-2649 if you have any questions about this letter or the Wynstone final plat application. Sincerely, Harris Senior Planner enc: Property Line definition for flag lots Resubmittal Information Form c: Will Appleton, Public Works Development Services Jim Jaeger, via email: jjjags@aol.com 08-100695 Doc. I.D. 45101 CITY OF - Federal Way DATE: June 14, 2006 TO: Mike Kerschner, Aspen Properties -`IL E MEMORANDUM Community Development Services Department CC: Sean Wells, Senior Engineering Plans Reviewer Jim Jaeger Betty Sanders, PARC's Planner FROM: Jim Harris, Senior Planner SUBJECT: WYNSTONE - (05-103031-00-EN) *NO SITE ADDRESS* 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: 6112106 Question 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 101h, 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 I gh 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 S, 2006. City Staff Response 6113/06:_ 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 10/12' 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'b 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 10'b/12'h 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 101/12' 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'/12'h 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 LD 36762 Centre Pointe Consultants 206 Railroad Avenue N Ken, WA 98032 253-813-1901 Monday, September 15, 2008 3:21:17 PM NEW PROJECT PROJECT: G:\2646\2646.pro -------------------------------------------------------------------------------- CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: Lot 29V- Point Number Description Sta Bearing Distance -------------------------------------------- 1529 Tract F Lot 0+00.00 N8905314111E 67.31 IV' 1532 Lot 29/28 0+67.31 S0000611911E 106.98 "/ 1531 Lot 29/28 1+74.29 S8905314911W 67.31 "" 1530 Tract F Lot 2+41.60 N0000611911W 106.98 '1/ 1529 Tract F Lot 3+48.58 ------------------------------ Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure Error of closure in latitude Error of closure in departure Area Area Northing Easting Elevation ----------------------------------- 6003.09718 10484.96157 6003.22086 10552.27145 5896.24104 10552.46802 5896.11997 10485.15813 6003.09979 10484.96156 ------------------------------------------------- = 0.00261 =-0.00000 = S00006'15"E = 0.00261 = 348.58 (348.58) = 1/133523 = 1/133523/5,+r$ = 1/73443287 = 7200.746 SQ FT = 0.165 ACRES a H �� N AA. re+ y 281"165 ss� elorsjtq �p Hq L ko EXPIRES/ QS-1D0695 RESUBMITTED SEP 1 8 2008 CITY OF FEDEF BUILDING D, Centre Pointe Consultants 206 Railroad Avenue N Ken, WA 98032 253-813-1901 Monday, September 15, 2008 3:21:17 PM NEW PROJECT PROJECT: G:\2646\2646.pro -------------------------------------------------------------------------------- CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: Lot 28 Point Number Description Sta Northing Easting Elevation Bearing Distance -------------------------------------------------------------------------------- 1532 Lot 29/28 0+00.00 6003.22080 10552.27145 N8905314111E 44.77 't/ 1218 Right of Way 0+44.77 6003.30306 10597.04138 0.00 Center Point: 498 6133.30284 10596.80251 CL RP Radius: 130.00 ' ✓ Delta: 9058132" Left ✓ Arc Length: 22.63 11/- Chord Bearing: N8405412511E Chord Length: 22.61 ' Middle Ordinate: 0.49 ' External: 0.49 ' Deg of Curvature: 44004125" Arc Definition Tangent: 11.35 ' Curve PI: 6003.32386 10608.38718 1533 Lot 28/27 0+67.40 6005.31023 10619.56211 S0000611911E 108.95 '✓ 1534 Lot 28/27 1+76.35 5896.36042 10619.76230 S8905314911W 67.29 V 1531 Lot 29/28 2+43.64 5896.23938 10552.47241 N00006119"W 106.98 ';/ 1532 Lot 29/28 3+50.62 6003.21920 10552.27584 ---------------------------------------------------------------------------------- Closing latitude =-0.00160 Closing departure = 0.00438 Closing bearing = N7000011811W Closing distance = 0.00467�� Total traverse length = 350.60 (350.62) Total error of closure = 1/75135 Error of closure in latitude = 1/219734�'�'a WAS Error of closure in departure = 1/79955 act, 4 Area = 7213.491 SQ FT a% Area = 0.166 ACRES r o 'stpyq � 75 T ARE S�� L ANO EXPIRES 3l22yaw, ()8-100695 RESUBMITTED S E P 1 S 2008 CfT B ILD NG D, IN /T' Centre Pointe Surveying Cj 62008 33701 9th Avenue South TYQ1�F Federal Way, WA 98003 2533-661-1901 Wednesday, April 30, 2008 12:46:56 PM 7 NEW PROJECT PROJECT: G:\2646\2646.pro CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: Overall Point Number Description Sta Northing Easting Elevation Bearing Distance ----------------------------------------------------------------------- 416 0+00.00 5895.33930 10051.00932 N00027'47"E 228.61 ' 423 2+28.61 6123.94183 10052.85689 Center Point: 422 5896.82846 9799.83611 Radius: 340.00 ' Delta: 5000134" Right Arc Length: 29.73 ' Chord Bearing: S39024124"E Chord Length: 29.72 ' Middle Ordinate: 0.32 ' External: 0.33 ' Deg of Curvature: 16051106" Arc Definition Tangent: 14.87 ' Curve PI: 6112.86894 10062.79118 421 2+58.33 6100.97838 10071.72376 S36054107"E 44.74 ' 420 3+03.07 6065.20140 10098.58777 N53005'53"E 164.46 ' 419 4+67.53 6163.95098 10230.10056 N69029120"E 83.38 ' 418 5+50.91 6193.16641 10308.19462 N21°08'47"E 122.98 ' 407 6+73.89 6307.86516 10352.55991 N89053'50"E 149.94 ' 425 8+23.84 6308.13412 10502.49967 Center Point: 424 6089.94581 11372.58971 Radius: 897.03 ' Delta: 46048111" Right Arc Length: 732.75 ' Chord Bearing: N37028'44"E Chord Length: 712.55 ' Middle Ordinate: 73.79 ' External: 80.40 ' Deg of Curvature: 6023114" Arc Definition Tangent: 388.21 ' Curve PI: 6684.68050 10596.927-?'- 469 Center Point: Right of W Radius: Delta: Arc Length: Chord Bearing: Chord Length: Middle Ordinate: External: Deg of Curvature: Tangent: Curve PI: 467 S00006'01"W 801.93 ' 427 S89053'49"W 1012.90 ' 416 15+56.59 6873.59783 409 7283.29552 842.00 ' 14049105" Left 217.76 ' S36031'30"E 217.16 ' 7.03 ' 7.09 ' 6°48117" Arc Definition 109.49 ' 6777.93847 17+74.35 6699.08865 25+76.28 5897.15988 35+89.18 5895.33802 Closing latitude =-0.00127 Closing departure = 0.00097 Closing bearing = N37021120"W Closing distance = 0.00160 Total traverse length = 3568.37 (3589.18) Total error of closure = 1/2227100 Error of closure in latitude = 1/2801784 Error of closure in departure = 1/3670493 Area = 587496.202 SQ FT Area = 13.487 ACRES 10936.06430 11671.66733 10989.34442 11065.31218 11063.90866 10051.01030 H wA 38965 L 40 EXPIRES 5-1?13 Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:54 PM NEW PROJECT PROJECT: G:\2646\2646.pro CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 1 Point Number Description Sta Northing Easting Elevation Bearing Distance ---------------------------------- 1612 Lot 4/1 S65048'43"E 124.35 ' 1613 Lot 4/1 S00006'01"W 318.28 ' 1243 Right of Way Center Point: RP CL Radius: Delta: Arc Length: Chord Bearing: Chord Length: Middle Ordinate: External: Deg of Curvature: Tangent: Curve PI: 1244 Right of Way 0.00 N37051'43"W 19.20 ' 1617 Lot 1/2 N42058'46"E 88.61 ' 1616 Lot 1/2 N04016'55"E 72.37 1615 Lot 1/2 N65048143"W 98.10 ' 1614 Lot 1/2 Center Point: CL RP Radius: Delta: Arc Length: Chord Bearing: Chord Length: Middle Ordinate: External: 0+00.00 6268.27067 1+24.35 6217.32039 4+42.63 5899.04087 1201 5755.66712 500.00 ' 21011155" Left 184.99 ' N27015145"W 183.94 ' 8.53 ' 8.68 ' 11027133" Arc Definition 93.57 ' 5988.67488 6+27.63 6062.54831 6+46.83 6077.70655 7+35.44 6142.53348 8+07.81 6214.70148 9+05.91 6254.89627 503 6318.86926 126.00 ' 6050102" Left 15.03 ' N27005143"E 15.02 ' 0.22 ' 0.22 ' 10951.03929 11064.47205 11063.91500 10584.91191 11037.08205 10979.65800 10967.87379 11028.28241 11033.68588 10944.19852 10835.64689 Deg of Curvature: Tangent: Curve PI: 1612 Lot 4/1 45°28122" Arc Definition 7.52 ' 6261.38096 10948.01800 9+20.94 6268.26783 10951.03970 ------------------------------------------------- Closing latitude =-0.00284 Closing departure = 0.00041 Closing bearing = N08012139"W Closing distance = 0.00287 Total traverse length = 919.87 (920.94) Total error of closure = 1/320784 Error of closure in latitude = 1/324106 Error of closure in departure = 1/2246112 Area = 15645.117 SQ FT Area = 0.359 ACRES Q 38965 o FSI5 TE �9L �A�v EXPIRES J 1 f Q 0 Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:54 PM NEW PROJECT PROJECT: G:\2646\2646.pro CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 2 Point Number Description Sta Northing Easting Elevation Bearing Distance ----------------------------------------------------------------------- rW^1614 Lot 1/2 0+00.00 6254.89972 10944.19838 S65048143"E 98.10 ' 1615 Lot 1/2 0+98.10 6214.70492 11033.68575 S04016155"W 72.37 ' 1616 Lot 1/2 1+70.47 6142.53693 11028.28228 S42058146"W 88.61 ' 1617 Lot 1/2 2+59.09 6077.71000 10967.87366 N37051143"W 60.77 ' 1620 Lot 2/3 3+19.86 6125.68742 10930.57540 N42058'46"E 114.56 ' 1619 Lot 2/3 4+34.42 6209.49933 11008.67507 N65048'43"W 80.00 ' 1618 Lot 2/3 5+14.43 6242.27796 10935.69863 Center Point: 503 6318.87378 10835.65324 CL RP Radius: 126.00 Delta: 6055133" Left Arc Length: 15.23 ' Chord Bearing: N33058'31"E Chord Length: 15.22 ' Middle Ordinate: 0.23 ' External: 0.23 ' Deg of Curvature: 45028122" Arc Definition Tangent: 7.62 ' Curve PI: 6248.33089 10940.32715 1614 Lot 1/2 5+29.66 6254.89958 10944.20410 Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure Error of closure in latitude _-0.00014 = 0.00572 = N88038'09"W = 0.00572 = 529.63 (529.66) = 1/92618 = 1/3890109 Error of closure in departure = 1/92645 Area = 8317.348 SQ FT Area = 0.191 ACRES It Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:54 PM NEW PROJECT PROJECT: G:\2646\2646.pro CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 3 Point Number Description Sta Northing Easting Elevation Bearing Distance 1618 Lot 2/3 0+00.00 6242.27681 10935.69207 S65048143"E 80.00 ' 1619 Lot 2/3 0+80.00 6209.49818 11008.66851 S42058146"W 114.56 ' 1620 Lot 2/3 1+94.56 6125.68628 10930.56884 N37051143"W 59.79 ' 1245 Right of Way 2+54.35 6172.89000 10893.87207 Center Point: 1246 6188.23402 10913.60937 Right of W Radius: 25.00 ' Delta: 90000'59" Right Arc Length: 39.28 ' Chord Bearing: N07008'47"E Chord Length: 35.36 ' Middle Ordinate: 7.32 ' External: 10.36 ' Deg of Curvature: 229010159" Arc Definition Tangent: 25.01 ' Curve PI: 6192.62795 10878.52691 1247 Right of Way 2+93.63 6207.97531 10898.27103 N52009'16"E 18.62 ' 1248 Right of Way 3+12.24 6219.39933 10912.97464 Center Point: 503 6318.87981 10835.64654 CL RP Radius: 126.00 ' Delta: 14042112" Left Arc Length: 32.33 ' Chord Bearing: N44047123"E Chord Length: 32.25 ' Middle Ordinate: 1.04 ' External: 1.04 ' Deg of Curvature: 45°28122" Arc Definition Tangent: 16.26 ' Curve PI: 6229.36901 10925.80968 1618 Lot 2/3 3+44.58 6242.28706 10935.69499 0 Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure Error of closure in latitude Error of closure in departure Area Area = 0.01025 = 0.00292 = S15053'59"W = 0.01066 = 340.58 (344.58) = 1/31955 = 1/33226 = 1/116646 = 7296.987 SQ FT = 0.168 ACRES Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:54 PM NEW PROJECT G:\2646\2646.pro ------------------------------------- PROJECT: CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 4 Point Number Description Sta Northing Easting Elevation Bearing Distance -------------------------------------------------------------------- 1611 Lot 5/4 0+00.00 6309.10863 10961.26792 N89056'39"E 103.36 ' 1610 Lot 5/4 1+03.36 6309.20935 11064.62787 S00006'01"W 91.89 ' 1613 Lot 4/1 1+95.25 6217.31950 11064.46705 N65048143"W 124.35 ' 1612 Lot 4/1 3+19.60 6268.26978 10951.03429 Center Point: 503 6318.87213 10835.64190 CL RP Radius: 126.00 ' Delta: 19°14102" Left Arc Length: 42.30 ' Chord Bearing: N14003'41"E Chord Length: 42.10 ' Middle Ordinate: 1.77 ' External: 1.80 ' Deg of Curvature: 45°28'22" Arc Definition Tangent: 21.35 ' Curve PI: 6287.82307 10959.61345 1611 Lot 5/4 3+61.89 6309.10829 10961.26296 ----------------------------------------------------------------------- Closing latitude =-0.00034 -2-6 Closing departure =-0.00496 H. Closing bearing = N86004129"E AS jYp Closing distance = 0.00497 Total traverse length = 361.70 (361.89) 09 WE Total error of closure = 1/72756 q Error of closure in latitude = 1/1062839 Error of closure in departure = 1/72927 ss�p Egrsit y'1L LA Area = 7275.769 SQ FT EXPIRES �I Z-3 7 Area = 0.167 ACRES Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:54 PM NEW PROJECT PROJECT: G:\2646\2646.pro ------------------------------------------------------------------ CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 5 Point Number Description Sta Northing Easting Elevation Bearing Distance ---------------------------- ------------------------------- 1608 Lot 5/6 N89056'39"E 103.00 ' 1609 Lot 5/6 S00006'01"W 50.00 ' 1610 Lot 5/4 S89056'39"W 103.36 ' 1611 Lot 5/4 Center Point: CL RP Radius: Delta: Arc Length: Chord Bearing: Chord Length: Middle Ordinate: External: Deg of Curvature: Tangent: Curve PI: 1249 Right of Way 0.00 N00006'01"E 40.46 ' 1608 Lot 5/6 0+00.00 6359.10909 10961.71749 1+03.00 6359.20947 11064.71744 1+53.00 6309.20954 11064.62993 2+56.36 6309.10882 10961.26998 503 6318.87286 10835.64887 126.00 ' 4°20139" Left 9.55 ' N0201612111E 9.55 ' 0.09 ' 0.09 ' 45°28122" Arc Definition 4.78 ' 6313.87321 10961.63826 2+65.92 6318.65131 10961.64866 3+06.37 6359.11125 10961.71947 Closing latitude = 0.00215 Closing departure = 0.00198 Closing bearing = S42037'53"W Closing distance = 0.00293 Total traverse length = 306.37 (306.37) Total error of closure = 1/104686 Error of closure in latitude = 1/142290 Error of closure in departure = 1/154569 Area = 5151.170 SQ FT Area = 0.118 ACRES 3119155 EXPIRES , j / ?31. Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:54 PM NEW PROJECT PROJECT: G:\2646\2646.pro ----------------------------------------------------------------------- CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 6 Point Number Description Sta Northing Easting Elevation Bearing ----------------------------------------------------------------------- Distance _^T^1607 Lot 7/6 0+00.00 6409.10920 10961.80506 N89056139"E 103.00 ' 1606 Lot 7/6 1+03.00 6409.20957 11064.80501 S00006101"W 50.00 ' 1609 Lot 5/6 1+53.00 6359.20965 11064.71751 S89056'39"W 103.00 ' 1608 Lot 5/6 2+56.00 6359.10928 10961.71755 N00006101"E 50.00 T 1607 Lot 7/6 3+06.00 6409.10920 10961.80506 Closing latitude = 0.00000 Closing departure = 0.00000 Closing bearing = N90000'00"W Closing distance = 0.00000 Total traverse length = 306.00 (306.00) Total error of closure = 1/999999 Error of closure in latitude = 1/999999 Error of closure in departure = 1/999999 Area = 5150.019 SQ FT Area = 0.118 ACRES 38965 L A�� EXPIRES Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:54 PM NEW PROJECT PROJECT: G:\2646\2646.pro ----------------------------------------------------------------------- CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 7 Point Number Description Sta Northing Easting Elevation Bearing Distance --------------------------------------------------------------------- 1604 Lot 7/8 0+00.00 6459.10931 10961.89264 N89056'39"E 103.00 ' 1605 Lot 7/8 1+03.00 6459.20968 11064.89259 S00006'01"W 50.00 ' 1606 Lot 7/6 1+53.00 6409.20976 11064.80508 S89056'39"W 103.00 ' 1607 Lot 7/6 2+56.00 6409.10939 10961.80513 N00006'01"E 50.00 ' 1604 Lot 7/8 3+06.00 6459.10931 10961.89264 Closing latitude = 0.00000 Closing departure = 0.00000 Closing bearing = N90000'00"W Closing distance = 0.00000 Total traverse length = 306.00 (306.00) Total error of closure = 1/999999 Error of closure in latitude = 1/999999 Error of closure in departure = 1/999999 Area = 5150.019 SQ FT Area = 0.118 ACRES Zt2� Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:54 PM NEW PROJECT PROJECT: G:\2646\2646.pro --------------------------------------------------------------- CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 8 Point Number Description Sta Northing Easting Elevation Bearing Distance + 1603 Lot 9/8 0+00.00 6509.10942 10961.98021 N89056'39"E 103.00 ' 1602 Lot 9/8 1+03.00 6509.20979 11064.98017 S00006'01"W 50.00 ' 1605 Lot 7/8 1+53.00 6459.20987 11064.89266 S89056'39"W 103.00 ' 1604 Lot 7/8 2+56.00 6459.10950 10961.89271 N00006'01"E 50.00 ' 1603 Lot 9/8 3+06.00 6509.10942 10961.98021 Closing latitude = 0.00000 Closing departure = 0.00000 Closing bearing = N90000'00"W Closing distance = 0.00000 Total traverse length = 306.00 (306.00) Total error of closure = 1/999999 Error of closure in latitude = 1/999999 Error of closure in departure = 1/999999 Area = 5150.019 SQ FT Area = 0.118 ACRES in, s��.9 '9 STE4� %'A,38965 Z p�1O EXPIRES ,J�' Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:54 PM NEW PROJECT PROJECT: G:\2646\2646.pro CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 9 Point Number Description Sta Northing Easting Elevation Bearing Distance 1600w Tract A/Lot 0+00.00 6559.10953 10962.06779 N89056139"E 103.00 ' 1601 Tract A/Lot 1+03.00 6559.20990 11065.06774 S00006'01"W 50.00 ' 1602 Lot 9/8 1+53.00 6509.20998 11064.98023 S89056'39"W 103.00 ' 1603 Lot 9/8 2+56.00 6509.10961 10961.98028 N00006'01"E 50.00 ' 1600 Tract A/Lot 3+06.00 6559.10953 10962.06779 ---------------------------------------------------------------------- Closing latitude = 0.00000 Closing departure = 0.00000 Closing bearing = N90000'00"W Closing distance = 0.00000 Total traverse length = 306.00 (306.00) Total error of closure = 1/999999 Error of closure in latitude = 1/999999 Error of closure in departure = 1/999999 Area = 5150.019 SQ FT Area = 0.118 ACRES .s 2-cS R9 ss� 9F3119155 SI5 T�.A� oM9� L A1�� EXPIRES .SI z31, Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:54 PM NEW PROJECT PROJECT: G:\2646\2646.pro ----------------------------------------------------------------------- CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 10 Point Number Description Sta Northing Easting Elevation Bearing Distance 1590r Lot 11/10 0+00.00 6738.12515 10843.91086 Center Point: 1206 6487.91738 11193.61941 RP CL Radius: 430.00 ' Delta: 6059'38" Right Arc Length: 52.49 ' Chord Bearing: N39004'47"E Chord Length: 52.46 ' Middle Ordinate: 0.80 ' External: 0.80 ' Deg of Curvature: 13019129" Arc Definition Tangent: 26.28 ' Curve PI: 6759.49528 10859.20066 1592 Lot 10/Tract 0+52.49 6778.84825 10876.98170 S33019'13"E 89.95 ' 1593 Lot 10/Tract 1+42.44 6703.68486 10926.39291 S06046'16"W 41.91 ' 1594 Lot 10/Tract 1+84.34 6662.06718 10921.45158 Center Point: 429 6609.06799 10921.15917 Center SAC Radius: 53.00 ' Delta: 26045136" Left Arc Length: 24.75 ' Chord Bearing: S76056'09"W Chord Length: 24.53 ' Middle Ordinate: 1.44 ' External: 1.48 ' Deg of Curvature: 108006119" Arc Definition Tangent: 12.61 ' Curve PI: 6662.13847 10908.84187 1591 Lot 11/10 2+09.10 6656.52237 10897.55648 N33019'13"W 97.65 ' 1590 Lot 11/10 3+06.75 6738.11998 10843.91552 Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure Error of closure in latitude Error of closure in departure Area Area =-0.00517 = 0.00466 = N42000'31"W = 0.00696 = 306.50 (306.75) = 1/44023 = 1/59247 = 1/65781 = 5177.946 SQ FT = 0.119 ACRES m �38955 �'V9?*t44ftL EXPIRES 5-I z31 T Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:54 PM NEW PROJECT PROJECT: G:\2646\2646.pro ----------------------------------------------------------------- CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 11 Point Number Description Sta Northing Easting Elevation Bearing Distance 1587 Lot 11/12 Center Point: RP CL Radius: Delta: Arc Length: Chord Bearing: Chord Length: Middle Ordinate: External: Deg of Curvature: Tangent: Curve PI: 1590 Lot 11/10 S33019'13"E 97.65 ' 1591 Lot 11/10 Center Point: Center SAC Radius: Delta: Arc Length: Chord Bearing: Chord Length: Middle Ordinate: External: Deg of Curvature: Tangent: Curve PI: 1589 Lot 11/12 N57007'50"W 18.37 ' 1588 Lot 11/12 S89056139"W 66.21 1587 Lot 11/12 0+00.00 6644.94539 10793.31677 1206 6487.91640 11193.61902 430.00 ' 14°09151" Right 106.30 ' N28°30'03"E 106.03 ' 3.28 ' 3.31 ' 13°19129" Arc Definition 53.42 ' 6694.67812 10812.82559 1+06.30 6738.12564 10843.91127 2+03.95 6656.52803 10897.55223 429 6609.07348 10921.15448 53.00 ' 34°12154" Left 31.65 ' S46026'54"W 31.18 ' 2.35 ' 2.45 ' 108006119" Arc Definition 16.31 ' 6649.25998 10882.94835 2+35.60 6635.04474 10874.95442 2+53.97 6645.01463 10859.52528 3+20.18 6644.95011 10793.31531 0 M Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure Error of closure in latitude Error of closure in departure Area Area = 0.00472 =-0.00146 = S17008'27"E = 0.00494 = 319.44 (320.18) = 1/64690 = 1/67697 = 1/219495 = 5404.948 SQ FT = 0.124 ACRES ENVA ly �. x a ,p 38965 `sstD fgISiEQ'F' y9t �a�v EXPIRES 14 Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:56 PM NEW PROJECT PROJECT: G:\2646\2646.pro ----------------------------------------------------------------------- CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 12 Point Number Description Sta Northing Easting Elevation Bearing Distance ----------------------------------------------------------------------- 1585 Lot 13/12 0+00.00 6584.92726 10774.70523 Center Point: 1206 6487.91801 11193.61955 RP CL Radius: 430.00 ' Delta: 8022149" Right Arc Length: 62.89 ' Chord Bearing: N17013143"E Chord Length: 62.84 ' Middle Ordinate: 1.15 ' External: 1.15 ' Deg of Curvature: 13019129" Arc Definition Tangent: 31.50 ' Curve PI: 6615.61809 10781.81245 1587 Lot 11/12 0+62.89 6644.94766 10793.31750 N89056'39"E 66.21 ' 1588 Lot 11/12 1+29.10 6645.01218 10859.52747 S57007150"E 18.37 ' 1589 Lot 11/12 1+47.47 6635.04230 10874.95660 Center Point: 429 6609.07209 10921.15778 Center SAC Radius: 53.00 ' Delta: 56019120" Left Arc Length: 52.10 ' Chord Bearing: SO1010'48"W Chord Length: 50.03 ' Middle Ordinate: 6.27 ' External: 7.12 ' Deg of Curvature: 108006119" Arc Definition Tangent: 28.37 ' Curve PI: 6610.30765 10861.05269 1586 Lot 13/12 1+99.57 6585.02290 10873.92631 S89056139"W 99.22 ' 1585 Lot 13/12 2+98.79 6584.92622 10774.70636 Y Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure Error of closure in latitude Error of closure in departure Area Area =-0.00104 = 0.00113 = N47023'01"W = 0.00154 = 296.67 (298.79) = 1/193159 = 1/285281 = 1/262479 = 5190.172 SQ FT = 0.119 ACRES H. YAS -' 38965 �4 L AKA EXPIRES 1 Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:54 PM NEW PROJECT PROJECT: G:\2646\2646.pro --------------------------------------------------------------- CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 13 Point Number Description Sta Northing Easting Elevation Bearing Distance 1585 Lot 13/12 0+00.00 6584.92726 10774.70523 N89056'39"E 99.22 ' 1586 Lot 13/12 0+99.22 6585.02394 10873.92518 Center Point: 429 6609.06987 10921.15646 Center SAC Radius: 53.00 ' Delta: 35025'52" Left Arc Length: 32.77 ' Chord Bearing: S44041'48"E Chord Length: 32.26 ' Middle Ordinate: 2.51 ' External: 2.64 ' Deg of Curvature: 108°06119" Arc Definition Tangent: 16.93 ' Curve PI: 6569.93619 10881.60626 1253 Right of Way 1+31.99 6562.09223 10896.61536 Center Point: 1254 6539.93462 10885.03780 Right of W Radius: 25.00 ' Delta: 62030146" Right Arc Length: 27.28 ' Chord Bearing: S31009'22"E Chord Length: 25.94 ' Middle Ordinate: 3.63 ' External: 4.24 ' Deg of Curvature: 229°10'59" Arc Definition Tangent: 15.17 ' Curve PI: 6555.06844 10910.06061 1255 Right of Way 1+59.27 6539.89380 10910.03598 S00°06101"W 4.84 ' 1584 Lot 14/13 1+64.11 6535.05381 10910.02751 S89056'39"W 143.83 ' 1583 Lot 14/13 3+07.94 6534.91365 10766.19758 Center Point: 1206 6487.91232 11193.62111 RP CL Radius: 430.00 ' Delta: Arc Length: Chord Bearing: Chord Length: Middle Ordinate: External: Deg of Curvature: Tangent: Curve PI: 1585 Lot 13/12 6045'47" Right 50.76 ' N09039'25"E 50.73 ' 0.75 ' 0.75 ' 13019129" Arc Definition 25.41 ' 6560.17451 10768.97312 3+58.69 6584.92479 10774.70747 Closing latitude =-0.00246 Closing departure = 0.00224 Closing bearing = N42013'34"W Closing distance = 0.00333 Total traverse length = 356.82 (358.69) Total error of closure = 1/107199 Error of closure in latitude = 1/144766 Error of closure in departure = 1/159508 Area Area = 6296.442 SQ FT = 0.145 ACRES H MA ssr l ST t�F EwiREs W Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:54 PM NEW PROJECT G:\2646\2646.pro ------------------------------------- PROJECT: CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 14 Point Number Description Sta Northing Easting Elevation Bearing Distance ----------------------------------------------------------------- 1583 Lot 14/13 N89056'39"E 143.83 ' 1584 Lot 14/13 S00006'01"W 50.00 ' 1582 Lot 14/15 S89056'39"W 146.31 ' 1581 Lot 14/15 Center Point: RP CL Radius: Delta: Arc Length: Chord Bearing: Chord Length: Middle Ordinate: External: Deg of Curvature: Tangent: Curve PI: 1583 Lot 14/13 0+00.00 6534.91896 1+43.83 6535.05911 1+93.83 6485.05919 3+40.14 6484.91661 1206 6487.91856 430.00 ' 6°40131" Right 50.10 ' N0205611611E 50.07 ' 0.73 ' 0.73 ' 13019129" Arc Definition 25.08 ' 6509.99252 3+90.23 6534.92081 Closing latitude = 0.00186 Closing departure =-0.00135 Closing bearing = S35059110"E Closing distance = 0.00229 Total traverse length = 390.21 (390.23) Total error of closure = 1/170030 Error of closure in latitude = 1/210132 Error of closure in departure = 1/289369 Area = 7277.798 SQ FT Area = 0.167 ACRES 10766.19590 10910.02583 10909.93832 10763.62839 11193.61791 10763.45486 10766.19455 Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:54 PM NEW PROJECT PROJECT: G:\2646\2646.pro CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 15 Point Number Description Sta Northing Easting Elevation Bearing Distance ----------------------------------------------------------------------- 1581r Lot 14/15 0+00.00 6484.91643 10763.62987 N89056139"E 146.31 ' 1582 Lot 14/15 1+46.31 6485.05901 10909.93980 S00006'01"W 50.00 ' 1580 Lot 16/15 1+96.31 6435.05909 10909.85229 S89056'39"W 142.95 ' 1579 Lot 16/15 3+39.26 6434.91979 10766.90236 Center Point: 1206 6487.91740 11193.62388 RP CL Radius: 430.00 ' Delta: 6040'48" Right Arc Length: 50.13 ' Chord Bearing: N03044'23"W Chord Length: 50.10 ' Middle Ordinate: 0.73 ' External: 0.73 ' Deg of Curvature: 13019129" Arc Definition Tangent: 25.09 ' Curve PI: 6459.82265 10763.80500 1581 Lot 14/15 3+89.39 6484.91310 10763.63463 Closing latitude =-0.00333 Z Closing departure = 0.00476 Closing bearing = N55001135"W ErA H. Closing distance = 0.005814� Y y p Total traverse length = 389.36 (389.39) Total error of closure = 1/67018 Error of closure in latitude = 1/116919 Error of closure in departure = 1/81787 ygL Area = 7255.921 SQ FT LA0 Area = 0.167 ACRES EXPIRES 5-IZ31i�% W Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:54 PM NEW PROJECT G:\2646\2646.pro PROJECT: CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 16 Point Number Description Sta Northing Easting Elevation Bearing Distance ----------------------------------------------------------------------- 1579 Lot 16/15 N89056'39"E 142.95 ' 1580 Lot 16/15 S00006'01"W 50.00 ' 1578 Lot 17/16 S89056'39"W 133.63 ' 1577 Lot 17/16 Center Point: RP CL Radius: Delta: Arc Length: Chord Bearing: Chord Length: Middle Ordinate: External: Deg of Curvature: Tangent: Curve PI: 1579 Lot 16/15 0+00.00 6434.91959 10766.89790 1+42.95 6435.05889 10909.84783 1+92.95 6385.05897 10909.76032 3+26.58 6384.92875 10776.13039 1206 6487.91716 11193.61498 430.00 6°46140" Right 50.87 ' N10028'07"W 50.84 ' 0.75 ' 0.75 ' 13019129" Arc Definition 25.46 ' 6409.65058 10770.03625 3+77.45 6434.92250 10766.89292 Closing latitude = 0.00291 Closing departure =-0.00498 ��14 H. Closing bearing = S59043159"E �R E �S/Y Closing distance = 0.00577 Total traverse length = 377.42 (377.45) Total error of closure = 1/65453 ,. Error of closure in latitude = 1/129860 y 38955 a4r s's�OBISTE�� Error of closure in departure = 1/75784 5�� y'�L L ANn Area = 6940.005 SQ FT EXPIMS Jz /ryp Area = 0.159 ACRES I ON Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:54 PM NEW PROJECT G:\2646\2646.pro PROJECT: CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 17 Point Number Description Sta Northing Easting Elevation Bearing Distance --------------------------------------- 1577 Lot 17/16 N89056'39"E 133.63 ' 1578 Lot 17/16 S00006'01"W 50.00 ' 1576 Lot 17/18 S89056'39"W 117.93 ' 1575 Lot 17/18 Center Point: RP CL Radius: Delta: Arc Length: Chord Bearing: Chord Length: Middle Ordinate: External: Deg of Curvature: Tangent: Curve PI: 1577 Lot 17/16 0+00.00 6384.92855 10776.13490 1+33.63 6385.05877 10909.76484 1+83.63 6335.05885 10909.67733 3+01.55 6334.94393 10791.74738 1206 6487.91662 11193.61721 430.00 ' 6°58155" Right 52.40 ' N17020'55"W 52.37 ' 0.80 ' 0.80 ' 13019129" Arc Definition 26.23 ' 6359.45984 10782.41775 3+53.95 6384.93152 10776.13145 Closing latitude = 0.00297 14 H. Closing departure =-0.00345 D Closing bearing = S49°20102"E �QOF�� ` Closing distance = 0.00455 Total traverse length = 353.93 (353.95) Total error of closure = 1/77709 38965 o a� Error of closure in latitude = 1/119249 75T s�Q�gL Error of closure in departure = 1/102448 LA WIRES z3&7 Area = 6316.697 SQ FT Area - 0.145 ACRES Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:54 PM NEW PROJECT PROJECT: G:\2646\2646.pro CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 18 Point Number Description Sta Northing Easting Elevation Bearing Distance ----------------------------------------------------------------------- 1575 Lot 17/18 0+00.00 6334.94372 10791.74993 N89056139"E 117.93 ' 1576 Lot 17/18 1+17.93 6335.05864 10909.67988 S00006'01"W 16.32 ' 1256 Right of Way 1+34.24 6318.73867 10909.65132 Center Point: 503 6318.86818 10835.65143 CL RP Radius: 74.00 ' Delta: 52002116" Right Arc Length: 67.21 ' Chord Bearing: S26007'09"W Chord Length: 64.92 ' Middle Ordinate: 7.50 ' External: 8.35 ' Deg of Curvature: 77025'36" Arc Definition Tangent: 36.12 ' Curve PI: 6282.62088 10909.58344 1257 Right of Way 2+01.45 6260.44827 10881.07096 0.00 S52009'16"W 16.92 ' 1258 Right of Way 2+18.37 6250.06726 10867.70979 Center Point: 1259 6269.80895 10852,37141 Right of W Radius: 25.00 ' Delta: 95015141" Right Arc Length: 41.57 ' Chord Bearing: N80012153"W Chord Length: 36.94 ' Middle Ordinate: 8.15 ' External: 12.10 ' Deg of Curvature: 229010'59" Arc Definition Tangent: 27.41 ' Curve PI: 6233.25330 10846.06017 1260 Right of Way 2+59.94 6256.34545 10831.30721 Center Point: 1206 6487.91501 11193.62687 RP CL Radius: 430.00 ' Delta: 11044140" Right Arc Length: 88.14 ' Chord Bearing: N26042142"W Chord Length: 87.99 ' Middle Ordinate: 2.26 ' External: 2.27 ' Deg of Curvature: 13°19129" Arc Definition Tangent: 44.23 ' Curve PI: 6293.61170 10807.48318 1575 Lot 17/18 3+48.08 6334.94514 10791.75562 Closing latitude = 0.00142 Closing departure = 0.00569 Closing bearing = S75059'11"W Closing distance = 0.00586 Total traverse length = 341.02 (348.08) Total error of closure = 1/58151 Error of closure in latitude = 1/240145 Error of closure in departure = 1/59935 Area Area = 7566.353 SQ FT = 0.174 ACRES 5 1�0 Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:55 PM NEW PROJECT PROJECT: G:\2646\2646.pro CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 19 Point Number Description Sta Northing Easting Elevation Bearing Distance +1570 Lot 45/19 0+00.00 6308.77390 10617.20984 N89056'39"E 109.56 ' 1571 Lot 45/19 1+09.56 6308.88066 10726.76979 Center Point: 1206 6487.91753 11193.61645 RP CL Radius: 500.00 ' Delta: 6011'00" Left Arc Length: 53.96 ' Chord Bearing: S24004125"E Chord Length: 53.93 ' Middle Ordinate: 0.73 ' External: 0.73 ' Deg of Curvature: 11027133" Arc Definition Tangent: 27.01 ' Curve PI: 6283.66537 10736.44281 1573 Lot 19/20 1+63.52 6259.64138 10748.76838 S60051140"W 90.99 ' 1572 Lot 19/20 2+54.51 6215.33577 10669.29390 N29008120"W 106.98 ' 1570 Lot 45/19 3+61.49 6308.77659 10617.20230 _. -__---------------------------------------------------------- -2.-- Closing latitude = 0.00269 Closing departure = -0. 00754 Closing bearing = S70022'55"E Ati Closing distance = 0.00800 Total traverse length = 361.46 (361.49) o Total error of closure = 1/45155 38965 % Error of closure in latitude = 1/134491 s�¢��LI5T g� Error of closure in departure = 1/47938 1.A ❑ EXPIRES Area = 7539.372 SQ FT Area = 0.173 ACRES --1 Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:54 PM NEW PROJECT PROJECT: G:\2646\2646.pro --------------------------------------------------------------- CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 20 Point Number Description Sta Northing Easting Elevation Bearing Distance --------------------------------------------------------------------- 1572r Lot 19/20 0+00.00 6215.33431 10669.30101 N60051140"E 90.99 ' 1573 Lot 19/20 0+90.99 6259.63992 10748.77550 Center Point: 1206 6487.91934 11193.62211 RP CL Radius: 500.00 ' Delta: 6011125" Left Arc Length: 54.02 ' Chord Bearing: S30015'37"E Chord Length: 53.99 ' Middle Ordinate: 0.73 ' External: 0.73 ' Deg of Curvature: 11°27133" Arc Definition Tangent: 27.04 ' Curve PI: 6235.58445 10761.11614 1225 Right of Way 1+45.01 6213.00632 10775.98262 Center Point: 1222 6199.26050 10755.10075 Right of W Radius: 25.00 ' Delta: 85029'37" Right Arc Length: 37.30 ' Chord Bearing: S09023129"W Chord Length: 33.94 ' Middle Ordinate: 6.64 ' External: 9.04 ' Deg of Curvature: 229010159" Arc Definition Tangent: 23.11 ' Curve PI: 6193.70084 10788.68659 1223 Right of Way 1+82.31 6179.52123 10770.44437 552o12'27"W 42.60 ' 1237 Right of Way 2+24.91 6153.41580 10736.78035 Center Point: 1235 6173.15748 10721.44197 Right of W Radius: 25.00 ' Delta: 98042123" Right Arc Length: 43.07 ' Chord Bearing: N78029132"W Chord Length: 37.94 ' Middle Ordinate: 8.72 ' External: 13.38 ' Deg of Curvature: 229010159" Arc Definition Tangent: 29.12 ' Curve PI: 6135.54529 10713.78220 1236 Right of Way 2+67.98 6160.98486 10699.60303 0.00 N29008120"W 62.23 ' 1572 Lot 19/20 3+30.21 6215.33915 10669.30148 ----------------------------------------------------------------------- Closing latitude = 0.00484 Closing departure = 0.00047 Closing bearing = S05029140"W Closing distance = 0.00486 Total traverse length = 321.69 (330.21) Total error of closure = 1/66145 Error of closure in latitude = 1/66450 Error of closure in departure = 1/690831 Area = 7425.109 SQ FT Area = 0.170 ACRES y m Fgy 38965 � oyAi exams ��1. Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:55 PM NEW PROJECT PROJECT: G:\2646\2646.pro ----------------------------------------------------------------------- CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 21 Point Number Description Sta Northing Easting Elevation Bearing Distance ---------------------------------------------------------------------- 1549 Lot 21/22 0+00.00 6115.23246 10785.43207 N52009'16"E 26.00 ' 1238 Right of Way 0+26.00 6131.18438 10805.96342 Center Point: 1239 6111.44708 10821.30745 Right of W Radius: 25.00 ' Delta: 90000,00" Right Arc Length: 39.27 ' Chord Bearing: S8205114311E Chord Length: 35.36 ' Middle Ordinate: 7.32 ' External: 10.36 ' Deg of Curvature: 229°10159" Arc Definition Tangent: 25.00 ' Curve PI: 6146.52831 10825.70072 1240 Right of Way 0+65.27 6126.79052 10841.04937 S37051143"E 119.04 ' 1550 Lot 23/21 1+84.31 6032.80940 10914.11148 S52008117"W 51.00 ' 1548 Lot 21/22 2+35.31 6001.50760 10873.84739 N37051143"W 144.05 ' 1549 Lot 21/22 3+79.36 6115.23391 10785.43512 -------------- --------------------------------------------------------- Closing latitude = 0.00144 H. Closing departure = 0.00305 �+EN Q pF w Sy d� Closing bearing = S64040'40"W Closing distance = 0.00338 Total traverse length = 375.45 (379.36 Total error of closure = 1/111236 Error of closure in latitude = 1/260077 GIST q�q sfQfq GIST Error of closure in departure = 1/123060 L LO Area = 7211.979 SQ FT WIRES .,t�-IZ3�� Area = 0.166 ACRES Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:55 PM NEW PROJECT PROJECT: G:\2646\2646.pro --------------------------------------------------------------- CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 22 Point Number Description Sta Northing Easting Elevation Bearing Distance --------------------------------------------------------------------- 1546 Lot 23/22 0+00.00 6084.55579 10745.94863 N52009'16"E 50.00 ' 1549 Lot 21/22 0+50.00 6115.23254 10785.43201 S37051'43"E 144.05 ' 1548 Lot 21/22 1+94.05 6001.50623 10873.84427 S52008'17"W 50.00 ' 1547 Lot 23/22 2+44.05 5970.81819 10834.36968 N37051'43"W 144.06 ' 1546 Lot 23/22 3+88.11 6084.55239 10745.95127 ------------------------------------------------------------------- Closing latitude = -0.00340 Closing departure = 0.00264 Closing bearing = N37'50'05"W Closing distance = 0.00430 Total traverse length = 388.11 (388.11) Total error of closure = 1/90216 Error of closure in latitude = 1/114228 Error of closure in departure = 1/147078 Area = 7202.724 SQ FT Area = 0.165 ACRES Njs ',4 9s EXPIRES Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:55 PM NEW PROJECT PROJECT: G:\2646\2646.pro ----------------------------------------------------------------------- CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 23 Point Number Description Sta Northing Easting Elevation Bearing Distance 1543 �^^Lot 23/24 0+00.00 6075.35279 10734.10360 N52009'16"E 15.00 ' 1546 Lot 23/22 0+15.00 6084.55581 10745.94861 S37051143"E 144.06 ' 1547 Lot 23/22 1+59.06 5970.82161 10834.36702 N52008117"E 101.00 ' 1550 Lot 23/21 2+60.06 6032.81147 10914.10570 S37051'43"E 16.76 ' 1241 Right of Way 2+76.82 6019.57958 10924.39233 Center Point: 1201 5755.66237 10584.91081 RP CL Radius: 430.00 ' Delta: 11°26133" Right Arc Length: 85.88 ' Chord Bearing: S32008126"E Chord Length: 85.73 ' Middle Ordinate: 2.14 ' External: 2.15 ' Deg of Curvature: 13°19129" Arc Definition Tangent: 43.08 ' Curve PI: 5985.56963 10950.83155 1545 Lot 23/24 3+62.69 5946.98808 10970.00053 S89053'41"W 135.91 ' 1544 Lot 23/24 4+98.60 5946.73836 10834.09076 N37051143"W 162.91 ' 1543 Lot 23/24 6+61.51 6075.35448 10734.10296 Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure Error of closure in latitude Error of closure in departure Area Area = 0.00170 _-0.00064 = S20043'10"E = 0.00181 = 661.37 (661.51) = 1/364525 = 1/389731 = 1/1030343 = 9286.870 SQ FT = 0.213 ACRES ,�, 38955 d�1� I5 TE��` c,�Q y4 pp0 EXPiW-s i /�3/c'[2'% Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:55 PM NEW PROJECT PROJECT: G:\2646\2646.pro ---------------------------------------------------------------- CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 24 Point Number Description Sta Northing Easting Elevation Bearing Distance «' 1542 Lot 25/24 0+00.00 6066.14979 10722.25857 N52009'16"E 15.00 ' 1543 Lot 23/24 0+15.00 6075.35281 10734.10358 S37051143"E 162.91 ' 1544 Lot 23/24 1+77.91 5946.73668 10834.09138 N89053141"E 135.91 ' 1545 Lot 23/24 3+13.82 5946.98641 10970.00115 Center Point: 1201 5755.66258 10584.91000 RP CL Radius: 430.00 ' Delta: 7013'34" Right Arc Length: 54.23 ' Chord Bearing: S22°48123"E Chord Length: 54.20 ' Middle Ordinate: 0.85 ' External: 0.86 ' Deg of Curvature: 13019129" Arc Definition Tangent: 27.15 ' Curve PI: 5922.67182 10982.08075 1242 Right of Way 3+68.05 5897.02377 10991.01007 S89053149"W 242.34 ' 1538 Lot 26/24 6+10.39 5896.58788 10748.67046 N52008117"E 83.22 ' 1541 Lot 25/24 6+93.61 5947.66507 10814.37198 N37051'43"W 150.07 ' 1542 Lot 25/24 8+43.68 6066.14412 10722.26487 _.-------------=---------_. -------__-_---------_--_------------------- Closing latitude =-0.00566 Closing departure = 0.00630 H. Closing bearing = N48002126"W BEN A i� � f �� Closing distance = 0.00847 Total traverse length = 843.65 (843.68) ~ Total error of closure = 1/99607 Error of closure in latitude = 1/148977 Error of closure in departure = 1/133949 9"s�STE�{s� LA�O Area = 12367.622 SQ FT Area EXPIRES = 0.284 ACRES � 3 Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:55 PM NEW PROJECT PROJECT: G:\2646\2646.pro CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 25 Point Number Description Sta Northing Easting Elevation Bearing ----------------------------------------------------------------------- Distance 1540 Lot 26/25 0+00.00 6035.47311 10682.77513 N52009'16"E 50.00 ' 1542 Lot 25/24 0+50.00 6066.14987 10722.25850 S37051'43"E 150.07 ' 1541 Lot 25/24 2+00.07 5947.67082 10814.36561 S52008117"W 50.00 ' 1539 Lot 26/25 2+50.07 5916.98277 10774.89102 N37051143"W 150.08 1540 Lot 26/25 4+00.15 6035.46971 10682.77777 Closing latitude = -0.00340 Closing departure = 0.00264 Closing bearing = N37050'05"W Closing distance = 0.00430 Total traverse length = 400.15 (400.15) Total error of closure = 1/93014 Error of closure in latitude = 1/117772 Error of closure in departure = 1/151641 Area = 7503.874 SQ FT Area = 0.172 ACRES L Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:55 PM NEW PROJECT G:\2646\2646.pro -------------------------------------- PROJECT: CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 26 Point Number Description Sta Northing Easting Elevation Bearing Distance 1535 Lot 27/26 Center Point: CL RP Radius: Delta: Arc Length: Chord Bearing: Chord Length: Middle Ordinate: External: Deg of Curvature: Tangent: Curve PI: 1219 Right of Way 0.00 N52009'16"E 7.88 ' 1540 Lot 26/25 S37051143"E 150.08 " 1539 Lot 26/25 S52008'17"W 33.22 ' 1538 Lot 26/24 S89053149"W 21.23 ' 1537 Lot 27/26 N37051'43"W 135.03 1536 Lot 27/26 N00006'19"W 9.22 ' 1535 Lot 27/26 Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure 0+00.00 6012.38673 10644.54477 498 6133.30287 10596.80287 130.00 ' 16017137" Left 36.97 ' N60018126"E 36.84 ' 1.31 ' 1.33 ' 44004125" Arc Definition 18.61 ' 6019.22129 10661.85462 0+36.97 6030.63540 10676.54746 0+44.85 6035.47005 10682.77004 1+94.94 5916.98311 10774.88328 2+28.15 5896.59397 10748.65636 2+49.38 5896.55578 10727.42640 3+84.41 6003.16088 10644.55026 3+93.64 6012.38086 10644.53331 _-0.00587 _-0.01146 = N62051'59"E = 0.01288 = 393.50 (393.64) = 1/30555 .