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16-105303 PLANSL WYNSTONE EAST BEING A PORTION OF THE NE1/4 8 SE1/4 OF THE NW1/4 SECTION 19, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON LEGAL DESCRIPTION: THOSE PORTIONS OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER AND THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, ALL IN SECTION 19, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, SAID PORTIONS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 19; THENCE ALONG THE EAST/WEST CENTERLINE OF SAID SECTION 19, SOUTH 88'58'22" EAST 1282.94 FEET TO THE SOUTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID NORTHWEST QUARTER; THENCE ALONG THE WEST LINE THEREOF NORTH 1'13'12" EAST 202.55 FEET TO THE NORTHWESTERLY LINE OF THAT CERTAIN EASEMENT GRANTED TO THE UNITED STATES OF AMERICA FOR ELECTRICAL TRANSMISSION LINES BY DOCUMENTS RECORDED UNDER RECORDING NOS. 5034341, 5029580 AND 5027474, RECORDS OF SAID COUNTY AND THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID WEST LINE AND THE WEST LINE OF SAID NORTHEAST QUARTER OF SAID NORTHWEST QUARTER NORTH 01'13'12" EAST 1502.83 FEET TO A POINT ON THE SOUTHERLY MARGIN OF THE LANDS DESCRIBED IN DEED RECORDED UNDER RECORDING NO. 8501170665, RECORDS OF SAID COUNTY, SAID POINT BEING ON A CURVE CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 842.00 FEET AND TO WHICH POINT A RADIAL LINE BEARS SOUTH 47'11'42" WEST; THENCE ALONG SAID MARGIN SOUTHEASTERLY AND EASTERLY 801.22 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 5431'16" TO THE BEGINNING OF A REVERSE CURVE CONCAVE TO THE SOUTHWEST HAVING A RADIUS OF 618.00 FEET (A RADIAL LINE THROUGH SAID BEGINNING BEARS NORTH 07*19'34" WEST); THENCE CONTINUING ALONG SAID MARGIN EASTERLY AND SOUTHEASTERLY 647.38 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 60'01'11" TO SAID NORTHWESTERLY LINE OF THAT CERTAIN EASEMENT GRANTED TO THE UNITED STATES OF AMERICA FOR ELECTRICAL TRANSMISSION LINES BY DOCUMENTS RECORDED UNDER RECORDING NOS. 5034341, 5029530, AND 5027474, RECORDS OF SAID COUNTY; THENCE ALONG SAID NORTHWESTERLY LINE SOUTH 52'58'44" WEST 1662.66 FEET TO THE TRUE POINT OF BEGINNING. DEDICATION: KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SUBDIVIDED, HEREBY DECLARE THIS PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS AND TRACTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND_ AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACE, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE AND CONVEY SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, WAIVE AND RELEASE FOR THEMSELVES, THEIR . HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST THE CITY OF FEDERAL WAY, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE DESIGN, ESTABLISHMENT, CONSTRUCTION, OPERATION, FAILURE TO OPERATE, OR MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEMS, ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE OR SURFACE OR SUBSURFACE WATER FLOWS WITHIN THE SUBDIVISIONS OR WITHIN ANY DRAINAGE OR DETENTION FACILITIES DESIGNED TO RECEIVE OR ACTUALLY RECEIVING DRAINAGE FROM THE SUBDIVISIONS AND THE CITY OF FEDERAL WAY'S REVIEW AND APPROVAL OF PLANS AND PERMITS FOR SAME OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY THE CITY OF FEDERAL WAY. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY, HOLD HARMLESS, AND DEFEND THE CITY OF FEDERAL WAY, ITS SUCCESSORS AND ASSIGNS, FROM AND AGAINST ANY DAMAGE, INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THE SUBDIVISIONS TO HAVE BEEN CAUSED BY THE DESIGN, ESTABLISHMENT, CONSTRUCTION, OPERATION, FAILURE TO OPERATE, OR MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEM, ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUBSURFACE WATER FLOWS WITHIN THE SUBDIVISIONS OR WITHIN ANY DRAINAGE OR DETENTION FACILITIES DESIGNED TO RECEIVE OR ACTUALLY RECEIVING DRAINAGE FROM THE SUBDIVISIONS AND THE CITY OF FEDERAL WHY'S REVIEW AND APPROVAL OF PLANS AND PERMITS FOR SAME. PROVIDED, THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING THE CITY OF FEDERAL WAY, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING FROM AND TO THE EXTENT OF THE SOLE NEGLIGENCE OF THE CITY OF FEDERAL WAY, ITS SUCCESSORS, OR ASSIGNS. THIS SUBDIVISION, DEDICATION, RELEASE, INDEMNIFICATION OF CLAIMS, AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF WE SET OUR THE Q DRA1T- CORPORATION, A WASHINGTON CORPORATION BY - ITS: ACKNOWLEDGMENT STATE OF WASHINGTON COUNTY OF KING SS. I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT f-4= LY,At 15rrtI s IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT (S)HE SIGNED THIS INSTRUMENT, ON OATH STATED (S)HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE 4552T. d[C.z P94Li(.p—,,yr OF THE QUADRANT CORPORATION TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED THIS 56 DAY OF A,)ftWMf%0V%,- , 2012. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING AT��=(.►�.�b PRINTED NAME _&I _ -.4, sd,,> - COMMISSION EXPIRES 4 b4l 6- �— SURVEYOR'S NOTES: 1. THE HORIZONTAL DATUM FOR THIS SURVEY IS NAD83/91. CITY OF FEDERAL WAY CONTROL POINT NUMBER FW166 WAS HELD FOR POSITION AND A LINE BETWEEN SAID POINT NUMBER FW166 AND CITY OF FEDERAL WAY CONTROL POINT NUMBER FW123 WAS HELD FOR ROTATION. 