-4� Error of closure in latitude = 1/66997 Error of closure in departure = 1/34334 Area Area = 7467.479 SQ FT = 0.171 ACRES ;-�4Q H q 38965 4 Sr ST��F rya t L ,AND EwIRES ✓�`/�r12� Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:55 PM NEW PROJECT PROJECT: G:\2646\2646.pro ----------------------------------------------------------------------- CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 27 Point Number Description Sta Northing Easting Elevation Bearing Distance ---------------------------------------------------------------------- T1533 Lot 28/27 0+00.00 6005.30980 10619.55773 Center Point: 498 6133.30283 10596.80287 CL RP Radius: 130.00 ' Delta: 11027154" Left Arc Length: 26.01 ' Chord Bearing: N74011112"E Chord Length: 25.97 ' Middle Ordinate: 0.65 ' External: 0.65 ' Deg of Curvature: 44004125" Arc Definition Tangent: 13.05 ' Curve PI: 6007.59409 10632.40647 1535 Lot 27/26 0+26.01 6012.38673 10644.54489 S00006'19"E 9.22 ' 1536 Lot 27/26 0+35.24 6003.16675 10644.56183' S37051143"E 135.03 ' 1537 Lot 27/26 1+70.27 5896.56165 10727.43797 S89053149"W 107.68 ' 1534 Lot 28/27 2+77.95 5896.36798 10619.75814 N00006'19"W 108.95 ' 1533 Lot 28/27 3+86.90 6005.31779 10619.55795 _------------------------------ ---_---------------------------------------------- Closing latitude = 0.00799 N' Closing departure = 0.00022 4F Sy�4a Closing bearing = SO1036'05"W �4re Closing distance = 0.00799 Total traverse length = 386.85 (386.90) Total error of closure = 1/48387 8 a Error of closure in latitude = 1/48406'S19 GISTE�� �Qy� Error of closure in departure = 1/1731542 t LO E7fPYRES Area = 7213.744 SQ FT Area = 0.166 ACRES Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:55 PM NEW PROJECT G:\2646\2646.pro ------------------------------------------- PROJECT: CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 28 Point Number Description Sta Northing Easting Elevation Bearing Distance 1532 Lot 29/28 N89053'41"E 44.78 ' 1218 Right of Way 0.00 Center Point: CL RP Radius: Delta: Arc Length: Chord Bearing: Chord Length: Middle Ordinate: External: Deg of Curvature: Tangent: Curve PI: 1533 Lot 28/27 S0000611911E 108.95 ' 1534 Lot 28/27 S8905314911W 67.30 ' 1531 Lot 29/28 N00006'19"W 106.98 ' 1532 Lot 29/28 0+00.00 6003.22078 10552.26145 0+44.78 6003.30306 10597.04138 498 6133.30284 10596.80251 130.00 ' 9058132" Left 22.63 ' N84054125"E 22.61 ' 0.49 ' 0.49 ' 44004125" Arc Definition 11.35 ' 6003.32386 10608.38718 0+67.41 6005.31023 10619.56211 1+76.36 5896.36042 10619.76230 2+43.66 5896.23937 10552.46241 3+50.64 6003.21919 10552.26584 Closing latitude =-0.00160 Closing departure = 0.00438 Closing bearing = N70000134"W 11A ' F S' Closing distance = 0.00467 mew Total traverse length = 350.62 (350.64) Total error of closure = 1/75141 Error of closure in latitude = 1/219800 Error of closure in departure = 1/79959 S�9.38965 $rml ' L LAB Area = 7214.561 SQ FT Area = 0.166 ACRES EXPIRES RU Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:55 PM NEW PROJECT PROJECT: G:\2646\2646.pro ----------------------------------------------------------------------- CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and Nord lengths as indicated herein. Boundary Name: T T 29 9.AT Point Number Description Sta Northing Easting Elevation Bearing ----------------------------------------------------------------------- Distance ^ 1529 Tract F Lot 0+00.00 6003.09718 10484.96157 N89053141"E 67.30 ' 1532 Lot 29/28 0+67.30 6003.22084 10552.26145 S00006'19"E 106.98 ' 1531 Lot 29/28 1+74.28 5896.24102 10552.45802 S89°53'49"W 67.30 ' 1530 Tract F Lot 2+41.58 5896.11997 10485.15813 N00°06'19"W 106.98 ' 1529 Tract F Lot 3+48.56 6003.09979 10484.96156 Closing latitude = 0.00261 Closing departure =-0.00000 Closing bearing = S00006'15"E Closing distance = 0.00261 Total traverse length = 348.56 (348.56) Total error of closure = 1/133535 Error of closure in latitude = 1/133535 Error of closure in departure = 1/73449995 Area = 7199.677 SQ FT Area = 0.165 ACRES S Z-46 H. iA S y�L L ANO ��j EXPIRES 5-I23?tk `� Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:55 PM NEW PROJECT PROJECT: G:\2646\2646.pro CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 30 Point Number Description Sta Northing Easting Elevation Bearing ----------------------------------------------------------------------- Distance ^ ^1525 Lot 31/30 0+00.00 6002.93684 10397.66171 N89053'41"E 67.30 ' 1528 Tract F Lot 0+67.30 6003.06050 10464.96160 S00006"19"E 106.98 ' 1527 Tract F Lot 1+74.28 5896.08068 10465.15817 S89053"49"W 73.02 ' 1526 Lot 31/30 2+47.30 5895.94934 10392.13829 NO2°57122"E 107.13 ' 1525 Lot 31/30 3+54.42 6002.93679 10397.66309 ----------------------------------------------------------------------- Closing latitude = -0.00005 Closing departure = 0.00137 Closing bearing = N87049'53"W Closing distance = 0.00137 Total traverse length = 354.43 (354.42) Total error of closure = 1/257811 Error of closure in latitude = 1/6812882 Error of closure in departure = 1/257996 Area = 7505.467 SQ FT Area = 0.172 ACRES __ N ��j� ��tlij�AKO EXPIRES j' 23 1, IIWJ Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:55 PM NEW PROJECT PROJECT: G:\2646\2646.pro CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 31 Point Number Description Sta Northing Easting Elevation Bearing Distance ^T^ 1520 Lot 32/31 0+00.00 5895.83149 10324.78558 N02057'22"E 108.09 ` 1521 Lot 32/31 1+08.09 6003.77766 10330.35989 Center Point: 495 6282.85649 10353.05372 CL RP Radius: 280.00 ' Delta: 4045114" Left Arc Length: 23.23 ' Chord Bearing: S87043'42"E Chord Length: 23.23 ' Middle Ordinate: 0.24 ' External: 0.24 ' Deg of Curvature: 20027146" Arc Definition Tangent: 11.62 ' Curve PI: 6002.83451 10341.94469 1217 Right of Way 1+31.32 6002.85688 10353.57163 0.00 N89053141"E 44.09 ' 1525 Lot 31/30 1+75.42 6002.93789 10397.66156 S02057'22"W 107.13 ' 1526 Lot 31/30 2+82.54 5895.95045 10392.13676 S89053'49"W 67.35 1520 Lot 32/31 3+49.89 5895.82931 10324.78687 ----------------------------------------------------------------------- Closing latitude =-0.00219 Closing departure = 0.00129 Closing bearing = N30027151"W g,] H. Closing distance = 0.00254 �<Z KA Total traverse length = 349.89 (349.89) •.`4 Total error of closure = 1/137874 Error of closure in latitude = 1/159956 0 Error of closure in departure = 1/271941 �sIS 'r$ T Area = 7212.240 SQ FT SAL LAND Area = 0.166 ACRES EWIFES </T2/107-7 Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:55 PM NEW PROJECT G:\2646\2646.pro ------------------------------------- PROJECT: CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 32 Point Number Description Sta Northing Easting Elevation Bearing Distance ----------------------------------------------------------------------- 1515 Tract G/ 32 N34°20'33"E 79.09 ' 1522 Lot 32 Tract Center Point: CL RP Radius: Delta: Arc Length: Chord Bearing: Chord Length: Middle Ordinate: External: Deg of Curvature: Tangent: Curve PI: 1521 Lot 32/31 S02057'22"W 108.09 ' 1520 Lot 32/31 S89053'49"W 20.21 ' 1519 Tract G 32 Center Point: Tract G RP Radius: Delta: Arc Length: Chord Bearing: Chord Length: Middle Ordinate: External: Deg of Curvature: Tangent: Curve PI: 1517 Tract G N44040140"W 24.12 ' 1516 Tract G Center Point: 0+00.00 5948.32237 10231.53217 0+79.09 6013.62540 10276.14990 495 6282.85711 10353.05429 280.00 ' 11°17135" Left 55.19 ' S79042117"E 55.10 ' 1.36 ' 1.37 ' 20027146" Arc Definition 27.68 ' 6006.02019 10302.76756 1+34.28 6003.77787 10330.36277 2+42.36 5895.83170 10324.78847 2+62.58 5895.79535 10304.57850 1518 5833.68475 10226.20584 100.00 ' 6°16151" Left 10.96 ' N41032'14"W 10.96 ' 0.15 ' 0.15 ' 57017145" Arc Definition 5.49 ' 5900.09521 10301.16610 2+73.54 5903.99918 10297.31085 2+97.66 5921.15025 10280.35162 1514 5850.83835 10209.24440 Tract G RP Radius: Delta: Arc Length: Chord Bearing: Chord Length: Middle Ordinate: External: Deg of Curvature: Tangent: Curve PI: 1515 Tract G/ 32 100.00 ' 32026127" Left 56.62 ' N60053153"W 55.87 ' 3.98 ' 4.15 ' 57°17145" Arc Definition 29.09 ' 5941.83691 10259.89124 3+54.28 5948.32346 10231.53489 Closing latitude = 0.00110 Closing departure = 0.00272 Closing bearing = S68004142"W Closing distance = 0.00293 Total traverse length = 353.44 (354.28) Total error of closure = 1/120501 Error of closure in latitude = 1/322769 Error of closure in departure = 1/129893 Area = 7204.479 SQ FT Area = 0.165 ACRES H. S �,,38955 �15T Es �9L LAHn EXPIRES ,j �j 9 Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:55 PM NEW PROJECT PROJECT: G:\2646\2646.pro CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 33 Point Number Description Sta Northing Easting Elevation Bearing Distance ------------------------------------------------------------------------- ^1504 Tract G/Lot 0+00.00 5987.55137 10099.33072 N33031136"E 106.31 ' 1524 Lot 33/34 1+06.31 6076.17445 10158.04839 S56028124"E 48.41 ' 1216 Right of Way 1+54.72 6049.43640 10198.40436 0.00 Center Point: 495 6282.85247 10353.05537 CL RP Radius: 280.00 ' Delta: 6004101" Left Arc Length: 29.65 ' Chord Bearing: S59030124"E Chord Length: 29.64 ' Middle Ordinate: 0.39 ' External: 0.39 ' Deg of Curvature: 20°27146" Arc Definition Tangent: 14.84 ' Curve PI: 6041.24381 10210.77178 1523 Lot 33 Tract 1+84.37 6034.39593 10223.94480 S33031136"W 85.83 ' 1509 Tract G/Lot 2+70.20 5962.84557 10176.53875 Center Point: 1508 5870.66564 10137.77199 Tract G RP Radius: 100.00 ' Delta: 9059132" Left Arc Length: 17.44 ' Chord Bearing: N72011'12"W Chord Length: 17.42 ' Middle Ordinate: 0.38 ' External: 0.38 ' Deg of Curvature: 57017145" Arc Definition Tangent: 8.74 ' Curve PI: 5966.24096 10168.47448 1507 Tract G 2+87.64 5968.17464 10159.95389 Center Point: 1506 5887.30031 10101.13772 Tract G RP s Radius: Delta: Arc Length: Chord Bearing: Chord Length: Middle Ordinate: External: Deg of Curvature: Tangent: Curve PI: 1505 Tract G N86053'26"W 7.24 ' 1504 Tract G/Lot 100.00 ' 32055102" Left 57.45 ' N70025155"W 56.66 ' 4.10 ' 4.27 ' 57017145" Arc Definition 29.54 ' 5985.55622 3+45.09 5987.15156 3+52.33 5987.54428 Closing latitude =-0.00708 Closing departure = 0.00627 Closing bearing = N41030122"W Closing distance = 0.00946 Total traverse length = 351.51 (352.33) Total error of closure = 1/37160 Error of closure in latitude = 1/49620 Error of closure in departure = 1/56073 Area = 7228.919 SQ FT Area = 0.166 ACRES 10136.05778 10106.56633 10099.33699 Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:56 PM NEW PROJECT G:\2646\2646.pro ------------------------------------- PROJECT: CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: Lot 34 Point Number Description Sta Northing Easting Elevation Bearing Distance ----------------------------------------------------------------- 1501' Tract G/34 0+00.00 5990.29525 10051.77660 N0002714711E 133.65 ' 423 1+33.65 6123.94089 10052.85672 Center Point: 422 5896.82752 9799.83594 Radius: 340.00 ' Delta: 5000134" Right Arc Length: 29.73 ' Chord Bearing: S39024124"E Chord Length: 29.72 ' Middle Ordinate: 0.32 ' External: 0.33 ' Deg of Curvature: 16051106" Arc Definition Tangent: 14.87 ' Curve PI: 6112.86894 10062.79118 421 1+63.37 6100.97744 10071.72359 S36054107"E 44.74 ' 420 2+08.11 6065.20046 10098.58760 N53005'5311E 44.57 ' 1215 Right of Way 2+52.68 6091.96240 10134.22864 S56028124"E 28.58 ' 1524 Lot 33/34 2+81.26 6076.17695 10158.05375 S33031136"W 106.31 ' 1504 Tract G/Lot 3+87.57 5987.55387 10099.33608 N86053'26"W 3.04 ' 1503 Tract G 3+90.61 5987.71877 10096.30055 Center Point: 1502 5891.68872 10068.40377 Tract G RP Radius: 100.00 ' Delta: 25045'58" Left Arc Length: 44.97 ' Chord Bearing: N86041'04"W Chord Length: 44.59 ' Middle Ordinate: 2.52 ' External: 2.58 ' Deg of Curvature: 57°17'45" Arc Definition Tangent: 22.87 1 Curve PI: 5994.09684 10074.33045 1501 Tract G/34 4+35.58 5990.29763 10051.78519 Closing latitude = 0.00238 Closing departure = 0.00859 Closing bearing = S74030'42"W Closing distance = 0.00892 Total traverse length = 435.20 (435.58) Total error of closure = 1/48809 Error of closure in latitude = 1/182780 Error of closure in departure = 1/50649 Area = 7806.019 SQ FT Area = 0.179 ACRES Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:55 PM NEW PROJECT G:\2646\2646.pro ----------------------------------------------- PROJECT: CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 35 Point Number Description Sta Northing Easting Elevation Bearing Distance --------------------------------------------------------------------- 1210 Right of Way N53005'53"E 56.21 ' 419 N69029120"E 67.09 ' 1551 Lot 35/36 S00006119"E 116.29 ' 1552 Lot 35/36 Center Point: CL RP Radius: Delta: Arc Length: Chord Bearing: Chord Length: Middle Ordinate: External: Deg of Curvature: Tangent: Curve PI: 1211 Right of Way 0.00 N56028'24"W 55.65 ' 1210 Right of Way 0+00.00 6130.19582 10185.14755 0+56.21 6163.94697 10230.09668 1+23.31 6187.45457 10292.93346 2+39.60 6071.16477 10293.14714 495 6282.85301 10353.04776 220.00 ' 17043'38" Right 68.07 N65020'13"W 67.80 ' 2.63 ' 2.66 ' 26°02137" Arc Definition 34.31 ' 6080.50810 10260.14150 3+07.66 6099.45643 10231.53203 3+63.32 6130.19332 10185.14058 Closing latitude =-0.00251 Closing departure =-0.00697 Closing bearing = N70013128"E Closing distance = 0.00741 Total traverse length = 363.04 (363.32) Total error of closure = 1/49013 Error of closure in latitude = 1/144867 Error of closure in departure = 1/52085 Area = 7215.402 SQ FT Area = 0.166 ACRES 389'fjj65 y ss�a�sIS1�0 ��4 EXPIRES Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:55 PM NEW PROJECT PROJECT: G:\2646\2646.pro ----------------------------------------------------------------------- CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 36 Point Number Description Sta Northing Easting Elevation Bearing Distance ----------------------------------------------------------------------- 1551 Lot 35/36 0+00.00 6187.45734 10292.93950 N69029120"E 16.29 T 418 0+16.29 6193.16518 10308.19678 S57017'38"E 56.08 ' 1553 Lot 36/37 0+72.37 6162.86347 10355.38548 S00006'19"E 100.00 ' 1554 Lot 36/37 1+72.37 6062.86363 10355.56922 S89053141"W 2.11 ' 1212 Right of Way 1+74.48 6062.85976 10353.45922 0.00 Center Point: 495 6282.85939 10353.05499 CL RP Radius: 220.00 ' Delta: 15054117" Right Arc Length: 61.07 ' Chord Bearing: N82009'10"W Chord Length: 60.87 ' Middle Ordinate: 2.12 ' External: 2.14 ' Deg of Curvature: 26°02'37" Arc Definition Tangent: 30.73 ' Curve PI: 6062.79931 10322.72469 1552 Lot 35/36 2+35.55 6071.17047 10293.15923 N00006'19"W 116.29 ' 1551 Lot 35/36 3+51.84 6187.46027 10292.94556 Closing latitude ___W______----=-0�00293 Closing departure = 0.00606 � H. Closing bearing = S64010149"W Closing distance = 0.00673 Total traverse length = 351.64 (351.84) Total error of closure = 1/52268 x Error of closure in latitude = 1/120008 •` ,y Error of closure in departure = 1/58065 LA Area = 7208.855 SQ FT Area = 0.165 ACRES EXPIFES j&�1,2i Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:55 PM NEW PROJECT G:\2646\2646.pro PROJECT: CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 37 Point Number Description Sta Northing Easting Elevation Bearing Distance ----------------------------------------------------------------------- 1553 Lot 36/37 0+00.00 6162.85946 10355.38478 N89053'41"E 72.00 ' 1556 Lot 37/38 0+72.00 6162.99176 10427.38466 S00006'19"E 100.00 ' 1555 Lot 37/38 1+72.00 6062.99193 10427.56840 S89053'41"W 72.00 ' 1554 Lot 36/37 2+44.00 6062.85963 10355.56853 N00006'19"W 100.00 ' 1553 Lot 36/37 3+44.00 6162.85946 10355.38478 Closing latitude = 0.00000 Closing departure = 0.00000 Closing bearing = N90000'00"W Closing distance = 0.00000 Total traverse length = 344.00 (344.00) Total error of closure = 1/999999 Error of closure in latitude = 1/999999 Error of closure in departure = 1/999999 Area = 7200.000 SQ FT Area = 0.165 ACRES EXPIRES 3896b ?1S10 =2-G7 Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:55 PM NEW PROJECT PROJECT: G:\2646\2646.pro ----------------------------------------------------------------------- CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 38 Point Number Description Sta Northing Easting Elevation Bearing ----------------------------------------------------------------------- Distance 1556 Lot 37/38 0+00.00 6162.99170 10427.38466 N89053'41"E 72.00 ' 1559 Lot 38/39 0+72.00 6163.12400 10499.38454 S00006119"E 100.00 ' 1558 Lot 38/39 1+72.00 6063.12416 10499.56828 S89053141"W 72.00 ' 1555 Lot 37/38 2+44.00 6062.99187 10427.56840 N00006119"W 100.00 ' 1556 Lot 37/38 3+44.00 6162.99170 10427.38466 ----------------------------------------------------------------------- Closing latitude = 0.00000 Closing departure = 0.00000 Closing bearing = N90°00'00"W Closing distance = 0.00000 Total traverse length = 344.00 (344.00) Total error of closure = 1/999999 Error of closure in latitude = 1/999999 Error of closure in departure = 1/999999 Area = 7200.000 SQ FT Area = 0.165 ACRES r Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:55 PM NEW PROJECT G:\2646\2646.pro ------------------------------------- PROJECT: CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 39 Point Number Description Sta Northing Easting Elevation Bearing Distance ---------------------------------------------------------------------- 1559 Lot 38/39 0+00.00 6163.12394 10499.38454 N89053'41"E 72.00 ' 1561 Lot 39/40 0+72.00 6163.25623 10571.38442 S00006'19"E 100.00 ' 1560 Lot 39/40 1+72.00 6063.25640 10571.56816 S89053'41"W 72.00 ' 1558 Lot 38/39 2+44.00 6063.12411 10499.56828 N00006'19"W 100.00 r 1559 Lot 38/39 3+44.00 6163.12394 10499.38454 Closing latitude = 0.00000 Closing departure = 0.00000 Closing bearing = N90000'00"W Closing distance = 0.00000 Total traverse length = 344.00 (344.00) Total error of closure = 1/999999 Error of closure in latitude = 1/999999 Error of closure in departure = 1/999999 Area = 7200.000 SQ FT Area = 0.165 ACRES �n ,Q 38965 `ss1py� Br5 TE�i L AV EXPIRES 12�-/ ., d Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:55 PM NEW PROJECT PROJECT: G:\2646\2646.pro CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 40 Point Number Description Sta Northing Easting Elevation Bearing Distance --------------------------------------------------------------------- 1561 Lot 39/40 0+00.00 6163.25617 10571.38442 N89053141"E 67.35 ' 1562 Lot 41/40 0+67.35 6163.37992 10638.73430 S29008120"E 38.32 ' 1221 Right of Way 1+05.67 6129.90963 10657.39340 0.00 Center Point: 510 6191.26260 10767.44708 CL RP Radius: 126.00 ' Delta: 3024'50" Left Arc Length: 7.51 ' Chord Bearing: S30050'46"E Chord Length: 7.51 ' Middle Ordinate: 0.06 ' External: 0.06 ' Deg of Curvature: 45028122" Arc Definition Tangent: 3.75 ' Curve PI: 6126.62636 10659.21972 1230 Right of Way 1+13.18 6123.46194 10661.24403 Center Point: 1229 6110.00993 10640.17169 Right of W Radius: 25.00 ' Delta: 84042'48" Right Arc Length: 36.96 ' Chord Bearing: S09048113"W Chord Length: 33.69 ' Middle Ordinate: 6.53 ' External: 8.83 ' Deg of Curvature: 229010159" Arc Definition Tangent: 22.79 ' Curve PI: 6104.24887 10673.50484 1228 Right of Way 1+50.14 6090.26391 10655.50758 S52009'16"W 19.96 ' 1214 Right of Way 1+70.10 6078.01775 10639.74582 0.00 Center Point: 498 6133.29884 10596.80399 11) j CL RP Radius: Delta: Arc Length: Chord Bearing: Chord Length: Middle Ordinate: External: Deg of Curvature: Tangent: Curve PI: 1213 Right of Way 0.00 S89053'41"W 25.36 ' 1560 Lot 39/40 N00006'19"W 100.00 ' 1561 Lot 39/40 70.00 ' 37°44104" Right 46.10 ' S71001'39"W 45.27 ' 3.76 ' 3.97 ' 81°51104" Arc Definition 23.92 ' 6063.34686 10620.85286 2+16.20 6063.29982 10596.93512 2+41.56 6063.25322 10571.57517 3+41.56 6163.25306 10571.39142 Closing latitude =-0.00312 Closing departure = 0.00700 Closing bearing = N66000'27"W Closing distance = 0.00767 Total traverse length = 337.46 (341.56) Total error of closure = 1/44022 Error of closure in latitude = 1/108266 Error of closure in departure = 1/48186 Area = 7897.510 SQ FT Area = 0.181 ACRES N Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:55 PM NEW PROJECT PROJECT: G:\2646\2646.pro ---------------------------------------------------------------------- CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 41 Point Number Description Sta Northing Easting Elevation Bearing Distance ----------------------------------------------------------------------- ^rrr1564 Lot 41/42 0+00.00 6260.71003 10534.70537 Center Point: 507 6308.47958 10557.66337 CL Radius: 53.00 ' Delta: 36013'59" Left Arc Length: 33.52 ' Chord Bearing: S82026'52"E Chord Length: 32.96 ' Middle Ordinate: 2.63 ' External: 2.76 ' Deg of Curvature: 108006119" Arc Definition Tangent: 17.34 ' Curve PI: 6253.19889 10550.33412 1233 Right of Way 0+33.52 6256.37810 10567.37946 Center Point: 1232 6231.80184 10571.96287 Right of W Radius: 25.00 ' Delta: 71025'31" Right Arc Length: 31.17 ' Chord Bearing: S64051106"E Chord Length: 29.19 ' Middle Ordinate: 4.70 ' External: 5.79 ' Deg of Curvature: 229010159" Arc Definition Tangent: 17.97 ' Curve PI: 6259.67300 10585.04820 1231 Right of Way 0+64.68 6243.97342 10593.80256 S29008120"E 92.27 ' 1562 Lot 41/40 1+56.95 6163.38094 10638.73143 S89053'41"W 103.85 ' 1563 Lot 41/42 2+60.80 6163.19012 10534.88161 N00°06'19"W 97.52 '' 1564 Lot 41/42 3+58.32 6260.70995 10534.70242 h r I Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure Error of closure in latitude Error of closure in departure Area Area =-0.00007 =-0.00295 = N88037'16"E = 0.00295 = 355.79 (358.32) = 1/120624 = 1/5012234 = 1/120659 = 7249.699 SQ FT = 0.166 ACRES �}�9�6I5 T E��C� 311965 �''�L L pN0 EwIRES '4 l-) Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:55 PM NEW PROJECT PROJECT: G:\2646\2646.pro ----------------------------------------------------- CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 42 Point Number Description Sta Northing Easting Elevation Bearing Distance ^ 1568 Lot 43/42 0+00.00 6278.06890 10467.67338 N89053'49"E 46.52 ' 1569 Lot 43/42 0+46.52 6278.15257 10514.19330 Center Point: 507 6308.47967 10557.65900 CL Radius: 53.00 ' Delta: 29025136" Left Arc Length: 27.22 ' Chord Bearing: S4903710411E Chord Length: 26.92 ' Middle Ordinate: 1.74 ' External: 1.80 ' Deg of Curvature: 108006119" Arc Definition Tangent: 13.92 ' Curve PI: 6266.73866 10522.16132 1564 Lot 41/42 0+73.74 6260.71155 10534.69932 S00006'19"E 97.52 ' 1563 Lot 41/42 1+71.27 6163.19171 10534.87851 S89053'41"W 67.00 ` 1567 Lot 43/42 2+38.27 6163.06860 10467.87862 N00006'19"W 115.00 ' 1568 Lot 43/42 3+53.27 6278.06841 10467.66732 Closing latitude =-0.00049 Closing departure =-0.00606 a wn H Op Closing bearing = N85022110"E 4rQ� r Closing distance = 0.00608 Total traverse length = 352.96 (353.27) Total error of closure = 1/58084 •` A. 38965Error of closure in latitude _ ,Q `�s1py91ISiE�❑ Error of closure in departure = 1/582742 L A� Area = 7494.867 SQ FT EXPIRES Area = 0.172 ACRES 7 Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:55 PM NEW PROJECT PROJECT: G:\2646\2646.pro ----------------------------------------------------------------------- CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 43 Point Number Description Sta Northing Easting Elevation Bearing Distance -------------------------------------------------------------------- 1565 Lot 44/43 0+00.00 6292.93943 10395.64594 N89037131"E 111.13 ' 1566 Lot 44 1+11.13 6293.66623 10506.77357 Center Point: 507 6308.47941 10557.66138 CL Radius: 53.00 ' Delta: 18040128" Left Arc Length: 17.27 ' Chord Bearing: S25034102"E Chord Length: 17.20 ' Middle Ordinate: 0.70 ' External: 0.71 ' Deg of Curvature: 108°06119" Arc Definition Tangent: 8.71 ' Curve PI: 6285.29931 10509.21112 1569 Lot 43/42 1+28.41 6278.15046 10514.19657 S89053149"W 46.52 ' 1568 Lot 43/42 1+74.93 6278.06679 10467.67664 S00006'19"E 115.00 ' 1567 Lot 43/42 2+89.93 6163.06698 10467.88795 S89053'41"W 72.00 ' 1557 Lot 44/43 3+61.93 6162.93469 10395.88807 N00006'19"W 130.01 ' 1565 Lot 44/43 4+91.94 6292.94447 10395.64918 Closing latitude = 0.00504 Closing departure = 0.00324 Closing bearing = S32045'03"W Closing distance = 0.00599 Total traverse length = 491.86 (491.94) s Total error of closure = 1/82128 Error of closure in latitude = 1/97651 ,p 38965 % sTlp�fSiER� Error of closure in departure = 1/151812 �aQ Area = 10025. 913 SQ FT EwIRES Area = 0.230 ACRES 1 Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:55 PM NEW PROJECT PROJECT: G:\2646\2646.pro ----------------------------------------------------------------- CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 44 Point Number Description Sta Northing Easting Elevation Bearing Distance ----------------------------------------------------------------------- 407 N89053'50"E 152.11 ' 1574 Lot 44 Center Point: CL Radius: Delta: Arc Length: Chord Bearing: Chord Length: Middle Ordinate: External: Deg of Curvature: Tangent: Curve PI: 1566 Lot 44 S89037131"W 111.13 ' 1565 Lot 44/43 S00006'19"E 130.01 ' 1557 Lot 44/43 S89053141"W 40.50 ' 1553 Lot 36/37 N57017'38"W 56.08 ' 418 N21008'47"E 122.98 ' 407 ---------------------------- Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure Error of closure in latitude 0+00.00 6307.86224 1+52.11 6308.13510 507 6308.47915 53.00 ' 15°51129" Left 14.67 ' S08018'04"E 14.62 ' 0.51 ' 0.51 ' 108006119" Arc Definition 7.38 ' 6300.75394 1+66.78 6293.66827 2+77.91 6292.94147 4+07.91 6162.93169 4+48.41 6162.85727 5+04.50 6193.15899 6+27.48 6307.85773 _-0.00451 = 0.00845 = N61°53'19"W = 0.00958 = 627.43 (627.48) = 1/65507 = 1/139027 10352.55782 10504.66758 10557.66646 10504.71237 10506.77834 10395.65072 10395.88961 10355.38968 10308.20098 10352.56627 Error of closure in departure = 1/74269 Area Area = 11054.754 SQ FT = 0.254 ACRES MA g4OISTE389fi5pL LA1t WIRES ,-S%?.3lee Cz Q Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:55 PM NEW PROJECT PROJECT: G:\2646\2646.pro ----------------------------------------------------------------------- CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 45 Point Number Description Sta Northing Easting Elevation Bearing Distance 425 0+00.00 6308.13156 10502.50188 Center Point: 424 6089.94325 11372.59192 Radius: 897.03 ' Delta: 33050'03" Right Arc Length: 529.71 ' Chord Bearing: N3005914011E Chord Length: 522.05 ' Middle Ordinate: 38.82 ' External: 40.57 ' Deg of Curvature: 6°23'14" Arc Definition Tangent: 272.83 ' Curve PI: 6572.76856 10568.86360 1226 Right of Way 5+29.71 6755.64182 10771.33411 Center Point: 1206 6487.91879 11193.61883 RP CL Radius: 500.00 ' Delta: 53°21122" Left Arc Length: 465.62 ' Chord Bearing: S05041'46"W Chord Length: 448.98 ' Middle Ordinate: 53.23 ' External: 59.57 ' Deg of Curvature: 11027'33" Arc Definition Tangent: 251.23 ' Curve PI: 6543.45588 10636.81249 1571 Lot 45/19 9+95.33 6308.87874 10726.77186 S89056139"W 109.56 ' 1570 Lot 45/19 11+04.89 6308.77198 10617.21191 N29008120"W 17.28 ' 1224 Right of Way 11+22.17 6323.86506 10608.79779 0.00 Center Point: 1234 6336.03827 10630.63383 Right of W Radius: 25.00 ' Delta: 8026'53" Right Arc Length: 3.69 ' l I Chord Bearing: N24054'54"W Chord Length: 3.68 ' Middle Ordinate: 0.07 ' External: 0.07 ' Deg of Curvature: 229010159" Arc Definition Tangent: 1.85 ' Curve PI: 6325.47868 1220 Right of Way 11+25.86 6327.20257 Center Point: 507 6308.47610 CL Radius: 53.00 ' Delta: 159°40152" Left Arc Length: 147.71 ' Chord Bearing: S79028106"W Chord Length: 104.34 ' Middle Ordinate: 43.65 ' External: 247.47 ' Deg of Curvature: 108006119" Arc Definition Tangent: 295.76 ' Curve PI: 6603.89074 1574 Lot 44 12+73.57 6308.13142 S89053'50"W 2.16 ' 425 12+75.73 6308.12755 --------------------------------------------------- Closing latitude =-0.00402 Closing departure = 0.00333 Closing bearing = N39042'07"W Closing distance = 0.00522 Total traverse length = 1208.05 (1275.73) Total error of closure = 1/231417 Error of closure in latitude = 1/300784 Error of closure in departure = 1/362271 Area = 43047.198 SQ FT Area = 0.988 ACRES 10607.89718 10607.24750 10557.66606 10502.74389 10504.66521 10502.50521 3a915 p `ns�a LIST E�F NBLARD EXPIRES f%7-312 Q 0 Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:54 PM NEW PROJECT PROJECT: G:\2646\2646.pro CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: TRACT A Point Number Description Sta Northing Easting Elevation Bearing Distance ----------------------------------------------------------------------- -- 1596 Tract E/C 0+00.00 6708.57103 10947.11023 N51034'43"E 15.82 ' 1598 Tract A/C 0+15.82 6718.40222 10959.50459 Center Point: 409 7283.29145 11671.67111 Right of W Radius: 909.00 ' Delta: 9043127" Left Arc Length: 154.27 ' Chord Bearing: S43017101"E Chord Length: 154.09 ' Middle Ordinate: 3.27 ' External: 3.28 ' Deg of Curvature: 6°18111" Arc Definition Tangent: 77.32 ' Curve PI: 6657.82297 11007.55688 1599 Tract A /C 1+70.10 6606.22949 11065.15026 S00°06'01"W 47.02 ' 1601 Tract A/Lot 2+17.12 6559.20956 11065.06796 S89056'39"W 98.00 ' 1621 3+15.12 6559.11406 10967.06801 N00006'01"E 8.30 1 1622 3+23.42 6567.41405 10967.08254 Center Point: 1251 6567.37905 10987.08251 Right of W Radius: 20.00 ' Delta: 32012'20" Right Arc Length: 11.24 ' Chord Bearing: N16012111"E Chord Length: 11.09 ' Middle Ordinate: 0.78 ' External: 0.82 ' Deg of Curvature: 286°28144" Arc Definition Tangent: 5.77 ' Curve PI: 6573.19217 10967.09246 1623 3+34.66 6578.06354 10970.17712 Center Point: 429 6609.06121 10921.15524 n f r� III Center SAC Radius: 58.00 ' Delta: 101031129" Left Arc Length: 102.77 ' Chord Bearing: N18027123"W Chord Length: 89.85 ' Middle Ordinate: 21.31 ' External: 33.69 ' Deg of Curvature: 98047109" Arc Definition Tangent: 71.02 ' Curve PI: 6638.09847 1624 4+37.43 6663.29210 N06046'16"E 45.59 T 1596 Tract E/C 4+83.03 6708.56411 --------------------------------------------------------- Closing latitude =-0.00692 Closing departure =-0.00286 Closing bearing = N22027103"E Closing distance = 0.00749 Total traverse length = 469.76 (483.03) Total error of closure = 1/62740 Error of closure in latitude = 1/67885 Error of closure in departure = 1/164288 Area = 10119.706 SQ FT Area = 0.232 ACRES 11008.13400 10941.73216 10947.10737 H y 38965 0 y Sfd F�:"1T55 y9L L�pyN�l E1wYRE3 V Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:55 PM NEW PROJECT PROJECT: G:\2646\2646.pro CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: TRACT B Point Number Description Sta Northing Easting Elevation Bearing Distance ----------------------------------------------------------------------- 1509 Tract G/Lot 0+00.00 5962.85197 10176.53285 N33031136"E 80.80 ' 1625 0+80.80 6030.20918 10221.16071 Center Point: 495 6282.85462 10353.05190 CL RP Radius: 285.00 ' Delta: 11017'27" Left Arc Length: 56.16 ' Chord Bearing: S68004144"E Chord Length: 56.07 ' Middle Ordinate: 1.38 ' External: 1.39 ' Deg of Curvature: 20°06114" Arc Definition Tangent: 28.17 ' Curve PI: 6017.17271 10246.13556 1626 1+36.96 6009.27659 10273.17678 S34020133"W 73.82 ' 1515 Tract G/ 32 2+10.79 5948.32489 10231.53207 Center Point: 1514 5850.84152 10209.23872 Tract G RP Radius: 100.00 ' Delta: 16059'30" Left Arc Length: 29.66 ' Chord Bearing: N85036'52"W Chord Length: 29.55 ' Middle Ordinate: 1.10 ' External: 1.11 ' Deg of Curvature: 57017145" Arc Definition Tangent: 14.94 ' Curve PI: 5951.65253 10216.97032 1513 Tract G 2+40.44 5950.58451 10202.06859 Center Point: 1512 5864.95655 10150.41733 Tract G RP Radius: 100.00 ' Delta: 6046150" Left Arc Length: 11.83 ' 4 Chord Bearing: N62017'30"W Chord Length: 11.83 ' Middle Ordinate: 0.18 ' External: 0.18 ' Deg of Curvature: 57°17145" Arc Definition Tangent: 5.92 ' Curve PI: 5953.64167 10196.99836 1511 Tract G 2+52.28 5956.08511 10191.59518 N65040'55"W 13.89 ' 1510 Tract G 2+66.16 5961.80504 10178.93759 Center Point: 1508 5870.67768 10137.75744 Tract G RP Radius: 100.00 ' Delta: 1030'32" Left Arc Length: 2.63 ' Chord Bearing: N66026'10"W Chord Length: 2.63 ' Middle Ordinate: 0.01 ' External: 0.01 ' Deg of Curvature: 57017145" Arc Definition Tangent: 1.32 ' Curve PI: 5962.34152 10177.74662 1509 Tract G/Lot 2+68.80 5962.85644 10176.52689 ----------------------------------------------------------------------- Closing latitude = 0.00446 Closing departure =-0.00596 Closing bearing = S53009128"E Closing distance = 0.00744 Total traverse length = 268.59 (268.80) Total error of closure = 1/36084 Error of closure in latitude = 1/60179 Error of closure in departure = 1/45089 Area = 4268.739 SQ FT Area = 0.098 ACRES H ,p IST _ 3895k. �wz�s �17.Z1 Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:54 PM NEW PROJECT PROJECT: G:\2646\2646.pro --------------------------------------------------------------- CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: TRACT C Point Number Description Sta Northing Easting Elevation Bearing Distance --------------------------------------------------------------------- 1595 Tract E/C 0+00.00 6793.60865 10891.20770 Center Point: 1206 6487.91795 11193.62000 RP CL Radius: 430.00 ' Delta: 6002128" Right Arc Length: 45.34 ' Chord Bearing: N48019146"E Chord Length: 45.32 ' Middle Ordinate: 0.60 ' External: 0.60 ' Deg of Curvature: 13019129" Arc Definition Tangent: 22.69 ' Curve PI: 6809.56617 10907.33828 1261 Right of Way 0+45.34 6823.73950 10925.06083 Center Point: 1262 6804.21510 10940.67487 Right of W Radius: 25.00 ' Delta: 95024'36" Right Arc Length: 41.63 ' Chord Bearing: S80056142"E Chord Length: 36.98 ' Middle Ordinate: 8.18 ' External: 12.15 ' Deg of Curvature: 229010159" Arc Definition Tangent: 27.48 ' Curve PI: 6840.89999 10946.51946 1263 Right of Way 0+86.97 6817.91949 10961.57998 Center Point: 409 7283.29652 11671.66816 Right of W Radius: 849.00 ' Delta: 11010'50" Left Arc Length: 165.67 ' Chord Bearing: S38049148"E Chord Length: 165.41 ' Middle Ordinate: 4.04 ' External: 4.06 ' n a Deg of Curvature: Tangent: Curve PI: 1264 Right of Way S00006'01"W 82.83 ' 1599 Tract A /C Center Point: Right of W Radius: Delta: Arc Length: Chord Bearing: Chord Length: Middle Ordinate: External: Deg of Curvature: Tangent: Curve PI: 1598 Tract A/C S51034'43"W 15.82 ' 1596 Tract E/C N3301911311W 101.77 1595 Tract E/C 6044155" Arc Definition 83.10 ' 6748.41375 11007.13280 2+52.64 6689.06348 11065.29400 3+35.47 6606.23361 11065.14903 409 7283.29526 11671.67069 909.00 ' 9043127" Right 154.27 ' N43017'01"W 154.09 ' 3.27 ' 3.28 ' 6018'll" Arc Definition 77.32 ' 6657.82297 11007.55688 4+89.75 6718.40634 10959.50336 5+05.57 6708.57515 10947.10900 6+07.33 6793.61549 10891.20485 Closing latitude = 0.00684 Closing departure =-0.00285 Closing bearing = S22038'55"E Closing distance = 0.00741 Total traverse length = 602.22 (607.33) Total error of closure = 1/81256 Error of closure in latitude = 1/88046 Error of closure in departure = 1/211012 Area = 14722.759 SQ FT Area = 0.338 ACRES f. Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:54 PM NEW PROJECT G:\2646\2646.pro PROJECT: CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: TRACT D Point Number Description Sta Northing Easting Elevation Bearing Distance 1597 Tract E/C 0+00.00 6658.16389 10941.12536 N06046'16"E 5.17 ' 1624 0+05.17 6663.29783 10941.73492 Center Point: 429 6609.07125 10921.15633 Center SAC Radius: 58.00 ' Delta: 101031129" Right Arc Length: 102.77 ' Chord Bearing: S18027123"E Chord Length: 89.85 ' Middle Ordinate: 21.31 ' External: 33.69 ' Deg of Curvature: 98°47109" Arc Definition Tangent: 71.02 ' Curve PI: 6638.09847 11008.13400 1623 1+07.94 6578.06927 10970.17988 Center Point: 1251 6567.38042 10987.08397 Right of W Radius: 20.00 ' Delta: 32012'20" Left Arc Length: 11.24 ' Chord Bearing: S16012111"W Chord Length: 11.09 ' Middle Ordinate: 0.78 ' External: 0.82 ' Deg of Curvature: 286028144" Arc Definition Tangent: 5.77 ' Curve PI: 6573.19217 10967.09246 1622 1+19.18 6567.41978 10967.08530 S00006'01"W 8.30 ' 1621 1+27.49 6559.11980 10967.07077 S89056'39"W 5.00 ' 1600 Tract A/Lot 1+32.49 6559.11492 10962.07077 N00006'01"E 8.32 ' 1250 Right of Way 1+40.80 6567.43491 10962.08534 Center Point: 1251 6567.39116 10987.08530 Right of W Radius: 25.00 ' Delta: 32°12120" Right Arc Length: 14.05 ' Chord Bearing: N16012'11"E Chord Length: 13.87 ' Middle Ordinate: 0.98 ' External: 1.02 ' Deg of Curvature: 229°10159" Arc Definition Tangent: 7.22 ' Curve PI: 6574.64437 10962.09500 1252 Right of Way 1+54.86 6580.75398 10965.95565 Center Point: 429 6609.07943 10921.15980 Center SAC Radius: 53.00 ' Delta: 100010'19" Left Arc Length: 92.66 ' Chord Bearing: N1704614811W Chord Length: 81.30 ' Middle Ordinate: 18.99 ' External: 29.60 ' Deg of Curvature: 108°06119" Arc Definition Tangent: 63.36 ' Curve PI: 6634.29301 10999.81202 1597 Tract E/C 2+47.52 6658.17077 10941.12965 --------------------------------------------------------------------- Closing latitude = 0.00688 Closing departure = 0.00429 Closing bearing = S31056'50"W Closing distance = 0.00810 Total traverse length = 222.90 (247.52) Total error of closure = 1/27505 Error of closure in latitude = 1/32415 Error of closure in departure = 1/51981 Area = 593.378 SQ FT Area = 0.014 ACRES r Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:54 PM NEW PROJECT G:\2646\2646.pro ------------------------------------- PROJECT: CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: TRACT E Point Number Description Sta Northing Easting Elevation Bearing Distance --------------------------------------------------------------- RP C Cent 1592 Lot 10/Tract Center Point: L Radius: Delta: Arc Length: Chord Bearing: Chord Length: Middle Ordinate: External: Deg of Curvature: Tangent: Curve PI: 1595 Tract E/C S33019'1311E 101.77 ' 1596 Tract E/C S06046'16"W 50.76 ' 1597 Tract E/C Center Point: er SAC Radius: Delta: Arc Length: Chord Bearing: Chord Length: Middle Ordinate: External: Deg of Curvature: Tangent: Curve PI: 1594 Lot 10/Tract N06046'16"E 41.91 4 1593 Lot 10/Tract N33019'13"W 89.95 i 1592 Lot 10/Tract 0+00.00 6778.84469 1206 6487.91695 430.00 ' 2043'57" Right 20.51 ' N43056'34"E 20.50 ' 0.12 ' 0.12 ' 13019129" Arc Definition 10.26 ' 6786.39635 0+20.51 6793.60537 1+22.27 6708.56504 1+73.03 6658.15908 429 6609.06497 53.00 ' 21049'05" Left 20.18 ' N78046'30"W 20.06 ' 0.96 ' 0.98 ' 108006119" Arc Definition 10.21 ' 6662.01261 1+93.22 6662.06401 2+35.12 6703.68169 3+25.07 6778.84508 10876.97877 11193.61902 10883.91718 10891.20453 10947.10869 10941.12391 10921.15475 10931..66326 10921.44766 10926.38898 10876.97778 M It Closing latitude = 0.00039 Closing departure =-0.00099 Closing bearing = S6803515311E Closing distance = 0.00107 Total traverse length = 324.95 (325.07) Total error of closure = 1/304084 Error of closure in latitude = 1/833315 Error of closure in departure = 1/326606 Area = 2832.664 SQ FT Area = 0.065 ACRES EXPIFES H. WAS 38965 o V L Ago :-2-0$ Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:55 PM NEW PROJECT PROJECT: G:\2646\2646.pro --------------------------------------------------------------- CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: TRACT F Point Number Description Sta Northing Easting Elevation Bearing ------------------------------------------------------------- Distance _^^1528r Tract F Lot 0+00.00 6003.06044 10464.96160 N89053141"E 20.00 ' 1529 Tract F Lot 0+20.00 6003.09719 10484.96157 S00006'19"E 106.98 ' 1530 Tract F Lot 1+26.98 5896.11737 10485.15814 S8905314911W 20.00 ' 1527 Tract F Lot 1+46.98 5896.08140 10465.15817 N00006'19"W 106.98 ' 1528 Tract F Lot 2+53.95 6003.06122 10464.96160 ----------------------------------- Closing latitude = 0.00078 Closing departure =-0.00000 Closing bearing = S00006'15"E Closing distance = 0.00078 Total traverse length = 253.96 (253.95) Total error of closure = 1/327393 Error of closure in latitude = 1/327394 Error of closure in departure = 1/180079719 Area Area = 2139.543 SQ FT = 0.049 ACRES ! H. ,p 38965 �[ I IS E�'� LA'�� exams 372,-1 =Z-i 9' t Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:55 PM NEW PROJECT PROJECT: G:\2646\2646.pro ----------------------------------------------------------------------- CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: TRACT G Point Number Description Sta Northing Easting Elevation Bearing Distance ------------------------------------------------------------------- 416 0+00.00 5895.33930 10051.00932 N00027'47"E 94.96 ' 1501 Tract G/34 0+94.96 5990.29619 10051.77677 Center Point: 1502 5891.68715 10068.39771 Tract G RP Radius: 100.00 ' Delta: 25045158" Right Arc Length: 44.97 ' Chord Bearing: S86041'04"E Chord Length: 44.59 ' Middle Ordinate: 2.52 ' External: 2.58 ' Deg of Curvature: 57017145" Arc Definition Tangent: 22.87 ' Curve PI: 5994.09684 10074.33045 1503 Tract G 1+39.93 5987.71733 10096.29213 S86053'26"E 10.28 ' 1505 Tract G 1+50.21 5987.15971 10106.55700 Center Point: 1506 5887.30693 10101.13266 Tract G RP Radius: 100.00 ' Delta: 32055'02" Right Arc Length: 57.45 ' Chord Bearing: S70025'55"E Chord Length: 56.66 ' Middle Ordinate: 4.10 ' External: 4.27 ' Deg of Curvature: 57017145" Arc Definition Tangent: 29.54 ' Curve PI: 5985.55622 10136.05778 1507 Tract G 2+07.66 5968.18278 10159.94456 Center Point: 1508 5870.67451 10137.76040 Tract G RP Radius: 100.00 ' Delta: 11030104" Right Arc Length: 20.07 1 I Chord Bearing: S71025156"E Chord Length: 20.04 ' Middle Ordinate: 0.50 ' External: 0.51 ' Deg of Curvature: 57017145" Arc Definition Tangent: 10.07 ' Curve PI: 5965.94628 10169.76971 1510 Tract G 2+27.73 5961.80152 10178.94143 S65040155"E 13.89 ' 1511 Tract G 2+41.62 5956.08160 10191.59902 Center Point: 1512 5864.95424 10150.41887 Tract G RP Radius: 100.00 ' Delta: 6°46150" Right Arc Length: 11.83 ' Chord Bearing: S62017130"E Chord Length: 11.83 ' Middle Ordinate: 0.18 ' External: 0.18 ' Deg of Curvature: 57017145" Arc Definition Tangent: 5.92 ' Curve PI: 5953.64167 10196.99836 1513 Tract G 2+53.45 5950.58099 10202.07243 Center Point: 1514 5850.83820 10209.24006 Tract G RP Radius: 100.00 ' Delta: 49°25157" Right Arc Length: 86.28 ' Chord Bearing: S69023139"E Chord Length: 83.62 ' Middle Ordinate: 9.16 ' External: 10.08 ' Deg of Curvature: 57017145" Arc Definition Tangent: 46.03 ' Curve PI: 5953.88106 10247.98179 1516 Tract G 3+39.73 5921.15202 10280.34273 S44040140"E 24.12 ' 1517 Tract G 3+63.85 5904.00096 10297.30196 Center Point: 1518 5833.68907 10226.19474 Tract G RP Radius: 100.00 ' Delta: 6°16151" Right Arc Length: 10.96 ' Chord Bearing: S41032114"E Chord Length: 10.96 ' Middle Ordinate: 0.15 ' External: 0.15 ' Deg of Curvature: 57017145" Arc Definition Tangent: 5.49 ' Curve PI: 5900.09521 10301.16610 1519 Tract G 32 3+74.82 5895.79713 10304.56961 S89053'49"W 253.56 '. 416 6+28.38 5895.34106 10051.01002 ----------------------------------------------------------------------- Closing latitude = 0.00176 Closing departure Closing bearing Closing distance Total traverse length Total error of closure Error of closure in latitude Error of closure in departure Area Area = 0.00069 = S21024'24"W = 0.00190 = 624.51 (628.38) = 1/329495 = 1/353910 = 1/902761 = 16477.589 SQ FT = 0.378 ACRES Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:56 PM NEW PROJECT PROJECT: G:\2646\2646.pro ----------------------------------------------------------------------- CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: TRACT H Point Number Description Sta Northing Easting Elevation Bearing Distance 1626 0+00.00 6009.27710 10273.17886 Center Point: 495 6282.85532 10353.05348 CL RP Radius: 285.00 ' Delta: 11017'27" Right Arc Length: 56.16 ' Chord Bearing: N6800414411W Chord Length: 56.07 ' Middle Ordinate: 1.38 ' External: 1.39 ' Deg of Curvature: 20006114" Arc Definition Tangent: 28.17 ' Curve PI: 6017.17271 10246.13556 1625 0+56.16 6030.20969 10221.16279 N33031'36"E 5.03 ' 514 0+61.19 6034.40285 10223.94098 23.09 Center Point: 495 6282.85671 10353.05597 CL RP Radius: 280.00 ' Delta: 11031'05" Left Arc Length: 56.29 ' Chord Bearing: S68017'57"E Chord Length: 56.19 ' Middle Ordinate: 1.41 ' External: 1.42 ' Deg of Curvature: 20027'46" Arc Definition Tangent: 28.24 ' Curve PI: 6021.37982 10248.99578 1522 Lot 32 Tract 1+17.48 6013.62602 10276.14864 S34020133"W 5.26 ' 1626 1+22.74 6009.28294 10273.18127 Closing latitude = 0.00584 0 Closing departure Closing bearing Closing distance Total traverse length Total error of closure Error of closure in latitude Error of closure in departure Area Area = 0.00241 = S22027'19"W = 0.00632 = 122.55 (122.74) = 1/19398 = 1/20989 = 1/50786 = 281.123 SQ FT = 0.006 ACRES Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, April 30, 2008 12:46:56 PM NEW PROJECT PROJECT: G:\2646\2646.pro ----------------------------------------------------------------------- CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: ROADS Point Number Description Sta Northing Easting Elevation Bearing Distance r1215� Right of Way 0+00.00 6091.95994 10134.22564 S56028124"E 76.98 ' 1216 Right of Way 0+76.98 6049.44196 10198.39839 0.00 Center Point: 495 6282.85804 10353.04940 CL RP Radius: 280.00 ' Delta: 33037'55" Left Arc Length: 164.36 ' Chord Bearing: S73017121"E Chord Length: 162.01 ' Middle Ordinate: 11.97 ' External: 12.51 ' Deg of Curvature: 20°27'46" Arc Definition Tangent: 84.62 ' Curve PI: 6002.70044 10268.94550 1217 Right of Way 2+41.34 6002.85734 10353.56641 0.00 N8905314111E 243.47 ' 1218 Right of Way 4+84.82 6003.30470 10597.03600 0.00 Center Point: 498 6133.30448 10596.79713 CL RP Radius: 130.00 ' Delta: 37044104" Left Arc Length: 85.62 ' Chord Bearing: N71001139"E Chord Length: 84.08 ' Middle Ordinate: 6.98 ' External: 7.38 Deg of Curvature: 44°04'25" Arc Definition Tangent: 44.43 ' Curve PI: 6003.38462 10641.46726 1219 Right of Way 5+70.43 6030.64031 10676.54833 0.00 N52009'16"E 163.88 1 1238 Right of Way 7+34.31 6131.18645 10805.95903 Center Point: 1239 6111.44915 10821.30305 Right of W Radius: 25.00 ' Delta: 90000100" Right Arc Length: 39.27 ' Chord Bearing: S82051143"E Chord Length: 35.36 ' Middle Ordinate: 7.32 ' External: 10.36 ' Deg of Curvature: 229°10159" Arc Definition Tangent: 25.00 ' Curve PI: 6146.52831 10825.70072 1240 Right of Way 7+73.58 6126.79259 10841.04498 S3705114311E 135.79 ' 1241 Right of Way 9+09.38 6019.58749 10924.38758 Center Point: 1201 5755.67027 10584.90605 RP CL Radius: 430.00 ' Delta: 18040'07" Right Arc Length: 140.11 ' Chord Bearing: S28031139"E Chord Length: 139.49 ' Middle Ordinate: 5.69 ' External: 5.77 ' Deg of Curvature: 13°19129" Arc Definition Tangent: 70.68 ' Curve PI: 5963.78048 10967.77067 1242 Right of Way 10+49.49 5897.03325 10991.00528 N89053'49"E 72.90 ' 427 11+22.39 5897.16437 11063.90516 N00006'01"E 1.88 ' 1243 Right of Way 11+24.26 5899.04437 11063.90845 Center Point: 1201 5755.67062 10584.90536 RP CL Radius: 500.00 ' Delta: 21011155" Left Arc Length: 184.99 ' Chord Bearing: N27015145"W Chord Length: 183.94 ' Middle Ordinate: 8.53 ' External: 8.68 ' Deg of Curvature: 11°27133" Arc Definition Tangent: 93.57 ' Curve PI: 5988.67488 11037.08205 1244 Right of Way 13+09.26 6062.55180 10979.65145 0.00 N37051143"W 139.76 ' 1245 Right of Way 14+49.02 6172.89119 10893.87222 Center Point: 1246 6188.23522 10913.60952 Right of W Radius: 25.00 ' Delta: 90000'59" Right Arc Length: 39.28 ' Chord Bearing: N07008147"E Chord Length: 35.36 ' Middle Ordinate: 7.32 ' External: 10.36 ' Deg of Curvature: 229010159" Arc Definition Tangent: 25.01 ' Curve PI: 6192.62795 10878.52691 1247 Right of Way 14+88.30 6207.97650 10898.27118 N52009'16"E 18.62 ' 1248 Right of Way 15+06.91 6219.40052 10912.97478 Center Point: 503 6318.88100 10835.64669 CL RP Radius: 126.00 ' Delta: 52002128" Left Arc Length: 114.44 ' Chord Bearing: N26007115"E Chord Length: 110.55 ' Middle Ordinate: 12.77 ' External: 14.21 ' Deg of Curvature: 45028122" Arc Definition Tangent: 61.51 ' Curve PI: 6257.14191 10961.53889 1249 Right of Way 16+21.36 6318.65978 10961.64615 0.00 N00006'01"E 248.78 ' 1250 Right of Way 18+70.13 6567.43940 10962.08156 Center Point: 1251 6567.39564 10987.08153 Right of W Radius: 25.00 ' Delta: 32012120" Right Arc Length: 14.05 ' Chord Bearing: N16012111"E Chord Length: 13.87 ' Middle Ordinate: 0.98 ' External: 1.02 ' Deg of Curvature: 229010159" Arc Definition Tangent: 7.22 ' Curve PI: 6574.64437 10962.09500 1252 Right of Way 18+84.18 6580.75847 10965.95188 Center Point: 429 6609.08392 10921.15602 Center SAC Radius: 53.00 ' Delta: 274°43106" Left Arc Length: 254.12 ' Chord Bearing: S74056148"W Chord Length: 71.80 ' Middle Ordinate: 0.00 ' External: 0.00 ' Deg of Curvature: 108006119" Arc Definition Tangent: 0.00 Curve PI: 0.00000 0.00000 1253 Right of Way 21+38.30 6562.11071 10896.61573 Center Point: 1254 6539.95309 10885.03817 Right of W Radius: 25.00 ' Delta: 62°30146" Right Arc Length: 27.28 ' Chord Bearing: S31009122"E Chord Length: 25.94 ' Middle Ordinate: 3.63 ' External: 4.24 ' Deg of Curvature: 229010159" Arc Definition Tangent: 15.17 ' Curve PI: 6555.06844 10910.06061 1255 Right of Way 21+65.58 6539.91227 10910.03635 S00006'01"W 221.15 ' 1256 Right of Way 23+86.73 6318.76261 10909.64930 Center Point: 503 6318.89213 10835.64942 CL RP Radius: 74.00 ' Delta: 52'02116" Right Arc Length: 67.21 ' Chord Bearing: S26007'09"W Chord Length: 64.92 ' Middle Ordinate: 7.50 ' External: 8.35 ' Deg of Curvature: 77'25136" Arc Definition Tangent: 36.12 ' Curve PI: 6282.62088 10909.58344 1257 Right of Way 24+53.94 6260.47222 10881.06895 0.00 S52009'16"W 16.92 ' 1258 Right of Way 24+70.86 6250.09121 10867.70778 Center Point: 1259 6269.83289 10852.36940 Right of W Radius: 25.00 ' Delta: 95'15141" Right Arc Length: 41.57 ' Chord Bearing: N80012153"W Chord Length: 36.94 ' Middle Ordinate: 8.15 ' External: 12.10 ' Deg of Curvature: 229010159" Arc Definition Tangent: 27.41 ' Curve PI: 6233.25330 10846.06017 1260 Right of Way 25+12.43 6256.36939 10831.30520 Center Point: 1206 6487.93896 11193.62486 RP CL Radius: 430.00 ' Delta: 83'56103" Right Arc Length: 629.92 ' Chord Bearing: N09022'59"E Chord Length: 575.08 ' Middle Ordinate: 110.28 ' External: 148.32 ' Deg of Curvature: 13019129" Arc Definition Tangent: 386.73 ' Curve PI: 6582.20395 10623.03459 1261 Right of Way 31+42.35 6823.75506 10925.06290 Center Point: 1262 6804.23067 10940.67693 Right of W Radius: 25.00 ' Delta: 95'24136" Right Arc Length: 41.63 ' Chord Bearing: S80056142"E Chord Length: 36.98 ' Middle Ordinate: 8.18 ' External: 12.15 ' Deg of Curvature: 229010159" Arc Definition Tangent: 27.48 ' Curve PI: 6840.89999 10946.51946 1263 Right of Way 31+83.98 6817.93506 10961.58204 Center Point: 409 7283.31208 11671.67022 Right of W Radius: 849.00 ' Delta: 11°10150" Left Arc Length: 165.67 ' Chord Bearing: S38049148"E Chord Length: 165.41 ' Middle Ordinate: 4.04 ' External: 4.06 ' Deg of Curvature: 6044155" Arc Definition Tangent: 83.10 ' Curve PI: 6748.41375 11007.13280 1264 Right of Way 33+49.65 6689.07905 11065.29606 N00006'01"E 10.03 ' 467 33+59.67 6699.10904 11065.31362 Center Point: 409 7283.31212 11671.67222 Right of W Radius: 842.00 ' Delta: 14°49105" Right Arc Length: 217.76 ' Chord Bearing: N36031'30"W Chord Length: 217.16 ' Middle Ordinate: 7.03 ` External: 7.09 ` Deg of Curvature: 6048117" Arc Definition Tangent: 109.49 ' Curve PI: 6777.93847 10989.34442 469 35+77.44 6873.61821 10936.06574 Center Point: 424 6089.96641 11372.58914 Radius: 897.03 ' Delta: 12058108" Left Arc Length: 203.04 ' Chord Bearing: S54023146"W Chord Length: 202.61 ' Middle Ordinate: 5.74 ' External: 5.78 ' Deg of Curvature: 6023114" Arc Definition Tangent: 101.96 ' Curve PI: 6823.97947 10846.99803 1226 Right of Way 37+80.48 6755.66310 10771.33140 Center Point: 1206 6487.94007 11193.61612 RP CL Radius: 500.00 ' Delta: 65043147" Left Arc Length: 573.60 ' Chord Bearing: S00029126"E Chord Length: 542.66 ' Middle Ordinate: 80.02 ' External: 95.27 ' Deg of Curvature: 11°27133" Arc Definition Tangent: 323.03 ' Curve PI: 6482.81993 10598.37009 1225 Right of Way 43+54.08 6213.02299 10775.97750 Center Point: 1222 6199.27716 10755.09563 Right of W Radius: 25.00 ' Delta: 85°29137" Right Arc Length: 37.30 ' Chord Bearing: S09023'29"W Chord Length: 33.94 ' Middle Ordinate: 6.64 ' External: 9.04 ' Deg of Curvature: 229010159" Arc Definition Tangent: 23.11 ' Curve PI: 6193.70084 10788.68659 1223 Right of Way 43+91.38 6179.53789 10770.43925 S52012127"W 42.60 ' 1237 Right of Way 44+33.98 6153.43246 10736.77523 Center Point: 1235 6173.17415 10721.43685 Right of W Radius: 25.00 ' Delta: 98°42123" Right Arc Length: 43.07 ' Chord Bearing: N78029132"W Chord Length: 37.94 ' Middle Ordinate: 8.72 ' External: 13.38 ' Deg of Curvature: 229010159" Arc Definition Tangent: 29.12 ' Curve PI: 6135.54529 10713.78220 1236 Right of Way 44+77.05 6161.00153 10699.59791 0.00 N29008'20"W 186.49 ' 1224 Right of Way 46+63.54 6323.88971 10608.79065 0.00 Center Point: 1234 6336.06292 10630.62670 Right of W Radius: 25.00 ' Delta: 8°26153" Right Arc Length: 3.69 ' Chord Bearing: N24°54'54"W Chord Length: 3.68 ' Middle Ordinate: 0.07 ' External: 0.07 ' Deg of Curvature: 229010159" Arc Definition Tangent: 1.85 ' Curve PI: 6325.47868 10607.89718 1220 Right of Way 46+67.23 6327.22723 10607.24036 Center Point: 507 6308.50075 10557.65892 CL Radius: 53.00 ' Delta: 259°52123" Left Arc Length: 240.39 ' Chord Bearing: S29022121"W Chord Length: 81.28 ' Middle Ordinate: 0.00 ' External: 0.00 ' Deg of Curvature: 108006119" Arc Definition Tangent: 0.00 1 Curve PI: 0.00000 0.00000 1233 Right of Way 49+07.62 6256.39583 10567.37370 Center Point: 1232 6231.81957 10571.95711 Right of W Radius: 25.00 ' Delta: 71025'31" Right Arc Length: 31.17 ' Chord Bearing: S64051106"E Chord Length: 29.19 ' Middle Ordinate: 4.70 ' External: 5.79 ' Deg of Curvature: 229010159" Arc Definition Tangent: 17.97 ' Curve PI: 6259.67300 10585.04820 1231 Right of Way 49+38.78 6243.99115 10593.79679 S29008120"E 130.60 ' 1221 Right of Way 50+69.38 6129.91964 10657.38963 0.00 Center Point: 510 6191.27261 10767.44332 CL RP Radius: 126.00 ' Delta: 3024150" Left Arc Length: 7.51 ' Chord Bearing: S30050'46"E Chord Length: 7.51 ' Middle Ordinate: 0.06 ' External: 0.06 ' Deg of Curvature: 45028122" Arc Definition Tangent: 3.75 ' Curve PI: 6126.62636 10659.21972 1230 Right of Way 50+76.89 6123.47194 10661.24027 Center Point: 1229 6110.01993 10640.16793 Right of W Radius: 25.00 ' Delta: 84°42148" Right Arc Length: 36.96 ' Chord Bearing: S09048'13"W Chord Length: 33.69 ' Middle Ordinate: 6.53 ' External: 8.83 ' Deg of Curvature: 229010159" Arc Definition Tangent: 22.79 ' Curve PI: 6104.24887 10673.50484 1228 Right of Way 51+13.85 6090.27391 10655.50382 S52009'16"W 19.96 ' 1214 Right of Way 51+33.81 6078.02775 10639.74205 0.00 Center Point: 498 6133.30885 10596.80022 CL RP Radius: 70.00 ' Delta: 37°44104" Right Arc Length: 46.10 ' Chord Bearing: S71001'39"W Chord Length: 45.27 ' Middle Ordinate: 3.76 ' External: 3.97 ' Deg of Curvature: 81051104" Arc Definition Tangent: Curve PI: 1213 Right of Way 0.00 S8905314111W 243.47 ' 1212 Right of Way 0.00 Center Point: CL RP Radius: Delta: Arc Length: Chord Bearing: Chord Length: Middle Ordinate: External: Deg of Curvature: Tangent: Curve PI: 1211 Right of Way 0.00 N56028'24"W 55.65 ' 1210 Right of Way S53°05'53"W 63.68 ' 1215 Right of Way 23.92 ' 6063.34686 10620.85286 51+79.91 6063.30983 10596.93136 54+23.38 6062.86247 10353.46177 495 6282.86209 10353.05753 220.00 ' 33°37155" Right 129.14 ' N73017'21"W 127.29 ' 9.41 ' 9.83 ' 26°02137" Arc Definition 66.49 ' 6062.73364 10286.96860 55+52.52 6099.46364 10231.54746 56+08.17 6130.20053 10185.15602 56+71.85 6091.96404 10134.23340 ----------------------------------------------------------------------- Closing latitude = 0.00410 Closing departure = 0.00775 Closing bearing = S62008108"W Closing distance = 0.00877 Total traverse length = 5196.56 (5671.85) Total error of closure = 1/592502 Error of closure in latitude = 1/1267702 Error of closure in departure 1/670210 Area = 166963.619 SQ FT Area = 3.833 ACRES iAS P 3$865 Q a� � pN� EVIHE5 JALGER ENGINEEi INN 9419 S. 204 PLACE - KENT, WASHINGTON 98031 PHONE (253) 850-0934 FAX (253) 850-0155 April 18, 2008 WYNSTONE PLAT SIGHT DISTANCE ANALYSIS SW 340"h ST. @ 13m CT. SW O m 9 I'll fM Z Q \� �a ra W VC-)) Vwl Q a� wz G) U 0 VI NO ¢zo �o— V)� U M U W cn = 0m \ , o z a w o J 0 \ \Uj Z az \ w Ir W l �• a Q LLJ , \ r. G r O ' pG r i [tea []vv i �T 1 i P_7 ■, 1Jt9 � r o 0 i v I I :1 r WHITE PLASTIC MARKINGS (TYP) 3 A r L� -�' 10 =—jet oo. (TYP}----y I MARKING DETAIL - SCALE 2:1 RPM TYPE II -YELLOW (TYP. AT CENTERLINE) RPM TYPE II (WHITE) m P maE lEgA I = J I 11ZA N s B ?,Q 1`i� k ►'I SIC r--L � �J _ SIGN DESIGNATION / SIZE W71-2 MAN WALKING % 30' x 30' W8-1A 9 B AHEAD 30' x 30' W13-1(20) 20 MPH ADVISORY PLAQUE v 16' x 18' W16-7P ARROW DOWN 24' x 12' 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) 3) USE YELLOW -GREEN SIGNS FOR SCHOOL CROSSINGS 4) USE S1-1 INSTEAD OF W11-2 FOR SCHOOL CROSSINGS o c, co c NI N N N fV m SECTION A -A - PARABOLIC CROWN STANDARD CLASS D OR S. CLASS C MIX (TYP) 2' MAX+7APER� CURB FACE I GUTTER TACK COAT (TYP) SECTION B-B (CURB AND GUTTER) Li 6' MAX.�TA6; ER SHOULDER SECTION B-B (SHOULDER) REV. 12/04 </`\\arirw PUBLIC RAISED CROSSWALK DWG. NO. �O ....`"� WORKS 3-27— S I G T- -DI S i Pz-o-)Cz- SIGHT DISTANCE FOR GRADE INTERSECTION WITH STOP CONTROL To— = so= �,4� Zkts M B. The vertical clearance area within the sight distance triangle will be free from obstructions to a motor vehicle operator's view between a height of c 2.5 feet and ten feet above the existing surface of the street. WLO C. Exclusions The following are permitted to be within the area that must be clear of sight obstructions: 1. Any structure erected before the effective date (2-27-90) 2. Natural topography of the ground. However, the Public Works Director may require land surface modification to fulfill the intent of this division of FWCC as part of any development activity on the subject property. 3. Any number of tree trunks, sign poles or utility poles if the Public Works Director determines that adequate visual access is available between them. City ajFedera! Way Public - 10 Works Development Standards Page 3 June 2001— Revision N2 (2003) When designing intersections for commercial streets the AASHTO method must be used. Supporting data and calculations for intersection sight distance must be submitted with the street plans for review. ft SD right S. t* VIVIO [l7 P 19 ft SDI = 30 ft WB 50 = 55 ft WB 67 = 69 ft SD left —+ line f WL L Design Vehicle ure roan uraae, rerceni -4 _Z 0 +2 +4 P 0.7 0.9 1.0 1.1 1.3 SU 0.8 0.9 1.0 1.1 1.3 WB 40 0.8 0.9 1.0 1.2 1.7 City of Federal Way Feb 2005 Public Works Development Standards Page 3-9 b'ILITY, DIST� Arpril 23, 2008 LAKEHAVEN UTILITY DISTRICT 31627 -1st Avenue South • P.O. Box 4249 • Federal Way, Washington 98063-4249 Federal Way: 253-941-1516 • Tacoma: 253-927-2922 Janet Shull Community Development Dept. City of Federal Way P.O. Box 9718 Federal Way, WA 98063-9718 RE: Final Plat Approval Status Wynstone Agreement No. 04-590 Dear Ms. Shull: wwwlakehaven.org This letter serves as a status report to advise the Federal Way City Council on final plat approval for the referenced project. The water distribution and sanitary sewer systems for this project are substantially complete. The developer has entered into a supplemental agreement with Lakehaven Utility District and the District has accepted a guaranty for completion of construction of the water and sewer facilities for the project. Please do not hesitate to call me, if you have any questions. I can be reached by phone at (253) 946-5406, by electronic mail at jjensen@lakehaven.org, or by fax at (253) 529-4081. Sincerely, %John A ensen G ' Engi Bring Technician II c: Aspen Properties Jagaer Engineering ec: Development Services Supervisor Inspection Charles Gibson Donald L.P. Miller Ronald E. Nowicki Ed Stewart Beverly J. Tweddle Commissioner Commissioner Conunissioner Commissioner Commissioner s c�� of _ Ic^�� ; ; - At�x ����° ` �VoFILE I.,- �- 0( . V 41k CITY OF Pc,- L S Federal Way 1�? L)� L YOV7 V Community Development Services Department MEMORANDUM DATE: April 21, 2008 TO: Mike Kerschner, Aspen Properties via -email mkerschner�alaasspMpropertiesnw.com and US Mail Aspen Properties, 6002 Ford Drive NW, Gig Harbor, WA 98335 CC: Will Appleton, Development Services Manager B. Sanders, Park Planning and Development Manager FROM: Jim Harris, Senior Planner, 253-835-2649, jim.harris@cityoffederalway.com SUBJECT: Campus Crest - (05-105180-00-EN), 700 SW Campus Drive Review of January 28, 2008 Submittal I have completed a review of the EN submittal received January 28, 2008. The pending application has been re -assigned within the Planning Division, and I will be the project planner. Following are my review comments. Please address each of the following comments in detail, and provide a reference where each comment has been addressed on the engineering and/or landscape plans (as applicable) and provide all other requested documentation. 1. SIGNIFICANT TREES: Sheet L-11 must be revised to document the total number of significant trees removed and the total required number of replacement trees. 0 The revised landscape plans dated 12-17-07 do not meet condition number 3 of the preliminary plat {� approval (enclosed). The significant tree count for the preliminary plat purposes was not the approved x yy accepted tree count as identified in plat condition number 3. Also reference e-mail from Jim Harris to Kerschner dated 7/8/05 and letter from CES, Eric Olner to Jim Harris, dated August 30, 2005. Provide the document and analysis identified in the 8/30/05 CES letter, for the City's review and approval. Significant tree replacement quantity will be determined following review and approval of the final significant tree inventory as discussed above, and in preliminary plat condition number 3. 2. SIGNIFICANT TREES: Street trees located within the right-of-way landscape strip do not count toward fulfilling the significant tree replacement requirement. The current plan includes counting the street trees toward fulfilling the significant tree replacement, and this is not allowable. The street tree count needs to be categorized separately on page L-11 and removed from the significant tree replacement count. �LLC Many of the proposed significant tree replacement trees do not meet the minimum 10-foot evergreen or 3-inch caliper deciduous standard, and must be modified accordingly. Several species of the proposed significant trees are small trees, and will not meet the significant tree replacement standard, including the following from the proposed list: Vine maple, western serviceberry, Japanese Hornbeam, Forest Pansy Redbud, Thundercloud Plum, and Akebono Flowering Cherry. I suggest that we meet with your landscape architect to discuss significant tree replacement options. 3. SIGNIFICANT TREES: A large number of proposed replacement significant tree are proposed to be planted on City PARCS property. The proposed significant tree replacement does not meet the Pparameters of the approved preliminary plat or Federal Way City Code and is not approved. The significant tree replacement plan must be revised to meet applicable FWCC standards and the preliminary plat approval conditions. 4. SIGNIFICANT TREES: To the extent feasible without creating utility conflicts, I suggest t substantially increasing the replacement tree count in Tracts F and G, as the proposed tree count in the new landscape plans shows a decrease in the quantity of trees compared to replacement tree count shown in the conceptual landscape plans Exhibit G, Page 13 of 17 of Preliminary Plat Staff Report to �n City Council dated February 22, 2005. ii 5. RETAINING WALLS: On the January 28, 2008, applicant response to item 6 in the Janet Shull review dated October 22, 2007, it is referenced that the previously requested retaining wall information is contained on building permit 07-100547-00-CO. The plans for file 07-100547-00-CO do not include any wall details, and the plan approval specifically excludes any walls over four feet in height. Provide the city with complete accurate and detailed information regarding the design, treatment, height, and location (spacing) of the walls as specifically required in preliminary plat condition #8. The City and the previous owner had extensive discussions and reviews of walls adjacent to Campus Drive in order to proceed to preliminary plat. Portion of preliminary plat condition #8: Due to the proximity to Campus Drive and the potential aesthetic impact from large untreated walls, retaining walls shall be a maximum height of four feet within Tract G and a maximum height of nine feet of exposed surface above grade in Tract M. Any walls in Tract Mshall include but are not limited to the following design features_ horizontal and vertical undulation; terracing with a minimum width of six feet between terraces to allow a safe area for maintenance, landscape screening; and wall texturing. Provide detailed accurate sketches, several cross sections (at least one more north -south section of the stormwater tract in addition to cross section B on C-18), full length wall elevations, wall details, wall treatment details, wall heights, etc. on both the civil plans and in landscape plan format. See Exhibit 05-105180 Doc, 1.D. 45066 G, Page 16 of 17 of Preliminary Plat Staff Report to City Council dated February 22, 2005, previously provided. 6. On all applicable engineering and landscape plan sheets, identify the property line between tracts H and M. Tract H is to be a public owned tract, and M to be owned by the HOA. 7. Provide a detail of the fencing type, and location proposed in Tract H/M as required in preliminary plat condition number 2(d). Include the fence location on cross sections on C-18. 8. On sheet C-18 and others as applicable, identify the spacing between the walls as required minimum 6-foot separation per preliminary plat condition 8. 9. Prior to approval of the engineering plans, provide Lakehaven Utility District written approval of landscape plans in regard to potential landscaping/utility conflicts in Tracts F and G, per preliminary plat condition number 2(a). 10. Prior to approval of the engineering plans, provide Federal Way School District written V 7 correspondence regarding the District's commitment to eliminating their existing easement on the site, as required in preliminary plat condition number 7. 11. Prior to approval of the engineering plans, provide written approval from Metro regarding the landing design and location, as required in preliminary plat condition number 9. 12. Prior to approval of the engineering plans, provide written approval from the City of Federal Way PARCS Department regarding the Tract D trail connection, as required in preliminary plat condition number 7. enc: E-mail from Jim Harris to Kerschner dated 7/8/05 Letter from CES, Eric Olner to Jim Harris, dated August 30, 2005 05-105180 Doc.l D. 45066 A�kCITY OF Federal March 12, 2008 Mr. Mike Kerschner Wynstone Properties, LLC 6902 Ford Drive NW Gig Harbor, WA 98335 CITY HALL 33325 8th Avenue South y Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www. cityoffederalway. cam Re: File #08-100695-00-SU; INCOMPLETE APPLICATION Wynstone Final Plat; No Site Address, Federal Way Dear Mr. Kerschner: City staff has reviewed the final plat submitted to the City on February 12, 2008, and finds that the application is incomplete. The plat infrastructure must be substantially complete in order to process the final plat. At this time, the plat infrastructure is not substantially complete. The following comments represent the City's initial review of the final plat documents. Please revise the final plat documents in accordance with the following comments and resubmit five sets of paper copies of the revised final plat documents. Upon substantial completion of the project infrastructure, the final plat will be forwarded to the City Council's Land Use/Transportation Committee (LUTC) for review and recommendation to the full City Council. The City Council is required to review and make the final decision on'the final plat application. Please be advised that City staff reports to the LUTC and City Council and are required to be prepared approximately two weeks in advance of scheduled meetings. Therefore, once the project is substantially complete, processing and scheduling the final plat will take a minimum of four weeks, in part due to the bi-weekly LUTC and Council meetings. In order to assist the City in expediting review of the final plat, please provide a written response identifying how the final plat submittal addresses each of the following comments. Please respond to each comment using the same numbering sequence. 1. Provide a statutory warranty deed with exhibits for the entire plat right-of-way that will be dedicated to the City of Federal Way. 2. Provide a statutory warranty deed with exhibits for each individual storm tract that will be dedicated to the City of Federal Way. File 408-100695-00-SU Doc 1 D 44540 Mr. Mike Kerschner Page 2 March 12, 2008 Provide a statutory warranty deed with exhibits for the pedestrian trail on the south end of the plat. 4. Provide easement relinquishment documents showing that all easements on the site within the proposed dedicated rights -of -way have been vacated and released by the easement owners. 5. Install the neighborhood traffic calming speed hump on SW 340'h Street in front of lot 38. 6. Provide a land survey and sight distance analysis for the un-permitted landscape rock wall installed on lot 40. 7. Provide a right-of-way deed from the school district in the City's nalne for the portion of SW 340"' Street that extends across school district property west of the plat. 8. The open space requirements of Federal Way City Code (FWCC) Section 20-156 (formerly Section 20-155) must be met. Pursuant to FWCC Section 20-156, a minimum of 15 percent of on -site open space must be provided. A fee -in -lieu of the full amount of required on -site open space was proposed and approved with the preliminary plat application. Partial credit against the 15 percent minimum open space requirement will be calculated for open space provided on site per allowances specified in FWCC Section 20-156. Please submit a valuation of the fair market value of the subject site that has been prepared by a certified appraiser. FWCC Section 20-133(b)(1): Provide a copy of any deeds, covenants, conditions, or restrictions, together with a copy of the documents which establish and govern any homeowners' association that may be required. FWCC Section 20-133(b)(3): A statement of approval from the Lakehaven Utility District as to the water system has not been submitted. 9. FWCC Section 20-133(b)(4): A statement of approval from the Lakehaven Utility District as to the sanitary sewer system has not been submitted. In addition to the above items, we would like to request the following information to assist us in our buildable lands analysis. Could you provide us with the following calculations? ➢ Total acreage dedicated to public right-of-way, as well as private tracts, alleys, ingress/egress, and utilities easements created for the purpose of providing access to lots within the subdivision. ➢ Acreage of tracts dedicated for retention/detention/drainage facilities, open space and parks, or other on -site public facilities. ➢ Net plat area, which is the gross plat area minus critical areas, rights -of -way, and public purpose lands. File #08-100695-00-SU Doc. I.D. 44540 Mr. Mike Kerschner Page 3 March 12, 2008 Please submit five copies of any revised drawings and four copies of any reports accompanied by the enclosed resubmittal form. If you have any additional questions, please contact me at 253- 835-2644, orjanet.shull@cityoffederalway.com. Sincerely, 3 et Shull, AICP nior Planner Enc: Resubmittal Form c: William Appleton, Development Services Manager Sean Wells, PE, Engineering Plans Reviewer File #08-100695-00-SU Doc. I.D. 44540 CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: February 19, 2008 TO: Will Appleton,�bevelopment Services Manager Scott Sproul, Assistant Building Official Brian Asbury, Lakehaven Utility District Chris Ingham, South King County Fire & Rescue FROM: Janet Shull FOR DRC MTG. ON: February 28, 2008 - Internal Tina I PO FILE NUMBER(s): 08-100695-00-SU RELATED FILE NOS.: 03-102630-SU, 03-102631-SE, 05-103031-EN PROJECT NAME- WYNSTONE PROJECT ADDRESS: *NO SITE ADDRESS* ZONING DISTRICT: RS 7.2 PROJECT DESCRIPTION: Final plat - Subdividing 2 existing lots into 44 smaller single family lots & 4 multi -family lots_ Project includes rezone of part of one lot. LAND USE PERMITS: Final Plat Approval PROJECT CONTACT: WYNSTONE PROPERTIES, LLC MIKE KERSCHNER 6902 FORD DR NW 2532220255 (Work) MATERIALS SUBMITTED: 5 copies Final Plat Drawings, One copy each of the following: plat certificate, vicinity map, deed of trust, copies of various easements and deeds, concomitant agreement, road vacation and road dedication exhibits_ -vnru�Ip�s 0 U �1 w A a co CQ �c O c caCQ CQ �s 9AV- O Lo s 00 c� y , ee /' 40 .zerz CeD _g o-g • - ------ .59'EET -- I� �o-yQye° ff .LV'S9r N.LD.LZ.00s ��.4g# f Q E-+ o yam., a 4 cr] E- q0 �W A EE-4 8 w N O coTT� II rn rl- co LY) CQ �n co CQ cQ N W cQ o A 13,04 c� co co w co ! N x M ko 00 co co m -o a J z J x w z m w m m i/1 O E 1 L N - ....0 L O z n E— w a a, a o L° ( = O x „ >,am c LCD 3D C <�g V z � � x i5 R N jcu m4x o O to m 3 Q m m [I] N �a .1 m 0 0 z� m „rz �rz o o N -13 o m Lo d ti � 3 � m = m C3 7 ti cli EXHIBl7'_� PAGE_-(P--OF1� FILE CITY OF Federal Way DATE: April 29, 2008 MEMORANDUM Community Development Services Department TO: Donna Hanson, PARCS Director FROM: Jim H • 6"", SUBJECT: Wynstone inal Plat Open Space Calculation and fee in lieu of open space calculation (08-100695-00-SU) Donna: The Wynstone final plat is in for final review and Council approval. The preliminary plat processed a few years back was approved with a menu of open space including: buffer, usable, constrained and partial fee in lieu of on -site open space. The applicant has provided a worksheet showing the proposed open space quantities, and calculation of the remaining balance of fee in lieu of on -site open space. A copy of the worksheet (with my handwritten notes) is attached. I have checked the final plat map and all the calculations on the worksheet, which all appear correct and meet applicable FWCC requirements. In summary, the applicant is proposing 6.9 percent on -site open space in constrained, usable and buffer open space, and 8.195 percent fee in lieu of on -site open space. So, the 8.195 percent fee in lieu equates to $71,108.02 fee in lieu, based on a 2008 assessed valuation of $867,700.00 for the subject Wynstone land value. I recommend the open space calculation and fee be approved. Please let me know if you concur with this analysis and open space calculations. Let me know if you have any questions. Enc: 2008 tax statement parcel 192104-9030 and 192104-9044. Jaeger Worksheet with Harris notes, 4-28-08. Doc I D 45262 WYNSTONE PLAT OPEN SPACE REQUIREMENT SUMMARY OPEN SPACE REQUIRED: Gross site area: 587,496 SF Less area of Lot 45:-43,047 SF Gross area for open space requirements: 544,449 SF (Note: Plat conditions state that Lot 45 shall provide separate open space as part of the multi -family development for that Lot, independent of the plat.) Required open space (15% of gross area): OPEN SPACE PROVIDED: Tract "C" (view corridor buffer - conservation): Tract "G" (sensitive area buffer - conservation): Tract "E" (pedestrian access - usable): Tract "F" (pedestrian access -usable): Tract "D" (landscape - buffer): Tract "H" (landscape -buffer): Open space provided: Remaining open space to be mitigated: 81,667 SF 14,723 SF 16,478 SF 2,833 SF 2,140 SF 593 SF 281 SF 37,048 SF (45.344) 44, 619 S F &5 .640/.) o cz 1-1I 5 % -or- M'56- j L412t RECEIVED APR 2 5 2008 CITY OF FEDERAL WAY CDS WYNSTONE PLAT AREA ANALYSIS Access: Total area dedicated for public right-of-way: 166,964 SF = 3.83 ac. Public pedestrian access Tracts ("E" & "F"): 4973 SF = 0.11 ac. Private access esmts. (Joint driveways): 10,599 SF = 0.24 ac. Public drainage esmt. (east plat line): 11,369 SF = 0.26 ac. Public Tracts: Tract "A" (drainage): Tract "B" (drainage): Tract "E" & "F" (pedestrian access): Total: Net Plat Area: Gross plat area: Less ROW: Less public Tracts: Less Tract "G" (wetland buffer): Net Plat area: 10, 120 SF = 0.23 ac. 4,313 SF = 0.10 ac. 4,973 SF = 0.11 ac. (also listed above) 19,406 SF = 0.45 ac. 587,496 SF -166,964 SF -19,406 SF -16,478 SF 384,648 SF = 8.83 ac. v s - 10069RS - Sq WYNSTONE WYNSTONE PROPERTIES, L.L.C. April 25, 2008 Mr. Jim Harris City of Federal Way 33325 8`h Avenue South Federal Way, Washington 98063-9718 RECEIVED APR 2 5 2008 CITY OF FEDERAL WAY CDS Subject: Wynstone Subdivision: Final Plat application City Files: 05-103031-00-EN, 03-102630-00-SU & 03-102632-00-UP Tax Parcels: # 192104-9044 & 192104-9030 Dear Mr. Harris, Please accept the following documentation as support information to the Wynstone final plat application. The following calculations support the Owner's response to the request by the City in it's March 12, 2008 letter (city comment #8) addressing the "fee in lieu of Open Space mitigation fee for the Wynstone final plat. The fee as calculated is $ 71,108.02 and was determined using standards set forth within Federal Way City Code (FWCC §20-156). Sincerely, Michael Ke chner Wynstone Properties L.L.C. enclosures: FW #08-100965-00-SU3.12.08 RDa, b-SWD- CC: dlg/jj/je 1000 SW Campus Drive 0 Federal Wav, Washington 98023 CENT RESUBMITTED APR 2 3 2008 CITY OF FEDERAL WAY TEBUILDING DEPT. nts, Inc., P.S. Janet Shull, AICP April 16, 2008 Senior Planner City of Federal Way 33325 8th Avenue South Federal Way, WA. 98063-9718 RE: Wynstone Final Plat File No. 08-100695-00-SU Dear Janet, Included are 5 copies of the Resubmittal of Wynstone Plat File No. 08-100695-00-SU and this written response letter to comments from your March 12, 2008 letter. A Statutory Warranty Deed has been drafted for the entire plat Right -of -Way. Statutory Warranty Deeds have been drafted for Tracts A, B, C, D, E, F and H. All Tracts to be dedicated to the City of Federal Way. The total acreage dedicated to public right-of-way and ingress/egress and utilities access easements is 4.100 Acres. Acreage dedicated for retention/detention/drainage facilities, open space and parks or other on site public facilities is 1.181 Acres. The Net Plat Area is 369051 Square Feet / 8.473 Acres and is shown as on Page 2 of 5. If you have any questions or need additional information, please give me a call. Si�prely, { Dan C. Woods 206 Railroad Ave. N. • Kent, Washington 98032 • Phone: 253.813.1901 • Fax: 253.813.1908 LAKEHAVEN UTILITY DISTRICT FINAL PLAT DOCUMENT REVIEW CHECKLIST Project Name: Wynstone Project No.: 6304013 Plat Document Date: 2/12/08 Received On: 2/2/20/08 Review No.: 1 Reviewed By: John Jensen Date: 2/22/08 # PLAN REVIEW ITEM COMMENTS/NOTES ❑r insert "Yes" "No" "N/A" as applicable) ,1 1 The layout of the plat matches the Yes "as builts" drawings ,1 2 Are the water facilities within Yes public rights -of -way? ,1 3 Are the sewer facilities with public Yes rights -of -way? 4 Street Names show on the plat. Yes 5 Street Names same as shown on Yes the "as built" drawings. 6 Streets are public or private. Public ,1 7 District facilities are not located N/A with Nature Growth Protection Easement NGPE . 8 Water easements required for the Yes, over Tracts E & F and shown on the plat lat. 9 Sewer Easement required for the Yes over Tract E, F & Lot 30. lat. 10 Easement dedication language on Yes the plat documents. 11 Easement width over 8" water Yes facilities. 12 Easement width over 8" sewer Yes facilities. 13 Easement width over 21" sewer Existing easement recorded under Auditor's File No. facilities 871117088 along the north edge of property and parallels SW Cam us Drive is not show or identified. -4 14 Public water easement areas Shown on the plat shown and identified on plat. 15 Public sewer easement area shown Shown on Tracts E & F but not shown over Lot 30. The and identified on plat. sewer was construction over the east portion of Lot 30 according the proposed "as builts". The building set back cannot encroach on the easement that is need on Lot 30. The existing easement, recorded under Auditor's File No. 200110312000348, across Lots 30, 31, 32, 33, 34 and Tract B can be released, relinquished and abandoned. 16 Private water easement areas N/A shown and identified on plat. ,I 17 Private sewer easement areas N/A shown and identified on plat. ,1 18 Easement depicted 3' around fire No within ROW hydrant, District vault, where clearance is not adequate. ,1 9 Easement shown around water No within ROW meter within private propert . Plat Review Checklist-1.l.doc LAKEHAVEN UTILITY DISTRICT FINAL PLAT DOCUMENT REVIEW CHECKLIST Project Name: Wynstone Project No.: 6304013 Plat Document Date: 2/12/08 Received On: 2/2/20/08 Review No.: 1 Reviewed By: John .Jensen Date: 2/22/08 # PLAN REVIEW ITEM COMMENTS/NOTES (or insert "Yes" "No" "N/A" as applicable) 10 Access easements are shown for Yes the District facilities, where required. •1 11 Private easements are correctly N/A depict and labeled and appropriate dedication is provided. 12 Plat Review Checklist-LLdcc CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: February 19, 2008 TO: Will Appleton, Development Services Manager Scott Sproul, Assistant Building Official Brian Asbury, Lakehaven Utility District Chris Ingham, South King County Fire & Rescue FROM: Janet Shull. FOR DRC MTG. ON: February 28, 2008 - Internal FILE NUMBER(s): 08-100695-00-SU RELATED FILE NOS.: 03-102630-SU, 03-102631-SE, 05-103031-EN PROJECT NAME: WYNSTONE PROJECT ADDRESS: *NO SITE ADDRESS* ZONING DISTRICT: RS 7.2 PROJECT DESCRIPTION: Final plat - Subdividing 2 existing lots into 44 smaller single family lots & 4 multi -family lots_ Project includes rezone of part of one lot. LAND USE PERMITS: Final Plat Approval PROJECT CONTACT: WYNSTONE PROPERTIES, LLC MIKE KERSCHNER 6902 FORD DR NW 2532220255 (Work) MATERIALS SUBMITTED: 5 copies Final Plat Drawings, One copy each of the following: plat certificate, vicinity map, deed of trust, copies of various easements and deeds, concomitant agreement, road vacation and road dedication exhibits. RECEIVED MASTER LAND USE APPLICATION DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 81h Avenue South CITY of "' PO Box 9718 Federal WayFEB 12 2008 Federal Way WA 98063-9718 253-835-2607;Fax 253-835-2609 CITY OF FEDERAL WAY N;.',%vw.6tvoftederaIway.ami D� APPL><CATioN No(s) - EN Date 02-12-2008 Project Name Wvnstone Plat Property Address/Location A portion of the NW 1 /4 of Section 19, Tc)wnship 21 north, Range 4 east, W.M. Parcel Number(s) 1921049044 and 1921049030 Project Description Final Plat PLEASE PRINT Type of Permit Required Annexation Binding Site Plan _ Boundary Line Adjustment _ Comp Plan/Rezone Land Surface Modification Lot Line Elimination Preapplication Conference _ Process I (Director=s Approval) Process II (Site Plan Review) _ Process III (Project Approval) _ Process IV (Hearing Examiner's Decision) Process V (Quasi -Judicial Rezone) _ Process VI _ SEPA w/Project _ SEPA Only Shoreline: Variance/Conditional Use Short Subdivision X Subdivision Variance: Commercial./Residential Required Information RS-7.2 and RM 2.400 -__Zoning Designation m�tj.F"ty a HipA Nnsigomprehensive Plan Designation Value of Existing Improvements Value of Proposed Improvements International Building Code (IBC): Occupancy Type Construction Type Applicant Name: Mike Kershner-Wynstone Properties, LLC. Address: 6905 Ford Drive Northwest City/State: Gig Harbor, WA. Zip: 98335 Phone: 253-222-0255 Fax: 253-265-1305 Email: Signature: Agent (if different than Applicant) Name: Stephen H. Woods Address: 206 Rairoad Avenue North City/State: Kent, WA. Zip: 98032 Phone: 253-813-1901 Fax: 253-813-1908 Email: Steve@CPSurvey.com Signature: Owner Name: Wynstone Properties, LLC. Address: 6905 Ford Drive Northwest City/State: Gig Harbor, WA. Zip: 98335 Phone: 253-222-0255 Fax:253-265-1305 Email: Signature: Bulletin #003 —August 18, 2004 Page 1 of 1 k:\Handouts\Master Land Use Application ,,J „ u 9M3 • �. � - n•Jr .tt-3r•russra - Rlt hh is 7��•y .:yh ,qr o' 11.af I� VP JIJI, 1, - ��- •1 ams • f. , NIS, Jr I,!!I 1, 06.0 Itl! 11 - i 11ir� I,na r CQa Y Tr e 'CfAP -I Pei•7ne1 Tr - I t:1 ,•:P VCO •�v_ ` u!a 05A,p s r SAS. iL♦_S J,:If - , ,•�\•\ " 5 ~ E. bx CFII ,JJIf,? 640370 4 lhd It z I. ,' 1, JI Vat:=^f+^tpA ,JJq 1 ':'•' n:,! v 77 _ .a� _ + vnf>o': OR -• - ,. ,, v tr ar a`/ �,� .- ,1 ,. . OLV aUfJ .��r ,� T .!+'i - •tjt7 - t1 7' .�1 y- �'L. ,- , -�ti Ix k.- -.F_i 122098 CITY OF FEDERAL WAY CDS RECEIVED FEB 12 2008 CM OF FEDERAL WAY CDS Return To: W LC 6905FaxdDrk gig w Document Title: Grantor(s): Grantee(s): CONFORMED COPY 20081216001242 CITY OF FEDERA MISC 46.00 PAGE001 OF 001 12/16/2008 14:46 KING COUNTY, WA TITLE NOTIFICATION Tile Notification for Lots 19,20,22,25,40,41,42,43 and 44 of the Plat of Wynstone in the City of Federal Way Wynstone Properties LLC Lots 19,20,22,25,40,41,42,43 and 44 of the Plat of Wynstone, Rec. No. Legal Description: Government Lot 1 and 2 in the NW 1/4, Sec 19, TWP 21N., RNG 4E., W.M. Assessor's Property Tax Parcel/Account Number(s): 192104-9008, and 192104-9043 NOTICE: Pursuant to Wynstone subdivision preliminary plat condition number 7, issued by the Federal Way hearing examiner on December 29, 2004, the owners, their successors and assigns, of lots 22, 25, 19, 20, 40, 41, 42, 43, and 44 of the Plat of Wynstone in the City of Federal Way Washington are hereby notified that traffic may increase because 13`h Court SW will provide access to fat 45 of said plat, which will develop with up tote multi family or single family residential units. Said, future residential development will conform frilly to all covenants and restrictions of the Wynstone subdivision addressing the design, construction and operational procedures of the future development iflwhen it is c ns cted . jr,� —q —Gq -L�ML ' Date Signature of Property Owners) NOTARY: STATE OF WASHINGTON ) ) ss COUNTY OF KING ) On this day of 2008, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared a-� � I I V� to me known to be the d individual described in and who signed the foregoing instrument, and acknowledged to me that he/she/they signed and sealed the said instrument as a free and voluntary act and deed for the uses and purposes therein mentioned. Given under my hand and official seal this day of 70\,�2008.�` C I ylC No Pu lic in and for the State of Washi gton l�t� Res[ ing at _._ My commission expires JERI-LYNN CLARK j OF WASRN6TON' 1 �Py — • — PUBLIC ;;ON =XPIRES O4-20-09: CONFORMED COPY Return to: Wynstone Properties, LLC. 6905 Ford Drive NW Gig Harbor, WA. 98335 20081216001240 CITY OF FEDERA WD 44.00 PAGE001 OF 003 12/16/2008 14:46 KING COUNTY, UA STATUTORY WARRANTY DEED Reference No: Grantor: Wynstone Properties, LLC. Grantee: City of Federal Way Legal Description: Government Lot 1, SEC 19,TWP 21N, RNG 4E, W.M. Assessor's Tax Parcel ID No: 192104-9044 The Grantor(s) Wynstone Properties, LLC., does hereby convey and warrant to the City if Federal Way, a municipal corporation, for public use, the following described property for storm drainage, situated in the County of King, State of Washington: See Exhibit "A" attached It is understood and agreed that the delivery of this deed is tendered and that the terms and obligations hereof shall not become binding upon the City of Federal Way, State of Washington unless and until accepted and approved in writing by the City of Federal Way. Dated this l t� day of ac-rz Y 6Tz i 20 09 INDIVIDUAL FORM OFACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON ) SS COUNTY OF ) I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument Notary Public in and for the State of Washington Notary (Print) My appointment expires: Dated: REPRESENTATIVE FORM OFACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON ) SS COUNTY OF ) I certify that I know or have satisfactory evidence that _ signed this instrument, on oath stated that he/she/they was/were authorized to execute the instrument and acknowledged it as the and of to be the free and voluntary act of such party/parties for the uses and purposes mentioned in the instrument. Notary Public in and for the State of Washington Notary (Print) My appointment expires: Dated: CORPORATE FORM OFACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON ) SS COUNTY OF On this day of Jj 20 before me personally appeared IIG� I/tf*�- tome known to be of the corporation that JERI, yN executed the within instrument, and acknowledge the said instrument to be N CUi�{( the free and voluntary act and deed of said corporation, for the uses and STATE pp tNAS!{INGft purposes therein mentioned, and each on oath stated that he/she was N0 y authorized to execute said instrument and that the seal affixed is the corporate _ . _ PUBLIC senofaid corporation. MY QlyRf+' S1pN EXPIRES Q-4-4'� c+.zo-og w Nota Publi in a for the State of Washing on Not! (Print) Y[ -Lb _ My appointment expires: C7 Dated: 16t 9 (G Exhibit "A" Storm Tract Dedication Description 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 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. More particularly described as follows: Commencing at the southwest corner of said Government Lot 1; thence North 89°53'49" East along the north line thereof 1274.31 feet to the east line of the NW 1/4 of the NW 1/4 of said section; thence North 00°06'01" East, along said east line, a distance of 250.00 feet to the True Point of Beginning; thence South 89°56'39" West, a distance of 98.00 feet; thence North 00°06'01" East, a distance of 8.30 feet to the beginning of a curve tangent to said line; thence northerly a distance of 11.24 feet along the curve concave to the east, having a radius of 20.00 feet and a central angle of 32° 12'20" to a point of reverse curvature; thence northerly a distance of 102.77 feet along the arc of said curve concave to the west having a radius of 58.00 feet and a central angle of 101°31'29"; thence North 06°46' 16" East, a distance of 45.59 feet; thence North 51°34'43" East, a distance of 15.82 feet to the beginning of a curve radial to said line; thence southeasterly a distance of 154.27 feet along the curve concave to the northeast, having a radius of 909.00 feet and a central angle of 9°43'27"; thence South 00°06'01" West, a distance of 47.02 feet to the True Point of Beginning. � a O G o > � G � 00 .a o co N ° o LO OD rn CO c m ° y co i> U G Q Q A. - Q O > a o W m c im W ci W ° m' H LL LL W G LL O n LL O a E 0 v U d y d z y a) y 0 v O a� � L7 c rn a chi rn z �`3T,!L�A�Id�2rtIfJ N � � rn N rn � Q.'11111Q N i.' a 7 a� E e� J M LO M J w Vj Z W rn N❑ o c) M y W Q LO a� J Z c') Q> (A j N W LLO of O C o � W OLL 00 O w Lf) CD a 0 Of OLL co ° z O 0)X w C7 b LLCO W o 2 tw U z �' a N p ° 0 0 N _O U G Q N O z fl. CU/) ` U U0.)z 6zgrz z ax�TIFIS xo ���s Q L m 2 x W 0 W Q Q W W U H a H W z z 0 CO U J m IL 0 W W a Z Q of O H 0 Q U) a ° V 0 q 4r O H 0 0 0 0 0 0 0 0 0 0 0 0 0 O O p Ut o 6A 6.1 69 G's 6A B9 04 6A 69 69 69 69 i9 N ^ a^+ O N iC ,U+ iC .�'+ y N N 0 o r o> w A ato abD � ra tQ C 'b 8 b X P,r. bD El N Z!O N y N N N O C; V F cn a� El con 0 o LO o a. 0 o cs o F+ C7 C 0 [� G N � * W d F 04 O_ A z d 0 0 El El El aobP-4cn fous"m 0° 0 b N LL y W U y N 0 N T U �•a Q! cL Elt4•5ba3 m M Q .0-Fb O-0 U.p N O 00 0 .3 o ❑��� C5N O w cn o 0 V .:'+ s. N M c� .°.1 � U w U �i' L, •� t7 v� � c'� mB U Nl 'b 'b 0 12 O O LL •' O O T p O W N O N D 0 N 0.; Ei C, z,° 0 E cad w a`i �~ a�i j .5 ° a�i 0 0 0 v¢ U F .0 M ON � N3 u } v on �. N .o E o 3 H ° •0 a o0o . V coNr F ° E axi c �' > OU °°° on a 3 0 a�aa �� N U N � N V T a 0 nn�� a o -0 o GL O .� 3i W 00 G 0 u � N�(7XW VV o c� 'v, b � W NNF¢ >, — Vicn a N M •p (�j •� U z 3 N -6 M iy N .'