2. THIS IS A FIELD TRAVERSE SURVEY. A TOPCON QS ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. DISTANCE MEASURING EQUIPMENT HAS BEEN CALIBRATED AT AN N.G.S. BASELINE WITHIN ONE YEAR OF THE DATE OF THIS SURVEY. 3. PLAT CORNERS WILL BE STAKED WITH 1/2" REBAR AND PLASTID CAP, 24" IN LENGTH. FRONT LOT CORNERS WILL BE STAKED WITH 1/2" REBAR WITH PLASTIC CAPS MARKED "BCE 46315". REAR LOT CORNERS WILL BE STAKED WITH 1/2" REBAR WITH PLASTIC CAPS MARKED "BCE 46315". CITY OF FEDERAL WAY STANDARD STREET MONUMENTS WILL BE SET AT ROAD INTERSECTIONS, PC'S, PT'S, OR PI'S ONCE CONSTRUCTION IS COMPLETED. loom CITY FILE NO. 12-102820-00—SU APPROVALS DEPARTMENT OF PUBLIC W - tS EXAMINED PPR�✓ED THIS DAY OF _ 2012. PUBLIC WORKS DIRECTOR / DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT COMMUNITY AND ECONOMIC FEDERAL WAY CITY COUNCIL t� sie[ �: EXAMINEDOD APPROVED THIS'' —DAY OF P+�,M 2012. MAYOR KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS � DAY OF ll�I�- ,���Ir 2012. . 1'e'n=::��"41_� �1� ------ L . o KING COU ASSESSOR DEPUTY KING COUNTY ASSESSOR ACCOUNT NUMBER 192104-9008 & 192104-9043 VOLUME/PAGE ( FINANCE DIVISION CERTIFICATE I HEREBY CERTIFY THAT ALL PROPERTY TAXES ARE PAID, THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION ON ANY OF THE PROPERTY HEREIN CONTAINED, DEDICATED AS STREETS, ALLEYS OR FOR ANY OTHER PUBLIC USE, ARE PAID IN FULL. THISDAY OF 12. FINANCE DIVISION �e 0 Vol 0 a�v0 *� MANAGER, FINANCE DIVISION i� 0;� • . P�'° ��®� �Q / SE 0 • ACV WASH�N�®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—EXCLUSIVE EASEMENT AN EASEMENT IS HEREBY IRREVOCABLY RESERVED FOR AND GRANTED TO LAKEHAVEN UTILITY DISTRICT, ITS HEIRS, SUCCESSORS AND ASSIGNS, FOR SO LONG AS IT SHALL OWN AND MAINTAIN THE UTILITIES REFERENCED HEREIN UNDER AND UPON THE AREA SHOWN ON THE PLAT AND DESCRIBED HEREIN AS "WATERLINE EASEMENT" OR "SANITARY SEWER EASEMENT" TO INSTALL, MAINTAIN, REPLACE, REPAIR AND OPERATE WATER AND SEWER MAINS AND APPURTENANCES FOR THIS SUBDIVISION AND OTHER PROPERTY TOGETHER WITH THE RIGHT TO ENTER UPON SAID EASEMENTS AT ALL TIMES FOR THE PURPOSE STATED. NO BUILDING, WALL, ROCKERY, FENCE, TREES OR STRUCTURE OF ANY KIND SHALL BE ERECTED OR PLANTED, NOR SHALL ANY FILL MATERIAL BE PLACED WITHIN THE BOUNDARIES OF SAID EASEMENT AREA. NO EXCAVATION SHALL BE MADE WITHIN THREE FEET OF SAID WATER OR SEWER SERVICE FACILITIES AND THE SURFACE LEVEL OF THE GROUND WITHIN THE EASEMENT AREA SHALL BE MAINTAINED AT THE ELEVATION AS CURRENTLY EXISTING. GRANTOR ADDITIONALLY GRANTS TO THE GRANTEE, THE USE OF SUCH ADDITIONAL AREA IMMEDIATELY ADJACENT TO SAID EASEMENT AREA AS SHALL BE REQUIRED FOR THE CONSTRUCTION, RECONSTRUCTION, MAINTENANCE AND OPERATION OF SAID WATER OR SEWER FACILITIES. THE USE OF SUCH ADDITIONAL AREA SHALL BE HELD TO A REASONABLE MINIMUM AND BE RETURNED TO THE CONDITION EXISTING IMMEDIATELY BEFORE THE PROPERTY WAS ENTERED UPON BY GRANTEE OR ITS AGENTS. IN ADDITION TO THE OTHER RESTRICTIONS HEREIN, GRANTOR SHALL NOT CONVEY TO A THIRD PARTY ANY EASEMENT OR OTHER RIGHT OF USAGE IN THE PROPERTY WHICH WOULD IMPAIR OR LIMIT THE GRANTEE'S USE OF THE EASEMENT AREA. DRAINAGE EASEMENT RESTRICTIONS STRUCTURES, FILL, OR OBSTRUCTIONS (EXCLUDING DECKS, PATIOS, OR OVERHANGS) SHALL NOT BE PERMITTED WITHIN DRAINAGE EASEMENTS. ADDITIONALLY, GRADING AND CONSTRUCTION OF FENCING SHALL NOT BE ALLOWED WITHIN THE DRAINAGE EASEMENTS SHOWN ON THIS PLAT MAP UNLESS OTHERWISE APPROVED BY THE HOMEOWNERS ASSOCIATION. CONFORMED COPY 20121205001817 QUADRANT CORPO PLAT 176.00 PAGE-001 OF 007 12/05/2012 15:23 JOB NO. 15500 Barghausen Consulting Engineers, Inc. Civil Engineering, Land Planning, Surveying, Environmental Services 18215 72nd Avenue South Kent, WA. 98032 Telephone: (425) 251-6222 Fax: (425) 251-8782 4 1. SE1/4 OF NW1/4, SEC. l SHEET 'I -OF 7 MTJ WYNSTONE EAST BEING A PORTION OF THE NE1/4 & SE1/4 OF THE NW7/4 SECTION 19, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON FOUND BRASS PLUG IN CONCRETE MONUMENT — — — N89'00'07"W 2576,60' t NW CORNER SECTION 19 1266.02' ` — — FOUND BRASS TACK IN — 1310 58' CONCRETE MONUMENT N1/4 CORNER SECTION i9r (3/2012) CALCULATED POSITION I I 1 N I Of w t _N M I ZI st ! Cq M FOUND 2" DOMED BRASSY NO PUNCH (3/2012) LQ LQ ! FOUND 2" DOMED BRASSY W/PUNCH (3/2012) ! I \ ! FOUND REBAR/CAP (3/2012) R=842.00' TRACT L=801.11' FOUND MONUMENT sw IN CASE (3/2012) A=60'19'32' CAMP R=618.00' o 84 83 82 US DR. L=650.68' I FOUND CN EBAR/CAP -�- 81 80 79 RACT F S8g590s1' o (/2012 ) N _ _ SS9'08"E 1274.31' 85 TRACT 'H" f4t88'Uj 62 bi 50 49 48 �— — — — 86 _ a 47 4 Z 3 63 64— —SW 338th 8T 6 4b \ N 9 N 87 66 66 0 88 78 67 58 63 64 44 I no ca'c 77 69 60 61 62 "E" 48 a � 89 76 76 6 66 65 I 42 r o 90 74 73 72 71 70 69 68 7 41 1 N 81 '� 94 W 339th ST,�-___ - 40 W z � 39 96 96 ! z a 92 83 97 98 99100 101 102 "�" 37 38 Q`o�1 3 z 103 36 114 113 112 111 110109108 iO4 I 10T 106 10b 36 34 0. FOUND 2' BRASS SW 3419t ST. 33 ! MONUMENT W/PUNCH 18 19 F- 32 (3/2012) 1 : 2 17 20 28 L30 M 0 100 200 400 I 16 0 27 29 ��, W 3 3 2i *' �'� > 2 SCALE: 1• 2006 •h �• IQ 4 � 16 �" 2b I W 14 24 �S > 1C4 6 13 23 FOUND 2' BRASS 6 22 LEGEND MONUMENT W/PUNCH 12 F. (3/2012) 7 r I FOUND SECTION CORNER OR QUARTER CORNER 1 8 11 SECTION QUARTER CORNER (CALCUAATED POSITION) 9 0 O FOUND 2' BRASS FOUND MONUMENT AS NOTED MONUMENT W/PUNCH 10 © PLAT CORNER SET (3/2012) i iv - Q� FOUND 2' BRASS I W1/4 CORNER SECTION 19 'r I MONUMENT W/PUNCH /CALCULATED POSITION o " (3/2012) 1282.60' — — Z 1311.47' i ! S88'58'10"E 2594.07' DATE OF DRAWING: JULY 30, 2012 CITY FILE NO. 12-102820-00—SU RECORDING CERTIFICATE: Recording No. Filed for record at the request of the City of Federal Way this day of , 20—, at minutes past _. m. and recorded in Volume of Plats at pages through , records of King County, Washington. DIVISION OF RECORDS AND ELECTIONS Manager Superintendent of Records ZZ LAND SURVEYOR'S CERTIFICATE: I hereby certify that this plat of WYNSTONE EAST is based upon an actual survey and subdivision of Section 19, Township 21 North, Range 4 East, W.M., that the courses and distances are shown correctly thereon; that the monuments will be set and the lot and block corners will be staked correctly on the ground as construction is completed and that I have fully complied with the provisions of the p!pitting regulations. Brian D. Gillooly, PLS No. 315 Date CENTER SECTION 19 CALCULATED POSITION FOUND 2" BRASS MONUMENT W/PUNCH (3/2012) VOLUME/PAGE JOB NO. 15500 Barghausen Consulting Engineers, Inc. Civil Engineering, Land Planning, Surveying, Environmental Services 18215 72nd Avenue South Kent, WA. 98032 Telephone: (425) 251-6222 Fax: (425) 251-8782 NEW & SE1/4 OF NW1/4, SEC,19, T21N-R4E, W.M. SHEET 'OF 7 Manager Superintendent of Records Brian D. Gillooly, PLS No. 315 Date SHEET S'O1` 7 WYNSTONE EAST BEING A PORTION OF THE NE1/4 & SE1/4 OF THE NW7/4 SECTION 19, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON PLAT NOTES AND RESTRICTIONS: RECORD EASEMENTS VOLUME/PAGE %,1 % 03 8 1. DURING THE COURSE OF CONSTRUCTION OF ANY LOT WITHIN THIS SUBDIVISION, STUB -OUT INVERT ELEVATIONS FOR A COMMITMENT FOR TITLE INSURANCE PROVIDED BY FIRST AMERICAN TITLE INSURANCE COMPANY, THEIR ORDER NO. STORM DRAINAGE SHOULD BE VERIFIED BY THE INDIVIDUAL LOT BUILDER OR OWNER TO PROVIDE THE NECESSARY SLOPE FROM 4267-1819719 AND DATED NOVEMBER 21, 2012 WAS RELIED UPON FOR RECORD ITEMS AFFECTING THIS SUBDIVISION. THE PROPOSED HOUSE. ACCORDING TO THIS DOCUMENT, THE FOLLOWING ITEMS AFFECT THIS SITE: 2. THE ARTICLES OF INCORPORATION FOR THE WYNSTONE EAST HOMEOWNERS ASSOCIATION ARE ON FILE WITH THE STATE OF WASHINGTON IN OLYMPIA. 3. ANY ADDRESSES SHOWN ARE PRELIMINARY ONLY AND ARE SUBJECT TO CHANGE. 4. TRACTS "D", "K" AND "L" ARE RECREATION TRACTS, AND ARE HEREBY CONVEYED TO THE HOMEOWNERS ASSOCIATION IDENTIFIED IN NOTE 2, ABOVE, FOR OWNERSHIP AND MAINTENANCE PURPOSES. A STORMWATER UTILITY EASEMENT IS HEREBY GRANTED TO THE CITY OF FEDERAL WAY OVER ENTIRE TRACT "K" FOR MAINTENANCE OF THE PUBLIC STORM WATER CONVEYANCE LINES WHICH LIE WITHIN THE TRACT. 5. TRACTS "F" AND "G" ARE OPEN SPACE TRACTS, AND ARE HEREBY CONVEYED TO THE HOMEOWNERS ASSOCIATION IDENTIFIED IN NOTE 2, ABOVE, FOR OWNERSHIP AND MAINTENANCE PURPOSES. 6. TRACT "H" IS A WATER QUALITY TRACT AND IS HEREBY DEDICATED TO THE CITY OF FEDERAL WAY FOR OWNERSHIP AND MAINTENANCE PURPOSES. 7. TRACT "C" IS A PRIVATE ACCESS TRACT FOR INGRESS, EGRESS AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 22, 23 AND 24. OWNERSHIP OF LOTS 22, 23 AND 24 INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT "C" AND AN UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID TRACT INCLUDING STORM DRAINAGE LINES. A SANITARY SEWER EASEMENT IS HEREBY GRANTED TO LAKEHAVEN UTILITY DISTRICT OVER ENTIRE TRACT "C". (SEE "PLAT DEDICATION FOR NON-EXCLUSIVE EASEMENT" ON SHEET 2) 8. TRACT "E" IS A PRIVATE ACCESS TRACT FOR INGRESS, EGRESS AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 42 THROUGH 45. OWNERSHIP OF LOTS 42 THROUGH 45 INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT "E" AND AN UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID TRACT INCLUDING STORM DRAINAGE LINES. A SANITARY SEWER EASEMENT IS HEREBY GRANTED TO LAKEHAVEN UTILITY DISTRICT OVER ENTIRE TRACT "E". (SEE "PLAT DEDICATION FOR NON-EXCLUSIVE EASEMENT" ON SHEET 2) 9. TRACT "I" IS A PRIVATE ACCESS TRACT FOR INGRESS, EGRESS AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 81 THROUGH 84. OWNERSHIP OF LOTS 81 THROUGH 84 INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT "I" AND AN UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID TRACT INCLUDING STORM DRAINAGE LINES. A SANITARY SEWER EASEMENT IS HEREBY GRANTED TO LAKEHAVEN UTILITY DISTRICT OVER ENTIRE TRACT "1". (SEE "PLAT DEDICATION FOR NON-EXCLUSIVE EASEMENT" ON SHEET 2) 10. TRACT "J" IS A PRIVATE ACCESS TRACT FOR INGRESS, EGRESS AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 90 THROUGH 93. OWNERSHIP OF LOTS 90 THROUGH 93 INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT "J" AND AN UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID TRACT INCLUDING STORM DRAINAGE LINES. AN EASEMENT FOR ANY AND ALL UTILITIES IS HEREBY CONVEYED TO THE OWNERS OF LOTS 90 THROUGH 93, THEIR HEIRS, SUCCESSORS AND ASSIGNS OVER, UNDER AND ACROSS SAID TRACT "J". A SANITARY SEWER EASEMENT IS HEREBY GRANTED TO LAKEHAVEN UTILITY DISTRICT OVER ENTIRE TRACT "J". (SEE "PLAT DEDICATION FOR NON-EXCLUSIVE EASEMENT" ON SHEET 2) 11. TRACT "M" IS A LANDSCAPE TRACT, AND IS HEREBY CONVEYED TO THE HOMEOWNERS ASSOCIATION IDENTIFIED IN NOTE 2, ABOVE, FOR OWNERSHIP AND MAINTENANCE PURPOSES. AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER THE ENTIRE TRACT "M" IS HEREBY GRANTED TO THE CITY OF FEDERAL WAY. NO STRUCTURE, SIGNAGE OR MONUMENTS SHALL BE ALLOWED OVER EXISTING STORM DRAINAGE PIPES AS DETERMINED BY THE CITY OF FEDERAL WAY INCLUDING PUBLIC WORKS STORM WATER MANAGEMENT DIVISION. THE RETAINING WALLS WITHIN TRACT "M" ARE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 12. ALL WATERLINE EASEMENTS (WLE) AND SANITARY SEWER EASEMENTS (SSE) ARE HEREBY GRANTED TO LAKEHAVEN UTILITY DISTRICT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH WATER AND SANITARY SEWER SERVICE. (SEE "PLAT DEDICATION FOR NON-EXCLUSIVE EASEMENT" ON SHEET 2) 13. ALL STORM DRAINAGE EASEMENTS (SDE) NOTED HEREON ARE PUBLIC AND ARE HEREBY DEDICATED TO THE CITY OF FEDERAL WAY FOR THE CONSTRUCTION, MAINTENANCE AND REPAIR OF STORM DRAINAGE FACILITIES. 14. ALL PRIVATE STORM DRAINAGE EASEMENTS (PSDE) NOTED HEREON ARE PRIVATE AND ARE HEREBY CONVEYED TO THE LOT OWNER WHO WOULD BENEFIT FROM THE EASEMENT. THE OWNERS OF SAID LOTS HAVING BENEFIT SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE AND REPAIR OF THE DRAINAGE FACILITIES WITHIN THE EASEMENT. A. THE 10' PRIVATE STORM DRAINAGE EASEMENT (PSDE) WITHIN LOTS 1 AND 2 IS FOR THE BENEFIT OF LOT 2. B. THE 10' PRIVATE STORM DRAINAGE EASEMENT (PSDE) WITHIN LOTS 3 THROUGH 5 IS FOR THE BENEFIT OF LOTS 4 THROUGH 6. C. THE 10' PRIVATE STORM DRAINAGE EASEMENT (PSDE) WITHIN LOTS 7 THROUGH 9 IS FOR THE BENEFIT OF LOTS 8 THROUGH 10. D. THE 7.5' PRIVATE STORM DRAINAGE EASEMENT (PSDE) WITHIN LOTS 16 THROUGH 18 IS FOR THE BENEFIT OF LOTS LOTS 15 THROUGH 17. E. THE 7.5' PRIVATE STORM DRAINAGE EASEMENT (PSDE) WITHIN LOTS 13, 14, 21 AND 22 IS FOR THE BENEFIT OF LOTS 12 THROUGH 14. F. THE 10' PRIVATE STORM DRAINAGE EASEMENT (PSDE) WITHIN LOTS 24 AND 25 IS FOR THE BENEFIT OF LOTS 24 AND 25. G. THE 10' PRIVATE STORM DRAINAGE EASEMENT (PSDE) WITHIN LOT 27 IS FOR THE BENEFIT OF LOT 26. H. THE 10' PRIVATE STORM DRAINAGE EASEMENT (PSDE) WITHIN LOTS 29 AND 30 IS FOR THE BENEFIT OF LOT 28 AND 29. I. THE 10' PRIVATE STORM DRAINAGE EASEMENT (PSDE) WITHIN LOTS 32 AND 33 IS FOR THE BENEFIT OF LOTS 31 AND 32. J. THE 10' PRIVATE STORM DRAINAGE EASEMENT (PSDE) WITHIN LOT 35 IS FOR THE BENEFIT OF LOTS 34 AND 36. K. THE 10' PRIVATE STORM DRAINAGE EASEMENT (PSDE) WITHIN LOTS 38 AND 39 IS FOR THE BENEFIT OF LOTS 37 AND 38. L. THE 10' PRIVATE STORM DRAINAGE EASEMENT (PSDE) WITHIN LOT 41 IS FOR THE BENEFIT OF LOT 40. M. THE 7.5' PRIVATE STORM DRAINAGE EASEMENT (PSDE) WITHIN LOTS 43 THROUGH 46. N. THE 7.5' PRIVATE STORM DRAINAGE EASEMENT (PSDE) WITHIN LOTS 50 THROUGH 52. 0. THE 10' PRIVATE STORM DRAINAGE EASEMENT (PSDE) WITHIN TRACT "F" IS FOR THE BENEFIT OF LOTS 42 THROUGH 52. P. THE 10' PRIVATE STORM DRAINAGE EASEMENT (PSDE) WITHIN LOTS 54 THROUGH 57 IS FOR THE BENEFIT OF LOTS 53 THROUGH 57. Q. THE 10' PRIVATE STORM DRAINAGE EASEMENT (PSDE) WITHIN LOTS 58 THROUGH 64 IS FOR THE BENEFIT OF LOTS 58 THROUGH 65. R. THE 7.5' PRIVATE STORM DRAINAGE EASEMENT (PSDE) WITHIN LOTS 67 THROUGH 73 IS FOR THE BENEFIT OF LOTS 66 THROUGH 73. S. THE 7.5' PRIVATE STORM DRAINAGE EASEMENT (PSDE) WITHIN LOTS 74 THROUGH 77 IS FOR THE BENEFIT OF LOTS 74 THROUGH 78. ST THE 7.5' PRIVATE STORM DRAINAGE EASEMENT (PSDE) WITHIN LOTS 79 THROUGH 83 AND THE 10' PRIVATE STORM DRAINAGE EASEMENT (PSDE) WITHIN TRACT "G" IS FOR THE BENEFIT OF LOTS 79 THROUGH 84. U. THE 10' PRIVATE STORM DRAINAGE EASEMENT (PSDE) WITHIN LOT 85 IS FOR THE BENEFIT OF LOT 86. V. THE 10' PRIVATE STORM DRAINAGE EASEMENT (PSDE) WITHIN LOTS 87 AND 88 IS FOR THE BENEFIT OF LOTS 88 AND 89. W. THE 7.5' PRIVATE STORM DRAINAGE EASEMENT (PSDE) WITHIN LOT 89 IS FOR THE BENEFIT OF LOT 90. X. THE 10' PRIVATE STORM DRAINAGE EASEMENT (PSDE) WITHIN LOT 91 IS FOR THE BENEFIT OF LOT 92. Y. THE 10' PRIVATE STORM DRAINAGE EASEMENT (PSDE) WITHIN LOT 94 IS FOR THE BENEFIT OF LOT 95. Z. THE 10' PRIVATE STORM DRAINAGE EASEMENT (PSDE) WITHIN LOTS 97 AND 98 ARE FOR THE BENEFIT OF LOTS 96 AND 97. AA. THE 10' PRIVATE STORM DRAINAGE EASEMENT (PSDE) WITHIN LOTS 99 AND 100 IS FOR THE BENEFIT OF LOTS 100 AND 101. BB. THE 7.5' PRIVATE STORM DRAINAGE EASEMENT (PSDE) WITHIN LOTS 102 THROUGH 106 IS FOR THE BENEFIT OF LOTS 103 THROUGH 107. CC. THE 7.5' PRIVATE STORM DRAINAGE EASEMENT (PSDE) WITHIN LOTS 108 THROUGH 113 IS FOR THE BENEFIT OF LOTS 109 THROUGH 114. 15. ALL PRIVATE WATERLINE EASEMENTS (PWLE) AND PRIVATE SEWER UNE EASEMENTS (PSSE) ARE CONVEYED TO THE LOT OWNER OWNER WHO WOULD BENEFIT FROM THE EASEMENT FOR OWNERSHIP AND MAINTENANCE OF THE FACILITIES WITHIN THE EASEMENT AREA. 16. THE ROAD AND STORM DRAINAGE SYSTEMS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE, PERMIT NO. 02-105745-000-00-EN ON FILE WITH THE CITY OF FEDERAL WAY. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY. 17. THE STREET TREES, PLANTED AS A CONDITION OF PLAT APPROVAL, SHALL BE PLANTED ACCORDING TO THE APPROVED ENGINEERING PLANS, PERMIT NO. 05-105180-00-EN, ON FILE WITH THE CITY OF FEDERAL WAY. THE STREET TREES PLANTED WITHIN AND/OR ABUTTING INDIVIDUAL LOTS AND PLANTER STRIP SHALL BE MAINTAINED BY THE OWNERS OF SAID LOTS, AND THE STREET TREES PLANTED WITHIN AND/OR ABUTTING THE PRIVATE AND PUBLIC TRACTS WITHIN THIS PLAT SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 18. THE BUILDING SETBACK LINES ON CORNER LOTS HAVE BEEN SHOWN WITH A TYPICAL FRONT YARD SETBACK; HOWEVER, PER FEDERAL WAY REVISED CODE SECTION 19.05.160 (DEFINITIONS "PROPERTY LINE") THE FRONT PROPERTY LINE ON CORNER LOTS MAY BE ON EITHER STREET, WITH THE BUILDING SETBACK LINES REVISED ACCORDINGLY. 19. THERE SHALL BE NO VEHICULAR ACCESS TO OR FROM 12TH AVENUE SW FROM THOSE LOTS WHICH ABUT IT. 20. THE 2' UGHTING/UTIUTY EASEMENT WITHIN LOTS 1 THROUGH 18, IS HEREBY DEDICATED TO THE CITY OF FEDERAL WAY UPON THE RECORDING OF THIS PLAT. 21. THE MAINTENANCE OF THE RETAINING WALLS WHICH LIE WITHIN INDIVIDUAL LOTS SHALL BE THE RESPONSIBILITY OF THE LOT OWNER WHO BENEFITS FROM USE OF THE WALL. CITY FILE NO. 12-102820-00-SU 1-4. NOT APPLICABLE TO BE SHOWN ON SURVEY. 5. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON SAID PREMISES FOR S.W. CAMPUS DRIVE AS GRANTED BY DEED RECORDED JANUARY 17, 1985 UNDER RECORDING NO. 8501170665. (BLANKET EASEMENT FOR CUTS/FILLS) 6. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: 8711170788 IN FAVOR OF: FEDERAL WAY WATER & SEWER DISTRICT FOR: SEWER FACILITIES (SHOWN) 7. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: 8908110283 IN FAVOR OF: KING COUNTY FOR: SLOPE, DRAINAGE & UTILITIES (SHOWN) 8. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: 9212081818 IN FAVOR OF: PACIFIC NORTHWEST BELL TELEPHONE COMPANY FOR: UTILITIES (SHOWN) A PARTIAL RELEASE OF EASEMENT WAS RECORDED OCTOBER 09, 2012 UNDER RECORDING NO. 20121009000257. 9. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: 20020415000374 IN FAVOR OF: PEI-YI CORPORATION FOR: CONSTRUCTION (SHOWN) 10. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "CONCOMITANT AGREEMENT" RECORDED: JUNE 03, 2005 RECORDING NO.: 20050603001038 SAID AGREEMENT SUPERCEDES PREVIOUS AGREEMENT RECORDED UNDER RECORDING NO. 9003051118. 11. LICENSE AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: CAMPUS CREST PROPERTIES, L.L.C., A WASHINGTON LIMITED LIABILITY COMPANY AND: CITY OF FEDERAL WAY, A WASHINGTON MUNICIPAL CORPORATION RECORDING INFORMATION: 20080721000451 12. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: 20090205000244 IN FAVOR OF: PUGET SOUND ENERGY, INC., A WASHINGTON CORPORATION FOR: CONSTRUCT, OPERATE, MAINTAIN, REPAIR, REPLACE, IMPROVE, REMOVE, AND ENLARGE ONE OR MORE UTILITY SYSTEMS FOR PURPOSES OF TRANSMISSION, DISTRIBUTION AND SALE OF GAS AND ELECTRICITY 13. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "MEMORANDUM OF AGREEMENT" RECORDED: JANUARY 26, 2012 RECORDING NO.: 20120126000739 14. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "LICENSE" RECORDED: FEBRUARY 21, 2012 RECORDING NO. 20120221000029 15. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "AGREEMENT" BY AND BETWEEN: LAKEHAVEN UTILITY DISTRICT AND THE QUADRANT CORPORATION RECORDED: APRIL 17, 2012 RECORDING NO.: 20120417000204 16. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING NO. 201205040DO138 1N FAVOR OF: PUGET SOUND ENERGY, INC., A WASHINGTON CORPORATION FOR: UTILITY SYSTEMS FOR PURPOSE OF TRANSMISSION, DISTRIBUTION AND SALE OF GAS AND ELECTRICITY MODIFICATION AND/OR AMENDMENT BY INSTRUMENT, RECORDING NO. 20120801001121 AREAS TOTAL AREA OF PLAT: 984,576 SQ. FT. (22.60 ACRES) AREA OF RIGHT OF WAY DEDICATION: 191,837 SQ. FT. (4.40 ACRES) NET AREA OF PLAT: 792,739 SQ. FT. (18.20 ACRES) PLAT NOTES AND RESTRICTIONS (CONTINUED): 22. A FEE -IN -LIEU OF OPEN SPACE IS REQUIRED TO SATISFY OPEN SPACE REQUIREMENTS. THE FOLLOWING LOTS IN THIS SUBDIVISION SHALL BE SUBJECT TO THE COVENANT OF PAYMENT OBLIGATION FOR OPEN SPACE FEE -IN -LIEU RECORDED UNDER KING COUNTY LOTS: 1-31, 53-57, 74-78, 96-98, AND 102-114. 23. THE WYNSTONE EAST HOMEOWNER ASSOCIATION SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE IRRIGATION AND LANDSCAPING WITHIN THE PUBLIC RIGHT OF WAY ALONG SW CAMPUS DRIVE AND 12TH AVENUE S.W. PURSUANT TO THE CITY'S LICENSE FOR IRRIGATION FACILITIES, RECORDED UNDER KING COUNTY RECORDING NO. 7-012.