�.. •L Ctl•-l.. U P N c> a � c o > � 00 a o w N 0 0 LO CO00 c rn _ Q00 N T H J m Q y X c ❑ W ° w LL d w on :5 a — _ LL O y LL 5 p w ao a N v p o v ` U 6 °' ° y 0 0 e4J z U ° w b0 I- I- 0 N � � rn N rn 33.LI�Id211J ?Iflfi c a Y q O v m ❑ 0 w J dj Z M w 00 N 3 �•% � W > Q � ° J Cl) in Z CO c° 00 04 r W 0 ❑ Q� OIL m W Q Lo ❑ o o = m O O 0 C7 s a o 2 u F (7 W Z c0o en ❑ z 4 0 a 0 _U U a on d z Ln Z F a v N O z c a xoi xanivxD rl'las Q F- m 2 x w w x Q a w W Cl) u I - a F_ H w a Z O U) U J CY] IL 0 0 z wEj 0 0 0 0 0 0 0 0 0 0 0 0 0 o O L6 0 a F Chi O A a wz O " U W � A F d3 69 69 fi7 69 S,4 69 GR 69 FA 409 69 69 a0i a0i a ..z o y [C o W i.. p p O Y Q � O O W ^y ^y F L7 F. O V] O E � CD a'"i api o '� 0 -� o N o a U T W O � ;� 0 •� C7 A � z o b a K # W z Qi z O x w F-' C) 0 cn N 0 0 j 5 � a w 0 Y U v v I I J H N J c m CP O ° ❑ O N CO rn Q CO Ino ¢7 'n 2 U V Q C o L 2 w ❑ J inv 1 c e� a W ❑ d w r ,.3, w 1L a:w L a U- LL � o N H 7m; N 0 O O J C l O � 7 CDz y rn rn s-u N v- o 0 y � C7 T v 0LO v 5 w J Z M N CM U y w Q In v J Z M � y F p N C v lA W 0 N > rn W a0 p Lo 0 O CO o V 0 n N d � C w n p v O yo W Z 0 2 CD d O O m a w co U` .5 ,yr,.- U O H � 7 T W o. Z O = t3 CJ U Z n, OF O Ll y U Z — z a .5 c R z z U a z U a HO.LKV'dD NgTTgS Q H m 2 x w w 2 U H Q w w CO ro ,4 a 0 q q 0 0° 0 O O O x a �N. W r' z Q cn W wz O zH W U a ] a cs� s i � �v s q s ra sa w v� s� vi Gn CO +z y T bD Q 6 LU b0 •p •O ,0 7 00 [ —00 fn t C ow � fn.� N W T H 0 � F O �, �, a� ° N o '� °' •� 0 5 0 a, O L o-> � C� x � q Z r3 c O a1 C ccs b ❑ H o � w � O a � Q ¢ a t w °z D °z El El El w 5 3 c N3 O O O U � L i v iCCC � U +� W w❑❑ b O° .� T ¢ 0 cC y ❑ 7'a `l A a Rti= f„ o v. N v� ,�'., � W v L 3 U w° o 0 T sy cq R q n .5 ° J. C o00 ° vv o U L El R lu 0`-' > N u H G ova o 5 u v 3� b -0Lo o 42 a v: V U 'd O L •5 y N c a-5 `� ° HRH cr o v ? •° O� o R �� o Tv = 0 0 n .7 vsi a N C 'j c� N O y O o o E. '- a"i P. �.m9> Uv, U ..; CI"p..;:: io u ° U W W� d m O x❑ 11?O C .�z TJ 0 O yy, yy yvTv w O •O N '� 0 cad c.) W d z z a 0 m Ol O 0 w J G C � ,� c 0 m a1 w O Y U P v v � � > N Y C � N a m O ?F� (m0 o N rn m 1] Q ?a � > L N T C 0 < XO W pp W r. 0 W ❑ %> L a� _ LL d W LL _� o O u a o ~ a N c � P ❑ Y _ U won p z 0 v CO:) 0 y t @ � z U w a ti v m o v 0 m -0 N El m N rn 39 LI iY2I�J 2I3Aflg � C a a) a� C7 as v m „ 8 ❑ U _1 ?� Cl) "' ❑ o J Z C7 N M— U) W rn Lo U V) u� W > Q 'n v Z CO co w ❑ -j CDC w 0, N v (n > L w a. ❑ w O c ❑ W u) $ F- ❑ d O m LL CK U a w O o= S x w Z rn 6 m U 0 0 X O0 ? � w U OO) 00 Q 0. m z z CL C o c Q Y 0 z U a CIO L[ W3'I'I3S las Q L m 2 X w w 2 U Q Q w w U) V 0 Q 00 LO F- a H W a Z a ❑ O ►- In U J m LL 00 0 0 0 0 0 C) O O O LO O :C Q Q z a � W wz O W U x sv � � s9 � :+5 csj Fa r� sA s9 cfr s9 � vFi U V U o R U 0 o GL W q O w UA g o m O o w [- 0 aj V] v cn N q 6. U ,O L N -A N -� C) C H Pi o V � x o w o a, y > C7 [o c Q b m o- n i � a X A t W °p zElEl 0 w❑ w❑❑ ❑ b o ai o F oc" m ? ❑ v :� a 0 N o u ti v b - W o o C .'CJ ca O �• wo y �>— o p N , P N.-I o M C O y -" o -0o .c 0o Y V ,� o cG w Clia 0 3 a3 a o N 3 ti o° oo w`o r >. iU.. N m `M c`"i u , C -5 i7 - M is r7 a� is V1 -2 _° a a, aF o v o Om N w W o �j o> v p o rn . a w v w n= c xi> a 0 4 o o a, vwi ' 3 u El.. op a w a U aJaow 0 ¢ O ooa`o O m kao b i3 8 pop1r'"`=vnvo VU4)�a0i f1 n. v b by �• O 7 is 'r N ElF k+ b o o a' �o N fsy i u-• C =U G' -O F N N° o "u; Ow W.n 7 b v N a yy n Qn (13 " �: K i u 00 CI; o N. 00 i' .� -1' if -. F. o d o oo >+ f� z W d z E. z Ad C V b tV, U � T R ,0 °w H 3a a 0 U a a w H d3W A¢� a d;°a �'o b � V a Wu:zo 00 H W W U aQa w U F z .a 3 F a Q w z c 0 o L�co W a a, � k nn a � v > v Nv v m -.J ti Cl o O 0 (ZD 0 N Lr) u F O Q Cl) m co o u Q co m U 0 J Q O U 0 v7 LLI m � °' f5 c in LLI w 0 O LL lL w w 7 a O. O H-- 5 fl o o m 5 z y O v O o v yv v o 0 E rn rn 33LPIV2I'J ,� N ,0. C ti T m o � J Z M N ElM w w � pOj Q (h N o U v J Z co co w ti F N U d ui > CO O N w a0 O � EL O o c w A ~ Q a Ow C w a a [ifO „ v LLI o= o O O m o u 0 F c0 O b zi CL > w O 2 c0 U Z °° 5 O o o O O d o a � ba Z Z a c ro Z c 1I01m d�IO W91,19S Q En x w 0 W 2 a Q w w m G O a Ei x W C O 3 0 0 0 0 0 0 0 0 0 0 o q 0 0 o p Sri o y I a F C 0 a z a m W� �z z_ x bR 69 F 1 Fi! 69 69 Cfl 69 b$ 6H 6:� bA 6�i � � v '� v v y z ° a b 0 -o .0 LIS u w m rn v c ya ° rs > avi LL, to m o G X N eo 0 c y J E.° LTi OU 0 -� • V Ln �_ cr G : U U P, �+ G O c. U _N X O W G v .. " '> C7 G . x o � Q 7 p cn O v ¢ a at W ° El 0 0 ❑ ❑ w .a v'.o L o C U r W❑ W El El ❑ -9 ° m tA c U a 8 .y DOD 0.5 v o C.! v-; a cls ho Ny?� i oE. v = o O ? oO o w 3 Z > u C G -n � c U 9 W U n F" 7 s O ° Qu�w a G C1.� :+ N y Q' O -O .� ° N cn a o n N NN U° v o0'o y z p 7 U N 12 O av'i c�i� G •N O ?' U bollp bio w V o. .� ca. G v '° .5 w w v a O :r ems. o O ° F ro o ° F" E ° °�G�ppv Fes- w ° o a na v �• dM y w O r c, Qr cGy L T k i v3 OWG° oC, ❑ zz�, � oh ® o r3 000 d Z E•+ z W w a z w w O E-� a w Q c' m_ m n v R P Y C v y � H `u O O h O �`'� o a m N M oLO y M Q CO u Q co Q N cF�7 U d 0 = Q O y p o y of 00 J C w ° o W O w .--. LL LL LL W LL U n 15� w; oQ r < d o c, o v m z 0,o rn 0 rn 2 z � 8 rn rn 33.L[dd2I'J x�na r: R � N ao � c O E J � �6 Gn ❑ O ti Z co ry v W > Q � --,IZ LO � F_ N rs W CL 0 a' W Q Lo o 0 of o OLL 0 0 w ILLL W Q R v W o a 0 v a 0 0 ° o (9 y Z-: aLr) W Q O S R L Z y, a Z OF (a'o 0 _ C ❑ } N S u v O o 0 U) y L U on — .� O yZ G ¢ aU+ O z U cl4 c! d v] azi ,o c� 'MYTHS z a Q F m 2 x W 0 w 2 Q Q w w U) a � o G � 1 y _ X 73 b G t G U U O � _ R K 0 y y F+ F w W G o (9 0 bD C R N Q } N Q Z F c p Z _ ro co 0 e0 3 7A o U m ai C vy D Q c a F O a o Cl) y y o a�i C � v y U U O oD c o s, -o O Q A Ei - O 4a ✓ U C p U Q � T � 0 0 0 0 0 0 0 0 0 0 0 O 0 O O 117 x d F �i 0 A z Q v W� wz c A v3 w v3 sq 94 64 s9 6nrn En l U yR 0 W z 'b X 0. h0 G ~O u9 + b R 43 G o u F O m O Lf)cn G ::J c r i O > N p a o x d Z � y i 5 A s W �❑' z00 0 5Oo3� o R U [ v w ❑ w ❑❑ ❑ D� bn9bo�8 ¢ F Fb o -v o' ai q 3 �+ '3 o q •• n Q ?_ G (+• «�. U X U C V YViWjq G O •� OHO _O vo -0 0 0 c Q) ? G o f rc o b? o 0 O� p O rri3 n y •o O,-N N C > tzJ y a) o rn O O �' 7 rn a rr" 7 S y o v F b o aV`i � d_ �� a aa)i �Xao_ O Q O QRo 0 Ubll o ob q, �' v d 3 ti o `� D en ig o Y' E Go � w ^� v o >• U u v y 8 0 t= .Fi 0 o d a. n� as 0� �+ OH C w fj •p -v p a' Co ai " •y w C Q. U "ram�i a R a3poo y �zo°c�oc4 ❑ za=� o rn °' ryym �a a p y�y Z3b-A� fl s �ro W 00 T HH c7 x w Q Q f-� El Return to: Wynstone Properties, LLC. 6905 Ford Drive NW Gig Harbor, WA. 98335 CONFORMED COPY 20081216001239 CITY OF FEAERA WO 44.00 RAGE001 OF 003 12/16/2008 14!46 KING COUNTY, UA STATUTORY WARRANTY DEED Reference No: Grantor: Wynstone Properties, LLC. Grantee: City of Federal Way Legal Description: Government Lot 2, SEC 19,TWP 21N, RNG 4E, W.M. Assessor's Tax Parcel ID No: 192104-9030 The Grantor(s) Wynstone Properties, LLC., does hereby convey and warrant to the City if Federal Way, a municipal corporation, for public use, the following described property for storm drainage, situated in the County of King, State of Washington: See Exhibit "A" attached It is understood and agreed that the delivery of this deed is tendered and that the terms and obligations hereof shall not become binding upon the City of Federal Way, State of Washington unless and until accepted and approved in writing by the City of Federal Way. Dated this <� -t� day of 0 C-t-)6 `Y'c. r 20-r,L—. INDIVIDUAL FORM OFACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON ) SS COUNTY OF ) I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument Notary Public in and for the State of Washington Notary (Prilit) My appointment expires: Dated: REPRESENTATIVE FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON ) SS COUNTY OF ) I certify that I know or have satisfactory evidence that signed this instrument, on oath stated that he/she/they was/were authorized to execute the instrument and acknowledged it as the and of to be the free and voluntary act of such party/parties for the uses and purposes mentioned in the instrument. Notary Public in and for the State of Washington Notary (Print) My appointment expires: Dated: CORPORATE FORM OF A CKNO WLED GMENT Notary Seal must be within box STATE OF WASHINGTON ) SS COUNTY I) On -this day ofplpQ�}/, 20 before me personally appeared dto me known to be of the corporation that JERI-LYNN CLARK executed the within instrume t, and acknowledge the said instrument to be STATE.OF YIfAStflf�(3TON the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and each on oath stated that he/she was NOTARY — • — PUBLIC authorized to execute said instrument and that the seal affixed is the corporate j @'s haI a�f said corporation. COMMISSION EXPIR04-20-097 ---A in and for the, State of Wash(ngton My appointment ex res: Dated: (U f l9I? () Exhibit "A" Storm Tract Dedication Description 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. More particularly described as follows: Commencing at the Northwest corner of said Government Lot 2; thence North 89°53'49" East along the north line thereof 264.01 feet to the east line of the west 264 feet of said section; thence South 00°27'47" West, along said east line, a distance of 317.04 feet to a point of cusp on a curve concave to the south having a radius of 100.00 feet and a central angleof25°45'58" and being subtended by a chord which bears South 86°41'04" East 44.59 feet; thence easterly along said curve, a distance of 44.97 feet; thence South 86°53'26" East, a distance of 10.28 feet to the beginning of a curve tangent to said line; thence easterly a distance of 57.45 feet along the curve concave to the south, having a radius of 100.00 feet and a central angle of 32°55'02" to a point of cusp on a curve, from which the radius point bears South 12°49'02" West; thence easterly a distance of 17.44 feet along the arc of said curve concave to the south having a radius of 100.00 feet and a central angle of 9°59'32" to a point of compound curvature and the True Point -of Beginning; thence southeasterly a distance of 2.63 feet along the arc of said curve concave to the southwest having a radius of 100.00 feet and a central angle of 1°30'32"; thence South 65°40'55" East tangent to said curve, a distance of 13.89 feet to the beginning of a curve tangent to said line; thence southeasterly a distance of 11.83 feet along the curve concave to the southwest, having a radius of 100.00 feet and a central angle of 6°46'50" to a point of cusp on a curve, from which the radius point bears South 04°06'37" East; thence easterly a distance of 29.66 feet along the arc of said curve concave to the south having a radius of 100.00 feet and a central angle of 16°59'30"; thence North 34°20'33" East, a distance of 73.82 feet to a point of cusp on a curve concave to the north having a radius of 285.00 feet and a central angle of 11 ° 17'27" and being subtended by a chord which bears North 68°04'44" West 56.07 feet; thence westerly along said curve, a distance of 56.16 feet; thence South 3391'36" West, a distance of 80.80 feet to the True Point of Beginning. N u � C o > ti y rn o A N a v m CO rn 00 cy Q m ❑ ` Q co } v U -j X c o J Q U o m i° LL IL W C p q R LL LL p _ o E N c� o Yi a V Q o o p o 4 rn s z n— o a r-, �, o N � E rn N rn 3�.LNd2IrJ a .cd. 7 0.l v � Q J > Z co LO N cn ❑ C) M `o w w > M 0,° U � Z r) M ui �y eI F- Q in v N (n ; co W co N C 0 O CO O a LL a O b O Z = bO X O F 5 o g .0 e W Z CD U Z SC a R N v o Q U 6 w Y o z a V7 - z 4 R v C p z z U PL-i N c :° � z C xoirr�xo �I� I IDS Q F_- m EE w C w 2 Q Q w w U) O L+ F- O O U cl O W W Sb @ N Q z r a z co Q � C � 2 Q a Q o o U 00 G. y U U N CC G U o w A Q 3 Z C W O O U Q � w 3 H A oz 0 W ❑ 0 0 0 0 0 0 0 0 o p uj o 69 69 6q FF1 69 11 69 609 m A a b b a o o a >, bo N N t y N Pr bo C X O � N P. rn o O U- U x o +-' a C7 C X W a• o * a w y y p•' X � � W o z 0 0 ❑ o ,a U � � €e P-4 g o b , 3 !ram O •LAW. C �J 4o N �T 0 O O T U ❑o =0 n :E;' 3 M ❑ O. O OOP o N _C y.' cO cC . S O �y U ° U C 7 r�� C �..� cd � y s�. � •� ��+' Y. M fO N U � C �] • VJ o m o c°Ji O 'b ° `� c^ 9' WW aUi 0.9 a� cd bO C• O Q'.� 54, M vi ❑ c3 .9 .j o •cb., � (A� W o° '3 o 0 u F G 0 m LL 0 m m W 0 m a IDW � L9 A� co Y NL) N to ,z4x-j wld 0 W 0 z O un rD Q U Q a cn F-' A � w m a w O Y U O v a > � v � 00 a � n rn o o O 0 co o 00 N vO CO a a � o m N ei Q CD y a N Q x a n w m Q X is Q c> 0 i w O w o on .v LL LL LL w y LL = a ow O O N C n O c H CL i N o v Q N nD L O z y V M o V o n O C V 7 0 Cl � 7 rn rn 3'3.LNb'2IrJ iI�Sns c _ N a N Y � a T 7 V � N O 0 o cn n `n v o pa z M D N [7 c., (n w rn o (j 3: Lo y W > Q U -J Z co Lh a w ^� ❑ w 2' ??fo t p � O o n F O N a a � 0 o v 2 x w o CL 0 0 v N �.' o F- ti Q v On Y O z P. -' U) Z H V m O C } Q O Z U a rn b C z � � a TIO.LNH�IrJ Q F LO x x W 0 w Q Q W w U) v G Ob a Q. H a F w O Q Z 0 O F U) U J m a 0 0 0 Co 0 0 0 0 0 0 0 0 X I a F x a z a wz wp r q s i sIL) &1 1.3 Iq Vr l�oq s i v% f q ss� U U U -U y U cd U cJ O Lc, LL ? w ci. cn o -� o ;. o x [ w `� O v e, C vl O U U Lo N o U p W CD o v0 > z : 0Cd y cn _ v a v = A P. y iF w OZ S Oz El El ❑� 0 •0 o a 0 w a w w 0 N O N >, Q O m -' y O, y v b w-. OK W O O J~ Cl. > m o - o v tip v v O ti U P. :.. Ei O off' � a �; = u on 3 O O 'U O 0 •� N O [ a UV U yy Q C: y.. .Ui M '0 p C., r. UC U ti° y �b 0. o v U N O F 3 G a p 0 5 ,�� o , 'o a O U v ai UO ' G '� k7 ' b y iy • _ tY p ti v v b v0 00 O O O "� 'D C O Ei n� �v U, � _ ajw o "> m o ov ° m O O f1i wa uj LO w .N q [ cd V y N p o.. > y A" v C W paJ• ^ r al z b a, a. U y O 0 O 4. a, U .-U• oo C v '� O yo a`�i O Q O > O. p O U Y CL _ o b E o .0w Vo a� v N o N � > U 00 O C '� v ., c � U� O 0 ccbyy a W U L �J' N �in; F�' cC y N O �❑ Pi N U O LL7 Y� A 0.P �' O 3 CzO] O 0 ccl, y o U z Z w N� .. i U fl. R i Qq Q�Y+ O Y p, � 3= a�❑b � O U O N 0 v� b 0 0 ❑ O N CL � .�-� ["'1 td FNi 00 O 5 00 >> W 2 d z F+ z a a O w 04 V) ¢ E-� w U ¢ Lla W a) x H C � � 0 a b rn o o y o N LO m O Q m co qQ > J X -j o o Q Q V R w m 0 O w en y o W d 0 w c q W H tL o -`-" 3 Oo a a k } ¢ v y U o N M C � Z• N c v z o 0 y N E rn N rn 33.LN'd2IrJ T C v r 7 J M El O J Z z mN co Q Lo vcD Z LO cl) cfl y O v C w M N w O d c w Q � W O ir O O R 0 v d O [n w of m w o w d' O m w �o = ° O O LL m v Z � p 3 a-u� Q �•' O pElH 3 a v o w 00 z z a v S oo v N Z z U a e z � � a xo.trt�xo TI�'I'I3S Q m x x w 0 w 2 O Q Q w w U) .a a i N 'O W o v V � n. n � w b O q T � 4. U N o w ❑ cd U v O, x R 0 N T co U Q F- w c� Q Z Q 0 2 Elf U 73 D d 0 0 00 0 0 0 O 0 O 0 Ln k a F �r O A z d wZ w0 O z p W U �a ca H �n GIs Eol� r q 1, i.. (� O O to bD � Y Vl } cXG [ cn p [-O Pk ; QJ N o O � N [ (/] N CD6. _ U Oy �G o b v c a O y 4 v H 06 z cV 0 r O' x- cn -d v Q d x- G" k + w cn F -o � v � -�, o El 1:1 .' � o 3, o Y .n v o v T cOi t r" n q -fib ° 8 u v � C 3 m'3� Qo—� II, O N >, b 'S oo b0 •� o oo o `-' O v b v o o w a `o O+ U N E v oo L N v v 0 qo O •J O• V r' ctl n of El o� o y y by? =U 4 O U O .n v Co ca ^ O -O U P. N O r4 o(� 3 'b oUoo � 0 C"p 'O 24 cn o b z b p q GFri o. ti ro pW,� •� C y U oc'� o cx LD V O 7� 'n 3 O a ny�y O 3 % u V G ^ Ow k� i C) a � aw eCnb b z'en q x 0 cn V) w Gn ¢ 0 U 0 y � U m O � •b o 0Go c a� y s m y do G N CO o rn Q }Q co A m Q llj vCL O J Q X J 0 u O R w in Q x G ❑ w am, z — " LL a w � -c 0 O = O c fl o C } a v N O y U m o y � "r 0 Ci1 t z � � a CV ?? 8 rn N rn 3�.LN`d2IrJ 2I9Afig � ° a a� v c J LoCl) Ilj Z cry N Lio� $ O w > [`7 J z Z m lf] H O v Cn > W 0, N .q C w a- ❑ e� c w o F ❑ Q Ln cY a OLL ca � 0 w❑ V a af O z o S° o O O m Q U O �, Ut v Y a T w L o S ro U Z .� Z O Zo O C7 43 Zi v C N d F- a m ew � z — Z o Z U PL.. v] z C v] ai „ . C tl UO.LNVzuil Q m X w w 2 Q Q w w .a a ca Lo v 0 U G 0 .J :n O z 3 U Q F- w Q Z Q ❑ 2 Ir- F U J m a 0 0 0 0 0 00 O O 0 p to o X a F x 0 q z Q v Wcn wZ O z F. WU � O 69 fA 49 69 y Gn ^ v z U o U -U ° 0 :: U is o w w q cua o »+ cr Lo G N W .`7 C7 0 6 A 5 z ci V] n v ¢ Q � W El El El El o >y - N 7 U T U N Yr I p S-ooppG Y c u °tea OWG p, r`ni tL 'n U LL C y N 6�1i 00 7 � U c� F: G cC -�J' _ v � 'd •° p•'N V -� .�- G O O GI N O N N fin '� o a ° a CLI) 6 �vS °' � o ° coiv �� C n. o o�° o o fl M Lz� ° C Q c��3 n cg F o c G n N j p v n ai A d x a ti$ > U T OV L) w N p a N ti o o v t�c1 n 00 o O ❑ �' of ca a�i aU^c7, cn a�rA(3�,0 o O oo T H 'cn w z F z a w z >, W n > o W T O w r; a 0 0 o N � zw F; O y U W 9 � L N 42 � � H � O U G � ¢ o � N O � U � O 0 y � ts ts c . o � O „ w o C C U o 0 N 4+ 0 caw o o v o 0 � o a u v �w W W R G s O R y d H A I` ❑ ❑ (MO � N to M w rn Q m 00 > m o U Q } v R x ? p V ❑ A. C. 2 m J Q X m i O w 0 0.w LL a w °0 5 o - LL LL j o w O C O } ~ ❑ 4 N �-0 O � O U cn m v - o. 0 z a cd o y N P_' E rn N rn 33.Lhi`d2IrJ ZI�JCf1E y [ N r ti v R C o � E � U ❑ o W J z CO > CC)N 01 Q m w J Z to o 'co N 10 J (n W > 00 ( N cn b W 0-' 'v0 O w Q N (ifO o 0 F- p v cy � -r, O [if WLL o op a Of o W a Z = R m c❑i O O in Q w O a N 0 n Ur 7 W o 2 R In y y Z two c N v O O . o El ¢ O Co ti U Z Z Z U W c , � U ZIO LDIV2i�J ZI3'I'IHS z a Q F m 2 x w 0 w 2 U Q LL1 w CO .4 o. a 0 0 0 0 0 0 0 0 o p o x a 'r x O Q z a is Z rx.0 W U �a vi 6q Go!) 1n GI) V� G (n En N U u r: 0 u U 1� R yo .tea i R U �1 m ✓ o p N w N w °° O A p pw a �w b b C X vi. n O r^n O: .0 _.. .� di 0 o V] U y p _C C3 U o a U W o 0 z 7 s X C A * � R -0 oO F- � q y a ❑m y El�W El El ❑ C ❑❑ d -y a�i o R ¢ H o A ; o 0 - , u 3 O v y N s, w OU��Y�o U � Q '" py � � � R •y � -. � U � G. � �v w(� r�i o o b o CO ca VUO 00 4-. -O b y y L. U N nl ^ V r7 F y ° o o .� eo .w 3 Q °�' J i = -W cC 'OCC Od' C U [0[y., of L� O •O O 4� O ff. •ti ^� 0 O (n y N N C o CAA v w o o > 5 q u y o o a) � o a'i v'i � -� 12� o 3 O T m c,1 o� O •c�� "CO y� F�j' E v y Co p M ONElEms, b ¢ 0 0 a S.y O v " O y c o ro CC b0 Ip ` o oUo� C Tq WA CNl-l•' �.;..,.uU V[-+ a) 2NOF('4 -bD Sp. - O ~ O�� Oy O I p O Cl, Cam]. y 0 Cd z '-A•b 'Op O '� •d N -0 0. r �;y _- vi O r7 q it °� avi N Cl+ 4 q A. Zcd� LT' Q �F7 is rC U .-. p yNv z ��.. U M q R Sr-1 ego 00 .� .3 .� �i � W�W . Z o 0 3 oob >, F 'on ra 0 O x w ¢ E-� O Return to: Wynstone Properties, LLC. 6905 Ford Drive NW Gig Harbor, WA. 98335 CONFORMED COPY 20081216001241 CITY OF FEDERA WD 47.00 PAGE001 OF 006 12/16/2008 14:46 KING COUNTY, WA STATUTORY WARRANTY DEED Reference No: Grantor: Wynstone Properties, LLC. Grantee: City of Federal Way Legal Description: NW %- NW'/, SEC 19,TWP 21N, RNG 4E, W.M. AND SW %4-NW %4, SEC 19, TWP 21 N, RNG 4E, W.M. Assessor's Tax Parcel ID No: 192104-9044 AND 192104-9030 The Grantor(s) Wynstone Properties, LLC., does hereby convey and warrant to the City if Federal Way, a municipal corporation, for public use, the following described property for Right -of -Way, situated in the County of King, State of Washington: See Exhibit "A" attached It is understood and agreed that the delivery of this deed is tendered and that the terms and obligations hereof shall not become binding upon the City of Federal Way, State of Washington unless and until accepted and approved in writing by the City of Federal Way. Dated this day of 2009 INDIVIDUAL FORM OFACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON ) SS COUNTY OF ) I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument Notary Public in and for the State of Washington Notary (Print) My appointment expires: Dated: REPRESENTATIVE FORM OFACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON ) SS COUNTY OF ) I certify that I know or have satisfactory evidence that signed this instrument, on oath stated that he/she/they was/were authorized to execute the instrument and acknowledged it as the and of to be the free and voluntary act of such party/parties for the uses and purposes mentioned in the instrument. Notary Public in and for the State of Washington Notary (Print) My appointment expires: Dated: CORPORATE FORM OFACKNOWLEDGIVIENT Notary Seal must be within box STATE OF WASHINGTON ) SS COUNTY OF ) On this fit]' day of C.1,k0bZV' , 20s'?, before me personally appeared ..•�• GL y V\ w to me known ,EERI-LYNN CLARiC to be of"the corporation that executed the within ins rumens, and acknowledge the said instrument to be tTATEOF WASMINGTON- the free and voluntary act and deed of said corporation, for the uses and NOTARY — • — PUBLIC purposes therein mentioned, and each on oath stated that he/she was authorized to execute said instrument and that the seal affixed is the corporate MY commlistoN EXVIRES o0-2o.os ,jai of said corporattn.,_ Notary Pu13lic in,!in,!V for the State of Washington tary (Print) V (' c, My appointment expires: j Ze� Lo Dated: 10 { g (a? Exhibit "A" Right -of -Way Dedication Description That portion of the following described properties: 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 4711'42" 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. 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; 1 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 are 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. More particularly described as follows: Commencing at the northwest corner of said Government Lot 2; thence North 89°53'49" East along the north line thereof 264.01 feet to the east line of the west 264 feet of said section; thence South 00127'47" West, a distance of 183.39 feet to the beginning of a curve concave to the southwest having a radius of 340.00 feet and a central angle of 5°00'34" and being subtended by a chord which bears South 39°24'24" East 29.72 feet; thence southeasterly along said curve, a distance of 29.73 feet; thence South 36°54'07" East tangent to said curve, a distance of 44.74 feet; thence North 53°05'53" East, a distance of 44.57 feet to the True Point of Beginning; thence South 56°28'24" East, a distance of 76.98 feet to the beginning of a curve tangent to said line; thence easterly a distance of 164.36 feet along the curve concave to the north, having a radius of 280.00 feet and a central angle of 33°37'55"; thence North 89°53'41" East tangent to said curve, a distance of 243.47 feet to the beginning of a curve tangent to said line; thence easterly a distance of 85.62 feet along the curve concave to the north, having a radius of 130.00 feet and a central angle of 37°44'04"; thence North 52'09' 16" East, a distance of 163.88 feet to the beginning of a curve concave to the south having a radius of 25.00 feet and a central angle of 90°00'00" and being subtended by a chord which bears South 82°51'43" East 3 5.3 6 feet; thence easterly along said curve, a distance of 39.27 feet; thence South 37°51'43" East tangent to said curve, a distance of 135.79 feet to the beginning of a curve tangent to said line; thence southerly a distance of 140.11 feet along the curve concave to the southwest, having a radius of 430.00 feet and a central angle thence South 00027'47" West, a distance of 183.39 feet to the beginning of a of 18040'07"; thence North 89°53'49" East, a distance of 72.90 feet; thence North 00°06'01" East, a distance of 1.88 feet to the beginning of a curve concave to the southwest having a radius of 500.00 feet and a central angle of 21011'55" and being subtended by a chord which bears North 27° 15'45" West 183.94 feet; thence northerly along said curve, a distance of 184.99 feet; thence North 37°51'43" West tangent to said curve, a distance of 139.76 feet to the beginning of a curve tangent to said line; thence northerly a distance of 39.28 feet along the curve concave to the east, having a radius of 25.00 feet and a central angle of 90°00'59"; thence North 52'09' 16" East tangent to said curve, a distance of 18.62 feet to the beginning of a curve concave to the northwest having a radius of 126.00 feet and a central angle of 52°02'28" and being subtended by a chord which bears North 26'07'15" East 110.55 feet; thence northerly, along said curve, a distance of 114.44 feet; thence North 00°06'01" East tangent to said curve, a distance of 248.78 feet to the beginning of a curve tangent to said line; thence northerly a distance of 14.05 feet along the curve concave to the east, having a radius of 25.00 feet and a central angle of 32° 12'20" to a point of reverse curvature; thence northeasterly, northerly, northwesterly, westerly, southwesterly, southerly and southeasterly a distance of 254.12 feet along the arc of said curve concave to the south having a radius of 53.00 feet and a central angle of 274°43'06" to a point of reverse curvature; thence southerly a distance of 27.28 feet along the arc of said curve concave to the southwest having a radius of 25.00 feet and a central angle of 62°30'46"; thence South 00°06'01" West tangent to said curve, a distance of 221.15 feet to the beginning of a curve tangent to said line; thence southerly a distance of 67.21 feet along the curve concave to the northwest, having a radius of 74.00 feet and a central angle of 52°02' 16"; thence South 52°09'16" West, a distance of 16.92 feet to the beginning of a curve tangent to said line; thence westerly a distance of 41.57 feet along the curve concave to the north, having a radius of 25.00 feet and a central angle of 95'15'41" to a point of compound curvature; thence northerly a distance of 629.92 feet along the arc of said curve concave to the east having a radius of 430.00 feet and a central angle of 83°56'03" to a point of compound curvature; thence easterly a distance of 41.63 feet along the arc of said curve concave to the south having a radius of 25.00 feet and a central angle of 95°24'36" to a point of reverse curvature; thence southeasterly a distance of 165.67 feet along the arc of said curve concave to the northeast having a radius of 849.00 feet and a central angle of 1 P 10'50" to a point of cusp; thence North 00°06'01" East, a distance of 10.03 feet to the beginning of a curve concave to the northeast having a radius of 842.00 feet and a central angle of 14049'05" and being subtended by a chord which bears North 36°31'30" West 217.16 feet and the southerly margin of Southwest Campus Drive; . thence northwesterly along said margin, a distance of 217.76 feet to a point of cusp on a curve, from which the radius point bears South 29'07' 10" East; thence leaving said margin, southwesterly a distance of 203.04 feet along the arc of said curve concave to the southeast having a radius of 897.03 feet and a central angle of 12°58'08" to a point of cusp on a curve, from which the radius point bears South 57°37'33" East; thence southerly a distance of 573.60 feet along the arc of said curve concave to the east having a radius of 500.00 feet and a central angle of 65°43'47" to a point of reverse curvature; thence southerly a distance of 37.30 feet along the arc of said curve concave to the west having a radius of 25.00 feet and a central angle of 85°29'37"; thence South 52° 12'27" West, a distance of 42.60 feet to the beginning of a curve concave to the north having a radius of 25.00 feet and a central angle of 98°42'23" and being subtended by a chord which bears North 78°29'32" West 37.94 feet; thence westerly along said curve, a distance of 43.07 feet; thence North 29°08'20" West tangent to said curve, a distance of 186.49 feet to the beginning of a curve tangent to said line; thence northwesterly and northerly a distance of 3.69 feet along the curve concave to the northeast, having a radius of 25.00 feet and a central angle of 8°26'53" to a point of reverse curvature; thence northerly, northwesterly, westerly, southwesterly, southerly, southeasterly and easterly a distance of 240.39 feet along the arc of said curve concave to the southeast having a radius of 53.00 feet and a central angle of 259°52'23" to a point of reverse curvature; thence easterly a distance of 31.17 feet along the arc of said curve concave to the southwest having a radius of 25.00 feet and a central angle of 71 °25'31 "; thence South 29°08'20" East tangent to said curve, a distance of 130.60 feet to the beginning of a curve tangent to said line; thence southeasterly a distance of 7.51 feet along the curve concave to the northeast, having a radius of 126.00 feet and a central angle of 3°24'50" to a point of reverse curvature; thence southerly a distance of 36.96 feet along the arc of said curve concave to the west having a radius of 25.00 feet and a central angle of 84°42'48"; thence South 52'09' 16" West, a distance of 19.96 feet to the beginning of a curve concave to the north having a radius of 70.00 feet and a central angle of 37°44'04" and being subtended by a chord which bears South 71'01'39" West 45.27 feet; thence westerly along said curve, a distance of 46.10 feet; thence South 89°53'41" West tangent to said curve, a distance of 243.47 feet to the beginning of a curve tangent to said line; thence westerly a distance of 129.14 feet along the curve concave to the north, having a radius of 220.00 feet and a central angle of 33°37'55'; thence North 56°28'24" West tangent to said curve, a distance of 55.65 feet; thence South 53°05'53" West, a distance of 63.68 feet to the True Point of Beginning. � � 7 c > x c N � 00 a [[[5... 0 o Cl) N a Oro CO m CO c Q c7 0 o c�i Q 00 � y V T = -i W 0 ro J 0. o ❑ O w LL d W o LL LL p - O ao a �-0 O v m Y z O c'xj cM °' V Q z U c a o O 0 N � 8 rn � N rn 33.LIQd2IrJ 2i3J�flfi ' a T ° � v O V) Ei Ei p J Z co cc) (D LiM 0 w fn 0 w w > rn N g U -j Z m co Q v a� co rn co N y Q' w ❑ ❑ 2 v O) w � _a LLO W- O o a ❑ < N a Q o a E 0 c x w o S ° u O O m U IL O (D b w O m S c0 CFl Z '•�. a i a 0 `D _0 O m g v N o F y N 0 a fZn Wn z a v o z U a r z c a xoiNvxo 'I3TI3S m 2 x w w S Q Q w III U) a LL O S U J m 0 LL zz 0 �❑ o 0 0 0 0 0 0 0 0 0 o q 0 O O p LO O k Q F �i O A z Q wz 0 ` I AF Gq to q m CIO N O V] a> y CDO cu a0i cr o •� N •V in rti a ❑ N z Q •� F-� C V] tC. o fy * w i � A � W .a 9 N � s cc "I> o 'o C `° a ci 3 rn o O CO N O CDLO a co rn CO S Q Lo 0 U T Ef Q .... O G co h a x �. a ❑ O wtw c y u LL a w a '." LL q LL 7 o O �' p c a c E \7 ap o v ^ N O a0i V m V z CD c 0 5 a 8 o z a g� o 0 n N N c 3�,LI�IV2IrJ � 7 rn rn o x�ng m a .a w U N Y A L T PQ O E J O Z Cl) N ❑ cn w 0) 8 U Cl)LO U w > Q N U J Z OOD N R w ❑ N 0 w Qi j LO .� Q O 0 O p, ❑ > .N... = a Q a o a- w 0 0 x W O = m U O O COU $ 0 c°0 O 5 5 a Q CO w o g m ❑ a v " Z o C7 0 a a o z bn ? .5 0 ° c v bo N R r 0 O Bi azi C xOixVxO z a Q m 2 x w w a Q w w c � o c � o x 0 w° o a U O 5 as a _ w bD C. �+ N b pp LL o O U = 3. Q o U 00 o a c ~ ai n X � N U U o w A A U �" w0 w Z O U Qco � w 3 rz H a U N N 'o C� N a O N y � •O � b 0 o 0 V] r a0i Co 0 0 z w N U a 0 0 0 0 0 0 0 0 0 0 0 p L6 o ss v9 4;o9 64 59 s9 cr W rs1 W v acz °CZ CO 0 o w X w o c A b o ° Q x W U '� gb fi-o€ = I] El ❑b C,, r0. T ' cba O Rai M Q ^O 0.- U O Z, O' 00 w .y pFQ.Jyj 9 cC N .� �,,0 C +C8 pp O m� � cd " w •gy, C�. o � oo U F4 � U � .� o •o o � w gj U cC G cC0. > '•�"� i.' 3 YO T N O � onc• 3 �o�e3��t'Al N Eb NCD �' �, o � oho ,�, [37 � o ° � c •� � o c� as o y cd z �T�•�� T'~�M a 131 On 1 U A a � b p cC A C+ isl C U U i-Iv❑� x z x U p 3 o O a `•�� C T Mi ❑ [C z•H� � Q m 2 x w w a Q w w c � o c � o x 0 w° o a U O 5 as a _ w bD C. �+ N b pp LL o O U = 3. Q o U 00 o a c ~ ai n X � N U U o w A A U �" w0 w Z O U Qco � w 3 rz H a U N N 'o C� N a O N y � •O � b 0 o 0 V] r a0i Co 0 0 z w N U a 0 0 0 0 0 0 0 0 0 0 0 p L6 o ss v9 4;o9 64 59 s9 cr W rs1 W v acz °CZ CO 0 o w X w o c A b o ° Q x W U '� gb fi-o€ = I] El ❑b C,, r0. T ' cba O Rai M Q ^O 0.- U O Z, O' 00 w .y pFQ.Jyj 9 cC N .� �,,0 C +C8 pp O m� � cd " w •gy, C�. o � oo U F4 � U � .� o •o o � w gj U cC G cC0. > '•�"� i.' 3 YO T N O � onc• 3 �o�e3��t'Al N Eb NCD �' �, o � oho ,�, [37 � o ° � c •� � o c� as o y cd z �T�•�� T'~�M a 131 On 1 U A a � b p cC A C+ isl C U U i-Iv❑� x z x U p 3 o O a `•�� C T Mi ❑ [C z•H� � U N N 'o C� N a O N y � •O � b 0 o 0 V] r a0i Co 0 0 z w N U a 0 0 0 0 0 0 0 0 0 0 0 p L6 o ss v9 4;o9 64 59 s9 cr W rs1 W v acz °CZ CO 0 o w X w o c A b o ° Q x W U '� gb fi-o€ = I] El ❑b C,, r0. T ' cba O Rai M Q ^O 0.- U O Z, O' 00 w .y pFQ.Jyj 9 cC N .� �,,0 C +C8 pp O m� � cd " w •gy, C�. o � oo U F4 � U � .� o •o o � w gj U cC G cC0. > '•�"� i.' 3 YO T N O � onc• 3 �o�e3��t'Al N Eb NCD �' �, o � oho ,�, [37 � o ° � c •� � o c� as o y cd z �T�•�� T'~�M a 131 On 1 U A a � b p cC A C+ isl C U U i-Iv❑� x z x U p 3 o O a `•�� C T Mi ❑ [C z•H� � U '� gb fi-o€ = I] El ❑b C,, r0. T ' cba O Rai M Q ^O 0.- U O Z, O' 00 w .y pFQ.Jyj 9 cC N .� �,,0 C +C8 pp O m� � cd " w •gy, C�. o � oo U F4 � U � .� o •o o � w gj U cC G cC0. > '•�"� i.' 3 YO T N O � onc• 3 �o�e3��t'Al N Eb NCD �' �, o � oho ,�, [37 � o ° � c •� � o c� as o y cd z �T�•�� T'~�M a 131 On 1 U A a � b p cC A C+ isl C U U i-Iv❑� x z x U p 3 o O a `•�� C T Mi ❑ [C z•H� � G O 9 ti Y com CD N L 5 Aco N O O LO ao CO o m s Q m o Q Q J 4 q 4 W m Q x a c3 V ❑ d w O > N U-a w .� Y ° LL r U-O4w 0 c F N cD o v U Q y o o on o 0 N N G~ N C V7 Y 4 U O O cl y P c 33.iTIV2ILJ � � o 0 4 w x Y u � c Y � Y C7 Y T v � O Y Q J Z ; N ❑ C) to w rn o U 2 cn wco 7 d u-) Y J Z m wW co ❑ `� aci N j o N w ❑ y C w Q LO r O o " ❑ N 0 0im .O Z o m x O m O C r d LO 0 d O c9 > w o x Fj Z 4 c n Z coo N o N O U) pp �3 z - Z 42 to "v o z U C. rn v c xoinrvao z A � a ?IaTlaS Q F- a) 2 x w w 2 Q Q w w CO V v U a 0 0 0 0 0 00 C) O O d U-j O X Q 'r rci O c z a W vl w z O W U Oa a: b9 69 69 6H 6H 69 6A 69 6y 69 V9 6,9 69 U I .0 U U .0 Y CL .� a O i U O W O C 4 O O bn N o •� T J •� H ul o y L O J N O4 "� N •U Lr) C N O.. O c-� C� G " Q Q N � Q Lti. X 'r iF W ozz 0 z 0O ❑� W S o.2 u v n F-o-0 v "D9D❑ W❑ W❑❑ El cr2 b Y O R ° ,'vim``" ❑ ❑ W �_C� v T o vT o v �O " o 3 �tiC3 V L .�, o f Cl O y U -S2m Ko'� yo 0 0U C 3crNo 1vo 00 O _ E am. bo In F a n o v v> o '�' -S o c, -2o s z o u ❑ W wed o v N m T > m m vI u Km � � 0. v u�_ c�a�"�o yW is U.dOQ Cl. 'D O� C Y O O .a G' AG N O V] ti UN❑ �o" ; -aY° 4�"N-". OGrvv°!' "3CCci_d bv vv�' .o .Nyy Nap3 yOCwWWUy �ou❑O❑°� "E 10, s �° > N > Elvtoi oC VcUnn., V aw' wvd0.aCNmuXi° �Yo1vNa. WOo cn M° m- O. I •= O by pn�I-. o C gy mm � OS F- Y 0. 00 xFh e3 2 Wo U G4- " �_ ca Op4 2 azlaca oo z-23 a, 0N O �cd 3� o 1 O ���o a �ca y 0. cn r aoio W wo-0 0 z I m 0 Q F- a) 2 x w w 2 Q Q w w CO V v U a 0 0 0 0 0 00 C) O O d U-j O X Q 'r rci O c z a W vl w z O W U Oa a: b9 69 69 6H 6H 69 6A 69 6y 69 V9 6,9 69 U I .0 U U .0 Y CL .� a O i U O W O C 4 O O bn N o •� T J •� H ul o y L O J N O4 "� N •U Lr) C N O.. O c-� C� G " Q Q N � Q Lti. X 'r iF W ozz 0 z 0O ❑� W S o.2 u v n F-o-0 v "D9D❑ W❑ W❑❑ El cr2 b Y O R ° ,'vim``" ❑ ❑ W �_C� v T o vT o v �O " o 3 �tiC3 V L .�, o f Cl O y U -S2m Ko'� yo 0 0U C 3crNo 1vo 00 O _ E am. bo In F a n o v v> o '�' -S o c, -2o s z o u ❑ W wed o v N m T > m m vI u Km � � 0. v u�_ c�a�"�o yW is U.dOQ Cl. 'D O� C Y O O .a G' AG N O V] ti UN❑ �o" ; -aY° 4�"N-". OGrvv°!' "3CCci_d bv vv�' .o .Nyy Nap3 yOCwWWUy �ou❑O❑°� "E 10, s �° > N > Elvtoi oC VcUnn., V aw' wvd0.aCNmuXi° �Yo1vNa. WOo cn M° m- O. I •= O by pn�I-. o C gy mm � OS F- Y 0. 00 xFh e3 2 Wo U G4- " �_ ca Op4 2 azlaca oo z-23 a, 0N O �cd 3� o 1 O ���o a �ca y 0. cn r aoio W wo-0 0 z I m 0 ozz 0 z 0O ❑� W S o.2 u v n F-o-0 v "D9D❑ W❑ W❑❑ El cr2 b Y O R ° ,'vim``" ❑ ❑ W �_C� v T o vT o v �O " o 3 �tiC3 V L .�, o f Cl O y U -S2m Ko'� yo 0 0U C 3crNo 1vo 00 O _ E am. bo In F a n o v v> o '�' -S o c, -2o s z o u ❑ W wed o v N m T > m m vI u Km � � 0. v u�_ c�a�"�o yW is U.dOQ Cl. 'D O� C Y O O .a G' AG N O V] ti UN❑ �o" ; -aY° 4�"N-". OGrvv°!' "3CCci_d bv vv�' .o .Nyy Nap3 yOCwWWUy �ou❑O❑°� "E 10, s �° > N > Elvtoi oC VcUnn., V aw' wvd0.aCNmuXi° �Yo1vNa. WOo cn M° m- O. I •= O by pn�I-. o C gy mm � OS F- Y 0. 00 xFh e3 2 Wo U G4- " �_ ca Op4 2 azlaca oo z-23 a, 0N O �cd 3� o 1 O ���o a �ca y 0. cn r aoio W wo-0 0 z I m 0 -O h b rn o N Q COCD o r J w W :a ❑ w E2 uw. ❑ w c . o LL O LL c 0 o 4 N r O) V d m i o o v O O 0 .� .�• O a y C 7 � 2i��lfifi N C a v C7 T O v o G � U J M O J Z co❑ N Cl) Q to J J Z M co ?) c W 00 O N M CL 'ap• �7cn N O w ❑ a- LL m w a ❑ ()� O y w o CD 2 0 0z LL u O (O . d �O = H U w cn 4 C a) Z (O � C } N o 0 O d ? 0q zd Z R e d o 0 Z U a a°i n c z `fin v a xo.iNv,do Wal igs z Q U 7' T y 4 0 c w O v J u H ❑ Q m X w w x U Q w w m C � O C X N S-• a) .D w C U O fl b Lo m C o C tO N a c6 C Lr) o � .fl ¢ Z- O U a o cs aEii C f1 C x ti U U a) � U X J ^_ 00 C O �. W V UP, z C y - m U O a ¢ o d a Q LL O c2 or U J m a z 0 oz 0 0 0 ❑ ; ❑❑ ❑ 3 M q � 00 cws oo N U U d y M Lot .�~. T �• 0000 0 a.� y w i O m LL.N N C u > o ° Ogd v 0n c C o Ea :E! •p o N C y3 o CA 00 O c3 Ci N v M ^�' ,1• U C O O O O O O O O L6 Gn G4 64 59 509 64 4,17 60" (U B A Y a a a fu bb G o C/i N4 S O-. - m U U rz O o a u . O O .+ •� E43 C7 x C6 o U F o L1. •5 � a7 � U Q p. X it t W ai C) W m U o gh E, o A au cg H a ca 'oy,. y a) L a) T U O aU Q C yU_� s, U C0 0. G aj O A 'ZIo.011 � 5 U ti� C ,D �. n o O > m 0 W C yw ° [ v o .. U ° id Wa eso�� 0-0 14 O r u -� IL-- 0 En y o O 21 "o ❑ 0000 OU �.3 3 o ❑ V Wax A �z7 p C C O V y �o z G N3ain m avow FOOwS. o 0 o v j' � OD 0 00 b T .D O c� a� T Js x O w Gn d z O u U 0 v a O � •� a O F � � �> �wCy d w Qo Ei w 3 0 Ix w �1 0 a ti� w 3 rV. w •� O u i. an o x m ca C CC y {7 r. 0 a O c\ o o C y a O �blu cl."tea d w > �0 z A w m C s b g w a w 0 U � v > > � c y v a � y a p� � O 3 6 M N ° coL coo m oo j M o y Q co r Lo c'I U R c_n J b O Q O u w lD c, 0 O w 0 C N _ LL d on w LL v o n a o O v c n X � E F a N o G n o Yj v F O O o co C, V OOi ca �' La C O O z U , y m ;, m A N Ej rn N rn 33L�IV2i'J Zi�lSflg � � a v N C T v M t° N � � U J ?) Lo xO J Z M N M w co w rn o (j LO w w J Z M H 0 v N [n w O) N is w LY a� c w LY Q uM7 Q �' O O 0. OcQ a L 'd a 0 0 O Z p = an o O X jr O LLIL m o es O S x v u Z to U U} v N o FO U Q h y z o z U W o [ a o ZIOIKV'I'J 2I3'I•IHS z U w Q Lil x w 0 w Q a w w in v .5 U on Z. .�C cd Olt N C 0 0 4 C C 0 U O. m � U C O a X 4W 0 N 0 w w a } F- z Q of Q } O D Q L- U 8 U q 0 a� tL H O O O OO O O O O O C) x a O A Z a W � wz' O z F wu CG Ci to 4q 69 64 64 69 59 sF1 44 69 Ge H4 69 F N y N i O U o 0 � o w ... q ow N v -. .- O 00 ° C -N y r m cn T-0 F aNi y N C U 0 cn .) 6 y o z ti cI U `� GL. O O d •C as y O c3 C x n UJ ¢ p, X t W 'Z)0 z El 0 5 �.�3 Y d) z � y a 0 _4 v v] v7 E" b j hA C C',tw., w w - •d -y' N .0 N LTA Q [^ W p C� ti T' r3 O = •r=. .r� N 3 Uw � o �• C N�3ti U •CO a ]pan O u •Vqj Cn e o 0 b o, a ;, °° c4 asfa, a A° w -O 3 r� n p O N-• n. �. ° �''d 5 O •..2.. of •� N cc Ej _ w y oyN .�`Ta�i 'iooa vtia, ° :; �`cN•F 0' o •N l�b O O > KM G- N is 8 o o u voao" vp� jc0G3 aa 0.- v "w° Cl. o C J U►rGnii l Z N Ei' N pp t, N Vl 6 a 4 _o 0 O F cd o �vp of o �� w °�v o > w U y C Cl. O. W •O �C 00 cam- J F O C C 7 O M N 0 O O " p [ �U G F a [ s v � N O;14 c� y O�Nr OW cx7a LL 3 yy yy °O O S+ J G cc O U ea " 7f 3� � � O C3. C1. RRR... L � U •[7 •27 ° O O •O N � F p cdi o m v� o . iO Mom. � Ts z 00 w C O U c R a w 0 N � � n X � m vUi � rn o o w N o m M W Q co J Q coo } ES R U C m a `o J Q X a R a w O J m Q ❑ w ci W R o LL LL W b d LL LL C p w o N C n X _ } F- d V N •o o c x o v Q � O O U co V O O ;; � rn rn 3ff.LI�IV2IrJ �I�ltflfi � c Ts y o N e J m c Cn O ❑ J Z co N ❑ co o.. cn w rn m O 0 v° w Q in v z Z M co H F- O_ �_ u v Cn W N > 01 G w LL' � O N C w °�, H Q I!') p 0 OLL � a° W 0 v a Q o LL or o 0 x 0 w O S `� u O O m u a 0 m C7 _ 'j 2 Lo Q v U y (,) w C) S R co bo O ❑� � N v o � � a Q y O 4 U, y U z s a xoiH�to Q F- m 2 X w 0 w S U Q w w U) bA Ei a, .-� a 0 N a LL O M S 2 Of U J m (L 0 0 0 0 0 0 o 0 0 0 C) O 0 o X d F a z a W r/] wz O �a bs w sFi VS ss Fsr US 41) sri sFr Oq w 66 Gn ou o 0 o k >, w to q o w w 0 Ln c a .. x N a � n o g Ln •' H y u C O V] a) G q O H Q' U O1 N o '� ar •� o L�7 oCL. C7 U o x W p o 0 dJ q rs z R O W O'• C U] iF W a €�� U� >4 ❑ -E —A m o o�! -y 4)-0 4_, t. C- ti z T c"Cd O 7 y� u, a) 0, a G .5 o bn. 3 R M � O � -as 0 0 4 O 5 6N L7 C O YO O" o ,,i y o y •� �[�.,�'' o. •� W ra C ar' o T 0 v o-! 0 7 ' V V V O y "o N G v •� v .5 .c � a�� o w o b �c-- g c, M ❑ F0- In U ID a 0 o u 4 A,5 4 W o w 0 000 >o, rx w X Q H 0 v O 0 CD 0 Fidelity National Title Company of Washington Undefwnt[en by Fidelity National Me Insurance Company 3500 188th St. SW, Suite 300 Lynnwood, WA 98037 (425)771-30311 Fax No. (425)670-2109 Direct Line: (425)840-3510 Toll Free: 1-800-776-3021 TO: Fidelity National Title Attention: Julie Sundin Your Number: Reference Name: OUR NUMBER 08012174 - PLAT CERTIFICATE PLAT CERTIFICATE WYNSTONE PROPERTIES, LLC Premium: $ Sales Tax: $ CERTIFICATE FOR FILING PROPOSED PLAT OF, FEDERAL WAY, WA Dear Sirs: 350.00 31.15 In the matter of the above described proposed Plat submitted for your approval, this Company has examined the records of the County Auditor and County Clerk of King County, Washington, and from such examination hereby certifies that: TITLE TO the following described land is vested in: WYNSTONE PROPERTIES LLC, a Washington Limited Liability Company THE LAND is situate in said King County, and is described as follows: PARCEL A: That portion of Government Lot 1, Section 19, Township 21 North, Range 4 East, W.M., 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 8900918" East 335.78 feet; THENCE South 01035'16" West 42.00 feet to the Southerly margin of the lands described in deed recorded under Recording No. 8501170665. records of 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 60059'59'; THENCE South 28000'19" 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 47011'42" West; THENCE leaving said margin along the non -tangent East line of said Government Lot South 01013'12" 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 to radial line through said beginning bears North 74048'34" West); THENCE Northerly and Northeasterly 732.77 feet along said curve through a central angle of 46048'15" to the true point of beginning. Situate in the County of King, State of Washington. 1 of 7 RECEIVED FEB 12 2008 CITY OF FEDERAL WAy CDS 'Fidelity National Title Company of Vvashington Plat Certificate Our Number 08012174 PARCEL B: That portion of Government Lot 2 in Section 19, Township 21 North, Range 4 East, W.M., in King County, Washington, lying Northeriy 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 89027'31" 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°4727" West, a distance of 122.98 feet; THENCE South 700-08'00" West, a distance of 83.38 feet; THENCE South 53044'33" West, a distance of 164.46 feet; THENCE North 36015'27" 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. PARCEL C: 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, Section 19, Township 21 North, Range 4 East, W.M., in King County, Washington Situate in the County of King, State of Washington. SUBJECT TO the exceptions shown herein. No search has been made as to the taxes and assessments. THIS CERTIFICATE shall have no force or effect except as a basis for the Certificate applied for. Records examined to January 28, 2008 at 08:00-AM Fidelity National Title Comnanv of Washington By: Terry Sarver, Chief Title Officer 2of7 Fidelity National Title Company of Washington Plat Certificate Our Number 08012174 EXCEPTIONS Lien of any real estate excise sales tax upon any sale of said property if unpaid. The subject property is located in the City of Federal Way. The excise tax rate is 1.78%. 2. DELINQUENT TAXES: Year: 2007 Amount Billed: $6,148.00 Amount Paid: $3,074.00 Amount Due: $3,074.00, plus interest and penalties Tax Account No.: 192104-9030-05 Levy Code: 1205 Value of Land: $540,000.00 Value of Improvements: $0.00 Affects: Parcel B To expedite payment of your taxes, you may mail the payment direct to: King County Treasurer 500 4th Ave, Room 600 Seattle, WA 98104 3. GENERAL TAXES PAYABLE AFTER FEBRUARY 15TH: THE FIRST HALF TAXES ARE DUE PRIOR TO MAY 1ST; THE SECOND HALF TAXES ARE DUE PRIOR TO NOVEMBER 1ST: Year: 2008 Amount Billed: $6,645.09 Amount Paid: $0.00 Amount Due: $6,645.09 Tax Account No.: 192104-9030-05 Levy Code: 1205 Value of Land: $595,000.00 Value of Improvements: $0.00 Affects: Parcel B To expedite payment of your taxes, you may mail the payment direct to: King County Treasurer 500 4th Ave, Room 600 Seattle, WA 98104 3of7 Fidelity National Title Company of Washington Plat Certificate Our Number 08012174 4. DELINQUENT TAXES: Year: 2007 Amount Billed: $3,105.57 Amount Paid: $1,552.79 Amount Due: $1,552.78, plus interest and penalties Tax Account No.: 192104-9044-09 Levy Code: 1205 Value of Land: $272,700.00 Value of Improvements: $0.00 Affects: Parcel A To expedite payment of your taxes, you may mail the payment direct to: King County Treasurer 500 4th Ave, Room 600 Seattle, WA 98104 5. GENERAL TAXES PAYABLE AFTER FEBRUARY 15TH: THE FIRST HALF TAXES ARE DUE PRIOR TO MAY 1ST; THE SECOND HALF TAXES ARE DUE PRIOR TO NOVEMBER 1ST: Year: 2008 Amount Billed: $3,046.91 Amount Paid: $0.00 Amount Due: $3,046.91 Tax Account No.: 192104-9044-09 Levy Code: 1205 Value of Land: $272,700.00 Value of Improvements: $0.00 Affects: Parcel B To expedite payment of your taxes, you may mail the payment direct to: King County Treasurer 500 4th Ave, Room 600 Seattle, WA 98104 6. Potential supplemental assessment for general taxes in the current year or prior years on omitted improvements. The subject premises appear on the 2008 tax rolls assessed on the value of the land. (To be omitted from forthcoming Lenders Policy.) 7. NOTICE OF ADDITIONAL TAP OR CONNECTION CHARGES PURSUANT TO R.C.W. 65.08.170 BY WATER DISTRICT NO. 124, AND THE TERMS AND CONDITIONS THEREOF: Recorded: June 1, 1981 Recording No. 8106010916 8. LATECOMER AGREEMENT, AND THE TERMS AND CONDITIONS THEREOF: Recorded: October 21, 2004 Recording No. 20041021000100 4of7 Fidelity National Title Company of Washington Plat Certificate Our Number 08012174 9. DEED OF TRUST AND ADDITIONAL ADVANCES, IF ANY, AND THE TERMS AND CONDITIONS THEREOF: Grantor: Wynstone Properties, LLC, a Washington limited liability company Trustee: Fidelity National Title Company Beneficiary: Venture Bank Original Amount: $5,055,000.00, plus interest Dated: June 20, 2005 Recorded: June 22, 2005 Recording No.: 20050622000591 SAID DEED OF TRUST WAS MODIFIED/AMENDED BY INSTRUMENT, UPON AND SUBJECT TO ALL OF THE PROVISIONS CONTAINED THEREIN: Recorded: August 9, 2007 Recording No.: 20070809000977 10. Right to enter said premises to make repairs and to cut brush and trees which constitute a menace or danger to the electric transmission line located in the street or road adjoining said premises, as granted by instrument Recording No.: 3534312 11. Right to enter said premises to make repairs and to cut brush and trees which constitute a menace or danger to the electric transmission line located in the street or road adjoining said premises, as granted by instrument Recording No.: 5270109 12. EASEMENT AND CONDITIONS CONTAINED THEREIN, AS GRANTED/RESERVED/ DISCLOSED/CONTAINED BY INSTRUMENT: Recorded: April 2, 1986 Recording No.: 8604020489 In Favor Of: Puget Sound Power & Light Company Purpose: Underground electric system 13. EASEMENT AND CONDITIONS CONTAINED THEREIN, AS GRANTED/RESERVED/ DISCLOSED/CONTAINED BY INSTRUMENT: Recorded: November 17, 1987 Recording No.: 8711170788 In Favor Of: Federal Way Water and Sewer District Purpose: Sewer facilities 14. EASEMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: Between: Federal Way Public School District And: David Hopkins Recorded: March 22, 1989 Recording No.: 8903220655 5 of 7 Fidelity National Title Company of Washington Plat Certificate Our Number 08012174 15. EASEMENT AND CONDITIONS CONTAINED THEREIN, AS GRANTED/RESERVED/ DISCLOSED/CONTAINED BY INSTRUMENT: Recorded: August 11, 1989 Recording No.: 8908110283 In Favor Of: King County Purpose: Slope, drainage and utility 16. CONCOMITANT AGREEMENT RELATING TO THE ZONING OF THAT CERTAIN PARCEL OF PROPERTY COMMONLY KNOWN AS THE CAMPUS CREST PROPERTY (PARCEL 5), AND THE TERMS AND CONDITIONS THEREOF: Recorded: March 5, 1990 Recording No. 9003051119 17. EASEMENT AND CONDITIONS CONTAINED THEREIN, AS GRANTED/RESERVED/ DISCLOSED/CONTAINED BY INSTRUMENT: Recorded: August 7, 1990 Recording No.: 9008070651 In Favor Of: Washington Natural Gas Company Purpose: Gas pipeline or piplines 18. EASEMENT AND CONDITIONS CONTAINED THEREIN, AS GRANTED/RESERVED/ DISCLOSED/CONTAINED BY INSTRUMENT: Recorded: March 12, 2001 Recording No.: 20010312000348 In Favor Of: Geonerco, Inc., a Washington Corporation Purpose: Temporary sanitary sewer 19. CONSTRUCTION EASEMENT, AND THE TERMS AND CONDITIONS THEREOF: Recorded: February 4, 2002 Recording No. 20020204000039 20. CONSTRUCTION EASEMENT, AND THE TERMS AND CONDITIONS THEREOF: Recorded: July 3, 2002 Recording No. 20020703001710 21. EASEMENT FOR SEWER FACILITIES, AND THE TERMS AND CONDITIONS THEREOF: Recorded: October 14, 2003 Recording No. 20031014000185 22. MEMORANDUM, AND THE TERMS AND CONDITIONS THEREOF: Recorded: October 14, 2004 Recording No. 20041014002167 23. CONCOMITANT AGREEMENT, AND THE TERMS AND CONDITIONS THEREOF: Recorded: June 3, 2005 Recording No. 20050603001039 6of7 Fidelity National Title Company of Washington Plat Certificate Our Number 08012174 24. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: Between: Lakehaven Utility District, King County And: Donald L. Gardner, Inc. Recorded: June 23, 2006 Recording No.: 20060623000128 Purpose: Sewer and water mains AMENDED BY INSTRUMENT: Recorded: November 22, 2006 Recording No.: 20061122000793 25. LICENSE, AND THE TERMS AND CONDITIONS THEREOF: Recorded: July 6, 2007 Recording No. 20070706000976 26. Right to make necessary slopes for cuts or fills upon property herein described as granted by Deed recorded under: Recording No.: 8501170665 (To be omitted from forthcoming Lenders Policy.) END OF EXCEPTIONS NOTE 1: The legal description shown in Schedule A was determined from the property address provided at the time of application. The description should be examined and approved by all the parties to this transaction prior to closing. NOTE 2: FOR INFORMATIONAL PURPOSES ONLY: The following may be used as an abbreviated legal description on the documents to be recorded, per amended RCS 65.04. Said abbreviated legal description is not a substitute for a complete legal description within the body of the document. Ptn Govt. Lots 1 and 2, 19-21-4 END OF NOTES END OF EXCEPTIONS THANK YOU FOR YOUR ORDER IF WE MAY BE OF FURTHER ASSISTANCE, PLEASE GIVE US A CALL 7of7 A�kCITV OF Federal Way December 9, 2008 iFIL CITY HALL E 33325 8th Avenue South Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www.cityoffederalway.com Wynstone Properties LLC via e-mail: mkerschner@aspenpropertiesnw.com Mike Kerschner 6902 Ford Drive NW Gig, Harbor, WA 98335 RE: File No. 08-100695-00-SU; WYNSTONE, Final Plat Signatures Dear Mr. Kerschner: Prior to recording the Wynstone final plat, pursuant to Federal Way City Code Section 20-133(A)(2), all parties having an ownership interest in the land being subdivided must sign the final plat. In lieu of having, Venture Bank sign the final plat, please provide the City a letter from Venture Bank that states their acquiescence to waiving the required signature of the bank on the Wynstone final plat. The letter from Venture Bank must be notarized and signed by an authorized representative of the bank. If you have any further questions or need additional information, please contact me at 253-835-2649 or jim.harrls@cltyoffederalway.com. Sincerely, QlTlflarris Senior Planner c: Greg F'ewins, Community Development Director Isaac Conlen, Planning Manager Will Appleton, Development Services Peter Beckwith, Assistant City Attorney Doc I D. 49038 venture B A N K Attn: Jim Harris, Senior Planner Attn: Peter Beckwith, Assistant City Attorney City of Federal Way Federal Way, Washington 98003 Re: File No. 08-100695-00-SU; Wynstone, Final Plat Dear Sirs: As Independent As You RECEIVED BY CMUNITYDEVELOPMENT DEPARTMENT DEC 11 2008 In regards to the matter of an authorized signature requirement from Venture Bank for the final plat of Wynstone, please be advised of the following; Venture Bank hereby agrees to waive the required signature of the Bank on the Wynstone final plat. greed to this 9th Day of December, 2008. Venture Bank Dennis E Shade, SVP Regional Lending Manager /.?-T—aoo8 ACKNOWLEDGEME Dated Notary Public State of } State of Washington } PEGGY BYRNE County of } MY COMMISSION EXPIRES Sept. 9, 20 On this day of e, the undersigned Notary Public, personally appeared and personally kno to me or proved to me on the basis of satisfactory evidence to be the ►! authorized agent for the Lender that executed the within and foregoing instrument and acknowledged said instrument to be the free and voluntary act and deed of the said L r, duly authorized by the Lender through its board of directors or otherwise, for the uses and p os therein m vned, and on oath stated that he or she is authorized to execute this said ins ume t and that t e al affixed is the corporate seal of said Lender. g Residing at Y Nota Public in and for the Stat of ��",t_ My commission expires 1495 Wilmington Drive / PO Box 970 / DuPont WA 98327 1-888-373-BANK or 1-888-373-2266 www.venture-bank.com MEMBER FDIC EQUAL HOUSING LENDER 41k CITY OF '0'::�� Federal Way Name of Project: Tax Parcel#: DF—ITMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8'6 Avenue South PO Box 9718 Federal Way WA 98063-9718 253-835-2607; Fax 253-835-2609 www.citvoffederalway.com TRAFFIC MITIGATION FEES Applicant (paying fee): Address: Traffic Engineer: Plat Of W sn� tone 192104 9030 & 192104 9044 Project #: 08-100695-00-SU Mike Kershner. Wynstone Properties LLC 6002 Ford DrNW, Gig Harbor WA 98335 Rick Perez Total Amount Collected: $98,688.00 Receipt Number. QS- ('4 [ %ate Collected: ( k - a y - ° 2" FEES COLLECTED Type of Impact Mitigated Type of Project Amount Received Management Services Account Quadrant Account Streets/Traffic See Attached $98,688.00 306-0000-000-345-85-000 8053 Copy to: Management Services (Mark) Development Services (Will) Streets (Marwan) Planner (hin) *Always give a copy of this completed form to Management Services. Doc. I.D. INVOICE City of Federal Way CITY OF Invoice Date: September 16, 2008 P.O. Box 9718 Federal Way, WA 98063-9718 Federal Way #: Bill 134209 Ph: (253) 835-7000 Permit #: 08-100695-00 Project Name: WYNSTONE Site Address: Applicant Name: WYNSTONE PROPERTIES, LLC *MIKE KERSCHNI FEE DESCRIPTION AMOUNT PW MITIGATION FEES - 102(8035-102)................................ $61,063.00 306-4400-102-345-85-000 PW MITIGATION FEES - 138(8035-138)................................ $20,813.00 306-4400-138-345-85-000 PW MITIGATION FEES - 135(8035-135)................................ $10,092.00 306-4400-135-345-85-000 PW MITIGATION FEES - 140(8035-140)................................ $6,720.00 306-4400-140-345-85-000 TOTAL DUE: $98,688.00 RG ',ITY OF Federal Way ARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8`" Avenue South PO Box 9718 Federal Way WA 98063-9718 253-835-2607;Fax 253-835-2609 www.citvoffederalway.com PARKS MITIGATION FEES/FEE-IN-LIEU Name of Project: Plat Of W nstone Project #: 08-100695-00-SU Tax Parcel#: 192104 9030 & 192104 9044 Applicant (paying fee): Mike Kershner, 'W nstone Properties LLC Address: 6002 Ford Drive NW; Gii Harbor, WA 98335 Total Amount Collected: $% 1,108.02 Receipt Number:7Date Collected: cj w" FEES COLLECTED Type of Fee Based on Amount Received Management Services Quadrant Account Account Parks Fee -in- 8.195% $71,108.02 303-0000-000-345-85-001 8055 Lieu Copy to: Management Services (Mark) Development Services (will) Planner (Jim Harris) Parks (Donna Hansen) *Always give a copy of this completed form to Management Services. yiity of Federal Way P.O. Box 9718 Federal Way, WA 98063-9718 Ph: (253) 835-7000 INVOICE CITY OF Zk�.. Federal way Invoice Date: September 15, 2008 Bill #: 134185 Permit #: 08-100695-00 Project Name: WYNSTONE Site Address: Applicant Name: WYNSTONE PROPERTIES, LLC *MIKE KERSCHN] FEE DESCRIPTION AMOUNT OPEN SPACE MITIG FEE(8050).............................................. $71,108.02 303-0000-000-345-85-000 TOTAL DUE: $71,108.02 F - F_ I LAI 40k CITY OF Federal Way DATE: April 29, 2008 MEMORANDUM Community Development Services Department TO: Donna Hanson, PARCS Director FROM: Jim H(�'''� SUBJECT: Wynstone final Plat Open Space Calculation and fee 4n lieu of open space calculation (08-100695-00-SU) Donna: The Wynstone final plat is in for final review and Council approval. The preliminary plat processed a few years back was approved with a menu of open space including: buffer, usable, constrained and partial fee in lieu of on -site open space. The applicant has provided a worksheet showing the proposed open space quantities, and calculation of the remaining balance of fee in lieu of on -site open space. A copy of the worksheet (with my handwritten notes) is attached. I have checked the final plat map and all the calculations on the worksheet, which all appear correct and meet applicable FWCC requirements. In summary, the applicant is proposing 6.9 percent on -site open space in constrained, usable and buffer open space, and 8.195 percent fee in lieu of on -site open space. So, the 8.195 percent fee in lieu equates to $71,108.02 fee in lieu, based on a 2008 assessed valuation of $867,700.00 for the subject Wynstone land value. I recommend the open space calculation and fee be approved. Please let me know if you concur with this analysis and open space calculations. Let me know if you have any questions. Eric: 2008 tax statement parcel 192104-9030 and 192104-9044. Jaeger Worksheet with Harris notes, 4-28-08. Doc I D 45262 WYNSTONE PLAT OPEN SPACE REQUIREMENT SUMMARY OPEN SPACE REQUIRED: Gross site area: 587,496 SF Less area of Lot 45: 047 F Gross area for open space requirements: 544,449 SF (Note: Plat conditions state that Lot 45 shall provide separate open space as part of the multi -family development for that Lot, independent of the plat.) Required open space (15% of gross area): OPEN SPACE PROVIDED: Tract "C" (view corridor buffer - conservation): Tract "G" (sensitive area buffer - conservation): Tract "E" (pedestrian access - usable): Tract "F" (pedestrian access - usable): Tract "D" (landscape - buffer): Tract "H" (landscape -buffer): Open space provided: Remaining open space to be mitigated: 81,667 SF 14,723 SF 16,478 SF 2,833 SF 2,140 SF 593 SF 281 SF 37,048 SF (45. 3`%) 44,619 SF (5� . (,qal.) RECEIVED APR 2 5 2008 CITY OF FEDERAL WAY CDS ati '�i.115% a4 MleWt WII4,IF CITY OF CITY HALL 33325 8th Avenue South Federal Way Mailing Address: PO Box 9718 98 Federal Way, WA 98063-9718 (253) 835-7000 www.cityoffederalway.com September 29, 2008 Mike Kerschner Wynstone Properties, LLC 6902 Ford Drive NW Gig Harbor, WA 98335 RE: File Number 08-100695-00-SU; WYNSTONE FINAL PLAT; SALES TRAILER LOCATION Dear Mr. Kerschner: Pursuant to your September 17, 2008, written request to the Department of Community Development Services, you are hereby granted revocable permission to locate a temporary real estate sales office building within the front yard setback area adjacent to 130' Court Southwest in the Wynstone plat. This approval is granted pursuant to Federal Way City Code (FWCC) Section 22-963. No improvements are permitted to be placed in the public road right-of-way. Please contact Jim Harris, Senior Planner, at 'im.han'is ci offederalwa .corn or 253-835-2649 if you have any questions. Sincerely, , { Greg Fewins Director of Community Development Services c: Jim Harris, Contract Planner William Appleton, Development Services Manager Doc I D 47190 W Y N S TONE Federal Way's Premier Custom Home Community September 17, 2008 Mr. Jim Harris City of Federal Way PO Box 9718 Federal Way, Washington 98063-9718 Subject: Wynstone Subdivision: Saghalie Park Bonding Permit Number: 05-103031-00 EN Tax Parcels: # 192104-9044 & 192104-9030 Dear Mr. Harris, Please accept this letter as confirmation that the completed landscape planting that has been placed to the west side of SW 101h Avenue at the entrance to the Wynstone plat is fully bonded within the existing bond as filed with the city, (bond number # 577907-5). A more specific reference to the area in question is attached to this letter as a portion of the approved landscape design, page L-4 (noted as "landscape alternate 1"). This area has always been indicated on the construction drawings as a significant slope cut requiring the eventual reclamation of the plant life. As such, even though a final approved planting plan of the "alternate area" was not decided initially, we have always included funding for such. Thus, the bond has always covered the monetary allocation for that specific area. Regards, jr� 101`1 Michael Kerschner Wynstone Properties L.L.C. enclosure: FW #06-103031-00 EN 9.17.08 CC: Jim Harris, ddglOe t000 SW Campus Drive ® Federal Way, Washington 98023 r a U) 0 3 W � I I 1 � ��•� •�— ^ - `J / i' 1 I !• r ,fir•, •'fir r tti Landscape Plan ~r'. o s Wynstone Wynstone LLC Federal Way. WA t { WYN°STGNE Federal Way's Premier Custom Home Community September 17, 2008 Mr. Greg Fewins Interim Director Community Development Services PO Box 9718 Federal Way, Washington 98063-9718 Subject: Wynstone Subdivision: Request for Administrative Decision Permit Number: 05-103031-00 EN Tax Parcels: # 192104-9044 & 192104-9030 Dear Mr. Fewins, As you are aware the new Wynstone subdivision is currently undergoing its final plat review by the city of Federal Way. Recently, a concern was brought to my attention by the city that the placement and location of one of my temporary site trailers was inadvertently sited within the allowed twenty foot front yard set back requirement for the multifamily zoning designation of lot 45. The trailer is occupied during working hours by my full time sales staff during the week. Temporary utilities and communication lines were permitted by the city several months ago and are connected and in use at this time. When the Wynstone plat has achieved final plat approval by the City Council, which is now scheduled for October 14, 2008, it is my intention to submit a building permit package for my first model home. Upon construction completion of the model it is my intention to relocate the trailer sales staff into the model home as their place of business. Accordingly, at that time I intend to relocate the temporary trailer to more compliant location within the plat. Therefore, with this letter I respectfully submit that Director offer his consideration in allowing the temporary trailer to remain at the existing location as a matter of convenience and cost efficiency while the permanent structure is built. Additionally, attached for your review is a recent survey of the trailers location showing its siting just outside of the cull -de -sac right of way. I thank you in advance for your continued cooperation. Sincerely, Michael Kerschner Wynstone Properties L.L.C. enclosure: FW #05-103031-00 EN 9.17.08 CC: Jim Harris, dlgVlje 1000 SW Campus Drive 0 Federal Way, Washington 98023 0 27 Ld La co 40e740000P WYNSTGNE Federal Ways Premier Custom Home Community September 17, 2008 Mr. Greg Fewins Interim Director Community Development Services PO Box 9718 Federal Way, Washington 98063-9718 Subject: Wynstone Subdivision: Request for Administrative Decision Permit Number: 05-103031-00 EN Tax Parcels: # 192104-9044 & 192104-9030 Dear Mr. Fewins, As you are aware the new Wynstone subdivision is currently undergoing its final plat review by the city of Federal Way. Recently, a concern was brought to my attention by the city that the placement and location of one of my temporary site trailers was inadvertently sited within the allowed twenty foot front yard set back requirement for the multifamily zoning designation of lot 45. The trailer is occupied during working hours by my full time sales staff during the week. Temporary utilities and communication lines were permitted by the city several months ago and are connected and in use at this time. When the Wynstone plat has achieved final plat approval by the City Council, which is now scheduled for October 14, 2008, it is my intention to submit a building permit package for my first model home. Upon construction completion of the model it is my intention to relocate the trailer sales staff into the model home as their place of business. Accordingly, at that time I intend to relocate the temporary trailer to more compliant location within the plat. Therefore, with this letter I respectfully submit that Director offer his consideration in allowing the temporary trailer to remain at the existing location as a matter of convenience and cost efficiency while the permanent structure is built. Additionally, attached for your review is a recent survey of the trailers location showing its siting just outside of the cull -de -sac right of way. I thank you in advance for your continued cooperation. i ncerely,ichael KeLoperties ynstone enclosure: FW #05-103031-00 EN 9.17.08 CC: Jim Harris, dlg/jj/je 1000 SW Campus Drive ♦ Federal Wav, Washington 98023 �o m L� d� m z I � I I /*fTlGw Lr) �- m I— m --4 o 2E: -< H t� 1 � CD 0� '-3 p N (D GJ cn Ooe7oe*o () WYNSTGNE Federal Way's Premier Custom Home Community September 17, 2008 Mr. Jim Harris City of Federal Way PO Box 9718 Federal Way, Washington 98063-9718 Subject: Wynstone Subdivision: Saghalie Park Bonding Permit Number: 05-103031-00 EN Tax Parcels: # 192104-9044 & 192104-9030 Dear Mr. Harris, Please accept this letter as confirmation that the completed landscape planting that has been placed to the west side of SW I e Avenue at the entrance to the Wynstone plat is fully bonded within the existing bond as filed with the city, (bond number # 577907-5). A more specific reference to the area in question is attached to this letter as a portion of the approved landscape design, page L-4 (noted as "landscape alternate I"). This area has always been indicated on the construction drawings as a significant slope cut requiring the eventual reclamation of the plant life. As such, even though a final approved planting plan of the "alternate area" was not decided initially, we have always included funding for such. Thus, the bond has always covered the monetary allocation for that specific area. Regards, enclosure: FW#06-103031-OOEN9.17.08 CC: Jim Harris, dlg/jj/je 1000 SW Campus Drive ♦ Federal Wav, Washinaton 98023 William Appleton From: Mike Kerschner[mkerschner@aspenpropertiesnw.com] Sent: Wednesday, October 29, 2008 5:43 PM To: William Appleton Cc: Don Gardner; Jim Harris Subject: Fw: Wynstone Final Plat Mylars Will, The city is not authorized, and has never been authorized to communicate with any of my creditors, specifficaly my construction lenders. As such, please be advised with this communication that any further communication with any secured, or unsecured, creditor relating to either the Wynstone or Campus Crest projects is strictly forbidden by the owner and will be viewed as direct tortious interference with my business relationships. By virture of the fact that the current business enviornment encompassing the financial, and housing industries is morose at best, any outside interfereance by the city, in any fashon, is unwelcome, unauthorized and may cause substantial injury to the owner. As discussed previously with you and Jim Harris, Venture Bank has no equitable right to this property, nor has any right been promised as such. Venture Bank is only a secured creditor on this plat, as are others. They are not an Owner, nor do they have a legal "right" as you mention below, to sign as an ownership entity on property I own. They are also not responsible for real estate taxes owed on the property as I am, as the owner. Nevertheless, if every deed of trust holder on the parcel of land is required to sign final plat Mylar's then we will have more than Venture bank as signatories. I respect that Mr. Spaulding may desire to accompany our signature with his own but, that is not a construction loan obligation nor or a requirement of Venture Bank as expressly indicated in the loan documents. Moreover, our loan agreement expires with Venture Bank on November 10th, twelve days from now, and there is no effort as of yet to enter into a new agreement whatsoever. In fact, the distinct possibility exists that we will look at alternate lenders anyway as Venture's newly released 3rd quarter report was not a promising outlook on thier own future. In short, there is no requirement either in the FWCC or the Washington State RCW that any random secured creditor must be signatory to a final plat recording. I would suggest that the city proceed with the recording process as envisioned previously, as expediently as possible, as I have several lot and home sales escrow proceedings following quite soon. As promised, a check will be provided to the city by Tuesday of next week for all outstanding costs and fees as reviewed last week. I expect that the city will proceed diligently in this matter as to not delay the subsequent closings scheduled to take place, thus causing any undue delay and subsequent injury to the owner of Wynstone. In that regard, I will make it my duty to inform Mr. Spaulding of the decision to record without his signature. Thank you in advance for your diligent facilitation of the task at hand. Regards, Mike Kerschner 253 222-0255 direct ----- Original Message ---- From: William Appleton To: 'Mike Kerschner' Cc: Jim Harris Sent: Wednesday, October 29, 2008 9:12 AM Subject: Wynstone Final Plat Mylars Mike, I spoke with Mark Spaulding at Venture Bank (Dupont Office) regarding them being included as signators on the final plat document. He got back to me and indicated that they do want to be included on the plat document. So what we will need to do is have the first sheet of the plat document changed to include venture bank as an owner, have you and them execute it and then bring it in for execution by the Directors and Council. I am not sure if Mark is who you have been dealing with in the past, but his direct number is 253.534.3124. If for some reason the Banks position changes again, then we will need something i, %iting from the bank saying they waive th ight to be included as signators on the plat. Will Greg Fewins From: Peter Beckwith Sent: Tuesday, November 25, 2008 3:34 PM To: Greg Fewins Subject: RE: Wynstone spoke with Jim and Will about this this morning. It's going to come down to a policy issue of whether the City requires mortgage holders to sign plats. Jim was going to do some research and talk to you about it. After you talk to Jim, if you have any questions let me know. Pb From: Greg Fewins Sent: Tuesday, November 25, 2008 3:27 PM To: Peter Beckwith Subject: FW: Wynstone Importance: High Peter- where are we at on this signature issue. Last you, Isaac and I talked on Thursday, we were holding tight for signature on the plat by all parties with ownership interest. Has anything changed? Greg From: Jim Harris Sent: Tuesday, November 25, 2008 3:23 PM To: Greg Fewins Subject: FW: Wynstone Importance: High Greg: here is what I got from Peter B. et al From: Mike Kerschner[mkerschner@aspenpropertiesnw.com] Sent: Tuesday, November 25, 2008 12:20 PM To: Jim Harris Subject: Fw: Wynstone Jim, I will be in today to sign the excise tax affidavits as I have signing authority as well. Sorry about the oversight yesterday. There is no issue regarding plat signatures as far as we are concerned. Mr. Beckwith received the following e-mail from Mr. Day, my attorney, this morning. Regards, Mike From: Jim Day Sent: Tuesday, November 25, 2008 9:09 AM To: 'Peter Beckwith' Cc: 'William Appleton' Subject: RE: Wynstone Importance: High 1 Peter, i I am advised that all outstanding fees and taxes associated with the Wynstone plat recording were paid directly to the City yesterday. I am also advised that representatives of the City indicated yesterday that all materials needed to facilitate the recording were on file. We therefore anticipate and expect that the plat will be recorded today, or tomorrow at the very latest, as Wynstone has a number of closings scheduled. Please let me know immediately if there will be any delay in the recording of the plat. Thanks Jim From: Jim Day Sent: Wednesday, November 19, 2008 4:29 PM To: 'Peter Beckwith' Cc: William Appleton Subject: RE: Wynstone Peter, The applicable statutory law is RCW 61.24. The grantor "executes a deed of trust does to encumber the person's interest in property as security for the performance of all or part of the borrower's obligations," RCW 61.24.o2o(i), not to convey a fee interest. A deed of trust is subject to all mortgage laws. RCW 61.24.020. "A mortgage does not vest legal title in a mortgagee. It only creates a lien upon the land in favor of the mortgagee as against the interest of the mortgagor." John Davis & Co. v. Cedar GIen # Four, Inc., 75 Wn.2d 214, 221-22 (1969). "A deed of trust creates a lien on the property it describes." BNCMortgage, Inc. v. lax Pros, Inc., 111 Wn.App. 238 (2002). Please let me know if this is satisfactory. Jim From: Peter Beckwith [mailto: Peter. Beckwith@cityoffederalway.com] Sent: Wednesday, November 19, 2008 2:32 PM To: Jim Day Cc: William Appleton Subject: RE: Wynstone Mr. Day, If this is indeed fundamental property law, please provide me with the applicable law. Past practice of the City has been to obtain the signature of mortgage holders - in this case it is a deed of trust with conveyance language. I am sorry this baffles you but as the City will be the property owner of the dedicated property it wants to resolve any potential issues up front. Peter Peter B. Beckwith Assistant City Attorney City of Federal Way (253) 835-2572 r pbeckwith@cityoffederalway.com From: Jim Day [mailto:jday@bskd.coml Sent: Wednesday, November 19, 2008 1:21 PM To: Peter Beckwith Cc: William Appleton Subject: RE: Wynstone Peter, I cannot further prove a negative. I can again direct you to Venture's deed of trust, which plainly creates a only security interest in favor of the bank, not an ownership interest. An ownership interest would be created by a deed. Venture holds no deed to any portion of the property, and I do not understand the City to be claiming otherwise. I also again refer you to the title report, which reflects that only one party is the owner of the project - Wynstone. If Venture held any ownership interest in the property, the title report would so reflect. The title insurer is plainly insuring title based upon Wynstone being the sole owner of the property. The bank also does not contend that it is an owner of the property. Rather, the City incorrectly interpreted the deed of trust the bank holds and contacted the bank to ask whether it wanted to be a signatory to the final plat. That the bank asked to be a signatory did not give it any right to be such. Accordingly, we do not need the bank's approval to proceed without it. (The City should not have contacted the bank directly in the first place.) Have you contacted the title insurer? Perhaps they can do abetter job than I am explaining why there is but one title holder here. But all this is fundamental real property law and I continue to be baffled as to why this remains an issue for the City. Please let me know immediately if this issue remains unresolved. Thanks Jim James L. Day Bush Strout & Kornfeld 500o Two Union Square 601 Union Street Seattle, WA 98101 Phone: 206.292.2110 Direct: 206.521.3858 Fax: 206.292.2104 Cell: 206.817.8924 idgy@bskd.com wvviv.bskd.com IMPORTAKT1CONFIDENTIAL: This e-mail message (and any attachments accompanying it) may contain confidential information, including information protected by attorney -client privilege. The information is intended only for the use: of the intended reclpient(s). Delivery of this message to anyone other than the intended recipient(s) is not intended to waive any privilege or otherwise detract from the confidentiality of the message. If you are not the intended recipient, or if this message has been addressed to you in error, do not read, disclose, reproduce, distribute, disseminate or otherwise use this transmission, rather, please promptly notify the sender by reply e-mail, and then destroy all copies of the message and its attachments, if any. IRS Circular 230 Disclaimer: To ensure compliance with requirements imposed by the IRS, we inform you that to the extent this communication contains advice relating to a Federal tax issue, it is not intended or written to be used, and it may not be used, for (i) the purpose of avoiding any penalties that may be imposed on you or any other person c --)ty under the Internal Revenue Code or (ii) promotir�narketing to another party any transaction or matter addressed herein. From: Peter Beckwith [mailto:Peter.Beckwith@cityoffedera[way.com] Sent: Wednesday, November 19, 2008 11:32 AM To: Jim Day Cc: William Appleton Subject: RE: Wynstone Mr. Day, The Federal Way City Code 20-133(a)(22) requires that if a plat is subject to dedication, the dedication shall be signed and acknowledged by all parties having an "ownership interest in the land." It is my understanding that Venture Bank, the Grantee on the Deed of Trust, has expressed an ownership interest in the property. If Venture Bank should not be a signatory on the plat, please have your client provide the City with documentation from Venture Bank to that effect. Peter Peter B. Beckwith Assistant City Attorney City of Federal Way (253) 835-2572 pbeckwith@cityoffederalway.com From: Jim Day [mailto:jday@bskd.com] Sent: Monday, November 17, 2008 8:57 AM To: Peter Beckwith Subject: Wynstone' Peter, I have reviewed the deed of trust I received from your office and still do not see the issue. The document is not a deed; it is a deed of trust. The property was pledged to Venture Bank as security for a loan. It states on page 2: THIS DEED OF TRUST, INCLUDING THE ASSIGNMENT OF RENTS AND THE SECURITY INTEREST IN THE RENTS AND PERSONAL PROPERTY, IS GIVEN TO SECURE (A) PAYMENT OF THE INDEBTEDNESS AND (B) PERFORMANCE OF ANY AND ALL OBLIGATIONS UNDER THE NOTE, THE RELATED DOCUMENTS, AND THIS DEED OF TRUST. The property was not, nor was any part of it, conveyed to the bank (or anyone else) in fee. Venture Bank is not an owner of the property in any respect. As I indicated in an earlier email, all this is reflected in the title report (in this case, the Plat Certificate). I have attached another copy. On the first page it states: TITLE TO the following described land is vested in: WYNSTONE PROPERTIES LLC, a Washington Limited Liability Company There is no mention of any ownership interest in favor of the bank, or anyone else other than Wynstone. The deed of trust in favor of Venture Bank is shown on page 5 of the Plat Certificate, as an encumbrance against the property - just as it should be. I assume the City is relying on the Plat Certificate for any number of purposes in connection with recording of the final plat - as it should. The Plat Certificate identifies Wynstone as the sole owner of the property. Only Wynstone's signature is necessary to the final plat on behalf of the owner. I trust this resolves the issue and that we can now move forward. Please contact me with any questions. Jim James L. Day Bush Strout & Kornfeld 5000 Two Union Square 6o1 Union Street Seattle, WA 981o1 Phone: 2o6.292.2110 Direct: 2o6.521.3858 Fax: 2o6.292.2104 Cell: 2o6.817.8924 'da c-,Uskd.com www.bskd.com IMPORTANTICONFIDENTIAt: This e-mail message (and any attachments accompanying it) may contain confidential information, including information protected by attorney -client privilege. The information is intended only for the use of the intended recipient(s). Delivery of this message to anyone other than the intended recipient(s) is not intended to waive any privilege or otherwise detract from the confidentiality of the message. If you are not the intended recipient, or if this message has been addressed to you in error, do not read, disclose, reproduce, distribute, disseminate or otherwise use this transmission, rather, please promptly notify the sender by reply e-mail, and then destroy all copies of the message and its attachments, if any. IRS Circular 230 Disclaimer: To ensure compliance with requirements imposed by the IRS, we inform you that to the extent this communication contains advice relating to a Federal tax issue, it is not intended or written to be used, and it may not be used, for (i) the purpose of avoiding any penalties that may be imposed on you or any other person or entity under the Internal Revenue Code or (ii) promoting or marketing to another party any transaction or matter addressed herein. 20050622000691.001 RETURN ADDRESS: VENTURE BANK ATTN: COMI LOAN CENTER P.O. BOX 3900 LACEY, WA 98509.3800 CONSTRUCTION DEED OF TRUST DATE: June 20, 2005 Reference # lif applicable!: Grantor(s): 1. WYNSTONE PROPERTIES LLC Grantee(s) 1. VENTURE BANK 2. FIDELITY NATIONAL TITLE COMPANY, Trustee Legal Description: PARCEL 1: PTN OF GOVT. LOT 1. S19-T21 N-R4E PARCEL 2: PTN OF GOVT. LOT 2. S13 T21 N-R4E Assessor's Tax Parcel ID#: 192104-9044-09 & 192104-9030-05 Additional on page Additional on page 2 THIS DEED OF TRUST is dated June 20. 2005. among WYNSTONE PROPERTIES LLC, a Washington Limited Liability Company, whose address is 6902 FORD DR NW. GIG HARBOR. WA 98335 1"Giarrtor"); VENTURE BANK, whose mailing address is KENT FINANCIAL CENTER, 10914 SE KENT KANGLEY ROAD. KENT. WA 98030 {referred to bellow sometimes as "Lender" and sometimes as "Beneficiary"); and FIDELITY NATIONAL TITLE COMPANY, whose mailing address is 3500 180TH ST SW. SUITE 300. LYNNWOOD, WA SBD37 Ireferred to below as "Trustee"). Recorded at the request of FIDELITY NATIONAL T/MF- Order # 1�c a 3 Sa /v13j DECEIVE® FEB 12 2008 CITY OF FEDERAL WAY CDS DEED OF TRUST (Continued) Page 2 CONVEYANCE AND GRANT. For valuable consideration. Grantor canvoya to Trustee at trust with power of sale, right al entry and poccsnstnn noel far the bend fit of Lender ae Unendary, all el Gran l or's right, title, and iaicrtsl in and ro tiro following described Taal pfaperty, together with all existing of sub ugvcrrtly erected or of rAild buad'erpa. rriprayaments and fixtxim5. al{ ewernmd. fights of Way. and appurtanancos; as water, water steins and ditch right; linclwlinq stock in utilities with ditch of nrrgouon rights); and ail other rights. royal tin. shd loins fslalinq to the real propeTtY, utcludmg without Iamilaeran di mincrpl:, off. Gas, gesthounal and similar maltcrs. line "Real Property") located in KING County. State of Washington: See EXHIBIT 'A', which is attached to this Deed of Trust and made a part of this Deed of Trust as if fully set forth herein. The Real Property or its address is commonly known as 1000 BLOCK OF SW CAMPUS DR. FEDERAL WAY. WA. The Real Property tax identification number is 192104-5044-09 & 192104-9030.05 CROSS -COI! ATERALIZATION. In addition to the Note, this Dead of Trust secures all obligations, dents and liabilities. plus rs[srsrst Iharosn, of Gronrw to Lender, or any ono w more of them, as well as aff claims by Lendot against Grmlol or any ana or maim or them, whether now existing or hifoolter aris'rrp. whmlmr related or unrelated to the purpose or the Nora. whether vahTnmry or atherwiae, whatttx mire or not duo. direct i r srdifeec, dotermined or undelerrrshed. otnoluia at contingent, liquidated or unllgvidated whother Grantor may bo liable individually or Jointly with alhers. whothcr obililattd 4N fluscantor. Surety, accommodation party or otherwise, and whether facevary upon such 31"eant5 muy be or bactificr may become barred by MY 4tatuto of iimiratlons, and witolhur Shp obligation to repay mirth a MUNJp may be or hereafter may become atherwrse unenforceable. FUTURE ADVANCES. In addition to the Note, this Deed of Trust secures all future advances made by Lander to Grantor whether or not the advances ate made pursuant to a commitment. This Deed of Trust secures, in addition to the amcunit specified in the Note, future advances in the amount o1 35,OSS.000.00, together with all in terest thereon, which luturo advances Lender is obligated to male no long as Grmtw canwlres with all the forms and coneWans of the Nato or othot roan agreement: how cr, in no avant ;has such future advances (axcEudiag tntesastl exceed in the aggregate 55,055,000.00. Grantor hereby assigns as security to Lander, all of Grantor's rigtit, tide. and interest in and to all looses, Rants, and profii7 of rho Preperty. Tllis assignment t: rocardarl in accordance with RCw 65.08.070; the lion wasted try ihi: asaTpimerit is rntandad Fe be spocilie. perlemad and cheate upon she recording of this Doad of Trust. Lender prints to Grantor a ficsnea 10 calloct the Aenle and profits, which heen:e may In fevoktd at Lender's oplwn and shah be automatically raveled upon accolcratia6 e1 ill or don of rho IodDbtcdnftss. THIS DEED OF TRUST, INCLUDING THE ASSIGNMENT OF RENTS AND THE SECURITY INTEREST IN THE RENTS AND PERSONAL PROPERTY. IS GIVEN TO SECURE IAI PAYMENT OF THE INDEBTEDNESS AND (8) PERFORMANCE OF ANY AND ALL OBLIGATIONS UNDER THE NOTE, THE RELATED DOCUMENTS. AND THIS DEED OF TRUST. THIS DEW OF TRUST IS GIVEN AND ACCEPTED ON THE FOLLOWING TERMS: PAYMENT AND PERFORMANCE. Except as olhefwisu provided in ibis Deed of Trust, Grantor shall pay to Lander all amounts secured by this Deed of Trust as they became duo, and shall strictly and in a timely manner perform all of Grantor's obligations under the Note, this Deed of Trust, and the Related Documents. CONSTRUCTION MORTGAGE. This Deed of Trust Is a "construction mortgage for the purposes of Sections 9.334 and 2A-309 of the Uniform Commercial Code, as those sections have been adapted by the State of Washington. POSSESSION AND MAINTENANCE OF THE PROPERTY. Grantor agrees that Grantor's possession and use of the Property shad be governed by the following provisions: Possession and Use. Until the occurrence of an Event of Default. Grantor may (1) remain in possession and control of the Properly; (2) use. operate or menage the Property; and (3) collect the fronts from the Properly (this privilege is a license from tender to Grantor autornnmcadv revoked upon duf-10- The following pfovfcrans relate to the use of the PrDperry or to otho Iimilaoons on the Pfopmw, The Rest Property is not used principally for agricultural purposes. Duty to Maintabt. Grantor shall maintain the Properly in tenantable condition and promptly perform all repairs. replacements, and maintenance necessary to preserve its value. Nusin ca. Waste. Grantor shall not cause, conduct at permit any nuisance nor commit, permit, or suffer any atrippmg of or rrasro an or to Lha Property or any parlion of the property. N(tliuut limiting the orncr,dfly of tliu fercgomg, Grantor will not remove, of grant to any other party the right to rcmovo, any limber, mrn=4 Innduding of and gas), coal, clay, scoria, sail, gravel at rack products wilhour Lender's prior written consent. Removal of Improvemente. Grantor shall not demolish or romova rieV Imprevnntants from the Real Propt.Yty without Lender's prior written mn:ant• As a condition to %no rcmavat of any Improvements. Lender may rerluiro Grantor to make arrangements aatisiactory to Lander to replace such Improvements with Improvements of at least equal value. Lenders Right to later. Lender and Lender's agents and representatives may enter upon the Reel Property at all reasonable limes to attend to Lender's interests and to inspect The Real Property for purposes of Grantor's compliance with the farms and conditions of this Deed of Trust. Compliance with Govommontal Requirements. Grantor shad promptly comply, and shall promptly cause compliance by all agents, tenants or other persons or enlit'ws of every nature whatsoever who rent. lease or cthuw+se use or occupy the Praperry in any manner, welt all law.