-1205 0C) E 'l 24. PER FEDERAL WAY REVISED CODE (FWRC) 19.120.110(6). FRONT YARD SETBACKS MAY BE APPLIED IN A FLEXIBLE MANNER AS FOLLOWS: A MINIMUM FRONT YARD SETBACK OF 10 FEET MUST BE MAINTAINED IN ALL CASES AND A MINIMUM 20 FOOT SETBACK SHALL APPLY TO GARAGES, UNLESS THE GARAGE AND DRIVEWAY ARE ORIENTED IN SUCH A WAY AS TO PROVIDE A MINIMUM 20 FOOT LENGTH OF PARKING AREA IN FRONT OF THE GARAGE WITHIN THE PROPERTY BOUNDARIES. JOB NO. 15500 Barghausen Consulting Engineers, Inc. Civil Engineering, Land Planning, Surveying, Environmental Services 18215 72nd Avenue South Kent, WA. 98032 Telephone: (425) 251-6222 Fax: (425) 251-8782 41 SE1/4 OF NW1/4, SEC. 19, T2104E, W.M.1 I SHEET -3 OF 7 1 I \ i 10.03' FOUND REBAR/CAP \ � (3/2012) X WYNSTONE EAST BEING A PORTION OF THE NE1/4 8 SE1/4 OF THE NW1/4 SECTION 19, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON 1-1 LEGEND THIS PORTION IS DEDICATED TO THE PUBLIC USE FOR ROAD PURPOSES UPON THE RECORDING OF THIS PLAT 2nt212-o5vo 1$1°t O PLAT CORNER SET (SEE SURVEYOR'S NOTE 3, SHEET 2) A LICENSE FOR IRRIGATION FACILITIES, REC. NO. APPLIES TO THE PLANTER STRIP WITHIN SW CAMPUS DRIVE WHICH IS TO BE • SET CITY OF FEDERAL WAY STANDARD ROAD MONUMENT VOLUME PAGE MAINTAINED BY THE WYNSTONE FASTHOMEOWNERS ASSOCIATION A SET 3/4" GALVANIZED IRON PIPE WITH PLASTIC CAP AT LOT 11�ory � '10' SLOPES, DRAINAGE CORNERS °o AND UTILITIES EASEMENT \ SSE SANITARY SEWER EASEMENT (SEE NOTE 12, SHEET 3) ^ \ REC. NO 8908110283 WLE WATERLINE EASEMENT (SEE NOTE 12, SHEET 3) r- GF N, SIDE STORM DRAINAGE EASEMENT (SEE NOTE 13, SHEET 3) a \ PSDE PRIVATE STORM DRAINAGE EASEMENT (SEE NOTE 14, SHEET 3) [HATCHED AREA] W o PSSE PRIVATE SANITARY SEWER EASEMENT (SEE NOTE 15, SHEET 3) w N TRACT OPEN SPACE E �.� PWLE PRIVATE WATERLINE EASEMENT (SEE NOTE 15, SHEET 3) 0 25 50 100 a N z z JZ585 $0. FT. UE UTILITY EASEMENT (SEE -EASEMENTS AND RESERVATIONS", SHEET 2) N U SEE PLAT NOTEON SHEET 3 5 \ \� BSBL BUILDING SETBACK LINE \ SCALE: 1 = 50 N68'47'01 "W 1 i 5.25' \ -SQ. FT. SQUARE FEET ' ss --II .'...E,. ,.t,',,.,, 64�¢ 3S21'34'03"WFPSDE 11.72' 20.32,+ 5 - - -- ( ( / D2' , R� S58'36'17"W ;o , . S670 \ $¢.00, 24.72' ►'' I o Qi m `' S? , L�63 FOUND MONUMENT 84 U-1 I 83 / / �SSp9g oF\ RF7SA0 1SS' d. SW " �"- IN CASE (3/2012) CD Ro r IF 'ter' 7, SQ FT N i 5,0f0 SO.Ff N /l 82 w // ASOF ' S685DS0"71, � I p8,/1 p crk- Rag4��, y' •41pu 1 - 5„i98 SO. F7 l l +'SI DS' ..\S TPS>9� F ~ 111till �' �7 I L15 I _ <J` -N / 81 / / �'1' 5418, , ,'jo.'' S01'17'50"W LS C51 h r\� / 5,969 S0. FT^ / N / D PSOF,',�, . c6? 20 S+E 23.17'_��L=g1.7 im o N o 34 56� CS2 l 5,169 S0. fT N 79 / � Im f I o TRACT 1 R��, < �"' /� / � 1 I o M ACCESS 9p0' t;, t o �"' i 5,002 SO. FT. l 2Q' SEWER EASEMENT�d`17'10'04" L '49.85' a 10.19'd=57• 56 `�\�\�'s,0-G �� "- - - �^ / REC. N0. 8711170788 R--889.00' L=266.38' S28'43*31 108"5 3q' . 4 603 S0. FT ----� 0 0 -p15* R-849.00'--10' UE •� �' N "E L-69.87' 11.3 ' 56.63'-S89'27'54"W 63.22' rS884701 E 60.04- Rsue, <" 4=2421'48 �B(�j� �N' A SEE PLAT �`' �_ o N S86'35'52»W 53.79' S84'19'31"W SEE PLAT L=53.58' �/ Cl) �„ TRACT M o=�'19'49 = Cn ^ N I L11 NOTE 9 ON �j I1 L-?6Os, , r E NOTE 11 TRACT H L=20.64 Sri ,,, .,� C:) vo 85 ``�p�SHEET 3 /� L�28D6, 6,151 SO. FT. ON SHEET 3 WATER QU&ff L11 `V N w ., 0 5' PWLF y0 20,410 SO. FT. Q N v; C-1 50 cc 7,068 S0 FT G 192 \ �, 574 00,10,E 123. SEE PLAT NOTE ON SHEET 3 6 h � o 4 •' M 52 11 0 5,080 SO. FT. 1 5,268 S0 FT °p 67' <c z �" z .; 00 5,180 S0. FT ' 1 rn �^ (- - - - - - - - 10 PSDE �° ' . \ A=O'3O'24" ;ry '�' 10' PSDE F N88'47'01 "W 101.0i'- -Y� ': ,� A=T04'40' `� L=8.67' S82'p ' o'er ¢ ' �h L=1.33' N d-16.1g,56 626"E 130.00' �Ory / 26' 26' N5415'42"W o ggg� L o- 10' PSDE- I C.�o .142.74' R'9g0.50 5 324.50 ,r; 86 / ti oo . v' ,1�� de L,27g 21' o o� 10' UE ©=2• 80' ', ,L=0.05',' Ln 5,690 SO. FT //o„ry�' -� , �' i - - y ` L01 ?g, ``' d'21'00'S1» - 'C4;,.,.,..L.4 A=1'14'S9" L N ro h^ / h 54.51, R=1006.50' 'i' L=10.00 `�' _ _ _ _ �� ,�o��-mil01 :d,2.s9z0�,: , L_9.is SW 338th S 3 " -� o / 10' PSDE �,. = d-28'LO 372B" - 1 i_ '; R=1006, d=7'36'35" R=1006.50' L=133.68 A=23'23'4 ^ - N88'47 01 "W 94.32 T �, a 53 / l l0 ? 59' ", , 50' L=50 - ,�, ^ M . r / "� 54 1 '' �l UE 4 ,40 2.83' - 0 8% it .N` L 1 l N 5,073 S<J. FT l l �BL�jyp_ gp, ..4. C a .' iT _ / °� `/ - 10 55 ',d= 9'31", , C56,.,.p=T26'53",',', ,..rd 1 5,051 sr� Fr N: i M / / / a 55 / 2;5 », , »,,, , , ( °D :n �n rn rn co a` - - - - J. N / v, ~' E _ ''d-2'$7.40 , ,`«;e- 7'0 », , 3,0 », , ..A=75755 L=52.84 f0' UE N_ N N M _ N6g. l c., 5,143 SO. FT. N / Q, 10 PSDE . .. - -,Z' 2 , ,`..'.*.d=3'Q L=53.44' _ _ _ z L - - - - - - -LrL ,CID r^, r- rn N88'47'01"W 67.87'-1)?9,5334'ry S / / / �o `56 / f / 10' PSDE' i- - - --{ y i - - - -I UIE- - - _ -i - ` -�+ o BSBL(TYP) ^ � o , o 0 678j l 5,133 S0 Ff d 57 w rn o N o 10 PSDE , °; oo I N88'47'01 "W 91.36 .r cn cn C., o I 7S 9" N72.3j '"? "' o � ( v> I � I �? w i 78 �/ ps0� 14 s3' S41y 59 48� /l 5,133 so FT 58 ( I I �, 63 N 'a,. 5,M6 SO. FT l �75' ¢� l o R ,,;5,20 0 88 •,n ' oo m/ � H/ v-tn�r � i `� 59 ( � 60 I i'' 61 ( � 62 � m 50. fT. ,� ,n g 40' / / ,� z " 5,105 S0. FT. mo 5,152 50. FT. co v / W S w o M � o i� 0 5,197 SO. FT. � o 1 . � �t �' / 8.73 N7 / w / 10 5,196 S0 FT ( 5,Z34 S0. FT ( 5,018 SlJ FT ( z y �-- - - - - - -- N Cp �\ / h 77 / / '. , , �'4o'o11y 58.711 o / ( I i i L '' l d 5 067 50. FT l -�' 4.7 s, , z o �582' » 50' S79 r --N88'47'01 "W 99.88' �' ?rppl y �ry , - 78 / o /' / . DE' , o o •. , , 50'S1 E 58.70� r ( I i I I, I '} S8720'03"W +52. > , ,' a C6 / N85'06 56"W gQ J L L o, n 98 1 S8521 42"W 60.60 , 13.68 10' UE " �� �B 'b •`• N88'48'15"W 61.56" S8T58'Q6"W 55.00 38.82 o !