^, ordinances, and rr:gulaiians, now or hCrOafler N effect, of all povornmentai authorities app!loatlo to the use of occupancy of rho Properly, incfudino without dndtallon, the Americans Whit Dicabdhios Act, Grantor may contest in Used faith my such law, ordinance, or regulation and withhold compliance during any proceeding, Including appropriate appools, so long as Grantor has notified Lender in writing prior to doing so and so lono as, n Lender's sore opinion, Lender's interests in the Property are not jeopardized. Lander may require Grantor to post adequate security or a surety bond, reasonably satisfactory to Lender, to protect Lender's interest. Duty to Protaci. Grantor agrees neither to abandon or leave unattended the Property. Grantor shad do all other acts, In addition to tltose acts set forth above in this section, which from the character and usu of The Property aft) reasonably necessary to protect and preserve the Properly. Construction Low. If same or all of rho proceeds of The loan Geatino the Indablodnuss are to be used to construct er complete construction of any Improvements an the Property, the Improvements shall be completed Ad later than ZQ0'E69000ZZ90900Z 20050622000591.003 DEED OF TRUST (Continued) Page 3 the maturity data of the Nola for such collier date as Lender nqv reasonably oslablishi mid Grantor shag poV in full all costs and expense* in conneu lion' iridi the work. Lender will dlsbbrse loon proaaods under mah terms and canditione as Lender may deem roaaanitblV necessary to insure that the interest created by this Dead of Trust shall have pmrity over all pos*No lieu. mdudino those of rralcrial suppltars and workman. Lender may require, among ether Thfnas, that di3bursamont roquasts be supporlcd by recaiplod hills, exponse alfidavits, waivers of Bona. aon5tfuovon progress reports, and such olhar dncumentalnan as i-ender may reasonably earnest. DUE ON SALE • CONSEW BY LENOM Lander may. at Lander's option, IN doelvo nmmedlotofy duo and poyabla W sums socurad by this Dead of Trust or (B) invema the nntaract rate provided list in file Nola or attar documtrm euldanelna the Fndehlodness rind impose such other conditions as Lender dooms appropriate, upon Elio sale of transfer. without Lender's pnor written consent, 131 an or shy ¢art of the Real prapctry, ar onv inlarasl in the Flaai property. A 'solo or lranslar" means fhe cYnvayanva 91 Rest property or any right, tine or inioroot in Oa Real Property; Wholhur legal, benelfaiat or oquiSaHo: whntler voluntary of invafuntory. whetter by outrlghl solo, dood. unrallment a�lo contract. fend eonleact, contract lot dead, la42chold imaest with a scrm greater than three {yl year*, leasreptan contraeG ar by solo, ass tanm ens, or Vansrer al any bCftafleial imera it in or to any land tiu St holding thin 10 Iha Anal property, or by any a lh er method of convVYa :cis of an interest in the Real Property. If any Grantor !s a torpor aeon, parin crship or limited Ilab!iiv company, tranafor also mcludas any than go in ownership of more Eh an twentOw Meant 42.5%) of this voling *rock, partnership in)stasis or, fimnited! liability camponv in twesl a, as the cnzv may be. of such Grmnto r. Howavae. this apt tan shall net be exercised Gy Lender if such excreiia is pi ohibiiad by fed oral Paw or by Wwhfngn an law. TAXES AND LIENS. The following provisltms ralatina to the taxes and lime on the Property are part at this Dead of Trust: payment. Grortur shall paw when titre {and in all aveats pnol to de"quencyl all taxes. spacial taxes, asaassmumf a, thorgas OnOuding wolar and sower), linos and iltpoailians lowed against or an account of the Property, and shell pay when due, all damn for work done on or ter sesvices rcndcred or molerial fumishcd to the Prapeny. Grantor shaft maintain the Picurcty free of an liens haying priority over or equal to this mtmast of Lender ender ibis Deed of Trust, except for tho Ilan of Eax*s and aasmtmmla not due and except as olherwnse provided by ihi: flood of Trust. Flight to Comesf. Granter may withhold payment at arty tax, aslessreml. m dawn to connxttcn vriEh a [Food With dlspula aver the *bligatioli to pay, so long as Lender's lnterost Irk the PropatW Is not loopardfzed. if a liar arises or to Filed at a result of nenpayment, Granter shall within (Room II5f daya after the lien arrsae or, if a lien nor filed, wl thin fihacn 115) days alter oranlar has halite of She Ming, se ruse ma dlschon go of the lien, at it taqu noted by Land cr, dopaaft with Lander cash or a *off is tent cmoteasn avraty bond or of her sactiekiy salisfactuov to Lender in an amavnt cullicfent to discharge the live plus any costs anti ottem ays' leas, at other char Van that could accrva as a result of a foreclosure or said under the lien. in any contest. Grantor shall defend Itself and Lender and Old% 2auafy any adverse fud{tmanl before enforcement agoonS the Ptoperllr. Gramm shall name Lander as an, additional obll000 under any surary bond furrikhcel In the contest procaedings. Evidrmca of Pavrnoat. Granter than upon domand furnish 10 Lvndw Galialaetoly uvidenca a1 payment al the Texas or oascs2 Ln and *hall outhonie the appropriate aovemtnentel official to deliver to Lorrdar, at any ume a William statement of the taxes and assessments against the Property. Wouc■ of Cons Lint cbon. Grantor :hall nali iv Lender at Icost Fifteen 05) days Waco any work ss commcnaod any ¢ervie ac me fumiahad, or anv materials ate supplied re the Property, If any maehanfa'a Ilan. matarialseveia lion, or other Iron could be asserted an account of the work, 3tIVAe1, at mnl"Wls. Granter win upon reVaet OF Lender furnish to Lender advance wsuronaes sallsloctory to Lander that Grantor can and will pay shat cast of such improvements. PROPER FY DAMAGE INSURANCE. The following provisions relating to insuring the Property are a port of this Deed of Truss Malmonance of Insurance. Granter shall ptarynfo and rnamam polities al five insurance with mandard amondud coverage endorsements ore a lair value barns lot Ilia fail msurablo Yalu* coyerino all lmprov UnI nth on the Real property In an amount WIFIGIrnE to avosd application of any com;uroner daasa, and wdrt a standard rnorcaagee clauxo m Iever of Render. Grantor shop also praeura and memtsm eampfehmsivo gun*rat f iabilky insurance fir such coverage amounts as Lender may raquass with Trustoo and Lander being named as additional lnsurdC- M such liability Insuranen patictas. Addlfianmm ally, Giant" shall nsmn such atllcr —afon cis. including but net lliefted so hotord, ousel ass mtamrphon. and bailor insurance, as Lender may reasonably fnquve. Pclictas *frail ba rnillure in letter, amounts. coinagesn and bans r atuanably acceptable to Lender arrd Issued by a company or corpon+oi reasonably acceptable to Lander. Gramor, upon request of Leander, will daiivar to Lend" From line to tma the Policies ar coruNcalm of Insurance In farm eailsfaetory to Candor, including sttpulallrrns that covareaac will not be cancelled or diminished without at Isaac tan (10) days prim wnaon moires is Lander. Each tnsuranco gelfay a120 shag include an endorscmrnt providno that coverage in laver of Lender wil not be unpaired fir anv way by any net, omiaaion or default e1 Gr-antor or any other person. Should the Real Property be located in an area designated by the Dlreciat of the Fcdcrral Emergency Monnoemem Agency as a spndat flood hashed area. Grantee aarnes to ah[aur and mantai n Federal Fiend Insurance, if woa5b1a, wiiWi n 45 days aftee notice is gNe!n by Lander that the Property is [coated in a spacial flood hazard moo, for the full unpaid principal balance of the loan and any prior Rona on the properly svcudnp the loan, vp to the merttaium pollav limilo net under the National Flood Insurance Ployfnm. ,or as alhCrrwss required by Lender, and to maintain such ansuragee for tha Seim at the Ican. Application of Prnceai:W Cranial stall promptly notify Lorides of any loos at damage to on properly. Lander may make proof of foss if Grantee Iola to do 30 within lilioon 115) days of the casualty. Whether at not Landar'7 vacusity, rs impamcd. Lan dar may, at Lmdet'e election, roaniva and eatom ine prat cc di of any insu ranee and apply the procaods to the reduction at the lndabtedno.s, payment of any lien affecting the Peoparly, or the rostwauon and repair of the Property. If Lander vlocla to apply Eft& pf WnQds to im,terab*n and repair. Gin111W shoal rapoif or raplar_e the Ovmetfcd or destroyed Improvomeatc in a m.'vmof aficfactory to trttu. Lander shak, upon sallsfaatoly Proof of such oxpendllueo. Paw or rairnbunis Grantor hem tho pmeeads for tho reasonable oast of report at rostmatlon it Grantor is not in default under this Dead at Trust. ArIV praretxis which have not been disbursed within 18d days char their recoipt and which Lender hag not committed [e the repair or roslilfation 101 fire Pf opal ty shall ha used fast to pay any amount owing In Lander tender this Dead of Trust. tsl an to toy accrued inloroa[, and the remnlerdw. it any, shall be applled to the prm*rpol balance OF the Irndabladnass. it Lender holds arty pfacovdi after payment in fall of She Iredebtad'nese. [vch ptacaad: shelf bo poll] without totefeal to Grontef 02 GruntaE'a interests may appear. Grantor's Ropert on Inourarece. Upon request of Lander. however not morn than once oyeat, Grentar ::hall furnish to Lender a rap*n an oath exntbrg Palley al le3wmcc yhowmg: 01 the items at the maurar; 121 who risks ,nsurad t31 the amount of the policy; tat two property ns+lradr the [hen current mplacarnant value of snlch property, and lho manor of dotnrmining that velua; and t57 out exprearon data of The poticv. Grantol shall, upon request of tender, have an rndapvnduril appraiser Paticfoc[ory to Lender dwormwe the cash value replacement cost of the Property. DEED OF TRUST {Continued) Page 4 LENDEH'S EXpENPITt7F1ES, if any nation w psoaaodiag a cGmfmnG rxf III at ywuld rna to lal ly at lees Lender's atterest to the Plaperly or if Granior Fait: to comply with amv prevision of this Dead of Trust Of aay A0mad Doeumvrim. tnclud'irq but not Smited to Grantor's faifuro to dfadiarga or pay whon due any amounts Qtenror rx required to discharge or pay tindai this Dead of Trust or any Re]ated Doaumenis, Lander an Graniol s behalf may Fbut shall not be. abligAtcd tar take env action drat Lander daema appeoprtato, Including but not limited to di'Wharoing or panrkQ Ill taxes. lisps. soaufitV In press, ancurmb ramie es and eiha mishap. at arty Lana foxed or pit Deed on the property and paring all "sis for instill mmntaining and prose, N"V the Property- All such expuridiWaI ncuffed or paid by Landers for such mtp eras wilt then bear Intarost at the rate charged under Uso Note from iho data in urrad of paid by Lender to he date of rapaymnant by Grantor. Ali such expanses will beeorno a part of the lndehratsaemY and. at Ltnder's 01131013, wiB 1AI be Payable all derttantk 1111 be added to the balance of Ina Nato and bo apponienud arnwritii and be peyabla wllh tiny :nstallment payments I became this durnU eith ce ill the Iqm a any adpfcablo utsurance PolicV, or 12) the femamfna term of the Nato: or ICl be urtaled as a balloon payment which will be due and payable at dirt Nolo's muluitty. The Dead of Trust also "IVaacwo puymml o1 those amounts. Sucft right shall be, in addition to all other rights and rmnedie^. to which Lander may be anti tiod upon DafaUlt. WARRANTY: DEFENSE OF TITLE The IoVownU prnviseons relafirl to etmership of the P+opatty era ti Part of this Dead ar Tina[: Title. 4ranlar wwtpnu that: [aj Granlar holds goad end mwrl:otoLlo title of record so Lhv Psopat ly n !ac :mtpie. Free and minor of all liens and enWmbraneo'r olhcr than tho:o Sot forth in the deal Property daserrytfan or in any Wit nsuranaa policy. sillo export, or final lift opinion isnuad in Ivor of. and occupied by. Lender in connection with this Dead of Trust, and tb1 Granter has the fu11 fifht, Powai. and authority to axacu in cad dolivar this Dead of Truce to Wide. Cclanco of Tilla. Subject to ItIa oxcepilm In the pataoraph above. Grantor wotrantz and will foram defend frtc tips to the Property against the lawfut claims of 44 poisons. In ifto wont any "twin or procatidkV m cammoncod that queslions Granter's Cilia or the inlum3t of Trusiae or Lender under this Dead of Trust. Grantor ahafl dalomd the action at Granter': expense, Grantor may be the nominal party to such piococrpng. burr Lender shall Ito ontidad ha participate in the precaoding and to be represented In lha preaaedktp trycoumsai of Lwdcr'e aem choke, and Granter will daifvarl or cause to AD dd WIsterl. trt Lender such Irotturmoid r. Lender may request from time to Irate to permit suth pat licipation. camplianca With Laws. Grantor warranlic that the Properly and Grartti r z Leo of the Property cam .rich all vx piing up pfic iblc lawn. ordihon cos. and to got al ions of governrnchrat atrtttatfl lie. Survival of Repterantailom and Waimil". All represen[attnts, y,arrae[les, and agfsc menu made W Graotm in this Deed of Trust shall survive Ilia 00culran and delivery of this lived of Truax, shill bit continuing in nature, and shall remain h lots force and effect until such time as Grantat'c Indebtodnomm shoo be paid el. lull. CONDEMNATION. The lafrowtng pra%liz one lololing to candamnamon procooditga we ci part of this Deed of Trust: Prei"ad"args. f1 any ptaeeedmq in condcnunalion Is bled, Grantor wb.Al promptly notify Lender to writarg, and Grantor shall promptly take such s1cpa as may be necessary to defend the action and obtain the award. Grantor may us the nominal party in such pros vodng, but Loader shalt be entitled to par licipyte in the ptoc ceding and ID be rcprcmcated in the procea"a by epyMel of its anvn chol is at or Grantor's ax9vm;e, and Siran[af toll deliver at cuuso ID ba doiNered to Lander mush Insmsmmts and doevrnsn[ahron as may by eaquestod by Lender from tune to sutra Ta permit such parlicipation. AppEcatfon of Net Peacocds. If z1f or aay purl of the "arty is crtndartined by cminont domavt proceedings or by any peonnaft; or purchase n iicu al can dvmnatlon, Lender may at Its oftretion require ihat all or any portion a the nor praco+. fs of the sword be gWiad in the fndabtadmrn or the repair ar rostorogan of the Property. The net procaads OF the award shall mean She award after payment of all raasat"ft costs, *itpensem, and aromoyo' foal recurred by Truatem or Lender in connection with the condemrralian. ImPoSMON OF TAXES. FEES AND CHARGES 6Y GOVERIUMEHTAi AUTHCEUTIES. 7110 tallowinU prtrvistans relating to do varhmental saves. facts and eh aril= are a pan at this flood of Trost: CwtcntTime v. Fees and Chussms. Upon so Was$ by Lendcr, Grantor shall exca Art' such'fan' is fn addition to this Dead of Truc[ and take whahevm other scam to toques[od by Lander to pause[ and cortivwe Lcndar's Ilan on the Real Propiury. Grantor shall rarnburzo Lando, Far on rotas. so dascribad haloes. tagethar will, ail otm e6x ea incurred in rariNvi perfecting or conlinufng this Dead of Trust, including without limitation use taxes documentary stampe. and other charges for retarding or ragtsto-9 this Deed of Trost. Taros. The following shell constilute texas to which this aocuen aPPlics: (1) a spociNc tax upon firs type of Deed at Trust or rrpom all or arty pan or oho hdobrednoG[ secured by this Dead of Trust; 121 a tpecific to on Grantor which Gremar a uuihatited or Iaquilted to daLou cl from payments on the Indriewdnass scaurad by this typo of Dead of Trani: (3) a tax on this kyrin of Oavd or Truer ch erUmbla agninet the Lander at the holder of Ihn Note; and (0 a spcdfia lax on UB or tiny porl,an of the Indebtedness at on paymenu of pthsclpal and intcrest mode by Grantor. $µb,,squenl Taxes. If env tax to which Urta section applies is enacted subsaquarn to the date of this Dead of Trust. this event shall have the .game effect as on Ewmt ur Dtfauic, and Lender may exercise any at %It of Its avaioblo fomodlat far an eVant of Default OF, proyidad bDior, unla= GF900F rtilhvr t11 pays 'he tax bolom it becomes dolinquant, Or (2) omit", This tax D7 provided .above a the Taxes and Lions Section and deposits with Lendel cash at o srllficimt "rporato surety, bond or other soeurtly 3nimlactory to Lender. SECURITY AGPICEMENT: FINANCING STATEMENTS. lira lonawurf prnymwriz rcl DtnU to this Dead of Trust an 0 occarhy agr tam ear are o Dart of this Deed of Trust: Secuthy Agreement. This insrrtlmrnL shall eonsiftca a Security Agradrisct[ to the C,nLYnl any OF I" Property Gnnslihlles FiKU011, and Lander shall have all of the tights of a secured petty under The Uniform Commarciul Cade as amended from time to Alma. Security Interest. Upon raquesr. by Lender. Grantor :hall take whaterver action is rartuostais by Lender to perreat and catinnue Landm's security lmuta7[ in lha Ren Ls and Personal Pieper Lv. In adnfition to roewd'ng this Daed or Trust in the real prdpurty record%, Lender moV, of any time and without ratihcr :uthorizasian from Grantor, fife exaaulad cduntafpar", enpras or reproductions of this Dead or Trust aP a finemcmp statement. Grantor shall reimburse Lender for off oxpenses incurred ire perfeoling or continuing lhis security interest. Lipari default, Grantor shelf not remove. savor or doluch the Personal Property from the property. Upon datauU. Grantor &half HmeEnrhla urtY personal Property not affixed to ate Property in a manner and at a pled roa6anably canvcmmt to Grantor and Laadar and make it available to Lmrdor veilhin three 131 dale oleo Iaaarpl of written demand from Lander In the ux[cat PVr tkt*d by apptfenbtc law. Addeassan. The rmaitin¢ addresses of Grantor Idabtorl and Lender {aecured ¢amyl from which information cmeamng litu security interest granted by this Dead of Trust may be obtained (each as required by that Uniform 1,00369000ZZ90900Z 20050622000591.005 DEED OF TRUST (Continued) Page 5 CommcrclaI Code)) ho a Stated on thq firsl peg& of Ibis good of Trust.,_ -- FURTHER ASSURANCFS: ATTORNEY-1,N-FACT. The following provisions relating to further assurances and attorney -no -fort are a part of this Deed of Trust: Further Ascurancee. At any time, and from time to time, upon request or Lender. Granter will make. execute and dofiver, or will causo to be made, executed or dorrvered, to Lender or to Lender's designee. and when toquusted by Lender, cause to be fled, recardud, raffled, or rerecorded, as the case may be, at such times and in such offices and places as Lander mev deem appropriate, any and ON such mortgages, deeds of trust, security deeds, security agreements, financing statements, continuation statements.. Instrumonts of further assurance, certificates, and other documents as may, in the sole opinion of Lender, be necessary or dosrable, in order to efloctuate, complete. perfect, cantinuo, or preserve 11) Grantor's obligations under the Note, this Dead of Trust, and the Related Documents, and (2) the liens and security interests created by this Deed of Trust as first and prior lions on the Property, whether now owned or hereafter acquired by Granter. Unless prohibited by law or Lender agrees to the contrary in writing, Grantor shall reimburse Lander far all casts and expenees incurred rn connection with the matters referred to in this paragraph. Atfomey-m-Fact. It Grantor fails to do any of the things rofwrad to in the preceding paragraph. Lender may do so for and In the name of Grantor and at Grantor's expense. for such purposes, Grantor hereby irrevocably appoints Lander as Grantor's altafeeli-in-fact for the Purpose of makinti, executing, delivering, fling, recording, and doing all other things as may be necessary or desirable. in Lender's solo opinion, to accomplish the matters fofarrod to in the preceding paragraph. FULL PERFORMANCE. If Grantor pays all the Indebtedness. including without limitation all future advances, when due, and otherwise performs al the obligations imposed upon Grantor under this Deed of Trust, Lender shag execute and deliver to Trustou a request for fail reconveyanco and shell execute and deriver to Grantor suitable statements of termination of any Financing statement on file evidencing Lrndar's security interest In the Rcntg and the porsoeal Property. Any reeonvavance tee shall be paid by Grantor, if ptxmittod by appbcable law. The grantee in any reconvayanco may be doserihed as the "person or persens legally entitled thereto", and the recitals in the raconveym en of any matters or foots shell be conclusive proof of the truthfulness of any such matters or facts. EVENTS OF DEFAULT. Each of the folowing, at Lender's Option, shall constitute an Event of Dcloult under this Deed of Trust: Payment Default. Grantor fails to make any payment when due under the Indebtedre,ss. Other Defaults. Grantor falls to eomphr with or to perform any other term, obligation, covenant or condition contained in this Oeed of Trust or In any of the Rotated Documants or to comply wish or to perform any term, obligation, covenant or condition contained in any other agreement eetwoen Lender and Grantor. Compliance DofaulL Faaure to comply with any other term, obligation, covenant or condition contained in this Dead of Trust, the Note or in any of the Related Documents. Default on Other Payments. Faiuro of Granter within the time requrred by this Deed of Trust to make any payment for taxes or insurance. or any other payment necessary to prevent riling of or to effect discharge of any lien. Default in Favor of Third Par6aa, Should Grantor default under any loan, extension of credit, security agreement, purchase of sales agreement, or any other agreement, in Favor of any other creditor or parson that may materially affect any of Grantor's property or Grantor's ability to may the Indebtedness or perform their respective obligations under this Dead of Trust or any of the Related Documents, False Statements, Any warranty, representation or statement made or furnished to Lender by Grantor or an Granlor-s behalf under this Deed of Trust or the Related Documents is false or misleading in any material respect. either now or at the time made or furnished or becomes false or misleading at any time iticroofler. Detective Callateralzatren. This Deed of Trust or any of the Rotated Documents coasts to be in lull force and affect (including failure of amr collateral document to create a valid and perfected securay nnlerast m Ilan) at any bmc and (ar any rcoson. Death or Insolvaney. The dissolutfon of Grantor's Iregardtoss of whether election to contemn: to mode), any member withdraws from the limited liability company, or any other termination of Grantor's existence as a going business or the death of any member. the insolvency of Grantor, the appointment of a receiver for any part of Grantor's properly, any assignment for the bonclit of creditors, any type of creditor workout, or the commencement of any proceeding under any bankruptcy or insolvency laws by or against Granter. Creditor or Forfeiture Proceedings, Commencement of foreslocura or forrafture proceedings, whether by judicial proceeding, self-help, repossession or any other method, by any creditor of Grantor or by any govemrmenraf alloot y alienist any property securing the Indebtedness. This includes a garnishment al any of Grantor'c accounts. incudfhg deposit accounts, with Lender. However, this Event of Default shall not apply if there Is a good faith dispute by Grantor as to the validity or reasonableness at the claim which is the basis of the creditor or forfeiture proeeadRug and If Grantor gives Lander written notice of the creditor or forfeiture proceeding and deposits with Lander monks or a surety bond for the creditor or forfeiture proceadng, in an amount determined by Lender, in its solo discretion, us being an adequate rasarvo or bond for the dispulo- greach of Other Agreement. Any broach by Grantor under the terms of any other agreement between Grantor and Lender that is not remedied within any [Pena period provided therein, including without I -urination any agreement concerning any ndobledmcss or other obligation of Grantor to Lender, whether amling now of later. Evento Affecting Guarantor. Any of the plucoding events occurs with respect to any Guarantor of any of the Indebtedness or any Guarantor dies or becomes nneempotent, or revokes or disputes the validity of, or liab3iily undetr any Guaranty of the Indebtedness. In tho event of a denih. Lander, at its option, may, but shag not be required to, permit the Guarantor's estate to assume unconditionally the obllgolnons arising under the guaranty in a manner satisfactory to Lender, and, in doing so, cure any Evont of Default. Adverse Change. A material advorae change occurs in Granter's financial condition, or Lander believes the prospect of payment or Wormanoa of the indebtedness is anpavad. Insecurity. Lender In good faith believes itself Insecure, Right to Cure, If tiny default, other than a dolaull in payment is curable and if Granter has not been given a notice of a breach of the same provision of this Dead of Trust within the preceding wrdva It 21 months, it may be cured if Grantor, a(ter raeoivang written notice from Lander demanding cure of such dorault: 11) cure, the default within ten 001 days: or (2) if the core requires more than len I10) days, immediately initiates steps which Lender dooms in Landor's solo discretion to be sufficient to cure the default and thereafter continues and complelas all ruosonobla and necessary steps sufficient to produce compliance as soon as reasonably practical. RIGHTS AND REMEDIES ON DEFAULT. If an Event of Default occurs under this Deed of Trust, at any time ilivreafter, DEED OF TRUST Page a (Continued) Trustee as Lender may O"Icldp "it anc or fnora of 1ho Iollorrinfl rights and rcnwdies: 13eelron at Ramcdl ac. Election by Lender to pursue any rauladv shall not excaudo puiaun or uny others remedy, and an dreapn It) rrtal:e mgfendiStrres art to take action to perform an obi-rgarran OF Gfontor under this bead al Tra.t- altcr Gr Lori to [eik+r¢ iv perform, shall not al Fee Lenders eight to declare a drloull and exeictse It: rixnudic5. Arcerarals Indebtedness. LendatShag haye ent Penalty theright ttf t i ts due and pevable. nclu ding JAY Prepayment optioto declare the entire. Indebtedness immediately vou[J kw required it) patP Y m Foradorteb. With ro SPecl to all or any part a1 )Tin peal Propatty, the Trusloo shall havo the right to exercise its nariea out; sale. and Lauder al+all have Cho) fight 10 foroohoca by iudicioh power of 5Nu and to farcofaae by lvrcciosura- m anher coat n accardartcu wish and to the fvl[ extent provided by UGC Rompolea. With respect to all ar any part at the Personal Properly, Lander shall have all Ilia rights and remediaa of it secured party under the Llaifa rn Commercial Code. Collect Benin. Lender shelf Itavo the rfgra. vrhhwt nalica to Geanlar to take plsee the not prances 6V*rn OF and a and PropestY and collect: the Rents, Mctudfng amounts parr due and unpaid and apply shove La+dt>'s cache. against the In dobtedness. in fvrtharanne or this right, Lauder may roquito any tenam of other user of the PrupertV to make payment: OF rent M uev [¢ca J'iroeTy to Lender. If the Rants arer roveava by London, than Granlor mayocably dosegnalas Larrdw as Grantor's altornay,n•lacs to fO endorse kuvamai.re by terra •ail payment theraor im the name of Granter and to mMmmto the rams and coPect the precoed:. Peymults by romans. ❑r Other users to Lender in racpaaae to Lender's demand shag sat[s1y Cho abliQntlone far which trio is under arc made, WhuVicr Of not any proper prounda for the demand "Istad. Lender may exercise its rigiltS under Ihr. subpsregfaph either m parson. by agent, or through a Paco vcr. Appvett neceiver, Lender shag have the rtyrit to have a roeafyu, Appoelted to of All or anY part aI the Properly, with Chu power to Pratoat and ptoscrvo Ate PrapertY. to oparato the Ptoperty preceding of pending fereclostire er cats, and So coBoc[ trio Flints hdtm trio Prep and apply the pfaatreds, aver and atmvo She cost ai the recoivar ship, agalnsl the Indehtadnerts. This recssver may serve without t Valbondue it at the permitted by law, L*us he jititz to theIndcbtedrtW hyo at Substonuvlr amoocon'unt JhatEmAloyrrhent by Land" shall at Cho ariotrdi: niaillY of P cano(Yom cpotty acc g arho rECehiar. Tenancy at Sufforance. II Grantor rename in posxossron al the property al Lcr the PlopsrtY it sold as provided abovo o< Lender athefwrsa becomes entitled to possession of the Property upon tallaat Londe Of rs ¢plane ether artloo []) beaupta a tenant at suifesanca,ar Lender at Cho putehascr of the. Ptopolfy Pair a reasonable rental for the a:o 01 the P" Party, or (Z vac ern the proparty Immedialely lips the demand all Lender - other Remedios. Trustee or Lander shall have any other liCht or remedy provided in this Deed of Trust or the NOW or by law. Nonce at Sala. Lender Ahay give Granter rca5anable ngl,cc of the Timer and place ¢f any public. Salo o! the Polsdnal Propesiy, or of the here after which+ any private Na,* t)r other intended dispeeition of the pnl deol Property is ra be Prude. nor of th l¢ time marof er w mean nothea Tuan at toast fen 110 days bereft) the tuna of Lila 7No or dlsposhEah. MY Gala el iha Personas f h4lt o "nma`be made in ealunctton with any sate of lha heal Praprty. Sale oT the Property. To ihs ip,tent PerroKled by oppheahlo few. Grottier here by waives emir and all rights it) rises The Pro Percy rrral shaped. In exurcialnP its rights and timed les. the Trustee or Lender :itail be IMP to con all a any pact of tha Pro party to gathar air"Paratcly, in orta Selo ar by separal0 sales, Lender Shall be en[lttad to bid at any Public sale on all of any portion or she PrepertY- Atlomaya' Fact. Expcnscc. I! Lender o=slilUtes any run or amen M enforce any or the tams or thin Dead t)! dvar ouch cam as Cho eaurt may odpdoe reasonable as attorneys' rocs at trial Trust, Leered yloil be entitled to rar is Involved and upon any appeal. Whether or pot MY court action , and to the extent hat p %,m the pr*d by law, elf t famonablo exparrsm LandLander,incurs that in L.cndors ell ton we t v1 the ct eb ne atV payob! vn demvrd Widshallbaor ntartrrt or the anloraemenc of Ire rights Shah become a par A repaid. Erponjej covered by this paraorlh interact at Cho Note rate from the data of rho expenditure d linable law, Lefidtr's aLLVrheys', f*C s and Lend include egal w ,Moue lcmilotton. however srrhiact to any llrtrks under ape csrppn:es, vehothar or not there t a iaryauit. tnvtudng otr nUnCT ke. 031-4p and anya Initiated ost--judgmcnt [inoFudinq nffaels to ritpdhfy tv vacate any aawmaetc stay ar kyo. rope. Do l( ooilectian setvioes, the cost of sa,,ehinrl rucords, obtaining late repmsa Ikrhe W t purrsate rby applicable law. rvpons, and aPpraiaai feea, lid* ncuranco. and lees for she Trustee, ro she exlemt permhted by applicable Granlor also Wa pay any court costa. ae addilia to at[ other rums tuavidod by law. Alghts of Yrustoo, Trustoa shah have. osl of the eights and ekaws of Lander as :et loflh In this paclil) POVYERS AND OBLIGATIONS OF TRUSTM The fallowing provisions rGahnp to Tto pawns and oblfgaunns of Trustee tpurs"m to Lender's ins lfuctlannI are part of Ili ie Dead at Trust: pvwora of Trvnao. In addition to oft powers of Tl ustoe arfstng as a Matta, of low. Trocloo than have the power to rake the fallawhl0 actions with raspoet TO the Property upon the whhen 1aquas1 01 Lander and Grartvt; (al ten m preparing and finnP a map or plot of the sO"sonlealisal Prapeity, ktcrtiding iha dadicahen of sisals or Vthcr rtghr. to oho public; 4b) too in fadan an Thu Agri =bardhalan or athorraatieamentara nr alfcatno eels Deed of Trues of GjaaUng any r%he awr�es%% of Lender nuclei tills Treed of Ti st,pnv truOttKr lci deed ar Tion,tlor ofanyaeuan or[pb cnad p in which notify Gramvr. Leader�orrTty tap all Ibe. H parsy,undot Yunlus: fcquired by apptloobto law, ar Vnioss the attar er psoeaedinit it braupht by Tr Trustca. Tru-tw she% munt all quahficahanA raquned for Trtrrao under applicoblo Sava. in addetlan to iha fight; and remedial set faith above. with tospoct to ail or any part of the property. the Trustee shall have The right to fgreclo5e by notion and Veto. and Londw shall hays he right [e loreclase by tudidld fulrolgsuro. m anhar M30 m accordance with and to the full eaturt pravidad W applicebta law. Sueaapcor Trustee. L.cnilcr. at Landers aptiom shay from limo to ,me appoint a arecooser Truataa Tu WY Tru. va ap"wited under Chit Doud of Trust, by :pt n:uament truecured and acknowledged by London and rawhded in #te office of iha rocardcr of KI7vG Courtly. STuty of Washfngran, The rnstrumnnt ,hail contain, in addition to, all C111ar Trustee, and Granlor, the hock and pogo m the mnitM rdquliad by stain saw. the names of the atllpnal Lender. Auditor's File number whore tHs Deed of Trust is toeardad, and tisc name and nddress of the saocascor uuatan, and the mnuumant shall be axooatad and acknoveludsad by Londe, or its sucee=O'C' m mtarcos. 71ta suergs:ar lruutca. without canyeyanc, of the Prap pinl sty wccc m This Rf10 ocodl like iw a' Power a! T aand ltaaeg csliall g*vdardemad R to �I+* True tee n This Dead of Trust and by appY axchFston of all other provisions her MbainvIMCI- soo1se000aasosooz 20050622000581:007 DEED OF TRUST (Continued) Page 7 NOTICES, Sutioct to applieeble law, and except for natsca required of allowed _by law to be amen In MM1111 Y manner, any natrca required to be givuri undor Ibis'I7 and of Trunt, nelud'sig vrithaiil r?rnilatton any nutteo of daraulr and e V nolTco of sale shall bo given In wrfling, and Shan be eltaclhre when actually drilwored, whin acivatIv taco Ned by tiderai mmile [unless otherwise rerluvad by jowl, v hen deposited with a nationally recotlnirod avesniglil eouftar, or. if mailed, when deposaod in the United Sialwmn'a. as fast dacID, am lit led or roolMwad cnal posiaga prepaid, diracted to the addresses shown near the beginning of thlo Deed of Tra:L All eopics of nolkeo of roraclosura from the holder of arty Han which trap priority over thin Deed at Trust Shall be sent to Lcndar's address, at shown now the beginning of this Dead of Tru-zil. Any party may change its address Jar notices under this Deed at Trust by giving faunal wrlitan nauco to rho other paitfes. staneifyuig that lite ptapase or she nonce is to change the parry's address. Fat notice Purposes. Grantor ApTuos to keep Lander informed at ag Minas of Grantor's current addro72. Sublcet I applicable law, and except for nal lco raquir oil or allowed by late to bit orvan In another manner, it diaro is ma:a than onn Grantor. any noltee given by Lander to any Grantor is doomed to be notice giyan to all Grantors. MISCELLANEOUS PROVISIONS. Thu following miscellaneous Provisions are it part of this Dead of Trust: Amendments. This Deed of Truer, together wilh any Related DPCuments, eonadtutes the onsiro understanding and afireament or the pmttes as to the matter= scr north in this Dead at Trust. No aittxalion of of amendment to this Deed of Trust Shall be altoctive unless given in writing and eionad by the party Or petters caught to be chaigad or hound by the aftoration or amendment. Anneal Reports. If the Property Is used for purposes other than Grantor's residence, Grantor choll fumish ro Lendef, upon raquosL a cettf[ad statement of not pperallng income received from the Properiv during Gronlork praysous liscal year in such form and amail as Ltnder shall reeuiio. "Nat operating sicamo" shots mean all cash receipts from the Prop tstV hiss all cash etgrent(turas made sa eon nacdan vrilh Iha operation al the Property. Caption Handlrigs. Caption headings in this Deed of Trust ore for convenience purposes Only and are not to be used to imelplol or define the pravialons of Iha OOedof Trust Merger. There Shall be no margar of the mlorast or cslato neared by this Duad of Trust with any other rntcrest or estate in the PrepartY at any [tire hold W Or for the bonefit of Lander of any capacity, without the wriltcn cdn t:nt of Lander. GoyernlnD Law. This Nod of Trust wgl be govarriad by ledoral law applicable to Lender and. to the exisns not proempted by lcdatal low. the, laws of she State of Washington wilhout rogatd to It. cani6ete Of law pmvioeno. This bond of Trust ham been accepted by Lander in the State of Washington. Choice of Vanua, 11 there is a lawsuit. Grantor agrees upon Lendar'n raquast to submit to the jorisdialion of the courts of KING County, State of Washington. No Waivar by Londor. Lander shall not he deomod to hover waived any riphte under this Dead of Trustvnless such Waiver is grvon in writing and monad by Lender. No delay or omisslan as the part of Lender m<xercts Ing any right shell opCratn as a weaver a! such riphr or am other uphl. A wowar by Lender of a Provision al 1162 Dead al Yfua% shad not prejudice or carisliluto a waiver of Lmder's tight albovAso to demand sirlct oomplianco YATh that provision or any other provision at this Deed of Trust. No prior worvar by Lander, nor any eoufsa of dealttig botwom Lander and Grantor, snarl con3tiluta a waiver of any of Lender's sigbla or of any of Grantor's ob7iamlarta as to any fultuo ban aactiana. Wh maroi Iha cn n7onteri Lander to requrnd under it" Dead of Tres 1, the granting al such consent by tander n arty inabfnca shah net varnitiuter aontimwig sons ant to sub*equent mount man whoa sut b ccnsant is raqufrod and in Olt cases such consent may he gaantcd or whhhald in 1rla Sala disunion of Lander. Sovonlillity. If a court of compotanl jut isdicticn Inds any provision of this Good of Trusl to be, illegal, rnvdld, or unenforceable as to any circumstance, that find[no Shall not make iho oflending provision idolia. mvaiid, of uncnlorccabte as to any ether c+rtvmstanco. If feasible, the offending provision ohail be considered raadllied so (hat it bacomes legal, valld end enforceable. If the oftending proyWon cannot be in madiliod, it shall be considared deleted from the Deed of TrusL Unless otherwise required by jaw, the 2teyakv. AvotisTty. or uncnforccobility of arty Provision of this Used of Trust shall not affect rho logatiry, validity or enforceability of any other provision of this Deed of Trust. Successors and A*oigns. Subiect to any Bmitaticm stawd in Usls Deed of True! on transfer or Gtanror's mtorast, this Deed a1 True shall be hinding upon and inure to the borsht of the partfas, slim succestam and asslgns. 11 o%vnorahip a: rho Properly beeamos visstad In a Porten other than Grantor. Lender, without nalkis 10 Gr I'M may dad with Grantor's sir as essats wllh rOfareno0, to this Dead at Trust and the Indablodnoss by luny of torboaranco or aillwin an, without role auing Grantor from rho abitgol10, of this Deed of Tnrsl or liability under the Wife blcdncs:. Time is of the Essence. Time is of the essence in the perlairmanea of this Deed of Trust. Watwr or Herrmataad Exemption. Grantor hereby rnroasac and via Was all rights and banefits of Iha hamcstuad exentpllan laws of the State of Washington as to all Indebtedness ocwrtd by this Deed of Truitt. DEANITIONS. The rollowrng eapliasixed words and terms dial have the: radnving mcanvige who+ used in this Dodd of Trust. Unless sfrocirically Dialed 10 the celsirary, ag refufcncas to do1w ameunts shall moon wrtauri%: in Iawful money ar the Unt[ud States of Amarka. Words and tarms used Tn the arhpular *hail include the piural, and rho plural Shalt mcludo the aingular, as the coateftl may require. Words and twins not othorvr:sa darned in Min Deed of Trust shall havo the riioonings altrbured Is march terms in uie Vnllotm Cammarcial Cadw Beneficiary. The word "Beneficiary' means VENTURE BANK, and its successors and assigns. Borrrry er. The wad 'Borrower' moans WYNSTONE PROPERTIES LLC and includes all eo•etgncn and cc -makers Signing the Nitta. Reed of Truct. The wards "Deed of Trust' moan this Deod of Trust among Grantor, Lender, and Tfu;ioo. and oiduclas without I'mitalun all 4021211MORt and security interest pmvislons reluimp to the pemnhl Pinaatty and Rents. Default. The word 'Default" rneanc the Default set torah in this Dead of Trust in the *action titled "Default" Event of Dofault. The ward. `Event of Default" moan any of the evmis of default Sot forth in this Deed of Trust in the events at default *action of this Dead of Trust. Grantor. Tho word 'Grantor' moons WYNSTONE PROPERTIES LLC. Guarantor. The word 'Guarantor- means any guarantor, surety, or accommodation party of any or all of the Indebtedness. Guaranty_ The word 'Guaranty' means the guaranty from Guarantor to Lender, Including without limitanlan a guaranty of all or pert of the Note. Impmvementa_ The word 'Improva10M15' moans all oxIsivig and future vnprovemonts, building*, structures, mobile homes affixed on the Real Properly, inc4 ilies, addilians, rcplacameml and orhrr construction on the Red DEED OF TRUST (Continued) Page 8 properly. Indabtadncss. The word "indaClndtlu: moans a13 prrncgral. alai Data and Otlim amworut [. r5 and thins 02 Of. paywe tinder the Hold Or Rdatad DdcvA%""- [ugvihe" tytth aB renewals of, ex[ursrons ur, mvd'dia011ons of, con3aGdations vi MW 5ubstnutions for the Note of Rvkoted Dodurnwx: and any amounts expended or advanced hY Lander to discharge Grantur's abf&tlatns m expensas mcurred by Trucl¢o or Lander to amerce Grantor's ubligartans under thrs Dead of Truat, togdtlW vdth Interest on aueh Omounts as prdvidad in tbia Dead of Trust. Specirically, without IirnitaUon, Indabtednees includvs the Atturn advances out forth dt the Future Advonc� Crass-uCol1afoomnor pth alllno! csL ledofn and All amounts that mry i7a mdiroctlr sxurad by the Lender. The word'Lmder, means VENTURE BANK, itd sueeeszors and ea:-yas. Note, TOa word'Nosu" moon: the Prvmissnry note dated Juno 10. 2005. in the edglnal principal amount Of $5.055.000.0D tram Grarttor to Lendn, mpathcr j?MA au renewal: of, ¢xacnsiom of. modlfiarbarm of, rcrmancmgs of, annsolldatarns at, and subsntutlons for the prarrassory note Of agreamcnt, NOTICE TO CRANTOR: THE NOTE CCNTAING A VARIABLE INTEREST RATE. Porionot propariv. The words 'po+Oonaf Property' moon all oquipmem, fixturM, and o[h er artistes ei persansl property now at hercaltcr owned by Gr?aier, and now or hereafter am;hehad or affixod iv thv Rest property: together v+ith all accossrone, pars, and additlons to. all repiaeoments of, one on substnutlens tor, any of slleh property: and together with all issues and profits thereon and pru"utis (Inducting w4hout Iimllahark Olt insurance ptooeEds and refunds of prenau ntl hem any Sala Or othOrdhipuse+oa of [hn PrDpCILy. praperry, The word 'Propu[y"moans eelteet rvaiy Iha Real proper rY and Iha person at Pr dpc W. scat PraperlY. The yards "Rent property' mean the foci propa:ty. Innarwm and rights. at, futthur ddscrihod rn ihm Dntld of Trust. Related Doeurranre. The words "Related Oaevments" mean art pramissory notes, crudh aureamanis, foam a0rverrrOnts, ouarantlOsa aaeurny agraarnants. maru}Otlec, deeds of WcL security doe&. eeriateral mattah9e:4 and Olt other ►1sicumenrs, aufeemants and documents, whether nu-n br peruafter 4netar0, aitC4ted in vannaeriev with The tndebtcdno provided. that She cont"nmcntol indemnity aorevrrr¢nm we not "Raiated Documents" and Ore not oosured by this Owed of Trust. Renw. Thu .•raid 'Rain' means alt prascnt and tuturo rants, re,,znura. ncame, I;:uo:, eayalilv., prvfita, and other brmollts dcivdd from the Property. Trucloo. The ward "Trustee" means FMEUTY NATIONAL TITLE COMPANY, whocu marling addrnza a 3500 1BOTH ST SW. SUITE 300, LYNNWOOD, WA 98037 and any zubnFmto Or l0ccOssar tructaay. GRANTOR ACKNOWLEDOES HAVING REAf) ALL 771E PROWSEONS OF T1118 DEED OF TRUST, AND GRANTOR AGREES TO ITS TEWS. GRANTOR: ySFYN E p P°e C Ry DONALO G DNER. Me Oral wyNT! ONE PROP iFES LLC By.. . AS B KEncm . Morritar o NSTONE PROPERTIES LLC LIMITED LIABILITY COMPANY ACKNOWLEDGMENT STATE OF "� t ISS COUNTY OF On this !i V day a1 �Sf�+ __ PO `-'J—bafvra me, Thv undcrsgnad Notary Puhltc, Prxsanally appcerad DONAtO L GARONER, Mond+m NIICHAEL a iLERSCFiNER, llvmlxr of WYNSTflNE , and pdraonally known to me or proved to me on the hasid of sorisiaatory evidence to be of the PROPERTIES LLC limited BnUlly company that uxacutod the Doed of Trust and acknowledged The Deed of True to bu rho fray and vatilntary act and dead of limited liobAw oampanYr by Whanty of statute, its articles of wtion2aaon or tin operetrct0..e ocment, for th usI and pu rp oso% thccm mentroned. and on valh stated that 'hay a+a autharucd so oxewi c {tdc of Trust h Tact executed the Dcod of Trust on behalf of the limited linkiiiY cwmpf nY• 5� 13 Residing x �hr,fAy commresron capaes1 Notary Pu rn and for the Sato of _ Aj� � PAY 15 rr+v1 OF 800' L6000=90500Z "VOLUR%E/PAGE WYNSTONE PLAT AT FDAAy F l A PORTION of GOVERNMENT -LOT 1 AND A PORTION OF GOVERNMENT LOT 2." OF THE-- NW 1/4 OF SEC. 192 TWP. 21N. , RNG. 4E. W. M. FEDERAL WAY, - __ KING COUNTY, WASHINGTON - DEDICATION APPROVALS: DESCRLPTION .-'KNOW-ALL PEOPLE BY THESE PRESENTS THAT. WE, THE UNDERSIGNED DEPARTMENT OF COMMUNITY DEVELOPMENT:: PARCEL A: OWNERS OF INTEREST IN THE LAND HEREBY SUBDIVIDED, HEREBY DECLARE THIS PLAT TO.BE THE GRAPHIC REPRESENTATION OF -THE �j THAT PORTION,OF GOVERNMENT LOT 1, IN SECTION 19, TOWNSHIP 21 SUBDIVISION MADE HEREBY; -:AND -DO. -HEREBY DEDICATE TO THE USE EXAMINED AND APPROVED THIS DAY OF ` 200_. NORTH, RANGE 4 EAST OF THE WILLAMETTE MERIDIAN,. IN KING OF THE PUBLIC FOREVER -ALL STREETS AND AVENUES NOT SHOWN AS C PORTION BEING MORE PARTICULARLY PRIVATE HEREON AND�OEDICATE THE USE THEREOF FOR_ALL PUBLIC �/ DESCRIBED WASHINGTON, SAID `. F-- •: DESCRIBED AS FOLLOWS: PURPOSES NOT INCONSISTENT WITH'THE USE THEREOF FOR PUBLIC' DIRECTO OF COMM NITY DEVELOPMENT - COMMENCING AT THE NORTHWEST CORNER -OF SAID SECTION "19; HIGHWAY"PURPOSES_ AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS AND TRACTS SHOWN THENCE ALONG THE NORTH LINE THEREOF SOUTH 89'00' EAST _ THEREON -IN THE ORIGINAL_REASONABLE.GRADING_OF_SAID STREETS _ 335.78 FEET; _.