`�po 9059. G` L�jyp� l 0 5,206 S0 FT / h 75 / / �� '1.45'' t--=5,953''.*,',', . 53.86 ' ,'7.70', ,`46.34' '•'*' 8.66',` *45.37'�.',` 15.22 •'�. 5 -ODE $9 \ 'y , oo' 3g•14 l 5,183 S0 FT l l ' { 7.5 PSDE �"`-- ` o L, j' 6 843 SO. FT 7.5' PSD a� '�s� �``�?¢?' ry S6 30' -2q; 3 `/ yo / 5,184 S0 FT V f ( � I I ( o ` t ' Ln L = SB�TYt'?� 68 - - - -C47 �•.`o c \ L,Sg27' ` �Z ` ' / a,IV N 73 1 � 72 I N 70 I N 69 ' (A 5158 $0. FT ,01. 5,13 (- - -N88'47'Oi "W 115.54' 7- ,' , $9 io a 46'1 " 7 ;�. l i � 5,944 S0. FT ( !n 71 o _ 5166 S0. FT 5,670 S0. FT. w " m % ' i'�0 4,102 ,`'� `�' A=O'O6'35" L=58 80' 1 p E - + ( �.� 4182 50. FT. I n; 5, J59 S0 FT I m ` n �„ i w v= 0 90 // v°�° �' ; Q fT �.,0 C .d L=2.33' A=O'21'42' L=Sg 808" 10' Uf _ ( voi I 5,107 SO. FT. 5' P! I- -----1 r - - N88'47'01 "W 93.40'T I t + '°S0F �123, " h L=7.67 C59 =3'1 ' .Q - - - - - --� L - - - `= _ BSBLLTYP� 4! G o L.3 58 L=68. =2'S9'S1" » 1 , r - » _ 5'1 *' �� `4 \ ��g6 dar 64 L=63.59' '� --�47'04 10 UE=2'4518 L=58.44' Q v C15�65?" L=59.07 L=58.44 0 SEE PLAT 94 / BsgL(> � 10 UE d,x26'S2. _ �_ _ SW . 339th ST. NOTE 10 5,201 SO. FT �`� L; ' _ _ 91 / h �' 54.15' d=2T55 30 R=1241.5 =1241.50' L=749.94' � � d=343636" R- - - L6 15,012 1 FT I ON 3 5' PWLE "/ 95 c, / 'd�2.2 fi'46'.`,', , , , 0' L=605.08' w =g o % L=54 11. ' •, d_ PSSE-SEE %N8947'01"W -' R-1 �' l 5,134 S0. FT l "' - _ r26'07"..•', DETAIL BELOW 10 PSDE 38.00' G� 3s90 ' ` / -` / 96 �' / 10' PSDE �o L'S3.88' C43 ' - _ L _ _ _ _ r , 0 A cu / ~ - 10' Uf i d�2'23.38",''' L=6.15' _ - , N L�48?3�p l 5,134 SO. a � � I � i L=5296' • 4=2'23'38"'.`+ ,' A=5'35'47" L=123.81' gSBI(iYP) N88'47 01 "W 82:06 J S9 D = / l 97 �, - L=52.96' p'' -Q=758 24 i T o: 10' UE I Q,q.1S4 ; d`Z'2652.' / 10 / I 10' PSDE - L �- - - ' _- 10 PSSE _ 10' UE I ACCESS EASEMENT 5 1,101 5806'� J l R=13590 = l 5,130 SQ FT o ' 98 ( _ _ _ _ ;L y a ? I SEE DETAIL BELOW 10' d=?' l N "' " rn aoi C - ''+ 1 102 0 \ o PSSE-SEE , , .�L`52652 / / R- / 5,174 SO. FT. o, 1Z L=1 ODLp �-jo tf-� m 1 o �* 92 ° I 4.75 PSDE • 8. 1 ? W » J CID m DETAIL BELOW 93 w , . G'r1 • O6 -1 d, 3j9.00' / i N - w 100 W I 4�'` .yyA \ � 6,500 S0. FT. i� o ( 8;031 S0 FT v I I ? L` 340° ', , L 2'26'g6• / o 0o 15,028 SO. FT. (5,052 S0 FT M 6,013 S0 FT °1 lam\ oo, i N N8T29'34"W 7,935 S0 ff. I S2 84, L'S8 02 ` / R,1359.0 ' ; oz- » ( �y& c I d=2'q J L d=2.2 v o' S82' 13 42 E LN88' 7'01"W 62.46' - "' 22.76' BSBLfTYP 86'37'46"WJ 2.75' PSDE 0 C=631`=, ' +.' « C=59.�j7 J' Q a o / ;•'} s 103 S8T28'03"W - E 96' S7T z r- - - - , ,' S5.01 ' « I I 1=2'4f D " , o, a ^ S " ( ( S7T23 57"W 5,O,i3 S0 FT \ o' •.* 56.00� .','„',' N 4 , , ;n � ^ 8ri3 42 i y Q5 0 co SE PLAT NOTE 19 ( N81'34 49"C 7.5 PSDE r� I �' I ( L=63 6T ' ' 0 5 :- E 57.Z 1 J L 6.83' ! ,� . • y \ p, ' ^ N SHEET 3 31.91' cis ( � w ( z Cz o - -54.19' S84'25'04"E 21.28 o I a I o I "Lp ' 1 `50.33 ,, g.11''',' ' W I 1 112 1 I J 110 (� ml y . , N7T2357 V-\ 104 \ is / •�d 1i4 I 113 J I ill N ; I j 109 �( 108 ' ( SSr13'442E"E ( \ o, 4032 50. FL N 5,922 So. FT. 570 SO. FT. �+ '� rn cc 1 i . 5,013 S0 FT I N I 5,528 SO. FT on V " 3.86 I ;F d'F 1 G 6,115 SO. FT SQ FT m �'+ 5 005 SGl FT w v o ( ti . - ' v \ <1 �6 I I I �= 1 I o i07 1 106 1105 \ \ �, �e� 5,138 so FT `� r 1 , 5,131 SO. FT i o 5,737 srt Fr J y BUILDING SETBACKS ARE AS FOLLOWS: FRONT: 10 FEET GARAGE: 20 FEET SIDES: 5 FEET REAR: 5 FEET CITY FILE NO. 12-102820-00-SU 91 t;� f 94 1- 1 err.Fcc T c, LOT 92 S31'18'35"W 92 28.59' 93 PSSE TO BENEFIT LOT 92 DETAIL 1'40' PSSE D=0'02'41 " .�� L=0.99' 1.1Q N48'36'59"E 1.48' 89 100 DETAIL 1*40' ems. JOB NO. 15500 Barghausen Consulting Engineers, Inc. Civil Engineering, Land Planning, Surveying, Environmental Services 18215 72nd Avenue South Kent, WA. 98032 Telephone: (425) 251-6222 Fax: (425) 251-8782 NE1/4 I SE1/4 OF NW1/4, SEC.19, T21N-R4E, W.M. SHEET 4 OF 7 WYNSTONE EAST VOLUME PAGE 2'("1 /° BEING A PORTION OF THE NE1/4 & SE1/4 OF THE NW1/4 SECTION 19, TOWNSHIP 21 NORTH, RANGE 4 EAST W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON FOUND MONUMENT THIS PORTION IS DEDICATED TO THE PU UC USE FOR ROAD PURPOSES UPON IN CASE (3/2012) THE RECORDING OF THIS PLAT - A LICENSE FOR IRRIGATION FACILITIES, REC. NO. Zo(2t2D5t�(F�Iq , - - "APPLIES TO THE PLANTER STRIP WITHIN SW CAMPUS DRIVE, WHICH IS TO BE j MAINTAINED BY THE WYNS ON�EASTHOMEOWNERS ASSOCIATION 10' SLOPES, DRAINAGE \ I � AND UTILITIES EASEMENT\ I REC. NO. 8908110283 \ R=849.00' 10' UE o � v N88'49'52'E L=69.87' ^ 4 079, \ FOUND MONUMENT I S28'43 31'W 11.3 _ A� 10.85 cc +� S8535'52"W 53.79' Sg419'31'W 56.63'—S89'27'S4'W 63.22' N83'Sfi'44'W 63.22' SEE PLAT NOTE 5 \4\6�'g3 R 00' MA IN CASE (3/2012) �„ c l N N77'21'23-, ON SHEET 3 TRACT F A=1' 19 49 ___ N ! Ld in 6322 OPEN Sp 6110 , • L=20.64' '& ,509 So. L11 Qiu $ I v' I No { Co I h 4601'iV \ 4`�`�?', l• \ r 52 I 51 15 0 I 49 / 322\ Q.63' To ,. o �.0 o . ^� 0 080 So. � .2 so. i l o N '~ h I 5 5,268 SO. FT 48 e<v cn z .-�+ o .'