__.. AND"AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC FEDERAL WAY CITY COUNCIL THENCE _SOUTH 01 '35' 18 WEST 42: 00 FEET_ TO THE SOUTHERLY ALL THE :EASEMENTS AND TRACTS SHOWN ON THIS -PLAT FOR ALL MARGIN -OF THE LAND DESCRIBED IN DEED RECORDED 'UNDER PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT EXAMINED AND APPROVED THIS DAY OF OCT 200.6 RECORDING NO. 850 1 170665, IN.KING' COUNTY, WASHINGTON; THENCE ALONG SAID SOUTHERLY'MARGIN.$OUTH 89'00'18" EAST LIMITED TO PARKS, OPEN SPACE, UTILITIES AND DRAINAGE UNLESS . SUCH EASEMENTS OR TRACTS ARE. SPECIFICALLY IDENTIFIED ON - 18.07 FEET TO THE.. BEGINNING OF A CURVE CONCAVE TO THE SOUTHWEST HAVING A, RADIUS OF 658.00 FEET; THIS PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY MA 0 THENCE EASTERLX AND 'SOUTHEASTERLY 700.54 FEET ALONG SAID DEDICATE AND CONVEY SUCH STREETS, .EASEMENTS, OR TRACTS TO CURVE THROUGH A CENTRAL ANGLE OF 60*59*59"; THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. ATTEST THENCE SOUTH. 28*00'19" EAST 422.43 FEET 'TO THE TRUE -POINT OF CITY CL RK BEGINNING AND THE BEGINNING OF A CURVE CONCAVE TO THE FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, 1 0 NORTHEAST HAVING A RADIUS OF.642.00 FEET: WAIVE AND RELEASE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND THENCE SOUTHEASTERLY 217.49 FEET ALONG SAID CURVE THROUGH A ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY DEPARTMENT OF PUBLIC WORKS: CENTRAL ANGLE OF 14'47'59" TO A RADIAL LINE OF SAID CURVE AND ALL CLAIMS FOR DAMAGES AGAINST THE CITY OF FEDERAL WAY, ti WHICH BEARS SOUTH 47'11'42: WEST: ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE DESIGN, EXA D AND APPROVED T S DAY OF ��e i 20O X THENCE LEAVING SAID MARGIN ALONG THE NON -TANGENT EAST LINE ESTABLISHMENT, CONSTRUCTION, OPERATION, FAILURE TO OPERATE, OR OF SAID GOVERNMENT LOT SOUTH 01'13'12" WEST 390.17 FEET TO MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEMS, ALTERATIONS OF THE �S THE SOUTHEAST CORNER THEREOF; GROUND SURFACE, VEGETATION, DRAINAGE OR SURFACE OR SUBSURFACE PUBLIC wopKs DIRECTOR _ THENCE ALONG THE SOUTH LINE OF GOVERNMENT LOT, NORTH WATER FLOWS WITHIN THE SUBDIVISIONS OR WITHIN ANY DRAINAGE OR 88'59'20" WEST 561.92 FEET TO THE BEGINNING OF A NON -TANGENT DETENTION FACILITIES DESIGNED TO RECEIVE OR ACTUALLY RECEIVING CURVE CONCAVE TO THE SOUTHEAST HAVING A RADIUS OF 897.03-FEET DRAINAGE FROM THE SUBDIVISIONS AND THE CITY OF FEDERAL WAY's KING COUNTY DEPARTMENT OF ASSESSMENTS: _ _ _ (A RADIAL _LINE _.THROUGH SAID BEGINNING_BEARS -NORTH 74'48'34" ,REVIEW AND APPROVAL -OF PLANS AND .PERMITS FOR SAME OTHER THAN --{�' WEST); CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY THE{CITY OF EXAMINED AND APPROVED THIS 2�DAY OF O JrO L e-V'. 2009. THENCE NORTHERLY AND NORTHEASTERLY 732.77 FEET ALONG SAID FEDERAL WAY. CURVE THROUGH A CENTRAL ANGLE OF 46'4B'15" TO THE TRUE POINT FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, S G p ^ r0 (� - OF BEGINNING. AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY,. J J V (Q SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. HOLD HARMLESS, AND DEFEND THE CITY OF FEDERAL WAY, ITS SUCCESSORS KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR AND ASSIGNS, FROM AND AGAINST ANY DAMAGE, INCLUDING ANY COSTS ACCOUNT NUMBER 191164-9 -0)04+ PARCEL B: OF DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THE SUBDIVISIONS TO HAVE BEEN CAUSED BY THE DESIGN, ESTABLISHMENT, CONSTRUCTION, THAT PORTION OF -GOVERNMENT LOT 2, IN SECTION 19, TOWNSHIP 21 OPERATION, FAILURE TO OPERATE, OR MAINTENANCE OF ROADS AND/OR FINANCE DIVISION CERTIFICATE . WASHINGTONGELYINGSNORTHERLYT OF THE wOFLAMLINE BEGINETTE NING ON THEKING WESTERLY DRAINAGE SYSTEM, ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUBSURFACE WATER FLOWS WITHIN THE LINE -OF SAID GOVERNMENT LOT AT A POINT 412.00 FEET SOUTHERLY OF SUBDIVISIONS OR WITHIN ANY DRAINAGE OR DETENTION FACILITIES THE NORTHWEST CORNER THEREOF; DESIGNED TO RECEIVE OR ACTUALLY RECEIVING DRAINAGE FROM THE I HEREBY CERTIFY THAT ALL PROPERTY TAXES ARE PAID, THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THENCE EAST TO THE EASTERLY LINE OF SAID GOVERNMENT LOT, SUBDIVISIONS AND THE CITY OF FEDERAL WAY's REVIEW.AND APPROVAL THIS OFFICE FOR COLLECTION AND THAT ALL SPECIAL ASSESSMENTS EXCEPT THE WESTERLY 264.00 FEET THEREOF; AND OF PLANS AND PERMITS FOR SAME. PROVIDED. THIS WAIVER AND CERTIFIED TO THIS OFFICE FOR COLLECTION ON ANY OF THE PROP - INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING THE CITY ERTY HEREIN CONTAINED, DEDICATED AS STREETS, ALLEYS OR FOR EXCEPT THAT PORTION DESCRIBED AS FOLLOWS: OF FEDERAL WAY, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR ANY OTHER PUBLIC USE, ARE PAID IN FULL. COMMENCING AT THE NORTHWEST CORNER OF THE SOUTHWEST DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING FROM AND TO - QUARTER OF THE NORTHWEST QUARTER OF -SAID SECTION 19; THE EXTENT OF THE SOLE NEGLIGENCE OF THE CITY OF FEDERAL WAY, THENCE SOUTH 89'27'31" EAST ALONG THE NORTH LINE THIS I_AY OF 200 4r ITS SUCCESSORS, OR ASSIGNS.- ' THEREOF, A DISTANCE OF 264.01 FEET TO THE POINT OF BEGINNING: THIS SUBDIVISION, DEDICATION. RELEASE, INDEMNIFICATION OF FINANCE DIVISION ;� THENCE CONTINUING SOUTH 89'27'31" EAST A DISTANCE OF 298.22 CLAIMS, AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE FEET; CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. THENCE SOUTH 21'47'27'" WEST, A DISTANCE OF 122.95 FEET; IN WITNESS -WHEREOF WE SET OUR HANDS AND SEALS: THENCE SOUTH 70'08'00" WEST, A DISTANCE OF 83.38 FEET; MANAGER, FINANCE DIVISION 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; 0 UTY THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE DON GARDNER E WYNSTONE PROPERTIES LLC, OF 05'00'38" AN ARC DISTANCE OF 29.73 FEET; t A WASHINGTON LIMITED LIABILITY COMPANY THENCE NORTH 01'06'36" EAST PARALLEL WITH THE WEST LINE OF RECORDING C E R T I ��'I C ATE: THE SOUTHWEST QUARTER OF SAID NORTHWEST QUARTER,,A DISTANCE i - OF 183.39 FEET TO THE POINT OF BEGINNING. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. AC KN O WLE D G M E N'I' S : CONFORMED COPY ----^ STATE OF WASHINGTON NOTES: SS COUNTY OF KING +j�0 A A A 008121 1) THE MONUMENT CONTROL SHOWN FOR THIS SITE WAS ACCOMPLISHED 6001238 BY FIELD TRAVERSE UTILIZING A ONE (1) SECOND THEODOLITE CITY of FE ER PLAT PAGE001 OF 006 130.50 WITH INTEGRAL ELECTRONIC DISTANCE MEASURING METER 12/16/2M 14:46 (GEODIMETER 600) AND REAL TIME KINEMATIC (RTK) / STATIC CERT FY HAT } KNOW OR HAVE SATISFACTORY EVIDENCE THAT KING COUNTY, WA _ GLOBAL POSITIONING SYSTEM (GPS). LINEAR AND ANGULAR Yka,l L•�dVW V IS THE PERSON WHO APPEARED BEFORE MANAGER SUPERINTENDEN_! UI rttLuRDS CLOSURE OF THE TRAVERSES MEET THE STANDARDS OF WAC ME, AND SAID PERSON ACKNOWLEDGED THAT (S)HE SIGNED THIS 332-130-090. INSTRUMENT, ON OATH STATED (S) HE WAS AUTHORIZED TO EXECUTE THE INSTS MENT D A KNOWLEDGED IT AS THE PA _ 2) UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE WHICH ARE VISIBLE OR HAVING VISIBLE EVIDENCE a� OF I*SaLTO BE THE FREE AND VOLUNTAY ACT �% j� s U R VE O S CERTIFICATE: ARE SHOWN HEREON. OF SRC PARTY FOR THE USES AND PURPOSES MENTIONED IN THE 1 11,' IT FEDERA L tVAY OF THEIR INSTALLATION 3) FULL RELIANCE FOR LEGAL DESCRIPTIONS AND RECORDED INSTRUMENT. I HEREBY CERTIFY THIS V PLAT OF WYNSTONE PLAT IS BASED EASEMENTS HAVE BEEN PLACED ON THE TITLE REPORT FROM DATED THIS DAY OF Se&Wf 200 �. UPON AN ACTUAL SURVEY AND THAT THE COURSES AND FIRST AMERICAN INSURANCE COMPANY COMMITMENT ORDER NO. -39 DISTANCES SHOWN ARE SHOWN CORRECTLY HEREON. THAT THE 4203-BB4571, DATED APRIL 11, 2008. NO ADDITIONAL MONUMENTS WILL BE SET AND THE LOT AND BLOCK CORNERS RESEARCH HAS BEEN ATTEMPTED. WILL BE STAKED CORRECTLY ON THE GROUND AS CONSTRUCTION 4) OFFSET DIMENSIONS SHOWN HEREON ARE MEASURED PERPENDICULAR IS COMPLETED AND THAT I HAVE FULLY COMPLIED WITH THE NOT R -PU IC N ND FOR THE STATE OF WASHINGTON RES NG AT: L✓�t. U� PROVISIONS OF THE PLAIT NG REGULATIONS. TO PROPERTY LINES. PRINTED NAME: - n- COMMISSION EXPIRES: ?.V %Z`�•�V BASIS O F BEARING: STEPHE P...L.S, _ -- _.:_.:' - ._.._ _... -- -.. - STATE OF WASHINGTON } -WOODS ___DATE CERTIFIC TE NO. 38965 TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) SS LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A COUNTY OF KING ) CONVERGENCE ANGLE OF 01'07'03.85" COUNTERCLOCKWISE WAS ACKNOWLEDGMENTS: APPLIED AT A PUNCH THE WESTERNMOST IN 1.5" BRASS DISC IN NORTHBOUND LANE OF 1ST AVENUE SOUTH, THE MONUMENT IS THE EAST QUARTER CORNER OF SECTION 19, STATE OF WASHINGTON ) TOWNSHIP 21 NORTH, RANGE 4 EAST OF THE WILLAMETTE MERIDIAN. I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT _ )SS THE NORTH AMERICAN DATUM OF 1983/1991 (NAD 63/91) GRID IS THE PERSON WHO APPEARED BEFORE- COUNTY OF KING ) COORDINATES WERE FOUND TO BE 110694,431 / 1267869.100 AT ME, AND SAID PERSON ACKNOWLEDGED THAT (S)HE SIGNED THIS. THAT POINT. THE INVERSE OF BOTH THE SEA LEVEL CORRECTION INSTRUMENT,- ON -OATH STATED -(S)HE- WAS -AUTHORIZED:TO-EXECUTE - - - - - FACTOR OF 0.999990895 AND THE GRID SCALE FACTOR OF THE INSTRUMENT AND ACKNOWLEDGED IT AS THE 1.000044913 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN TO.BE THE.-FREE_.AND_VOLUNTARY_ ACT. ___ I CERTIFY THAT ,I_KNOW _OR HAVE SATISFACTORY EVIDENCE THAT _ GROUND DISTANCES: _OF OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE IS THE PERSON WHO APPEARED BEFORE - INSTRUMENT. ME, AND ED THIS RSON L(S)HDE TAUTHORIZED NTO IDONEOATH BUILDING SETBACKS. INSTRUMENT, STATED WAS EXECUTE DATED THIS DAY OF 200. THE INSTRUMENT -AND ACKNOWLEDGED IT AS THE FRONT - 20 FEET OF TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE SIDE - 5 FEET INSTRUMENT. REAR - 5 FEET. CORNER LOT BUILDING SETBACKS ARE DETERMINED PURSUANT TO FWCC ^^ NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON DATED THIS DAY OF 200_. SECTION 22-I,LINE DEFINITION. RESIDING AT: SETBACKS FOR LOT 34 WILL .BE REVISED TO COINCIDE WITH THE VACATION PRINTED NAME: OF SW 340TH ST AS DEPICTED IN DETAIL "D" ON PAGE 6 OF 6. COMMISSION EXPIRES: NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON DENSITY NOTE. -RIGHT OF WAY DEED: _ RESIDING AT: PRINTED NAME: MAXIMUM DENSITY FOR LOT 45 IS 16 UNITS, PER THE CONCOMITANT ZONLNG ROAD -RIGHT OF WAY"PER DEFO FILED UNDER RECORDING COMMISSION EXPIRES:, - - AGREEMENT APPROVED BY THE FEDERAL WAY -CITY COUNCIL, SECTION 6.1. s i CENTRE Sheet 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 IN TE r Consutiants, Ins, 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: -NA JOB NO.: 2646 INDEX DATA: GLl-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 C-, INDEX DATA: GLl-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 C-, (� WYNSTONE PLAT AT FEDERAL WAY asp74� A PORTION OF GOVERNMENT LOT 1 AND.. A PORTION. OF GOVERNMENT ..LOT OF THE .NW 1/4 OF SEC. 191 TWP. 21N., RNG. 4E. W. M. FEDERAL WAYS KING' COUNTY, WASHINGTON PLAT NOTES: EASEMENTS & .RESERVATIONS: LOT AREAS: 1. DURING THE COURSE OF CONSTRUCTION OF ANY LOT.WITHIN THIS AN EASEMENT IS HEREBY RESERVED FOR.AND GRANTED TO PUGET SOUND SUBDIVISION, STUB OUT INVERT ELEVATIONS FOR.-sTORM DRAINAGE ENERGY, ANY TELEPHONE COMPANY, -.ANY -CABLE COMPANY AND THEIR SHOULD BE VERIFIED BY THE INDIVIDUAL LOT BUILDER OR OWNER RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON THE PRIVATE TO.PROVIDE'THE NECESSARY SLOPE FROM THE PROPOSED HOUSE. _ ACCESS_ AND UTILITY EASEMENTS AND THE EXTERIOR 10 FEET, LOT 1 1 15646 15645 0.359 2. THE -ARTICLES OF INCORPORATION FOR THE WYNSTONE HOMEOWNERS PARALLEL WITH AND ADJOINING THE PUBLIC ROAD FRONTAGE OF ALL LOT 0.191 ASSOCIATION ARE ON_FILE WITH THE -STATE OF WASHINGTON., -LOTS AND TRACTS_IN WHICH TO INSTALL, CONSTRUCT,.RENEW. :OPERATE LOT-3 7297 0.168.- 3. ALL LOTS ADJOINING AN AREA OR HAVING AREA -WITH A SENSITIVE AND MAINTAIN UNDERGROUND CONDUITS, MAINS,' CABLES AND WIRES WITH LOT LOT 4 5- 7297 0.167 5151 .. 0.118 .AREA SETBACK OR .SENSITIVE AREA'TRACT SHALL BE PROVIDED THE NECESSARY FACILITIES AND OTHER EQUIPMENT FOR. THE PURPOSE OF LOT 6 5150 0.198 WITH A BOUNDARY DELINEATION (E G TEMPOR R P SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC, . •,._ A Y.__LASTIC_ FENCING) _ ACCEPTABLE TO THE CITY .OF FEDERAL WAY DEPARTMENT OF : _.TELEPHONE CABLE WATER AN - -. __ ._ _. _' `_ D GAS SERVICE TOGETHER WITH THE -RIGHT _ ___. _ LOT. LOT 7 __- ____ 8 5150- ;5150 10. 118 ___ _0.118 COMMUNITY SERVICES (DCOS). OR ITS SUCCESSOR AGENCY,'BETWEEN TO ENTER UPON.THE LOTS AT ALL TIMES FOR THE.PURPOSE HEREIN STATED., LOT 9 5150 0.118 THE LOT OR PORTIONS) OF THE LOT AND THE AREA RESTRICTED. THESE EASEMENTS ENTERED UPON FOR THESE PURPOSES SHALL BE LOT 10 5178 0.119 - SAID BOUNDARY DELINEATION SHALL BE IN PLACE PRIOR TO ANY RESTORED AS NEAR AS POSSIBLE TO THEIR ORIGINAL CONDITION BY THE LOT 11. 5405 0.124 GRADING OR CLEARING OF THE SUBDIVISION AND REMAIN IN PLACE UTILITY. NO LINES OR WIRES FOR THE TRANSMISSION OF ELECTRIC LOT 12 5190 0.119 UNTIL A DWELLING IS CONSTRUCTED ON THE LOT AND OWNERSHIP CURRENT, TELEPHONE; OR CABLE TV SHALL BE OR BE -PERMITTED LOT 13 6296 0.145 TRANSFERRED TO THE FIRST OWNER -OCCUPANT. .PLACED TO BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND LOT 14 7278 6.167 4. TRACT_A IS A DRAINAGE WATER QUALITY TRACT, AND.IS HEREBY OR IN CONDUIT.ATTACHED TOA BUILDING. LOT 15 7256 0.167 DEDICATED TO THE CITY OF FEDERAL WAY FOR OWNERSHIP AND LOT 16 6940 0.159 MAINTENANCE PURPOSES. AN EASEMENT IS HEREBY IRREVOCABLY RESERVED FOR AND GRANTED TO LOT 17 6317 0.145 5. TRACT 8 IS A'DRAINAGE WATER QUALITY TRACT AND IS HEREBY LAKEHAVEN UTILITY OISTRSO LONG AS IT SHALL OWN AND LOT.18 7566 0.174_ICT•FOR DEDICATED TO THE CITY OF FEDERAL WAY FOR OWNERSHIP AND MAINTAIN THE UTILITIES REFERENCED HEREIN UNDER AND UPON LOT 19 7 539 0.173 MAINTENANCE PURPOSES. .THE AREA SHOWN ON THE PLAT AND DESCRIBED HEREIN AS "WATER EASEMENT" LOT 20 7539 0.10 6. TRACT C ISLANDSCAPE TRACT, AND IS HEREBY CONVEYED TO THE AND/OR "SEWER EASEMENT" TO INSTALL, MAINTAIN, REPLACE AND LOT LOT 21 22 7425 7212 0.170.166 .A HOMEOWNERS' ASSOCIATION IDENTIFIED IN NOTE 2, ABOVE; FOR OPERATE WATER AND SEWER MALNS AND APPURTENANCES FOR THIS LOT 23 9287 0.213 OWNERSHIP AND MAINTENANCE PURPOSES. AN EASEMENT FOR INGRESS, SUBDIVISION AND OTHER PROPERTY TOGETHER WITH THE RIGHT TO LOT 24 12368 0.284 EGRESS AND UTILITIES OVER THE ENTIRE TRACT ARE HEREBY ENTER UPON SAID EASEMENT AT ALL TIMES FOR .THE PURPOSES STATED. LOT 25 7504 0.172 DEDICATED TO THE CITY OF FEDERAL WAY. NO STRUCTURE, NO BUILDING, WALL, ROCKERY, FENCE, TREES OR STRUCTURE OF LOT 26 7467 0.171 INCLUDING SIGNAGE OR MONUMENTS SHALL BE ALLOWED OVER ANY KIND SHALL BE ERECTED OR PLANTED, NOR SHALL ANY FILL LOT 27 7214 0.-166 EXISTING STORM DRAINAGE PIPES,_AS DETERMINED BY THE FEDERAL MATERIAL BE PLACED WITHIN THE BOUNDARIES OF SAID EASEMENT LOT 28 0.166 WAY PUBLIC WORKS STORM WATER MANAGEMENT DEPARTMENT. AREA. NO EXCAVATION SHALL BE MADE WITHIN THREE (3) FEET OF LOT 29 _7213 7201 0.165 SAID WATER OR SEWER SERVICE FACILITIES AND THE SURFACE LEVEL 7. TRACT D IS A LANDSCAPE TRACT, AND IS HEREBY CONVEYED TO THE OF THE GROUND WITHIN THE EASEMENT SHALL BE MAINTAINED AT LOT 30 7505 0.172 HOMEOWNERS' ASSOCIATION IDENTIFIED IN NOTE 2, ABOVE, FOR THE ELEVATIONS CURRENTLY EXISTING. GRANTOR ADDITIONALLY LOT 31 7505 0.172 OWNERSHIP AND MAINTENANCE PURPOSES. AN EASEMENT FOR INGRESS, GRANTS TO THE GRANTEE THE USE OF SUCH ADDITIONAL AREA LOT 31 7212 0.166 EGRESS AND UTILITIES'OVER THE ENTIRE TRACT IS HEREBY IMMEDIATELY ADJACENT TO SAID EASEMENT AS SHALL BE REQUIRED LOT 33 7229 0.165 DEDICATED TO THE CITY OF FEDERAL WAY. NO STRUCTURE, FOR THE CONSTRUCTION, RECONSTRUCTION, MAINTENANCE AND LOT 34 7229 0.166 INCLUDING SIGNAGE OR MONUMENTS SHALL BE ALLOWED OVER OPERATION OF SAID SEWER FACILITIES. THE USE OF SUCH ADDITIONAL LOT 35 7806 0.179 EXISTING STORM DRAINAGE PIPES, AS DETERMINED BY THE FEDERAL AREA SHALL BE HELD TO A REASONABLE MINIMUM AND BE RETURNED LOT 35 7229 0.165 WAY PUBLIC WORKS STORM WATER MANAGEMENT DEPARTMENT. TO THE CONDITION EXISTING IMMEDIATELY BEFORE THE PROPERTY WAS •. LOT 37 7209 0.165 S. TRACT E IS A PEDESTRIAN ACCESS TRACT, AND IS FOR THE BENEFIT ENTERED UPON BY GRANTEE OR ITS AGENTS. IN ADDITION TO THE LOT 38 7200 0.165 OF ALL LOT OWNERS IN THIS PLAT..EACH OWNERSHIP OF A LOT IN OTHER RESTRICTIONS HEREIN, GRANTOR SHALL NOT CONVEY TO A LOT 39 7200 0.165 THIS PLAT INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIVINTEREST THIRD PARTY ANY EASEMENT OR OTHER RIGHT OF USAGE IN THE LOT 40 7898 0.181 j IN TRACT E, AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE PROPERTY THAT WOULD IMPAIR OR LIMIT THE GRANTEE'S USE OF LOT 41 7250 0.166 MAINTENANCE OF SAID TRACT E. AN OVERLYING EASEMENT IS HEREBY THE EASEMENT AREA. LOT 42 7495 0.172 DEDICATED TO THE PUBLIC FOR PEDESTRIAN ACCESS OVER TRACT E. LOT 43 10026 0.230 LOT 44 11055 0.254 9TRACT FIS A PEDESTRIANAND IS OTHEBENEFIT IACCESS TRACT, OFALLLOT D R AI N AG E EASEMENT RESTRICTIONS - LOT 45 43047 0.988 OWNERSINTHISPLAT.EACHOWNERSHIPOFALOTIN TRACT A 10120 0.232 THIS PLAT INCLUDES AN EQUAL AND UNDIVIDED -OWNERSHIP INTEREST - TRACT_B 4269 0,098 IN TRACT F. AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE STRUCTURES, FILLS OR OBSTRUCTIONS (EXCLUDING DECKS, PATIOS OR TRACT C 14723 0.338 MAINTENANCE OF SAID TRACT F. AN OVERLYING EASEMENT IS HEREBY OVERHANGS) SHALL•NOT BE PERMITTED WITHIN DRAINAGE EASEMENTS. TRACT D 593 0.014 DEDICATED TO THE PUBLIC FOR PEDESTRIAN ACCESS OVER TRACT F. ADDITIONALLY, GRADING AND CONSTRUCTION OF FENCING SHALL NOT TRACT E 2833 0.065 10. TRACT G IS AN ENVIRONMENTALLY SENSITIVE AREA TRACT BE ALLOWED WITHIN THE DRAINAGE EASEMENTS SHOWN ON THIS PLAT TRACT F 2140 2140 049 0.049 CONTAINING WETLANDS AND/OR WETLAND BUFFERS AND IS HEREBY UNLESS OTHERWISE APPROVED BY THE HOMEOWNERS ASSOCIATION. TRACT G 1 0.378 CONVEYED TO THE HOMEOWNERS' ASSOCIATION IDENTIFIED IN NOTE TRACT H 281 0.006 T, ABOVE, FOR OWNERSHIP AND MAINTENANCE PURPOSES ANDIS RESTRICTIONS F O R ENVIRONMENTALLY ROADS 166964 TO REMAIN UNDISTURBED (SEE NOTE AT RIGHT). THE REMOVAL AL OR 3.833 OF VEETATINWIITHINGTRACTOG,AEXXCEPTDASANECESSARYLFOR SENSITIVE AREA TRACTS, SENSITIVE OVERALL 587496 13.487 PROHIBIITEDDISTURBANCE MAINTENANCE OR REPLACEMENT OF EXISTING PLANTINGS AND AS APPROVED BY THE CITY OF FEDERAL WAY. TRACT G SHALL NOT AREAS AND BUFFERS.- NET PLAT AREA-' BE DEVELOPED WITH ANY BUILDINGS, AND MAY NOT BE USED FOR FINANCIAL GAIN. DEDICATION OF A SENSITIVE AREA TRACT/ SENSITIVE AREA AND BUFFER 369096 SQ.FT. 8.474 ACRES 11. TRACT H IS A LANDSCAPE TRACT, AND IS HEREBY CONVEYED TO CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE HOMEOWNERS' ASSOCIATION IDENTIFIED IN NOTE 2, ABOVE, THE TRACT/ SENSITIVE AREA AND BUFFER. THIS INTEREST INCLUDES THE PRESERVATION LOT ADDRESSES: FOR OWNERSHIP AND MAINTENANCE PURPOSES, AN EASEMENT FOR OF NATIVE VEGETATION FOR ALL PURPOSES THAT INGRESS, EGRESS AND UTILITIES OVER THE ENTIRE TRACT IS BENEFIT THE PUBLIC HEALTH, SAFETY, AND WELFARE, INCLUDING HEREBY DEDICATED TO THE CITY OF FEDERAL WAY. NO EROSION CONTROL OF SURFACE WATER AND EROSION MAINTENANCE OF STRUCTURE, INCLUDING SIGNAGE OR MONUMENTS SHALL BE SLOPE STABILITY AND PROTECTION OF PLANT AND ANIMAL HABITAT. LOT NO. ALLOWED OVER EXISTING STORM DRAINAGE PIPES, AS DETERMINED THE SENSITIVE AREA TRACT/ SENSITIVE AREA AND BUFFER IMPOSE BY THE FEDERAL WAY PUBLIC WORKS STORM WATER MANAGEMENT UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF LOT 1 ' 34002 12TH PLACE SOUTHWEST DEPARTMENT. LAND [SUBJECT TO THE TRACT/ SENSITIVE AREA AND BUFFER] THE LOT 2 34004 12TH PLACE SOUTHWEST 12. ALL WATERLINE EASEMENTS AND SANITARY SEWER EASEMENTS ARE OBLIGATION, ENFORCEABLE ON BEHALF OF THE PUBLIC BY THE CITY OF FEDERAL WAY, TO LEAVE UNDISTURBED ALL TREES AND OTHER LOT 3 34008 12TH PLACE SOUTHWEST HEREBY CONVEYED TO LAKEHAVEN UTILITY DISTRICT FOR THE VEGETATION WITHIN THE TRACT/ SENSITIVE AREA AND BUFFER. THE LOT 4 33934 12TH PLACE SOUTHWEST PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY VEGETATION WITHIN THE TRACT/ SENSITIVE AREA AND BUFFER MAY LOT 5 33928 12TH PLACE SOUTHWEST WITH WATER AND SANITARY SEWER SERVICE. (SEE "PLAT NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED LOT 6 33922 12TH PLACE SOUTHWEST DEDICATION FOR NON-EXCLUSIVE EASEMENT" AT RIGHT.) WITHOUT APPROVAL IN WRITING FROM THE CITY OF FEDERAL WAY LOT 7 33918 12TH PLACE SOUTHWEST LOT 8 33914 12TH PLACE SOUTHWEST 13. ALL PUBLIC STORM DRAINAGE EASEMENTS NOTED HEREON ARE DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES OR ITS SUCCESSOR LOT 9 33908 12TH PLACE SOUTHWEST HEREBY DEDICATED TO THE CITY OF FEDERAL WAY FOR ANY AGENCY. LOT 10 33829 12TH PLACE SOUTHWEST FUTURE CONSTRUCTION, MAINTENANCE AND REPAIR OF STORM LOT 11 33831 12TH PLACE SOUTHWEST DRAINAGE FACILITIES. THE COMMON BOUNDARY BETWEEN THE TRACT/ SENSITIVE AREA AND BUFFER LOT 12 33903 12TH PLACE SOUTHWEST 14. ALL PRIVATE STORM DRAINAGE EASEMENTS NOTED HEREON ARE AND THE AREA OF DEVELOPMENT ACTIVITY MUST BE MARKED OR OTHERWISE LOT 13 33907 12TH PLACE SOUTHWEST HEREBY CONVEYED TO THE LOT OWNER(S) WHO WOULD BENEFIT FROM FLAGGED TO THE SATISFACTION OF THE CITY OF FEDERAL WAY PRIOR TO LOT 14 33913 12TH PLACE SOUTHWEST THE EASEMENT. THE OWNER(S) OF SAID LOTS HAVING BENEFIT ANY CLEARING, GRADING, BUILDING CONSTRUCTION OR OTHER DEVELOPMENT LOT 15 33917 12TH PLACE SOUTHWEST SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE AND ACTIVITY ON A LOT SUBJECT TO THE SENSITIVE AREA TRACT/ SENSITIVE LOT 16 33921 12TH PLACE SOUTHWEST REPAIR OF STORM DRAINAGE FACILITIES WITHIN THE EASEMENT. AREA AND BUFFER. THE REQUIRED MARKING OR FLAGGING SHALL REMAIN LOT 17 33927 12TH PLACE SOUTHWEST A. THE 10' PRIVATE STORM DRAINAGE EASEMENT WITHIN LOTS IN PLACE UNTIL ALL DEVELOPMENT PROPOSAL ACTIVITIES IN THE VICINITY LOT 1S 33933 12TH PLACE SOUTHWEST 31, 32 AND TRACT F IS FOR THE BENEFIT OF LOTS 29, 30,, OF THE SENSITIVE AREA ARE COMPLETED. LOT 19 3AO06 13TH COURT SOUTHWEST 31, 32, TRACT F AND TRACT B. SENSITIVE AREA TRACTS SHALL NOT BE DEVELOPED WITH ANY BUILDINGS, LOT LOT 20 21 34012 13TH COURT SOUTHWEST 1203 SOUTHWEST 340TH STREET B. THE 5' PRIVATE STORM DRAINAGE EASEMENT WITHIN LOTS 21, AND MAY NOT BE USED FOR FINANCIAL GAIN. LOT 22 1207 SOUTHWEST 340TH STREET -22 _ 23 - 4 - - _ -_ -_ -OF -- - --. -... 26 AND 27 IS FOR THE BENEFIT LOTS 21, __._ __. -- -- - -- _.__.. _.. - - - - - - __ LOT 23 _ - -- .. 1251 SOUTHWEST 340TH STREET- 22, 23. 24, 25, 26, 27 AND 28. Landscaping Note: LOT 24 1301 SOUTHWEST 340TH STREET C. THE 10' PRIVATE STORM DRAINAGE EASEMENT WITHIN LOTS 1, LOT 25 1305 SOUTHWEST 340TH STREET 2 AND 3 IS FOR THE BENEFIT OF LOTS 1, 2 AND 3. LOT 26 1309 SOUTHWEST 340TH STREET D. THE 5' PRIVATE STORM DRAINAGE EASEMENT WITHIN LOTS 11, STREET TREES PLANTED AS A CONDITION OF PLAT APPROVAL SHALL LOT 27 1313 SOUTHWEST 340TH STREET 12, 13. 14, 15, 16 AND 17 IS FOR THE BENEFIT OF LOTS 10, BE PLANTED ACCORDING TO THE APPROVED ENGINEERING PLANS, LOT 28 1317 SOUTHWEST 340TH STREET 11. 12. 13, 14, 15, 16, 17 AND 18. PERMIT NUMBER 05-103031-00-EN, ON FILE WITH THE CITY OF LOT 29 1325 SOUTHWEST 340TH STREET FEDERAL WAY. THE STREET TREES PLANTED WITHIN.ABUTTING LOT 30 1333 SOUTHWEST 340TH STREET E. THE 5' PRIVATE STORM DRAINAGE EASEMENT WITHIN LOT 20 INDIVIDUAL LOTS AND PLANTER STRIPS SHALL BE MAINTAINED BY THE LOT 31 1401 SOUTHWEST 340TH STREET IS FOR THE BENEFIT OF LOTS 19 AND 20. - OWNERS OF SAID LOTS, AND THE,STREET TREES PLANTED WITHIN LOT 32 1407 SOUTHWEST 340TH STREET - F. THE 5' PRIVATE STORM.ORAINAGE EASEMENT_ WITHIN LOTS 35,--- AND/OR_ABUTTING.THE PRIVATEANDPUBLIC TRACTS WITHIN THIS PLAT LOT 33 - 1419 SOUTHWEST 340TH STREET 36, 37 AND 38 IS FOR THE BENEFIT OF LOTS 35, 36, 37, SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNERS' ASSOCIATION. LOT 34 IA25 SOUTHWEST 340TH STREET 38 AND 39. _ _ - _ -_ - _ _- LOT 35 1414 SOUTHWEST 340TH STREET G. THE 10' PRIVATE STORM DRAINAGE EASEMENT WITHIN LOTS 3 43, 43 Open Space Note: LOT LOT 36 37 1404 SOUTHWEST 340TH STREET 1334 SOUTHWEST 340TH STREET 4ce AND 44 IS FOR THE BENEFIT OF LOTS 36, 37, 4 1, 42, 42, 43; AND 44. LOT LOT 38 39 1326 SOUTHWEST 340TH STREET 320 DUE TO THE PROPOSED MULTI -FAMILY DEVELOPMENT ON LOT 45, OPEN SPACE ON LOT 45 WAS NOT PROVIDED WITH THIS SUBDIVISION. L� OPEN SPACE ON LOT 45 MUST MEET THE GREATER REQUIREMENT OF Notice o Access: S S. FEDERAL WAY SUBDIVISION CODE REQUIREMENT OF 15 PERCENT GROSS - 13TH-COURT-SOUTHWEST WILL PROVIDE ACCESS TO-LOTS--19. -20, --- OPEN_SPACE, OR__THE_MULTI_-FAMILY OPEN_SPACE/RECREATION AREA 22. 25, 40, 41. 42. 43, 44 AND 45, LOT 45 WILL DEVELOP WITH REQUIREMENTS OF FWCC SECTION 22-667. REVIEW AND APPROVAL OF 16 MULTI -FAMILY OR SINGLE FAMILY RESIDENTIAL UNITS. 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 Bui lding Fou -n d at1r)n Note. OF FWCC SECTION 22-667, NOTE 2. _-$UILDING FOUNDATIONS SHALL -BE SET BACK FROM RETAINING - WALLS A DISTANCE EQUAL TO THE HEIGHT OF THE WALLS. FURTHERMORE, BUILDINGS ON LOTS 19, 20 AND 45 SHALL BE SET BACK A MINIMUM OF 10 FEET FROM THE TOP OF ANY FINISHED - �$CENT" INDEX DATA: SLOPE THAT EXCEEDS 10 FEET IN VERTICAL HEIGHT. --- GL1_r_T 9_NW 19, T21N, DA V WM SURVEY FOR: Wynstone Properties, LLC. 6905 Ford Drive NW Gig Harbor, WA. 98335 KING COUNTY, WASHINGTON SHEET 2 OF 6 Vertical Datum: NATIONAL GEODETIC VERTICAL DATUM OF 1929 - NGVD 29 (CITY OF FEDERAL WAY) CITY FILE NO. 08-100695-00-SU ;N H. off S o 38965 slp���ISTE. c�OQ 1. MO EXPIRES S/z5'/Zot? T , INTE )(,�r,dnwftnts, 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 NAME: 2646 SCALE NA JOB No.: 2646 1 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 ■ 0 VOLUME/PAGE E RAL WAYWYNSTONE PLAT AT F � � � z A PORTION OF GOVERNMENT LOT 1 AND A PORTION. OF.. GOVERNMENT LOT 2 OF THE NW 1 /4'O F SEC.. 19, TWP. 21 N. , RNG. • 4E. W. M. FEDERAL WAY, KING. COUNTY, WASHINGTON CONTROL. SKETCH - Northwest corner r. ..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.. LEGEND: incased. N89°52`'5Q"E 5197.62'MEAS Fountl copper tack__in Visited 3-08-2006, concrete post.. _._ Found., monument, incased.- __ 5235.12'GLO ---__ V1Sited_June:,13;.._2000. _ _®..=_MONUMENT-FOuND_As_NOTEO. { on the north side of two._ 79.32 CHAINS _ _.__ I -way turn lane On West SET #4 REBAR WITH YELLOW PLASTIC 13 18 Campus Drive 18 18 17 CAP STAMPED "CPS INC 2233E". 1265.99' ALC 1310.54' CALG 40 CHAINS 19 20 24 19- 19 2621.09 'CALL =SET "X" IN BRASS DISC IN 4" X 4" CONCRETE POST. IN MONUMENT CASE. 4,, -20, 39.32 CHAINS GLO .CALCULATED monument �,60590�, 25761.53'CALG position per City of U = CALCULATED POSITION. 51P., �� Federal -.Way BLA . Theoretical North quarter 92-0022, filed under- I corner. Section 19, Township- GL = GOVERNMENT LOT Recording Number Q 21 north, Range 4 east, W.M. I 9303029001. 10cv- I co `7L- I t° N60.53'03"E 42.00' d` A,80 Found plug in concrete, v o cvcr, `�, 69. 0. p incased, in two way co w R' N��,gjp9 turn lane on Southwest m rn con .g� .�" Campus Drive - co f ® I N � �� 1274. 31 ' CALC ''-�..�.'— - I Lu .o LD 1 19.44 CHAINS N� 1311.01'CALC _ 12 N89 53'49"E'. 2585.32Uj _ Q r, SITE W J P O O O i C East quarter corner. Z co LO Go P v Section 19, Township 21 I Q; O north, Range 4 east, W.M., O Found punch in 1.5" brass r�I L z M disc, incased, in north m1 bound lane of 1st Avenue South, 2594. 11 ' CALC CUVisited June 13, 2000: 39.56 CHAINS �19 1282.63'CALC 13id.48'CALC Ln 2626.20' 19 I 24 — — — — — —� 20 West quarter corner. - S89 °54 ' 48"W 5220.30 ' - Section 19,. Township 21 w north, Range 4 east, W.M.. , Found tack in lead. Q Visited April 25,'2005. 1 I 91°06'36"MEAS o 91 °05 ' 44 " DOWL o / I o z 0 of co N Lu CU I - O ° O z Southwest corner. Section 19, Township 21 north, Range 4 east, W.M.. Found punch in 3" brass disc. i Visited April 25, 2005, 25' 30 E S89°40'04 W 2637.61' I A •g gM� �� ZA.� Gj0 °19 _ °N° �r- CU LO N 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 EX 30 S89053'22"E 2628.27' CENTRE 206 Railroad Avenue North - Kent, IVA 98032 1� ~' : •1 : •1: fax • 1'•" CHECKED ZVI Woods S Woods 1• 1' NAM& iJan. 31,2008 .4• CITY FILE NO. 08-100695-00-SU ';.. m m cD m co Cu LU V O CU O O O z 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, L.L.C. 6905 Ford Drive NW Gig Harbor, WA. 98335 KING COUNTY, WASHINGTON SHEET 3 OF 6 i OF THE NW 1/4 OF SEC. 191 TWP. 21N., RNG. 4E. W: M. - FEDERAL WAY, KING COUNTY, WASHINGTON N00'06'01"E 801.93' i N00 °06'01"E 925 16" � � 42' / 82.83' 47.02' 50.00' bU. 00 50.00' 50.00' 50.00`.~' 91.89' T r of i - m( r m m i ic*i I ai ml i c+i J ml o to � o �, Q �I I� LLJ I— to o! I JIN �I ._..__..w.__ -._F-4W w __..3 _ -___ _ -2�Z _...V Z o M___ m �c�z . f _ _._ u]I-- Im w / o �2 ,*,, 6 rnl I • cn z �° . I YYY 1 0 '1 v G �,>-z ao l' m .�w !m m o a i- w rn _ m m a to m 7� _ m m R to O G U �-+ I l in Q i— i f to Q�l I z r- m ° 'z+wLL) Z Cu r'Nr1AA2� / H� ILO mow (� �) ( ia( l �H LLI �! in¢awo . D`Q'� % �G . H ��w Z£l J�. I` .1� mi Ion rnl ( mi i _jcwn �i . owixcv v- Z O I z l 1 m Z BSBL �l I z � w z) 0 A6 — L�-_--' -----1 f-- _1 L_ cA� / / / / / CA6 C 4 50.00' 50.00' 50.00' E6-07 ——40.46' — 4 Cq ` L v- r, 1 248.7fl' 3 o .o W (0 / z W 1� L 10 j / ROAD RIGHT-OF=WAYa PER DEED N 61 i£l Cu REC.N0.2008 v U 17 rn wLU , / L 11 - N00 '06' 01 "E 290. 39' 1 N \ 3 �•"� C \ O W Ln _ \ �p0 < (U ti Ln CU 3 O 4-J 9F��q ( m < a� C_ \ �1 � \ J= o U (n (0 (Z LO L C (ll O O \ (D 3 U O \ COVI N L I— C i \ O O -i a) \ U C) O of C cn 1 4-, (0 o m \ co E r-1 ( a)C Qlo ID 30 . O a3 -P 4J -P C (0 • 1 LUL:3UU) 0(D0OC•1 ZU) CLL51> _ 00 m m v I N Key Map: CHARTS*SEE SHEET 5 OF 6 FOR UNE AND CURVE Q, a1h S61, 15' PUBLIC o st o DRAINAGE %co ti S' EASEMENT 20 '� I 0 � co' -phi Q�v^ 15' PUBLIC LOT 4 DRAINAGE ASEMENT LO 1 0 LOT 4 0 LO rWy I i p ti N6 �, + \ ' PRIVATE D' DRAINAGE N74 54 q9, EASEMENT Q•� A���,' 99. \ 1` N6 0 \ �1 �� Q 4 S4 49.. 131 `g • o S 66 • LO / h 130. E 25 �„ _ Ss� LOT- 3 - W l�� \ 3 /.�, LOT 3 LOT 2 _LOT 10 ` 9a \ .LO LOT 1 o S06'46' 16"W \ 7.22' Tract LOT 2 LOT 1 Cn LEGEND• ® = MONUMENT -FOUND -AS NOTED. ® = SET #4 REBAR WITH YELLOW PLASTIC CAP STAMPED "CPS INC 22338". =SET CITY OF FEDERAL WAY, Easement- Detail A: 1" 40' Easement Detail B: 1" = 40Easement Detail C: 1" = 50' STANDARD MONUMENT. 0 = CALCULATED POSITION. GL = GOVERNMENT LOT-2 -d� INDEX; DATA: CITY FILE NO. 06-100695-00-SU WASH 38965 0 �� �lpNF� I S i E4`` �JQ• L pN4 EXPIRES 67 2c312D0f �E11i�'RE NTE (Comw1ftnft, L1—GL2—NW19T21NR4EWM N00'06'01'Ei'801.93' SEE EASEMENT 1 1 -DETAIL 8 U . Cu !j C9 Cqj ' cU C3 0.00'_ - L 16 T LLJ- -�1� 2� CE c w r-cri ¢zm j :cn \ in o w mi e-1 I j v z > z I coo oLU M l z o = W C5A i CT9 08 ` 9> F 12a 98, WYNSTONELU �� PLAT AT r- v w FEDERA >"zw cLcr)_3LLj ¢ooc ----------_-- N \ . S00'06' 19"E 116.29' _ Lo 9 (:0 C) Uj H Cn _ 0 50 100 o01 yJo� S . <2 oom�F 'j,0 . 2p S o CALE0 �-10. P/ -5-0' 43/ �a� 2Q'00�0 <11 �S'\ i oaa`Jti� 2 : i <_ CYD 133.65' �f CITY -FILE N0. 08-100695-00-SU � _ 33 =oW3 oI— LLI w"� LL z cu .jvQz CU �¢>CL QOQ� Ln_-c� 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' 790'00'59" 25.00' C9 114.44' 52*02'28" 126.00' C10 14-.05' 32'12'20" 25.00' C11 254.12' 274'43'06" 53.00' C12 27.28' 62'30'46" 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' C 16 41. 63 ' 95 '24.' 36 *' 25.00' C17 165.67' 11'10'50" 849.00' C18 573.60' 65'43'47" 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" -126.00' C25 36.96' 84'42'48" 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' C311 140.11, 18'40'07" 430.00' C32 154.27' 9'43'27" 909.00' C33 56.16' 11*17*27*' 285.00' C34 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'- C40 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' C62 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' C68 17.27' 18'40'28" 53.00' C69 27.22' 29'25'36" 53.00' C70 53.52' 36'13'59" 53.00' C71 61.07" 15-54'17" 220.00' C72 68.07' 17'43-38" 220.00' C73 29.65' 6*04'01" 280.00' C74 56.29' 11'31'05" 280.00' C75 55,19' 11'17'35" 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' C80 85.88' 11'26'33" 430.00' C81 54.23' 7'13'34" 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' C86 203.04' 12'58'08" 897.03' C87 529.71' 33'50'03" 897.03' C881 465.62' 53'21'22" 500.00' .C891 14.06' 0*53'53" 897.03' Uj w �_ In n I U Lnwzzz � Ln Q c o- -� 94.96' C a) CD w c o 0 N00027' 47"E 228.61' I ( ¢ W `v a' UWClucV O WOLD m CD Z I I ¢ln rO N Lriwoa.o ( , cnaomo LarUa ry z w z _ I I Z LU r H � Ls. W• I.- U)UMH Uj OCWQW W>CW¢ / l VOLUME/PAGE � I0 -5 �_ WA Y7 m LINE TABLE: I ' LINE _BEARING DISTANCE L1 N89'56'39"E 21.00' L2 N60'51'40"E 26.15'. L3 S36'45'16"E 42.98' L4 N37'51'43'W 13.73' L5 N37 '51 ' 43"W 19..20 '. L6 N52'09'16"E 18.62' 'L7 SOO *06'.01 "W 10. 03' L8 N89'56'39"E 5.00' L9 S06'46'16"W 5.17' L1O 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 S00'05'01"W - 4.84' L16 S00'06'01"W 16.32' L17 S52'09'16"W 16.92' L18 S52'12'27"W 42:60' L19 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 •N44'40'4O"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 SOO*06'01"W 8.32' L32 SOO'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 N06;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 N39'1O'41"W 33.61' LEGEND: ® = MONUMENT FOUND AS NOTED. ® = SET #4 REBAR WITH YELLOW PLASTIC CAP STAMPED "CPS INC 22338". X = SET "X" IN BRASS DISC IN 4' X 4" CONCRETE POST, IN MONUMENT CASE. O = CALCULATED POSITION. G L = GOVERNMENT LOT Key Map: I Qo w r- zz t+w .J �_.: I =a LU 0 0 Z C7 •L / CENTRE A P -j: IN79-E Consu{ 206 Railroad Avenue North - Kent, WA 98032 253-813-1901 main 253-813-1908 fax DRAWN BY: D Woods CHECKED BY: S Woods DATE: - JOB NAME: Jan. 31, 2008 2646 _ - SCALE` NA JOB NO.: 2646 INDEX DATA: GL1--GL2-NW 19, T21N, W, WM SURVEY FOR: Wynstone Properties, LLC. 6905 Ford Drive NW Gig Harbor, WA. 98335 DING COUNTY WASHINGTON i SKEET 5 OF 6 0 1 1 e-4 1 L— I I I 1f WYNSTONE PLAT AT .FEDERAL WAY ys�Ej ��3 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 26 45 Detail D: 1" = 40' UTTTTTDr T nT ` A T AVOTTT �Z CENT H. 1AT TR Z�j W A P V Consuftnts, /nG, P.S. Z 206 Railroad Avenue North - Kent, WA 98032 253-813-1901 main 253-813-1908 fax 38965 ssjoyF01 S T E�S�Q, DRAWN BY: D Woods CHECKED BY: S Woods 9C . LAND DATE: JOB NAME: Jan. :31, 2008 2646 CITY, FLLE N0. 08-100695-00-SU ExaiRes 5�Z3�2ro SCALE 1 „ 60 ' JOB NO.: 2646 15 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 LIQ O / \\ \ . \� .» PORTION of the S.W. 1 4, SECTION 19, TOWNSHIP 21 N., RANGE 4 E., W.M. /' s� �, r -� I �J� � / \ , - i LEGAL DESCRIPTION)�,\ � / 1 t �� `� BEGINNING OF A 340,00"IFOOT RADIUS CURVE THE CENTER OF WHICH / v , 1, `�`. -: - SW 330 ST THAT PORTION OF GOVERNMENT LOT i, SECTION 19, TOWNSHIP 21 NORTH, BEARS SOUTH 53'44'33" WEST; THENCE NORTHWESTERLY ALONG SAID CURVE ! .'., ; I , '(�/ �, ` _ /; n RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, THROUGH A CENTRAL ANGLE OF 05'00'38", AN ARC DISTANCE OF 29.73 �� / s' I `{ I `� �''% I SAID PORTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FEET; THENCE NORTH 01'06'36" EAST PARALLEL WITH THE WEST LINE OF / I k { 1 1\ W � THE SOUTHWEST QUARTER OF SAID NORTHWEST QUARTER, A DISTANCE OF '� / I ` !� * 10 COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 19; THENCE 183.39 FEET TO THE POINT OF BEGINNING; / I , ' , ;• \ �� 1, ` r f' ALONG THE NORTH LINE THEREOF SOUTH 89'00'18" EAST 335.78 FEET; _ ) \ , `� �� j RECONFIGURE INTERSECTION FOR THENCE SOUTH 01'3516 WEST 42.00 FEET TO THE SOUTHERLY MARGIN TOGETHER WITH AN EASEMENT FOR INGRESS AND EGRESS OVER THE SOUTH , ` � , \ \�� n LEFT TURN LANE ONTO tOth AVE SW. f,(,; ;r OF Tt 1E LANDS DESCRIBED IN DEED RECORDED UNDER RECORDING NUMBER 30 FEET OF THE WEST 264 FEET OF THE NORTH 412 FEET OF GOVERNMENT ~ / /, ' \ i ` { \ \/1I. $SOi 170665, IN KING COUNTY, WASHINGTON; THENCE ALONG SAID SOUTH LOT 2 IN SECTION 19, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE 7 / `\ z s \ \\ ",� \` �\ MARGIN SOUTH 89'00'18" EAST 18.07 FEET TO THE BEGINNING OF A / 1 MERIDIAN, IN KING COUNTY, WASHINGTON. t t \,\\�� \`� 1 ' \ I CURVE CONCAVE -TO THE SOUTHWEST HAVING A RADIUS OF 658.00 FEET; 11 / ;}'. ` ®� Z ! `�> C s� THENCE EASTERLY 700.54 FEET ALONG SAID CURVE THROUGH A CENTRAL `3 \ k F R ` \ \ �> T 4 4 FEET TO, - i \ \ \� " \ \ o ANGLE OF 60'59 59 ; THENCE SOUTH 28 00 19 EAST 22. 3 EE THE TRUE POINT OF BEGINNING AND THE BEGINNING OF A CURVE CONCAVE X.. / \ \ \\ c • `\ \ �, G S 7 ADDITIONAL R.O,W. 0' \ ._ `.3 ( /I X \ ` \ \\\ \ \ �\ \ TO BE DEDICATED TO �� 'To THE NORTHEAST HAVING A RADIUS OF 842.00 FEET; THENCE SOUTH- 6 -, / ,\ \, \\ \,` \\� \Vi \ EASTERLY 217.49 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF �, '` \` �\ � , \ � \ � THE CITY 14'47'59" TO A RADIAL LINE OF SAID CURVE WHICH BEARS SOUTH 47'11'42" - - \ \ ' ® \ \ \, \ \\ LSITE WEST; THENCE LEAVING SAID MARGIN. ALONG THE NON -TANGENT EAST LINE \ I \' \� \ '� `� \ q` \ \ OF SAID GOVERNMENT LOT SOUTH 01 1312 WEST 390.17 FEET TO THE i, 1� SOUTHEAST CORNER THEREOF; THENCE ALONG THE SOUTH LINE OF SAID , . \ \� \� \ \ ' /` � �� ��°�V �`� ��, c,� t, j SW 348 ST GOVERNMENT LOT NORTH $8°59'20" WEST 561.92 FEET TO THE BEGINNING (-- S A G H A L I E "' 9��' \' \�. \ �� F OF ANON -TANGENT CURVE CONCAVE TO THE SOUTHEAST HAVING A RADIUS /1. ENE THROUGH SAID BEGINNING BEARS NORTH '��'� . { �\ PARK t ✓ j I \\'' �oF \I.\ k\ _,�`\\\ QP' \ \\ \,�'s�s \ OF 897.03 FEET (A RADIAL L 74'48'34" WEST); THENCE NORTHERLY 732.77 FEET ALONG SAID CURVE '` i >. 92 \\�;r'\ �� •� \\ \ ��<" v o �ko ® , \: o VICINITY MAP THROUGH A CENTRAL ANGLE OF 46'48'15" TO THE TRUE POINT OF BEGINNING. \, I \` �',� O \ v \ q I a I �r^ �\�\ i \\ \�s �f N.T,S. A N SECTION 19 TOWNSHIP 21 NORTH, k ' K) 9� 1 0 I �'s iS ��F\ ,, ��� \ \ ,�� �es'� T \ o . \ ��`•. THAT PORTION OF GOVERNMENT LOT2 1 SEC 0 , i , i �� \ , RANGE 4 EAST, W►LLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, i \ 1' :111 5170 $F O \�\ \ I ' �,�,\ s, ,� LYING NORTHERLY OF A LINE BEGINNING ON THE WESTERLY LINE OF SAID ' ' S{�25 SF \ \ �\ °`, %i WETLANDS GOVERNMENT LOT AT A POINT 412.00 FEET SOUTHERLY OF THE NORTHWEST / .h J I / \ \ CORNER THEREOF; THENCE EAST TO THE EASTERLY LINE OF SAID GOVERNMENT i a� E 5.5 20 \ a LOT; EXCEPT THE WESTERLY 264,00 FEET THEREOF; AND EXCEPT THAT I / T ' , k a��2o� , / , I { ` �� \ \ s�cr% \\ WETLANDS DELINEATED BY HABITAT PORTION THEREOF DESCRIBED AS FOLLOWS: \ o P, og� 66./ { �\ \ TECHNOLOGIES IN REPORT DATED ys "�, Qo - 5.0' I •'°, �,.\', \ 4 8 03. THE WETLAND �� \ \ WE BOUNDARIES COMMENCING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF i ;;1 % \ ' 1 2 ; ; ' �''�S ' I \ \� r ��";I REFLECT A FIELD SURVEY BY DRYCO THE NORTHWEST QUARTER OF SAID SECTION 19; THENCE SOUTH 89'27'31 I (: \ 4� / 1 i `� �� ; EAST ALONG THE NORTH LINE THEREOF, ,A DISTANCE OF 264,01 FEET TO j / \ ��,`. SURVEYING. \ 1, 5005 SF POINT F INNING THENCE CONTINUING SOUTH 89'27'31" EAST, { °` I I t6.0' T R A C T A X. THE PO 0 BEG I + ' `\ ; 1 , ;� \ I �\ \ �.��'\ \ t* A DISTANCE OF 298.22 FEET; THENCE SOUTH 21'47'27" WEST, A DISTANCE Ir i�ITY OF \ ` \\ I �t \\ / _._ 93, _-I-- .� TRACT D -- DRAINAGE I \�; ���'* � � WETLAND A: 1029 SF (TO BE FILLED) OF 122.9$ FEET; THENCE SOUTH 70°0$ 00 WEST, A DISTANCE OF 83.38 , FEET; THENCE SOUTH s3'44'33" WEST, A DISTANCE OF 164.46 FEET; j �' IFEDE'RAL WAY _ ai I - .. - ; LANDSC PE \14465 SF I d \ `` `�, j THENCE NORTH 36'15'27" WEST, A DISTANCE OF 44.74 FEET TO THE i I I `wAi�R' R \ �� �.; I SEPARATE PRIVATE / I 610 SF , I \ `9 7 L.�=39 LUI�'NAIREM � . I DRAIKAGE aACIL1TIES , 13 \ \ ;d \N11 �;�TBA CKS j �� i L. 50. SHALL\BE PROVtdED FOR , �. 6246 SF` 10', I `, \� . �� \, \ t - / I LOT L\ i �� 2�'R - - - I o;, �� 1 I �\ 1 tr / fi44' - `> , I I `goo � \ �I �iC; �•IAA' FRONT: 20' j I / ,_ _- _ I S I 5 J BbX DE. ' J, 0 \' \ \% I , I v T.L. 4 t, i `n 1 5300 SF I l \ �\%c > I \ 14 \ 1 __ __'_ i \ ,x� � REAR: 5 RM2400 - 146 -._ - .3 11 \ II i R`.� 2 0 0 ' s H RIM=288 �e O 4 I,' / c., I \ NO {MBASURFMEi,, ,, ,\ V �� ��� Y i f -- - __.. __. ._ _ J L \ 35' \35' r o 8 I � , SAGHALIE j \\ 1 I r�' I 5300 sF `�' `� I 1 \ ` I�� D 1 : I •!. ` cJ r.� L III .1 O \ 1 1.JR. H{GH I �� I �� S -_ _ i I G \ 45 ` I�A>. _ _ T _., in �D 7 ;I I I AREA: TOTAL. 13.49 ACRES r ' I / u, i o :� I -�_______� p� \4 ;'� - -; o �. I 530o sF i o I AREA TAX LOT 30: 8.48 ACRES , I / ,I I 3348 SF i. __ �- ." 'I , ® . - `1.` \ t� ► AREA 'TAX LOT #44: 1 ACRES __ � - -- -LOTS: ,' 6915 F u� \ - FEDERAL WAY ► - -- _ �, Ni- -i. ^- \ t` �� PROPOSED ► T 4� ;' FUTURE MULTI- AMILY -+ \ 1 � LOT DEVELOPMENT -', 34 - -- I`, ( M 2 400 (TAX LOT 4 DISTRICT I ��- 5 osF I R' T ZONIN R (T # 4) SCHOOL D � 1 / \ a . 2 i . I o 2 ZO : RS 7.2 TAX , 7 T.L. 33 - _ : �: GOLF SED DENSITY: 4 1 i. o ► KLAK G OPO Y 3 3 UNITS/ACRE 6 SF -- \ 2 B . -- - - _11 ,- - .G l\. I PR SINGLE FAMILY DETACHED RES1D. I ; , , _ - -_ _ PROPOSED USE: SI �; ' r 11 LANDSCAPE , +. ` i \ 5306\SF �. __ _ __ - _ -_ - _ - - - _ 111ORTH LINE GOVERNMENT LOT 2;n i 1 '-----589;!8'44'E 298.22' ° w - i fl I_ 1` •� ( T.L. 4 PAR B FFER I- - - - _ I i I I 'r't 3 CEL NOS.. 192104 9044 •EDERAL WAY FEDERAL WAY •r3f, '• 0 2CO.3 t-- - - - - - ._'o _I �CH40L DISTRI T SCHOOL DISTRICT I ' ' `! ` `n -' - - _ , - l - {,_;_ " r7 - -n - -__.--------.--- 1 `� 1_n 109 5°-- _ -- -- f- f03 �.- :YJ 11,., I 1 . �- 92104 9030 { ; ; ,I , `l z 'n j �• , sl 735 SF o r i i l '� 0L.5 R, 2 t, �,, �� 1 g i i 11 T.LD52 �C`�-4 1' _ I ` `-, y r- ---7 / . + - I , o. I ; I I , :w O �9 1 756.1 SF l\ i' \ T'`� 4 I' i �� f I P -LUMINAIRE t `4 d N �I -- -- \ �� � ' 72 F 3 TE SER VICES • „I I, �� i r , i x-, /� 1 � QQ S I I -LICHI J BOX �. 25R' a,� KiLAK GOLF.1-1 ,. I SEWER %LA �`.; �\ I ;� ` j , , i �: _I_. 1 I- \ 9\ `,� 1 LLC KEHAVEN UTILITY DIST. \ �, I � I TURN- AROUND TO BE - :1, / ; 4 4 , �. 4 �' , I > {, REMOVED AND j ' % i ' - I �6 I \I I �\` rl, \ ,g8; -i - - WATER: LAKEHAVEN UTILITY DIST. �, I '*�� CONNECTED TO PLAT f' ' 11117 SF I b I I, i ' y 6 I / 8p . N __ i I In \,X SCHOOL. FEDERAL WAY �, 'j \,; � / 1 ' _ 43 , I I 1 \. \ ; ., IA. - SCHOOL DIST. NO. 210 r 1 __ �,`.,� (0 I© + 2 41% .L.' 08 FIRE. KING COUNTY FIRE DIST. NO. 39 4: �`"� � '� a �'� . ; rt 7516 SF � I 7245 SF �, 0 25'R I \ TELEPHONE: _14\'�'op. A-i' � \ a.' '� 2'S'R i, \ iV Q W E ST �` I o� ; ;o Gym a �►: '- s�\ 745 sF' �27 SF is �� d ELECTRICAL & GAS: PUGET SOUND ENERGY `.\ = o- _\ , ip i 4 7 _ _ 1 b . < \ , ., 15' DRAINGE \ 1... 'poA \ '� a ! b'' 2' - - - -- TOT:7 -`�' �. ,I MT. x CAB T.V.. �., LE C0 AS \ 1-,:__. o QS of f ; . _ - - - - _ - - ,. \, � N E� R S . 2 T \ G7 I 7 M C N4 C �Qti 3y t�6 j (I ! 72' 72' r \' . A2 �� / ,j 1 I � , +JI �,� �' sT F�� ��a 1`� `� I 72' I i I , ; 72' 5'R O. A WE AND / I E�(lST.; 15 DRAINAGE \ 9, �,.N RF 4. I , I A G , \��jS `'f� Ft t �� 0 3 5 i i -I I v� . ; L IA o , 2 1 i EASMENT (RAC. NO. • TQ /1 i` TC� OMEGA ��< �l , � .:1� I �029 3 I 1 t� A l� ! J fNTL. .� ..� `��" -�; •,/ .I I __ i j V�_ `, v' 5'a SF \�' 02,SF � ... I 200 0204000039) =' �� 7480 l F I I 7 I % \ f i 40 , o- . , \ 4 i , TRACT A: DRAINAGE/ WA TER QUALITY,• 14465 SF - PUBLIC INVEST. .,- - l; L 3 38 ` ns�. ° , \ �ti S � 6 720o sF i 7871 SF ( - - __ QUALITY: 4062 SF - PUBLIC ' / ; 1 138 I I `� b 3 �' \ JA4 3 TRACT B: DRAINAGE WATER s - : �s i 7200 SF \ p 7200 SF - j \ \�, \ `� / I i I , I I TRACT C: LANDSCAPE: 13353 SF - HOMEOWNERS ASSOC. E�) �� �s 29 I I I T.L. 30 �, a i � _ l) .o - �, \ i i 0 i p ;2 �' � I _ __ 5�� j ! - - I Q 1 o • 1 3v, . ./ ------ I-� N - -- TRACT D: LANDSCAPE: 610 SF - HOMEOWNERS ASSOC. fl 0, n 8 -.. - - r - I - __. _ _ ---J . - - , -- -1 L ._- _ _ . - _ � _ - - 3 / C / \ '11,> � � � _ �-34 I `, .% I 6 , I i . , , \ --p , _ _. \ ' 2 . _. ___ ` _ ° i TRACT E. PEDESTRIAN ACCESS: 2980 SF - PUBLIC `/ �� ) 0 C i �CO I �` �, ` \ > 72t 72' \ 25.4' �� / �h \ 7200 SF % (0 f - - - - �, I , \ \ \ � ,/ �I \ __. _1. �.. ACCESS TRACT: 2140 SF - PUBLIC ��' I TRACT F PEDESTRIAN 1. TRACT G: SENSITIVE AREA/ WETLAND: 16444 SF HOMEOWNERS ASSOC. STEVEN 1-1 q \ o goo o oo \ 3 - _ .._ _1 + Iv.,, Ir �7 sF ,'' . "' `;• \` �' - . - - t i'1 S` A 0,?, �o <<. / , \ �� _ s1.° - - --�� LANDSCAPE: 2.'8 SF - HOMEOWNERS ASSOC. I 9 __ 3 `a 7,185 Si TRACT H % 33 /- TRACT H i - 2 ", ED 6 I ; ,," 72t5 SF `\ - f � cam+ \ \% 7200 SF \-\- . � i` \ j NOTE: T �, \_ _ 1 �,3 _ 0 E. A 10' WIDE BUFFER SHALL BE PROVIDED BETWEEN ANY RESID. 1 \ ; ' �,, LANDSCAPE I o o _ �? \,,, �- 8 SF ` ��, _� ' - I so STRUCTURE AND THE fOP OR TOE OF A FILL SLOPE OR A CUT SLOPE `- -_ h 6, 0 `ii 50, TRACT B 60, 67.3' 67.3 2 67.3 3 26 d'. _ ' - - "'� 8� - �` I 67. -/--\�, - \ - \ / `�°a �- ( 0 GREATER THAN IN HEIGHT. I„ \ \ `���\,\ DRAIN AGE - _ - -= - - - - - \ -- - - - -- ` ks �o� / �; - � n \ \ T - �X __ _ TRAM G sF �2s2 s. 3 I. 1 1�1 ! \75 �- fi --�-; - GRAPHIC LE EXHIB I ^� SCAIT.JL �� `, �\ '� '\ I h I 1 I' 1 6 -- oo s \ 'v, 2 3 � I c j� N I TI VE \A E A ��sFMF '� 7249 F 1 ! _I 1-� I I r ( ; j \ 88�5 SF I 50 p 25 50 , 00 200 ���G�.�..�.,.�V�.,....�. .�.. �1 sE S R % nrT ; ; 31 30� t- 1-.,1 2g � �; J�472 SF I { 9 WETLAND 4 \ \ N' 101 ` 7201 sF ( 128 "� \ - - -' 7 1 F i' i� w 20 S 7201 SF 1 T b 1 ; 7201 'SF' Q� 1 1 _ \ I ,'� i6444 SF ��` cp??,'\ I I\ I I I t I T- I .- 'I �f i 1._ - - -�- _ I ' 36a' ( IN FEET ) 2 7' , \ I 0 I I , '7 \ \ \ �4 LE N0. 1 m \\ \ \t. I \ ® I I i I ! .1 1i 226 SF �! \ \� j Sri �! 1 inch = 50 ft. CITY FILE 630- o� ��_ L_ _. %7. ! 1 _'C - - - i i I �:' I \ '. " 03- 02 00- SU \ -. - I I 1I ,, r - ,\� � 2 4 \ � 11 I 1 SF \ \\ 25.i' �Xy SEWER EAS ENT o - - , S l_ i 1$00 C� 1 , i �. �._-�.�.�. .� .� �. .� \ � 67.3 ,12fl `-6�.3� 7: 3 � - �-- - _ .1 @7.7' - - " ��-� � '\--- - �'�� ' � _ _ __ - _ = _ _ - _ 1;, L --- I WILLAFZD "" -r r _ CROW '354 I TA-2 ,A-3 1. ,� s �� ,, ? I I �5844 E •�.T4 S '(ine\Of the N 4i2 q. Gb erhment Lot 2 � � = 'DRYCO � � •��\ 3.4 ,• 4 0� A,�sgl gt�th ... .. T.L. 28 - _ I 3 _ .. " __ I TA-4 1-=~- �� } bGc �0 :3, _� • I I r� i . \ -� \ 1 I E ND` BAR W/CAP A - I N- 5 TA-6 I I , i - - \ I S ,8 62 DRYCO � o `)�' EXIST. 15' SAN `pEWER ~` � 9 U 5 \ 1. \%10' N Surveying InC.'OY' �Y'�ted JOHN 1 L�' ? \ -,0 EASMENT (REC. 0. _ I I N- ` \ ,\N,� 1 o.'6'9' I moo., �- NELSON I L 14 \- ^ 20010312000348,-�,----__---- I PLAT OF OR HID LANE �; r ^� RS 7 2 -- 1 `� I 1 0 12714 VALLEY AVENUE EAST 5 DLI Ij TA -8 TA-9 R, 2 8 i i 2 0 2 (HARBouR HOMES) TR A C T B (REC /0 P E N) �°(51 i c I SUMNER, WA 98390 'wvAZ .2 1 TA-1, I 253-826-0300 FAX 253-826-9703ommm �,I .., i, i REVISIONS; 1. PER CITY 2. PER CITY REVIEW 5/10/04 O z W(��� Wdo z (�) j 0) 6 00 I W) ,_. VNQ� i Z -- N W cn c Z o Z L L.l_ � T � c° L° 0) a (W W D w w Z m4 �� 7 0`� a°- 1 b!w z 4 1 -J co Q_ fi 11 DO '1 LQ n ZQ n Q) � � (n.\," ,�3 .St. Z LO J I,< a,- N Qi U w 0 a :zo'N � (n`)�� M n M Cn�n- __j 4_ ►- U-) to ``" a o N 0 0 r- Qi l Ja a fi l° a m � W 0 �_ U Z 0 L . DATE: 3 14 03 SCALE: 50' DESIGN BY: JJJ DRWN. BY: JJJ JOB No. d �ld �� SHEET 1 414 1 12004 OF 1 v'� \ o 4 5 \ 1 C \ \� O i \ • \ /,moo I F u� o ` �' 530 SF \ `a o 'DRAINAGE TRACT A , 3 334 SF \ SCALE: 1 =20 / \ ' \ \ z, 6 \ 1 o \ \ \ s \ 16 \ 103\ I ob ; \ \ p � �- _ 1 \ 69 5 F J \ \ ; �, o o \ FUTUR MULTI- MILY cr \ �� \ 1 \ 34 I I 't '\ LOT OE P N �• . LO ME � � � — i � 1 o"� 10 I R UI 6 —� off' \ i NORTH6290 r p 1 53.00 SF I I n•• _ _ LINE LOT 2 it 9 '44.E .22 \ ` bCo 260. � Do / M CO 1\8 IO\ 1-41'- F� L01NAIRE TURN -AROUND TO BE IV /1CB \�o� 75�kSF \ ` \ REMOVED AND�20 SFLIGHT J-80X CONNECTED TO PLAT 25RC�. CQ RIM=355. s"62` 3 ;8 Ie ADs44 IE 12" ADS f'�E=353.0012" AD E5E=351.511111743, 42 00 2 SF7516 SF 724 SF �1GG 0 t 2 R074 5 SI ' 69 6• 40.5' ` �72' \ �'\ ! Cd "' 27 SF \ \ \ 1 l 6T 107.7 6 ( 5' PR�{�1GE — — a�: \ � \ � I ZEMT. \ , \I a �.1� �6�' \ 72' 72 \ v 72 C r \ /. \ 72' \ 5'R AN� •\ / �'� \ \ \ I I •/15' D{�AINk�GE� \ 3 \ \ Lo w o- \2 \ \ I EAS ENT (REG. NO. I QL Q W it~� 1 .. =..� Qj fLLJf^^ V o Q a b. n 7480 F , \ N C 04-S 200 02 OOOCt9) a I - 40 t. \ I v c I 38 140 \ TURN -AROUND 36 7200 SF 7871 SF , \ DRAINAGE oI o� 3 1 ; \ \ TRACT B 7200 SF o 720o F I H `. Q.r.^ TO 'OE i \ \ g ': 4 9 r) B / - QO REMOVED 0 .0 731 � 6 i C8 cP 6 \ `� o \ \ 3 AND CONNECTED D�� \ � �` ,..i � � \ � \ �. 40 TO PLAT 72 72' \ \ / 3 1h \ 12 1\ M I — — _ 25.4' / ,200 'SF �\ —� '4) __ LEGEND 4 TRACT �� C' } ... � NDS APE MH b h � --- - 7- �� u � ,,...� .. rn Q PC 77 9 SF p�O "\ S W 3 4 t h S 100 ' \' - - '� 8 SAN. SEWER MAIN S +� 278 F M H _ M o �,\� , \ \,.' �� \ - - ',- -= 1Z185 Sf{ I �� ��6 O k - '. ` , CB �. \ i 7200 SF 8" WATER L 1 3 p / ER MAIN 50' 1 SF 72 Jso Co EXIST E \ a 6067.3 0— 67.3' 12 7.3' 6 r \ 36 - ----- _ \ �o '�: I 12" STORM DRAININA \ ASEME� 406 ^ _ so,3_(j' 3 l \� v r--- — \ O \ I S4 STREET LIGHT TR A�`T� G �. , / \ I I \ / / 7soo sue- I -'� 72a9 F ' �3 l ( ! �� \� j ! \ 3jo 2.� . - GRAPHIC SCALE i SENSITIVE'fi�E472 A 1 a4 / --- 5 Sr,- \ \3s CA WETLAND ^ \\ o / o \ o I �I 29 28 /jam �- - ___ I.�I 3S8 50 0 25 50 400 200 �� '.V(. DATE. \ 7201 SF '- 7201 SF I�vI 201 SF o 7 01 SF �• _ -- -..�C _ _- --- -- _ \ 1 1' _ ( �\� .� 14 16444 SF J \ \ 2\ `-- DI �3 7�6o PAGE �F �0 V 24 2 -; 72 6 SF 004 SCALE. 5p' �, I �I / \, --� \ I ( IN FEET ) --CB — .: - •, \ \ \ — —— — — — — i / ',3j \ 1 inch - 50 ii. L /o �24 I� 25. ' E IST.WER E�A��4ENT 67.3' I 3 3G8 --_/ / �j 5` 111300 SF s DESIGN•. BY J��..... ?�� \ 354 ( 1 TA-2 TA-3 ,Ib6 S �� �, v' r" w o m \�6 \ I I \ I 8 58 44 E 10 .7 S jr i the N 41 G ver.ent Lot 2 ---� — — 3 �� 4 og 1t4$g TA 6 6� _�o �� l I I - — \ \ \ DRYCO APF. BY TA 5 TA-6L� i� I ^cn3i8 I 376_ _--�� / \ \ �� IFND BAR W/CAP DRYCO : I . \ EXIST. 15' SAN $EWER IQ I 1 37j 372-� �: ,� I LS 0t �2 Surma b JOB Na: � ... EASMENT REC. 0. � I \ \ \ eying, Incor. orated 4 T L TA-7 ,° ( ICI PLAT OF OR HID LAN �:n' ^c� R S T 2 �, `= I ID oW P o % { q _ 20010312000348� ) % I E I 12714 VALLEY AVENUE EAST sai4s I. TA-9 / ,. > 6 TA-8 TA-11 ( I 2 O I �O WA 98390 l �arersSHEET 21 I I SUMNER, 4y } I 253-826-0300 FAX 253--826-q7n.� r E7GiE4 e u OF A PORTION of the S.W. 1 4, SECTION 19 TOWNS / �/ ' � 0 HIP 21 N., RANGE 4 E. W.M. ,/ \ \\ \ \ \ 8 2 5 , 0 ROW SLOPE EASEMENT A:�� S- NEEDED 6' LANDSCAPE STRIP \ ' SIDEWALK g' 18' 3' UTILITY STRIP "1 / / I \ ' \ \ `�\\\ RECONFIGURE INTERSEC110N FOR 29 ROUGH ~ N LEFT TURN LANE ONTO 10th AVE SW. HALF WIDTH\GRADE m \ \\ \ \ FUTURE ROAD & PAVEMENT ` �� / \ / ` \\ \ \ R �\ Z`. \ `D SIDEWALK \� \ �� / Gf?AOSNG \ \� c��' \ \ \ \ �� 7 ADDITIONAL R.O.W. TO BE DEDICATED TO THE CITY S \ THICKENED EDGE ASPHALT CURB00 AG Al I CO TYP SECTION 1 Oth AVE. SW LOT 44 FRONTAGECID P OPOS D , / • I EX STING 6 I CO TOUR / I �� Px , O _k* \L 0)\ \ \ v Q / _ 66. F \ SlGr� IP�ALL- O` 00 16.0 A T A To \, \ - \ \ � � � I 97t , GE\ .; \ �A DS PE \ / `J SE RATE PRI�A \ OP W L: 3 0 I \ A1ER �> I-\� DRAI AGEACILI 1 \ �1 \ \ B T WAt�L: 3.0 �t �' X LUt�1NAIRr o l 1 366 o \ \ GRA NG cP ` �� �•\: SHALL BE P 0 I Un _3 \ \36 %OT 45 \ ' \ ; \LIMITS ,op\ 1 ' r\ 68 �`� ` ?�14 ` \ i T WALL 312 \ \ \ ^ % �> \80 WALLS. 306. \ °o \ \ ` O �� 1 TOP WA \ \ \\ �iG�aal� \ \ T. 4 o WALLS: 3.0 \ b Bo w ------------ ` \ \ +n ` \ \ \ \� ------------- -� t \ 4 \ `\ RM 2400 4-- \ \ \ 6 \ \ \\ ` �\ \ \ \ \ SSMH RIM=288.3 S' \ \�� --� v; �ALLS:\ NO M ASUREMEN�-SAGHALiE TOP 316. s CO OT W�11S: '�08.0 NRp D �, \ I 1\\ \ `n \ \ \ \ 1 \ \ \ a 1Q3\ \ �\ �0 6 ( \ I \ \ \ \ \ \ \ \ C° ___1 "� \ , \ o\ \ \\�,' I \ ` ° DOUBLE 4° HI.-H 1 �' \ \ C. RETAINING WALLS ro \ 103\ I' 6, (BENCHED), 5' Ar-ART WITH LANDSCAPING IN 11- \ rn , ,a ,3\ �n o FRONT OF LOWER W _ / , ��, �• \ \ FUTUR MUL MILD � \ ` `� � \ �, \ \ \ � AFL AND BETWEEN i �\ C LOT DE LOPMEN \ \ \ � 3 \ \ WALLS. 1\ �� 4° \\ \ I M R S 7 - - \ \ \I \\ , \ o . 2 GR ING , \ \, \� \ \ \ �l I TOP WALLS: 322.0 T IMIT 0 BOT WALLS: 314.0 � NORTH LINE GOVERNMENT 1 b: 2 \ 44'E TOP WALLS: 326.0 � I ' 1 i 0 0.3 - \ \ \ j '� BOT WALLS: 322.0 RS �. ' o ti 11 ` ` T10 1 !i00 ) 1 19 LUMINARE \R l \ 3 40 7� ti ! N I 0 EXISTI ` LiG►•iT ,l--BOX j ! / % :' j ! 2 Ci I CONTOUR P \� TURN AROUND TO. BE r i , , 44 i \ a' 91 R M AND. j CONNECTED TO PLAT_ ' o \ CO TOUROPO - r % 4 C A /� ' / \(3), 2 R \ ' �� , OTEN�IAL \ c9 4RAM 2 T ` ' \ 1 v. \ E VELO � 6 - I 10 \ / / ! 15 DRAINGE \ o � E TI � � • I E h�T, `, u� 72' 2 ` 72 72, 5'WE B35 LD I I R S 7. 2 CN \36 SI o 3 1 �� J \ o GR ING o� \� o / . � �tt t►'CD LIMIT / o . i< _ / 1 \ r"n � /-\ / �• p,� R \ wom-w�,,,+ ' 70 ✓ ' , o \ �, '� _ \ \� S4 8' HIGH REINFORCED FILL ROCK WALL 68 12 ` \ \ ' , _,_ OR CONC. RETAINING WALL. — — 25.4' \ + v,fi 3 TOP: 350.0 4 ^�` \ >o \ 1 w "� i BOT: 342.0 ,o OD L_ �RADING V - - f 4S . _ �o LIMITS - 3 0 \ - � ` I - ` -- - - ---- -- \\ 0 E a 67. - GRADING^ _�6r, -� 3 ` xisr, St.TR C T B 1 60'3 0— �67. 20�\ / \ LIMITS 36 _�--- - - \� \� ( \�. \ SS° p EASfMf D AIN GE�_ / --- 1 2lso —,\ -- - -Q� CID ��\ �.._ s� TR'AG� G 3 i I I v �o - _ I �3s4 GRAPHIC SCALE \,,,., / 1 \ :i SENSITIVE ./SEA\ \ I I �3 I { % . M° \/ j� _. — - -- - 3jo 23 \\ 50 0 25 so 100 1 �4 / _ \ WETLAND \ \ o / �\ 3u o I 29 128 �`6 \ \ m I(7 �S ( IN FEET I "'I 82 ( I J /j j _ - O -- - - �\ GRADING 3` .� \ 6O 1 inch = 50 } ft. '$ \\ - •- - -` - - - - - - -\ I I J L _/ �� LIMOS % \25. ' IST. WER EAS ENT + 368-�/ ,�o ' �� 24. ".\ \3>� •°' ` g5A- T71 TA-2 TA-3 6 �,\� " \ \ �� 107.7' �� s\\ I 8'58 44 E 10 .7b' t -- T\ o 65 \S `ne\pf the N 41 of Government Lot 2 T A- 5� \ '3 r I I ------ - i \ i \ DRYCO \ ICI w/CAS DRYCO �' ICI LS 1ff�? g 1 :v A �-- ' R 7 ICI PLAT OF OR HID LANE R J 7, 2 Surveyin Incorporated S 12714 VALLEY AVENUE EAST SUMNER, WA 98390 253-826-0300 FAX 253-826-9703 i 200 300 350 340 bill '...... ................. ......:... . .... ..... ::.., :.. \ EXISTING GRADE ® SECTION LINE v :. :... .......... .:. . o o \ \ W w .. 'PROPOSED . \ 0 . . .... o ... GRADE . - : � �. SECTION LINE z_ ;. W .. .:. _.IL ' . .... .....: .. ..:... ;.. \_ .. � . ............ ....: .. . ... 1 +00 1 +00. 2+00 3+00 SECTION A -A SCALE: 1" = 50' HORZ. 1" = 5' VER T. 2+00 3+00 SECTION , B-B SCALE: 1" = 50' HORZ. 1 " = 5' VERT. 4+00 4+00 350 340 330 5+ 00 PROPOSED GRADE ®- SECTION LI 6+00 A U ia J 04 \ Q LJ Q z \ a c \ a HIGH CONC. \ TAINING LL' ALL \ LANDSCAPE TRACT C 1 E DRIJNAGE POND �N SEDIMENT CELL 1 I�EX 1 1 +00 320 SECTION E-E SCALE: 1 " = 50' HORZ. 1 " = 5' VER T. 310 300 310 300 TING GRADE ECTION LINE 290 285 0+00 380 37 36( 35C 340 330 320 0 0 0 ROAD Z W.. a \. . ' .. a \ I. \ I: \. I.: I I. . w \ ROAD I I ' i PROPOSED; L' GRADE .® I . SECTION LINE EXISTIN GRADE I. . ® SEC ION LINE \ I ..... : ROAD z IW \ . IW. IW ILJ W z zit I � \. ui cc \ STRUCTUR �. Iw CL 0 a. \FILL, DOUBLE 4' HIGH RETAININ WALLS p (BENCHED), 5' APART WITHLANDSCAPING IN \ FRONT OF L WER WALL AN? BETWEEN \ WALLS. \ I I \ I \ I. I; I ....... . .. 310 O+CIO 1+00 2+00 3+00 4+00 5+00 SECTION C-C SCALE: 1" = 50' HORZ. 1" = 5' VERT. 39C NO 370 L. Ii I I I I i 0+00 1 +00 2+00 3+00 4+00 SECTION D-D SCALE: 1" = 50' HORZ. 1" = 5' VERT. 5+ 00 6+0C . �� -� e� i 4 � � � � ,._ tt"s i�j iN ' !``�'1 :! j��... .. ,f.. f i_._ '�i i � � ''' � e ��a � ..�t`v,' ii_I t :.. .. __. lo SITE PA TA I I AREA: TOTAL: 13.49 ACRES 1 AREA: TAX LOT #30: 8.48 ACRES I AREA: TAX LOT #44: 5.Q1 ACRES I PROPOSED NO. LOTS: 48 1 •I � GS BONING: RS 2�•00 (TAX LC1T410)4)1ZONING: X I' E PROPOSED DENSITY: 3.18 UNITS/ACRE I �� S f I PROPOSED USE.: SINGLE FAMILY DETACHED RESID. I GL \ `� G+ 3S $03 1 P a/ c \ A\\7�(z( � $ GsCA k S FX6G —� A I E sir �60 —T\ cs p 4to � I Ij6 P 0 �\ux> _.M /> / / 1 d� FX(3Q �FIR36 FlR36 ol Og� co R30 / \ FlR36 <) c + pew 6' a� /N�OiI • is T / I / / I FIR36 UA / A FX6CL L$ S 366 \\ \i I C FlR48 36g �\ 4 • . \ I O \ . \ I . __._...__.__ , _.-_____________ 4 �0 1 \ FIR3 I cc �1 Dc 3) �� �� 6' / 2 \ \ � 5 SAGH A 1 i I � ��(p R48 L E �\ J R. HIGH I ��� Gs Fl 60 \ / FlR3 5I 1S \ MAD24 FIR24 r L___ _. _ __J I Fl 30 \ ' GS -_..._______--_____----jRP FIR4(9 BfRlz •3 ' �� Fl c cc - r I ^j R ` Hi MULTI -I` IL rn s 1 Gs \ LOT D L C / �76 MAP 2 -- , • p \� � O � `'� FlR36 \ \ cA _..f/ _ — , ' - i ----------------._._._..—NORTNLINECaOV;:RNMENTLOT2 ~ 376 FlR48 127�'� s \ RP 36� �\ 0 42.8' 26 00 5 FllT2 RS 7 2 Fl,4 S' Q LUMINAIRE FlR14 LIGHT J,-B0X �'� / � 2�,R 4• � � c CB RIM=355.96 cs CO gs \ IE 12" ADS W=351.41 �� c,'� 44 IE 12 ADS NE=353. 0 0 �, � `• IE 12" ADS ESE=351.51 1 I RP r 4 s 3 �, :j FIk48 42 W to Lo •' ,:. 3• \ 2, RP rn � H/C RAMP F / `� , , , cs �. \ \ I 0 6 5 72 7' I 10 \ H/C RA /� e� ' FjFl9, 0 \3� 72f 7GS 2 72'72' 8 5 ,o 8 coo Gs 40 '�- ',• N• I V NI 3,6� ( 7 I 38 RP P M 3 C MN ' TREE REMOVAL 5UMMARY: EXEMPT TREE REMOVAL _ vP / FUTURE R.O.W. TRE55 TO 5E REMOVED: TOTAL EXISTING TREES ON -SITE: 630 / EXEMPT TREES TO 5E REMOVED: 210 12th AVE. 5W. 11$ TREES + I \ c TOTAL NON-EXEMPT TREES: 360 12th PL SW. 40 TRE'E5 Dx �\ 25% TREE RETENTION: 90 13th CT. 5W: 11 \ TREES TO 5E SAVED: 3bDN SW 339th ST.: 51 D N \ TREES TO 5E REPLACED: 54 TOTAL: 4(o N P G TREES TO $3E REMOVED FOR ORCHID Fir LANE' 6E(!E"R d DRA(N4GE EASEMENT: a- Br,-- "F r \� �\ P \ DRAINAGE ESMT, BAST P.L: 3i� GD SEWER ESMT, SW PJL.: $ TOTAL: 44 TOTAL TREES REMOVED FOR R.O.W. 4 OFF -SITE SEWER 4 DRAINAGE: 210 \R6F 39S SEE TREE PLAN PREPARED 5Y JAEGER 1tNGINEERING FOR EXISTING 2 ' Y1 TREES, LOCATIONS, 51ZE5, NOTES, REMOVALS AND TREES TO 5E SAVED. D4 / P Sl S , ` STREET TREE LEGEND fr1 ACER RUSRUM 'REIN SUNSET' RED �UN$ET MAPLE TAT DR NA E 0 +yur,��\\��►u�u��, ��\\\{In�r�ii� "' ,�� 13 LiQUIDAmER �TYRACIFLUA SWEETGUM cp 0 N //1fli11���' -�q/q (♦1\\�0• ••gg111111R`' \ � W L4 GS Go • O ��R 46GS o� � \ \ 14 W 1 C �' to O u1QA 103' 3�\ o W 34 3�\ �� 0-11 'o FlR36 p ' I r) N t' g Fl 6 A f 77� s 0 :. to ` 0 ' po I D R$FBCE52 01 --� •s (,A p 01 A \ 334 3 , 3 6 co w \� 336 LD co 36 V ,+ + ���� ALD24 FlR f '. • '. s \ R�\ �,,, CIO � Dr 1 0 / 1G �S '" d C I \ 3Q 4 \\�uu, �-- s 50f —--:��g \ ACT - 3m DR\N A� A� ' laa Fir ia'FIr 0 / 1 5U � C 12'Fir e "' O e 2' it AL IO` RQ159a ..._ ,�'c• .. I F `; 5. ' IS SEWS EASEMF r 667 ... 354—1 TA—��-7A-3 /_516/J 6 & u' R12" �— 37 TA—4 TA-5 TA—8 ,p 6 E A N TA— 7\ /'TA-10 Gs File Name 'MMO.45 , � V • , /�f 56 z �6 \ 35 \ �g —36 36 S 368 q41 s�, �3 r ,, --- 36 \ O 36 \ Ssr \ -1 \ saKs o / <o / 3 S6 � �:�• � -- .— 29 FR \3S d6 , r / r co FIR41_3�? l✓l r / �� M FIRz4 368—J M � � � � 3g�FlR�s 24 V 3�2 � •.... \36A 67.37. 107.7' FlR20 , 1. , N , w •ter ••� •��_ 'ice .i�\ .1 .f i 3• �� \I 8'5$ 4 W 1 4.90 30 ��s— •'-• � 3 Fl 4•2 1 �� 376 374 --`� 372 i I PLAT OF ORCHID LANE w \ Y� P M I ��o a sW 6T. 6 3W 6T. $ SI TE VICINITY MAP N.T.S. 3' CAL, 30' O.C. 3' CAL. 30' C.C. 43 QUERCUS COCCINEA SCARLET OAK 3' CAL. 30' O.G. 2b ACER PLATANOIDE5 'CRIMSON KING' CRIMSON KING MAPLE 3' CAL. 30' O.G. REPLACEMENTTREES �\p\\UIIIIII/yi' g. 513 i�5EUDOT5UGA MENZIEV DOUGLASFIR 10' HT. 20-30' O.C, /k,1100601 PLANTING STRIP AND DRAINAGE AREA PLANTS AU AS REQ'D ARCT05TAPHYLO5 UVA-UR61 KINNIKINNICK i GAL. 3' O.C. TRINGULAR THREE ROWS 113 MAHONIA AQ0IFOLIUM OREGONGRAPE 5 GAL, 6' 0. C. RW NOTES INSTALL b' CdMPOSTED TOPSOIL IN PLANTING STRIP AREAS AND c� C.F. AT EACH PERIMER TREE PIT. INSTALL 3' DEPTH BARK MULCH IN PLANTING 5ED5 AND 5' DIAMET5R RING AT EACH PERIMETER 'TREE. INSTALL ND5 5M2420 ROOT 5ARRIER IN 10' ;STRIPS ON BOTH STREET AND �IDEWALK SIRES OF ALL STREET TREES PER MANUFACTURERS bETAIL$. PROVIDE ONE YEAR WRITTEN WARRANTY FOR ,44L PLANT MATERIALS. PROVC)E WATER AS 1�EQ'p TO INSURE PLANt SUIRVIVAL INSTALL 5-21 GRAM A6RIFORM PLANT TA55 AT 1/2 ROOTf3ALL DEPTH PER TREE AND I TAB PER GROUND COVER, LOCATE AND PROTECT ALL UNSERGROUND UTILITIES 5EFOKE INSTALLATION OF PLANT MATERIALS. 05TAIN ALL PERMITS AND PROVIDE ALL INSPECTIONS REQUIRED, 5105U1ALE 4 POND HYDR05EE[) MIX ELYMUS GLAUCU5 41% FE5TUCA RU5R4 40% DE5CHA1" 1P51A CAE51=ITOSA 10% 5ECKMANNIA 5YZIGACHN5 199' GLY05RIA OCCIDENTALI5 2iQ SEED KATE 6L5./1,000 5P., 1�)-20-20 AT 4� LEtA,00d) 5F., WOOD FIFER MULCH AT 2,000 L15JACRE WITH V TACK DECCUOUS TREE r•+-w Im PLANT PIT TIME ROOTE4LL DLAtt 81 CHAALOM LOOK + $TAM TO STAKE BIM C4Hr[ROUs TREE c2� 2 ¢ L R sTAKtb �WII W fR TREE STAR 2• LAY[IE Wim Lu. li `,. J C.W- i ' ROOoTDALL DWIL •'!� + STAPLE TO STom AKE 2' Dt%= EDGE o °+ '< I wu 2• CAM t1u4l �DAgC RLriOv WLK 2• LATER CARK A 2• mneb IDGC 5A6m =25 2' OMM WGC LNPOL,.DD TOP nM 50/50 TOPSOt./ Imj'&p( OAlt�T+1KTLOVCLWTN% 50/50TOPSOL/ 50/50 fomm/ MAK 0I ROOTDALL�_�JTd PLANT P'Ir Twrx NATNG SOIL M LATAT SGL m TIC 5TAKMC•c DETAIL swe PL,4TCftldCs DETAIL GONIFEROU$ TREE 5TAKING KTA LANDSCAPE AND TREE f�EF'LACEMENT ftLAN EXHIBITL_L�_ PAGE__j_jF.--4_-- - TA-11 BRAD I'LEMMON� 101 T ST. SE f AUBURtV, WA. : 9$00 Phone: 253) �39-96 1 fax: (253) 939--617 famr•av ••ems—via5i W YNS TONE PRELIMINARY PLA T MAP 12th AVE. SW &' SW 338th ST. 1 Date: 4-23�03 DESIGN �. _-----! 2600'� NE 27th DR. REDMOND, tASHIN�TON 98053 �'—�--� TEE. 425 898-'8833 FAX 425 868-2164 { ) { 1i`,2Pi:4 eaxSp.41�am�',LDFn. c...-.u�•i'1_:kXPhi' 'Li%�.Q,.�,F w.:.:..'. _ _ _ _ .. _ .. _ - -. _ .. �_'!v474i• Sheet of I _ . Scale. t - 50 Dra*n By: p�L,EAGLE Approved By: Revised: .'4•+R".PA.. 3 J .LEGAL DESCRIPTION A PORTION of the S.W. 1 /4, SECTION 19, TOWNSHIP 21 N., RmNGE 4 E., W.M. 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 YNS ONI PLA I/ 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 1312 WEST 390.17 FEET To THE It 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 r 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.. oo a �'0 ��' THAT PORTION OF GOVERNMENT LOT 2 IN SECTION 19, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, +- - VICINITY MAP LYING NORTHERLY OF A LINE BEGINNING ON THE WESTERLY LINE OF SAID TRA l� ! S I GOVERNMENT LOT AT A POINT 412.00 FEET SOUTHERLY OF THE NORTHWEST TRACT A: DRAINAGE/ WATER QUALITY 13110 SF -PUBLIC CORNER THEREOF; THENCE EAST TO THE EASTERLY LINE OF SAID GOVERNMENT TRACT B: DRAINAGE/WATER QUALITY 4062 SF - PUBLIC SW CAMPUS DRIVE LOT, EXCEPT THE WESTERLY 264.00 FEET THEREOF; AND EXCEPT THAT i �,� ,; \ PRINIPAL ARTERIAL TRACT C: LANDSCAPE: 14708 SF - HOMEOWNERS ASSOC. 1 �� \ �rT r� PORTION THEREOF DESCRIBED AS FOLLOWS: CROSS SECTION TYPE E TRACT D: LANDSCAPE: 610 SF - HOMEOWNERS ASSOC. / I 'R \ `. �` \ SITE DA TA \ '0 A_ COMMENCING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF TRACT E PEDESTRIAN ACCESS: 2980 SF - PUBLIC \ \ ` THE NORTHWEST QUARTER OF SAID SECTION 19; THENCE SOUTH 89'2731" ! >'' \ � \ k \\ "� AREA: TOTAL: 13.49 ACRES EAST ALONG THE NORTH LINE THEREOF, TRACT F.• PEDESTRIAN ACCESS TRACT.' 2140 SF -PUBLIC i ,x~"r \ �� \ P ` �A '� 7' ADDITIONAL R.O.W. A DISTANCE OF 264.01 FEET To \ �� \ �9 N qX AREA: TAX LOT 30: 8.48 ACRES " TRACT G: SENSITIVE AREA WETLAND: 16444 SF - HOMEOWNERS ASSOC. o �� ! To BE DEDICATEO TO THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 89'27 31 EAST, / � o ,t,` `� \ �� q\ A DISTANCE OF 298.22 FEET; THENCE SOUTH 21'47 27 WEST, A DISTANCE TRACT H: LANDSCAPE. 278 SF - HOMEOWNERS ASSOC. THE qTY AREA: TAX LOT �44: 5.01 ACRES 15 RAINAGE \ �\ \ '�'' \� `� �' s OF 122.98 FEET, THENCE SOUTH 70'08'00" WEST, A DISTANCE OF 83.38 PROPOSED N0. LOTS: 45 FEET; THENCE SOUTH 53'44'33" WEST, A DISTANCE OF 164.46 FEET; , •' /^ys,, \ . THENCE NORTH 36'15'27" WEST, A DISTANCE OF 44.74 FEET To THE r:' B � \ `�� � _. ��� � �\ � ZONING. RM2400 (TAX LOT 44) BEGINNING OF A 340.001FOOT RADIUS CURVE THE CENTER OF WHICH / �' n`\ Se�N `�X \� t \ '�\�"� �G ZONING: RS 7.2 (TAX LOT �0) BEARS SOUTH 53 44 33 WEST, THENCE NORTHWESTERLY ALONG SAID CURVE / �y THROUGH A CENTRAL ANGLE OF 05'00'38", AN ARC DISTANCE OF 29.73 // \\ \� 10 PROPOSED DENSITY: 3.34 UNITS/ACRE \ ',�� aso�\` \ �\ \fi FEET; THENCE NORTH 01 06 36 EAST PARALLEL WITH THE WEST LINE OF WETLANDS / �\ 5170 SF PROPOSED USE. SINGLE FAMILY DETACHED RESID. THE SOUTHWEST QUARTER OF SAID NORTHWEST QUARTER, A DISTANCE OF 183.39 FEET TO THE POINT OF BEGINNING; WETLANDS DELINEATED BY HABITAT �9 TECHNOLOGIES IN REPORT DATED h / ,� �� 5425 SF \� 9ti ��' \ : �\ ��� �`� PARCEL NOS.: 192104 9044 TOGETHER WITH AN EASEMENT FOR INGRESS AND EGRESS OVER THE SOUTH 4/8/03. THE WETLAND BOUNDARIES .o�.� . 3333I / x55• z '�, 9c \ \ Z _ F 9 \ I .� 192104 9030 30 FEET OF THE WEST 264 FEET OF THE NORTH 412 FEET OF GOVERNMENT REFLECT A FIELD SURVEY BY DRYCO a`O o"'. /L _ _ J/ 1, LOT 2 IN SECTION 19, TOWNSHIP ' 21 NORTH, RANGE 4 EAST, WILLAMETTE SURVEYING. �`' MERIDIAN, IN KING COUNTY, WASHINGTON. WETLAND A: 1029 SF (TO BE FILLED) NOTE: A 10' WIDE BUFFER SHALL BE PROVIDED BETWEEN ANY RESID. 'gel / STRUCTURE AND THE TOP OR TOE OF A FILL SLOPE OR A CUT SLOPE tjAtA GREATER THAN 8' IN HEIGHT. NOTE: THE MAILBOX LOCATIONS HAVE BEEN APPROVED BY THE POSTMASTER AND ARE IN THE FILE AT THE CITY OF FEDERAL WAY. /ebb Q� 12 /� i' `Q`Sa�• SED CELL00 5005 SF ( '� 15.0' I WETLAND �•C 13 \\ 1 of O-- - t 6246 SF \ \ 25'R I- - - - - - I -1.4•- - -_- - ]133�Iv� I -, _ 9 I,) 3 I • 'o I 5300 SF I { ubi 14 I `- - ram`_ - I I ►-� ! 7267 SF ---}- '-� o s.� + I r - - - - - I to 8 I 1 - - 1-7j rt- I 5300 SF `� + to 723 SF + 'S ± L _ , �-_-7n.--�-i---� con L_ I $ 9, -p �-------1I 1 ®- - - - - - - - - -- !r o + 7 I - -5300 SF I 43348 SF > 1 33918 1 , f.1 -i 16 i v, L- - `row - M -4 6915 SF 70 ---- FUTURE MULTI -FAMILY �o _ - _ _ _ m I 6 I 1 i CITY OF FEDERAL WAY PUBLIC WORKS DEPARTMENT LOT DEVELOPMENT o - -� ' � 1 5300 SF 1 1 . 18 PRECONSTF�UCTION & INSPECTION NOTIFICATION NUMBER: 253-835-2700 10 -- �,�Z� I 26 6 L 33722 i ( ,Q� 17 1 ,.• As w_-- j M s I 5 I I ` ,• •- - �- - - - - --- - -� b 1 5300 SF I I - _ _ _ _ _ - _ _ - - - _ _ - - - - -NORTH LINE G04ERNAIENT LOT 2- - - - - - - S88'58'44'E 150.01 ° 1 I 1 S 7.2 ; , - - - i _ - - _ 111.1' ���1 '� '. \ \ J���` •^�.., • po \ 7350 SF / / / ^ /_..' S ,; / 1 I 15, �\ /L I I `'w�" `boo �`�o' \\ 7561 SF `\ j `\\ / �/' // 7200 SF I I ml r IN 25, C� \\ \ / ,� m+ N EXIST. 15' DRAINAGE 1 44I I 1 ^ •, (1 \ Ai� �\ y5'R �'X �`� g8\ \ its+ I EASMENT (REC, NO. w. 20020204000039 11117 SF I 1 I ( 3 `fo0' 1 1 1 _3 1003 �►\ `L ' : \ :' \ 30' o X�43 D,,0042 SF I 42 1 41�{ �; X°0 • / > 7516 SF 1 7245 SF \ �O \ 20 25� ::' 3 I / 1 E I i { ( \ \ ��< xoo • .,� �' \� 445 SF / \ 25'/K / 7277 SF / /, TIC 1 \ i ►, , -s I I -40 5-I ll- _ �2 _ J L - -� _ _ -I I---- �cr7 �' _ - s \� itclo �C, /,� 1 0 1 *4 I I I (- 7V I - 72; - - -1 7' `... �`c\� ��•✓ - � , 72'5'R�/2 1 9x!� 4 js32 SF I 6poo p -snnn ne•• I I -s r, e - ( - - I I { I %� �• • * \ 0 ' ' 7205 SF I �6' 9 11 1 \ 62.4' 142-5 i 1 3`I+00 zoo i 7769 SF 33 �� o 7243 SF , t� EXIST r , 67.3 TRACT G 32 SENSITIVE AREA/ ��'� 7372 SF 1 + 131 1 gi WETLAND 16444 SF ��C 8??•\ \ I 7205 SF tlEXIST. SEWER EA I TA-1 TA-2 fir\^-3 + TA-4 --- - TA EXIST. 15' WIDE 9AN { ?' TA-7 ^-10 SEWER EASMENT (PEC. NO. R A".b TA -a TA-9 20010312000348) �TA-il f ,F SI i 38 111 39 11 i 7871 SF ti ,.ti6 25R�\\~'r•t C/ _- w T I 7200 SF) i 7200 SF III / / N ,.� / \ r +'• \ / I b --J L_-----J L_---r L_ \` \ 21 \`\', •`',.\V 17185 SF l ,� \ 1 'In72_ ._ 72' �Xoo �y '� �Zo `\ \ 7200 SF a; Asti^ SW 340th ST. 4� oo god �' T GRAPHIC SCALE 30 60 120 ( IN FEET ) 1 inch = 60 ft. t ,. o ,- MINOR COLLECTOR TYPES Fcf '` \�� \ 7200 SF \` �\ ° . ; o DRYCO s 67_ 3 � •0' 68.3' Zg 1� / \\�\\ \\ ?�' \\ \\i i r �, \ I 1 • -- --- --- - Inc. 25Fs \ err Surveying, t 333 1 I j 32s I \ y \ 7500 SF \ ��\ ,\, / :: �S \ I 1 J3i I i /� \\\ 2g ,� \ \ `\Ys>isF 12714 VALLEY AVENUE EAST n 7472 SF \ \ \ / / k . 30 I 29 I 28 I \ \\ \� \ \ \\ oa I pK SUMNER, WASHINGTON 7201 SF 1 T 73os3 I 7201 SF i \ \ �\ > _- .�z1.� _ -� .. 11 i (253) 826--0300 FAX (253) 826-9703 b + I 1 T' { 7226 SF \\\\ \\ \\� //------------- s 1 I / %30/ 124,74.15 1211 AVE! •" t#7�0'f I 1 \ > B _ ; 24 31+21.74 (ORCHID LANES . �• '�' d 67.3 L L . I \ \�5i a��L / 11800 SF o '� 20 8$ 3- - - 6 .3- - J _t67�'- _ _ G - - - I I S88'5f44 E 1Oi2.�4' S line of the North 412' of Government Lot 2 I . I 7.2 PLAT OF OR�HD LANE R S 7.2 I G i 20 21 { UTILITY CONFLICT NOTE CAUTION 2 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 RECISIONS: 1. PER CITY REVIEW I I 1 6-5-06 11 V Z LL_ _W �2 w CL Z 00�� 05 ao •kc)� Z�N W co o q) Z ry O 4 V W Q i w w z r?i � � (n Q M TABLE OF CONTENTS - COVER 1LU I-- ROAD/STORM /OVERALL PLAN 2 LQ ROAD & STORM PLAN 3 ROAD & NORM PLAN 4 Q) (/) ROAD & NORM PLAN 5 ROAD & NORM PLAN 6 ROAD PROFILE 12th/10th AVE 7 W ROAD PROFILE 12th/1Oth AVE 8 Q ROAD PROFILE SW 340 ST 9 C� ROAD PROFILE 12th PL/13th 10 GRADING PLAN 11 ROAD DETAILS 12 DRAINAGE DETAILS 13 ! v EROSION CONTROL PLAN 14 EROSION CONTROL DETAILS 15 w a LANDSCAPE L1 W; LANDSCAPE L2 �, n N LANDSCAPE L3 I� Z Z °) o LANDSCAPE L4 LANDSCAPE L5 CL w d 3 N IRRIGATION IR1 Q� o IRRIGATION IR2 QL w o owe IRRIGATION IR3 i N CC . IRRIGATION IR4 c IRRIGATION IR5 CL � V7 STREET LIGHTING/SIGNING SL1 Z. w TRAFFIC SIGNAL TS1 W TRAFFIC SIGNAL_ Ts a O RECEIVED � �i AUG L-zoojs As, DATE: 5 14 05 SCALE: 1" = 60' 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 0 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS 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. PERMIT NO. 05-103031-00-EN DESIGN BY: JJJ DRWN. BY: JJJ- APP. BY - JOB No. APPROVED SHEET. _I\-t off, DATE 1 OF .1_ -49Xrs1N4 ?Z4AI - Landscape Plan s ltathlea �i adtree.cc awl nni6radtree.cc �d�bl3 a� �a STATE OF r �I }.ME..r O Ln 0 V ) v V -Z3 - REVISION No. Date By 6/15/06 ARW Rev se Planting and Irrigation Plan 2 7/11 /06 ARW �evised Street Trees s--6 1"=20' 0" Desigm Sheet No .� � S88`58'44"E 1012.74' — — - �--- - - o tAw �r. TF U P.M.�� L-2, SCALE: 1 "=20 FEET K�l� —�PPROVED 11-XI EDERAL AY S Sheets - Phue 0 10 20 40 Cit A roved Project No. 0550 �2 Z 22 \ liKttlV MVUIVIHIIV Iv�/1rl_C SFF SEGMFNT'B' T 23 I SEGMENT _F � Lan dscape Plan MATCHLINE SEE SHEE I 14 ACER SACCHARUM 'GREEN MOUNTAIN' / GREEN MOUNTAIN MAPLE I — — I FRAXINUS OXYCARPA 'RAYWOOD' / RAYWOOD_ASH �2 I / .----. • 4 tt... ,r 16 °' ACER GRISEUM / PAPER CARPINU1JA PONICA _ A_PONICA / JAPANESE HORNBEAM � t \ 2 Q. \ I \ 0. I I d . t It Q 59 T( 18 =E SEGMENT SEGMENT'B' APPROVED ad�b� a� 2Q STATE OF 4^^� U 0 v O v " L GJ_ REVISION No. Date By 1 6/15/06 ARW Re se Planting and Irrig1tion Plan 2 7111 Mr, ARW Revised Street Trees Des. ner Sheet No. �jBMI 1 _ Defter Aj� L-3 P.M. KBR 0 AS SCALE: 1 "=20 FEET °� / 6 ING [S sheets APPR VEDPhase Cit Approved . 0 10 20 0 Project No. Y 0550 CITY OF F e.DERf%L- WA 05 - /03031 - EA1 g. .o _%y t>ArL 4 PLANTING REQUIREENTS:MPLANT SCHEDULE SPACING, CONDITION & REMARKS n Material List Submittal: Within 30 calendar days after receipt of the notice 1. Verify bedlines and plant layout with Landscape Architect prior to commencing work. SYMBOL QTY. BOTANICAL NAME / COMMON NAME SIZE 1. Plant Y • to proceed, landscape contractor shall submit a complete list of materials 2. Verify that site conditions are acceptable prior to beginning work. Do not TREE S - DECIDUOUS proposed to be furnished and installed demonstrating conformance with the install any site elements or plant material until unsatisfactory conditions are requirements specified. Include the name, addressess and telephone numbers corrected. When conditions detrimental to plant growth/constructed elements are NURSERY GROWN, MULTI -TRUNK, EVENLY BRANCHED of all plant material suppliers and growers. encountered, immediately notify the owner. 44 ACER CIRCINATUM / VINE MAPL E 5-6' HEIGHT 3. Substitutions or changes in materials and placement shall be made only after �i r 21 ACER GRISEUM / PAPERBARK MAPLE 2" CAL. B&B, BRANCHED @ 5' HT. (STREET TREE QUAILITY) A. Documentation shall also include suppliers name, contact person, address, written change orders are accepted by the owner. EVENLY BRANCHED telephone number, botanical and common name, plant size and size of 4. Protect existing trees to remain and plant material located on adjacent property • LA JACQUEMONTII / JACQUEMONTII BIRCH 8-10 HEIGHT B&B, MULTI TRUNK (3 CANES), EVENS" 24 BETU container or ball prior to commencing work. Place fencing material at dripline of trees and shrubs. ESE HORNBEAM 2" CAL: B&B, BRANCHED @ 5 HT. (STREET TREE QUAILITY) 23 CARPINUS JAPONICA /JAPAN B. Contractor shall provide a signed statement from the plant suppliers who have See Existing Tree &Vegetation Protection Detail B&B BRANCHED 5' HT. (STREET TREE QUAILITY) furnished the plant materials identifying the plant materials being supplied by 5. Planting soil for trees, shrubs, groundcover and lawn areas shall be RandlesTopsoil %.vq 25 FRAXINUS OXYCARPA'RAYWOOD' / RAYWOOD ASH 2 CAL. @ - ., � QUAILITY) botanical and common names, plant size and stating that all of the plants Three -Way Top Soil mix or approved equal NT I ' GREEN MOUNTAIN MAPLE 2 CAL. B&B, BRANCHED @ 5 HT. (STREET TREE Q ) 25 ACER SACCHARUM GREEN MOU A N / supplied by them are in healthy growing conditions meeting the ASNS. 6. Clean and remove all rocks, roots and debris over 2 inches in diameter. Place a six Sit 11 ' 0. . C. Submit a project installation schedule, coordinated with the proposed soil inch (6") depth of Topsoil Mix over areas to be planted with groundcover. ammending and planting schedule to the Landscape Archtiect or owner for Finish grade shall be at least two inches (2") below adjacent hard surface.: approval at least 30 calendar days prior to start of work under this section. 7. Plants shall be pit planted with a 50150 prepared mix of native soil and Topsoil Mix. See planting details for depth and staking requirements. ' f-1 f plant materials will not be permitted unless authorized in writing by 8. Fertilize all installed plants during backfifl operations with 4-2-2 Agro Transplanter ) �,:�66 7906\� TREES - EV EEN 2. Substitutions o p P the Landscape Architect or Owner. If proof is submitted that any plant specified is as recommended b manufacturer. To dress shrub/ roundcover beds rior to mulch a Iradtree corTi� REPLACEMENT TREES not obtainable, a proposal will be considered for use of the nearest equivalent size application) with Newlife.10-20-20 at the rate of 2 lbs. per 1000 square feet.. bradtree comb ' and or variety.Such proof shall be substantiated and submitted in writing to the 9. Mulch all planted areas with a minimum 2 inch (2") depth of approved fir bark I ODAR CEDAR* 6-7'HT., (10-12' HT. FOR TRACT C) B&B, NURSERY GROWN I 5 CEDRUS DEODARA I DE Landscape Architect or Owner at least 30 days prior to start of work under this 'mulch'. Finish tads of mulch shall be one inch 1" below to of adjacent hard surface. 9 ( i P 1 \\ ESII / DOUGLAS FIR * 6-7' HT., (10 12' HT. FOR TRACT C) B&B, NURSERY GROWN 50 PSEUDOTSUGA MENZI section. These provisions shall not relieve contractor of the responsibility of 10. All plant material to be nursery grown stock and arrive on in a healthy, vigorous, �I obtaining specified materials in advance if special growing conditions or other well branched, disease and insect free condition. 37 PINUS CONTORTA /SHORE PINE* 6-7' HT., (10-12' HT. FOR TRACT C) B&B, NURSERY GROWN supply p arrangements must be made in order to su I specified materials. 11. Plant trees, shrubs and groundcover as shown in the planting details. Roughly scarify sides 6 3. Plants shall be subject to inspection and approval b Landscape Architect or of the planting its. Install plant material high enough above finish grade to allow • 19 THUJA PLICATA / WESTERN RED CEDAR* 6-7' HT., (10-12' HT. FOR TRACT C) B&B, NURSERY GROWN P PP y P P t P P g g Owner for conformance to specifications upon delivery to the project site. Such for settlement and bark mulch. Water plant pits throughly midway through backfilling and 20 TSUGA HETEROPHYLLA / WESTERN HEMLOCK 6-7' HEIGHT B&B/Cont., NURSERY GROWN approval shall not impair the subsequent right of inspection and rejection during add fertilizer tablets. Balled and burlapped material that cannot be installed immediately progress of the work. Contractor shall give Landscape Architect 48 hours advance shall be heeled in, mulched and watered regularly to keep root balls moist. * REPLACEMENT TREES PROVIDED IN TRACT C notice when plants will be delivered to the site for inspection. Inspection of plant 12. Hydro -seeded Areas: Hydro -seed mulch shall be Silva -fiber or approved equal- STATE of 54 CONIFER REPL wASHI)rC� Tory materials shall take place within 24 hours of delivery, to the site. Binding agent shall be J-Tac or approved equal. Apply 10-20-20 fertilizer at a rate REGIS RED - SHRUBS IANDSCAP �RCHITECT 59 ABELIA X GRANDIFLORA 'EDWARD GOUCHER' / GLOSSY ABELIA 5 GAL. CONTAINER. 24 HT., FULL FOLIAGE, 42 O.C. 4. Coordinate work with other trades as required. of 10 lbs. per 1000 square feet. Apply hydro -seed mulch at a rate of 40 lbs.".- - O 5. Locate all underground utilities prior to commencing work to avoid damage to per 1000 square feet and binding agent at a rate of 1 lb. per 1000 square feet. 56 AMELANCHIER A LNIFOLIA / SERVICEBERRY 5 GAL. CONTAINER FULL FOLIAGE, 42" O.C. buried pipes and cables. Reseed any areas which do not germinate within 14 days. t 31 ARBUTUS UNEDO COMPACTA / COMPACT STRAWBERRY BUSH 5 GA L. CONTAINER FULL FOLIAGE, 42" O.C. 6. Provide protection for all property, persons, work in progress, structures, utilities, 13. Seeded or Sodded Lawn Areas: Lawn installation shall occur upon completion of finish grading,. I< i � tad y R � ® walls, curbs and paved surfaces from potential damage arising from this work. planting and mulch installation. Seeding or sodding to occur only when the soil conditions s7 R 27 CORNUS SERICEA'CARDINAL' /CARDINAL RED TWIGGED DOGWOOD 6 GAL, CONTAINER FULL FOLIAGE, 42' O.C. The Contractor shall pay for any such damage at no additional cost to the Owner.. are dry and free of surface water. Carefully water lawn areas after installation. 87 MAHONIA AQUIFOLIUM / OREGON GRAPE 2 GAL. CONTAINER 24" HT: FULL FOLIAGE, 36" O.C. Unfinished and completed work shall be protected from erosion or trespassing, Sodded Lawn Areas: Install a northwest hardy, blended grass sod within 12 hours of delivery ®—2 GAL. CONTAINER FULL FOLIAGE, 36" O.C. and proper safeguards shall be erected to protect the Public from injury or danger. to site. Lay sod tight with no gaps, allowing for shrinkage. Apply a 10-20-10 fertilizer 29 OEMLERIA CERASIFORMIS / INDIAN PLUM •68 PHYSOCARPUS CAPITATUS I NINEBARK 5 GAL. CONTAINER FULL FOLIAGE, 36" O.C. S a rate lbs. per 10 square feet prior to installation. d Seeded Lawnn Areas: Seed shall consist of a Perennial Rye Grass blend and applied \— 36 RIBES SANGUINEUM / RED FLOWERING CURRANT 2 GAL. CONTAINER FULL FOLIAGE, 36" O.C. TREE CALCULATIONS: at a rate of 10 Ibs per 1000 square feet. Apply a 10-20-10 fertilizer at a rate4 90 VACCINIUM OVATUM !EVERGREEN HUCKLEBERRY 2 GAL. CONTAINER FULL FOLIAGE, 42" O.C. at a rate of 10 lbs per 1000 square feet. Promptly re -seed any areas which do not germinate with 14 days of planting. FERNS, GRASSES & PERENNIALS TREE REMOVAL SUMMARY: 14. Provide landscape maintenance immediately after planting and continue until final acceptance. Work shall include watering, spraying, fertilizing, pruning, resetting of plants, ® 10 IMPERATA CYLINDRICA'RED BARON' / JAPANESE BLOOD GRASS 1 GAL. CONTAINER 12" O.C. restoring eroded areas, adjustments to staking and removal of weeds/debris as required ' PRUDEL' /BLUE OAT GRASS 1 GAL. CONTAINER 18" O.C. TOTAL EXISTING TREES ON -SITE: 63o g � g O 7 HELICTOTRICHON SEMPERVIRENS SAPHIRES EXEMPT TREES TO BE REMOVED: 270 for healthy plant growth. V TOTAL NON-EXEMPT TREES: 360 15. Inspection And Acceptance. The owner will make an inspection for Substantial Completion ."�• GROUND COVER 25% TREE RETENTION: 90 4 loom" the work upon request by the Contractor. 1 GAL. CONTAINER 24" O.C. TREES To BE SAVED: 36 16. Replacement of Plantings: Remove any plant from site that is either dead, or in I'�" "" 11,300 ARCTOSTAPHYLOS UVA-URSI / KINNIKINNICK TREES TO BE REPLACED: 54 REPLACEMENT TREES PROVIDED: 5a unsatisfactory condition as determined by the owner or Landscape Architect. Replace with 1,338 EUONYMUS FORTUNEI 'COLORATA' l VARIEGATED WINTERCREEPER 1 GAL. CONTAINER 36" O.C. EXEMPT TREE REMOVAL. a new planting of equal size and species as soon as conditions permit within the normal ^ , planting season. All replacement plantings are then to be under re -instated guarantee period 407 CEANOTHUS GLORIOSUSPT. REYES/ PT. REYES C EANOTHUS 4" POTS 24" O.C. V•/ FUTURE R.O.W. TREES TO BE REMOVED: 1,614 VINCA as specified: Identify those replacements and take whatever measures necessary to prevent MINOR'BOWLES' / BOWLES DWARF PERIWINKLE 4" POTS 24" O.C. similar demise of additonal plant material. ® ed per Manufacturer's specs. 17. Provide root barrier in a surround or linear pattern for tree plantings when trunk is located 14478 sqft. LAWN - PREMIUM NW BLEND SEED MIX Hydrose p P 12th AVE. SW: 118 TREES PL SW: 40 TREES within four (4) linear feet of any paved surface. DeepRoot Universial Barrier -UB -18 12th (or approved equal). Install per manufacturer's recommendations. 06 13th CT. SW: 11 AQUATICS (FOR WATER QUALITY AREA). SW 339th ST.: 57 WARRANTY: 17 IRIS PSEUDACORUS !YELLOW FLAG IRIS 1 GAL. CONTAINER FULL FOLIAGE, 24" O.C. TOTAL: 226 1 GAL. CONTAINER FULL FOLIAGE, 24" O.C. This Warranty shall Include replacing and planting the same size and species a,,,� • 21 IRIS VERSICOLOR ! BLUE FLAG IRIS TREES TO BE REMOVED FOR ORCHID OLIA /CATTAIL 1 GAL. CONTAINER FULL FOLIAGE, 24" O.C. LANE SEWER &DRAINAGE EASEMENT:' of plant material, as shown on the Landscape Plan and that has been designated, by .4-1O 19 �,PHA LATIFthe Landscape Architect, to be replaced. Except for loss due to excessively severe O • -SWALE HYDROSEED MIX (See Schedule Below) DRAINAGE ESMT, EAST P.L.: 36 climatological conditions (20 year weather charts), installed plant materials are required POND & BIO to be guaranteed until the end of one growing season against defects and unsatisfactory ND HYDROSEED MIX SEWER ESMT, SW P.L.. 8 growth, except for cases of neglect or abuse by the owners or others. All plants replaced v U Q BIOSWALE & PO 0 U ELYMUS GLAUCUS 47% TOTAL: 44 shall be re -instated under these plant guaranty conditions. © C: FESTUCA RUBRA 40 /° -V) C DESCHAMPSIA CAESPITOSA 10% TOTAL TREES REMOVED FOR R.O.W. & � (n O BECKMANNIA SYZIGACHNE 1% OFF -SITE SEWER & DRAINAGE: 270 C GLYCERIA OCCIDENTALIS 2% 2" LAYER BARK MULCH ^~ y FERTILIZER TABLETS FEATHER AWAY FROM TRUNK SEED RATE 8LB./1,000 S.F., 10-20-20 AT 8 LB./1,000 S.F., QUANTITY PER MANUFACTURER'S WOOD FIBER MULCH AT 2,000 LB./ACRE WITH "J" TACK RECOMMENDED APPLICATION RATES MOUND SOIL TO FORM 4" HIGH BASIN Conifer Tree Planting Detail (Not To Scale) ,II�IIIII�IIII `� ri�� ttllft,�lll- -I I 1—III—III- 50/50 -II(=III i .I PROVIDE 6" CLEARANCE TOPSOIL MIX _ \ 1=1 I 1-1 BETWEEN ROOT BALL AND � � I11 11=1 I EDGE OF PLANTING PIT. — CUT AND REMOVE BURLAP FROM TOP 1/3 OF BALL OR = II I 1 II I 1=1 COMPLETELY REMOVE I CONTAINER * REMOVE ALL TREATED OR NONBIO-DEGRADABLE MATERIALS FEATHER Shrub Planting Detail_ (Not TO Cale) 1 GAL. OR 4" POTTED PLANT MATERIAL -o )IL TO FORM 72- BOVE GRADE 2" LAYER BARK MULCH O� FEATHER AWAY FROM TRUNK 2 MOUND SOIL TO FORM ��\����G OG,p BASIN 3" ABOVE GRADE. �Q (P PG 50/50 TOPSOIL MIX J�Q� �OZ� ETS PROVIDE 3" CLEARANCE ANUFACTURER'S —I 1 \� I I— \� _ BETWEEN ROOT BALL AND \PPLICATION RATES I=1 11-3" EDGE OF PLANTING PIT. OEQUIDISTANTO O II,, 11 t=,Illii IIII�II, SPACING BURLAP FROM TOP USE KNIFE OR SHARP BLADE TREATED 10VE ALL TRFERTILIZER TABLETS - RADABLE TREATED QUANTITY PER MANUFACTURER'S TO CUT THROUGH BOTTOM RECOMMENDED APPLICATION RATES HALF OF ROOT BALL. BUTTERFLY O O O ROOTBALL TO BRING THE ROOT SYSTEM CLOSER TO THE SURFACE. C',mimcinnver Plqntina Detail Planting Schedule, Notes & D (Not To Scale) etai Is v - V c7 JI o °� �° a - o Q�l0 0 0 o 0° 4"ll a 0 0 0 0 0 0 " o TREE SECURED TO STAKE WITH WONDER TREE TIE OR APPROVED EQUAL. STAKE AND TREE TO BE IN VERTICAL POSITION AFTER INSTALLATION. REMOVE AFTER 1 YEAR LOCATE TIE 4' MIN. 2x2 WOOD STAKE OR LODGE POLE DRIVEN AT EDGE OF ABOVE FINISH GRADE ROOT BALL TO A DEPTH OF 2'-0" INTO UNDISTRUBED SOIL. -OCATE TIE HALFWAY 2" LAYER BARK MULCH (Avoid Mounding Against Trunk) 3ETWEEN GROUND AND MOUND SOIL TO FORM BASIN 6" ABOVE GRADE JPPER TIE 90 TOPSOIL & NATIVE SOIL MIX rrr---rr r- REVISION 1I I I I I I I I I I I=III—III— I I-1 11—I \ —II—III—III-I I I_I I I —I I 11=1 I El 1 i-1 11-11 I- N o. Date B y _ -III—I 6/15/06 ARW I CUT AND REMOVE BURLAP FROM TOP 112 OF 6" _ _—_ --I I _` 1—i ( BALL. REMOVE CONTAINER & CENTER ROOT Revi e Planting and Irrigation Plan BALL IN TREE PIT* �I-IIIIIIII� I(IIIIIIIIIIIIIIIIIIII. � 2 7/11/06 ARW IIII; Revised Street Trees I FERTILIZER TABLETS QUANTITY PER MANUFACTURER'S RECOMMENDED APPLICATION RATES 12" GREATER THAN * REMOVE ALL TREATED OR NON BIO-DEGRADABLE MATERIALS ROOT BALL WIDTH APPROVED Tree Planting Detail (Not To scale, CITY APPROVED As Indicated Aj�ti�a`el kM: - Pt No.. p7 _5 AL�j Sheets _ - Ajv F.M. P.M. KB R is V17/ ILDING f1-19i'- Phut City Approved Pwlect No. 05so Overall Irrigation Plan CITY APPROVED �6 STATE OF t �rt V 0 u u o � o "MONK �... V) .... L- L a� a U REVISION No. Date By 1 6/15/06 ARW Revist Planting and Irrigation Plan s� I"=50,4, D' r f--�,5heet No. t DnRer ._ PM IR-1 'SCALE. 1 "=50 FEET CKBR AV f0mCO�NG DERV" of S Sheets 0 25 50 100 P City Approved Pmj-t No. 0550 1� LU Utz OV/ d � 3 XIST. CB (W SOLID, LOCKING LID) , \ S tt �1 INI=355.96 'ADJ1'L`ST AS NECESSARY) I I \ \ hi a 12" ADS bit=351.41 (ABANDON) \ \ 12" ADS NW=353.00 I \ d \ � �756.790f; 12 ADS SE=351.51 (ABANDON) corn / �� radtre 12" CPEP 351.5 (E, NEW) < x ` �� e � . j �� \ ' �" �nrww bradtree comKi e;. %fig { 4 '�� \' \ I 2 Q xC �„ WASHINEOTON REGISTERED ) - '� G� �/ \. I \ \ LANDS.0 RCHj2E. tB y 7 -w a \ \ \`�� I ► I I \ e \ J ° 35 .5 d I 36 I 3-, I I , 40 .... - 38 39 d I co, \ d a \ G I t // � 4 V'♦ \ ain Sensor P� \ ` — t I \ In I Rainensor 1n,Location WherB — — —I — a � d \ Preciplfa ' ' n Can Be Measured \ \ Accurately - e Legend gate #3 % - Lateral LI TYP.) 1. — — - - — _ . ,. _---- - 1 — I / ,U,a Q a ..' Control Valve -------- ---- f f� �/ / aJ _ 4 -1 C � � cv Gate valve (TYP.) / `I f I j / O O Location With Project \� / .� SW 3 O't h J Coordinate Irrigation Controller1�� - a er. Install Irrigation Controller 60 Above Finish / / "}"'� Mang 9 - Exterior Wall Of Specified Mechanical Room. } / rovide Sleevin (TYP.) Floor On Exten p 9 Controller ,qi, A � - �\ �� Building Contractor To Provide Power To , / r ' Location. Run 11/2" Dia. Conduit From Irrigation a Mainline (TYP.) - —'�+ i � LL Controller Location161rrigation Main Line. Flag All 1 � Locations. �.'.'.'_ e c. =-z ---- _--- _ ---- ------------- — ---- ----- - --------- — �--� "r — nAStainless---------- -- - tailed Within — Be Ins -- nt roller To Irrigation Co r Verify Location Of Controller �` - Steel Pedestal Enclosure. Ve y /.. Construction Superintendent / With Owner And P a Manager.— i' _ _ 1" Irrigation Water Meter By Others. ,t . - ' . ' _ •' ' i Refer 7o Irrigation Note # 15 For Additional P.o.c. Information. NOTE: MAINLINE, LATERAL LINE, J AND VALVE LOCATIONS ARE Backflow Prevention Assembly SHOWN DIAGRAMMATICALLY ON \ �- PLAN - LOCATE IN PLANTING BEDS �\ • • - - _ ALIGNED WITH PAVED SURFACES. / \ 26 31 30 f 29 -- ,, 28 t% \ \ \ -7 \ \ \ REVISION. I No. Date By \`\ I 6/15/06 ARW i --�------>---------- 1 ` -- --- �----------1--------- ---- ------ Revise Planting and Irrigation Plan _{ ,-- — —.. f — — — -- _.- — — — — — — — __. _—. —! — — — — — — — — — SP8`58'44"F 1 it i i 7A' t p — l t�3c731- EN Omar IRMA s I"=20'_0,t o6n Sheet No. -1 IRA ors �!}. r AID I R-2 SCALE: 1 "=20 FEET P.M.K P 1 ZOQ at" a1- S Sheets ■ r` WI OEDERAL A rri "on an 0 ,0 20 4o 9 ProlK�lt iOVe 0550 MAt.-C LINE S1 \ G a a G d ..: \ d• a a\ G � � G <" 2 ( G 1 � d 22 \ / 23 24 SEGMENT'A' Irrigation Plan SEE `SHEE`f I �4 L ; , 1 G d'` `ttt1 d 1ZI a I )I Valve Late ral Line (TYP.) Mainline (TYP.) 6 (tiTieRobi'adtree. cot bradtree ooi STATE OF d a II I � U — I� rw lackflow Prevention Assembly - — — — { 'i Gate Valve (TYP.) . f \ 1" Irrigation Water Meter By Others. { ! ( I Refer To Irrigation Note # 15 For Additional P.O.C. Information._ ( ! f a Coordinate Irrigation Controller Location With Project Manager. Install ( I Irrigation Controller 60" Above Finish Floor On Exterior Wall Of Specified I I Mechanical Room. Building Contractor To Provide Power To Controller I — Location. Run 11/2" Dia. Conduit From Irrigation Controller Location To { Irrigation Main Line. Flag All Locations. { Irrigation Controller To Be Installed Within A Stainless Steel Pedestal REVISION Enclosure. Verify Location Of Controller With Owner And Construction ! { Sa en`n'ten en nagerr— — — — No. Date By c iI l 6/15/06 ARW Revile Planting and Irriga'ion Plan �LI , EGMENTIATHIS S 16. 1 rri gation Plan Hna Construction 5upecintendent / Manager. FMI W ,,Y' km 1 Irrigation Water Meter By.Others. Refer \ ` STATE OF 'k\ WASHIN TON Infor ationREGI RED \ To Irrigation Note #\15 For Additional P.O",C. \\\,\;�\ . \ \ \ \ i' , /\ \ \ \ \ L.ANDSC RCHITE�CT Y n F3ra ey Gate Valve (TYP.) O \ Backflow Prevention \ \ D Assembly \ \ \ Mainline (TYP.) \\ D 0ontrol Va 'e \ 00000 ,\ Provide Sleevin TYP. Lateral Ll' e TYP. \ ` \ - r (TYPE IM=284.60 \ • Y \ \ \� \\ \ \� \ \\ IE CONC 0.27 I 15 CONC E_ 2? IL N=N EASUR 'IENT \\ I ® \ \\\ \\\ \ \ \ \\\ \ 1 ILI 11 :_......,�. i I \ /\`\\\\ \ \\���\ REVISION i �\ _ \ No. Date y I. _ \ \ \ ` W _ . . \. �' I \ \ `\ \ \ ' \ Bevis Planting and Irrigati n Plan 4 i o0 000 0°0 000 \ p00 !i ; •. \` - \ \ TEL. LUMINAIRE MELAW r 46\.—\ CITY APPRO'VE� s� i°-20'-0° A}teet No. - DmnR — A��EP 1 200 IR-4 SCALE: 1=20 FEET P.M. CIPPOE WAY 0 10 20 40 D��7RWING DEP of S Sheets Phuc City Approved 11 0550 u