. o0 5,180 SO. FT i m j J h 6P 10 PSDE h,ryti a`V * J 10' PSDE m I { h 5,268 SD FT. l '` 3g1' hp a - , I ° I _ { o I l A 47 / / + '+�S''+'�'+63�' ��ti TELEPHONE EASEMENT \ \ 26 26 '' N54'15 42"W q gSB�iYPL _ o- 10 PSDE - _ j o / /0£ .. 10 PSDE, REC. N0. 9212081818 = I 8.49_ - �= - 5 0 5,375 So. FT - 1. _ 3' ' ` A=6'35'22' �6' / "� .+NSA. 10' UE A=2'47'36" 1'4 L22' f0' UE 40 / °j�' `.L=47;80' ` .L=30 05'.`=24.50' . ,'=5�.73" L=52.73' �i6`,5' y L / 46 / / + 3S�8�Y +C4 ,�,•, . ' 0=1'14'S9"• _ Lr 22'�/ / ,� / ', G� L=2.1 S 5 .73 5\ / ,� 6,159 SO FT / 338th �. S W N- ------ A=T36'35' R=1006.50' L=133.68 _ 0=23'23'47" R=432.50' ti �60-�1 45 / �'•; s9s6 20' SEWER EASEM NT L=176,61' \ %� / 6,757 So FT tip / / '+''. s REC. NO. 8711170788\ C56 ;•;A=i26'S3"'' `'Q='�7`40".~' ... 57'55"'` �'..- .`L=8L47,., s�\soy / '''.A= ' 7 02 , ~:4=TQ3.0� . `. A=2 _ _ .. =� L=52.84' .10 UE 1 p' / e�� 44 / +' `. L-` ` _ • • • • _ _ _ _ _ PSDE _ " ' S� \/ ,yh / 5, 618 So. FT / i B. 10 UE • • • L=53.44' .a, ° BSBL(IYP) o ' 'o� BsB�Tm) �' / / .'�' . + o { o I Co - 10' PSDE I w I t o� \ �c�s1=124 ' f Q / a, �', 3� 1 � I 63 N I 64 1 ^Q \ `�=41.1s� $� / ,h`�' As�F'`:` 59 j 60 1 m 61 1 m 5,233 so. Fr M I 6647 so FT '1 I` �� f >364 / '�p. 62 , A=54'12 R` �S¢ e y ��j 43 5,196 So FT M 5,234 So F( 5,018 So. FT o 5,197 So. FT I z I Nti L10 119,00, 3l \� ,`? 5,410 So. FL �; I 1 w I I , 38.�, 55.02 o a, t� i 4,244 So Fi t .� `° G \ / / \ °o- \ % 7.00' 1 I � 1 f � s�r'3z W 65 TRACT E i , I I S79 56 30'W"f � � �= 7,826 So. FT. Y � oo, ACCESS 5.50' •r SEE PLAT , 1N85'O6'S6"W 60.98 S8720'03W r T^ 1� o „ ° '� LN88'48'15'W 61.56 S87'58 OS'W 55. o' `S8521'42"W 60.60 } 38.82 ` , { n =54'12 36 R,8 NOTE 8 ��, ++7.59,53' E''.`.', . ',53.86".. i45.37' ." 15.22' `'�.5 i N / J l ON SHEET 3°O r'o 'y mac, 1> 7.70'' `'46.34%`{ 8.66'. pSDE �o o I 66� / �a , +; 10'PSDE ���a,�!yR,,'h`b,0� J� / 7897 80 FT I Cp I � 67 1 5,047 SO. Fr J tLn 3 °' I oR I I N 68 a 5,153 $o. FT , / / v iQ \ 72 m � J 1A rn ,N \ \ J 71 I o 70 1 ; 68 1p 5,156 SO. FT 1 � 1 _ / /o 5,670 SO. FT. I w = 5,166 SO FT. I 17 0 - L' /�' l \ \�cT 41 ��S° ��'S- / / 5,182 So FT 5,159 So fl 1 I Cr w -� r' 28' 48' C } �n j l \ 0 7,697 So. FT OD \ / _ I ` BSBL TYP tO - - - - I - - - ��' fl=z4-08_ L---- ;�, l=2'S9'S1" J �=2'47'Q4' 10' UE L�=2' 518" L=745'18"_ !'� U=745_18' L=`�g.44' e \ Q�o� L=63.59' L=59.07' L-58.44' L=58.44, L=5g.44„ A=O'28'17" �': 6�� a 40 L=10 00' =o2s ri L=10.80 L= L==6•1o3s.5o32 6,269 sFr /6=O25' L=3.58'SW 339th ST. % I d-�'36'36" R=1241.50' L=749.94' - ��6 < 39 \ A=O'16'41" 'N cu'n 10'30„ _'`' UE� + o \ 5,369 So. FT. = p=7 �0 10' PSDE L=S.15 f" G.�'` L.48.11 N gSOLtP)� \ i \ems O A=5'35'47" L=123.81'--A=2'S8'24 �BL(nP) �� SEE PLAT F, 38 s6> -- _ 10' PSSE -` - _ 1-0' UE - , ���QSpF L=65.78 NOTE 4 z $. \ co {- _ ' - - - - - - 1� ' o v ON SHEET 3 \ cSV, \ 5,730 S0 FT o { g N86 +102 e / !; '43'32"W \ L j 101 .���p�' `��� 6,500 so. Fr - o7�1.98'_ 37 6,013 So Ff gp'1 + ~ �j�\ °o- /c�/ o Cl)/ �a 6,397 So. FT. 4VI<11 `;yyo°°� \ �0 5'0' \ \'sp. / Apo e' 1 \ v'e '+` N�235�"E\ s� 104 \ ` o� 36 / / Jti/ tea. ,��p� / \ o a \ so, gyp/ p + � / \ °� 6,407 So. FL p \ o°s 5,032 S0 FT / y�� ��' � `' / , \ F \ 04� `oil < 10PSDE 49 35 j 5,737 soy FT \ \ so�0i/ °o �y y% �b ,� � �ti/ / \ \°osF 5s14 so Fr .`:` O- s'o C�" F s1�1\ I j- - - \ oo. 5236 So. FT. 41 + \ \ \/ - p=4r12 " +++ / ��,� 33 / / \ oo, ++5,232 So. FT 15�0� -'\ �'14/ ©=4T12'31" Rj \ 9�- 5234 So. FT. 0 BUILDING SETBACKS ARE AS FOLLOWS: FRONT: 10 FEET GARAGE: 20 FEET SIDES: 5 FEET REAR: 5 FEET' CITY FILE NO. 12-102820-00-SU LEGEND O• PLAT CORNER SET (SEE SURVEYOR'S NOTE 3, SHEET 2) • SET CITY OF FEDERAL WAY STANDARD ROAD MONUMENT 0 25 50 100 A SET 3/4" GALVANIZED IRON PIPE WITH PLASTIC CAP AT LOT CORNERS SCALE: 1" = 50' v.,� Jrun,rvv JL-ql.1\ Gl'1JLIMIL111 kILL IVVIL fL, SnEu JJ WLE WATERLINE EASEMENT (SEE NOTE 12, SHEET 3) SDE STORM DRAINAGE EASEMENT (SEE NOTE 13, SHEET 3) PSDE PRIVATE STORM DRAINAGE EASEMENT (SEE NOTE 14, SHEET 3) ,'+' [HATCHED AREA] PSSE PRIVATE SANITARY SEWER EASEMENT (SEE NOTE 15, SHEET 3) PWLE PRIVATE WATERLINE EASEMENT (SEE NOTE 15, SHEET 3) UE UTILITY EASEMENT (SEE BASEMENTS AND RESERVATIONS", SHEET 2) BSBL BUILDING SETBACK LINE SQ. FT. SQUARE FEET / I � JOB NO. 15500 Barghausen Consulting Engineers, Inc. Civil Engineering, Land Planning, Surveying, Environmental Services 18215 72nd Avenue South Kent, WA. 98032 Telephone: (425) 251-6222 Fax: (425) 251-8782 NEW & SE1/4 OF NW1/4, SEC. 19, T21N-R4E, WX SHEET 5 OF 7 0 a M { FOUND 2" BRASS MONUMENT W/PUNCH (3/2012) � I 1 1 W 1 1 'Q Zl_ F cc IM 00 W M 0 FOUND 2" BRASS MONUMENT W/PUNCH (3/2012) i 1 FOUND 2" BRASS MONUMENT W/PU (3/2012) VOLUME PAGE WYNSTONE EAST BEING A PORTION OF THE NE1/4 & SE1/4 OF THE NW1/4 SECTION 19, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON - _ L Q z',26s.00 o 102 1 �L, s2" I 1� 98 W � 101 �� �s 92 93 4.75' PSDE ... d, 5g 06,` J l Rz 1359 �, . i 100 .�, g5 ms�\ �� 6,50I0 SO. FT. 6031 SO. FT { I tv L r13'g0" •, , L Q�2'264g• / c yo 15028 SO. FT - I °D 6,013 SQ. FT. ' 7935 SQ fT co 5z L= / R= Ni z S,052 SQ. FT :h 0p ,• OS / + 1 N8T29'34"W i A: 84' 7'. ,', . 4_r 58.02'� J a= r359.Op, `N88'47'01 "W 62.46' _ 22.76' BSBL(iYPI , 2.75' PSDE DE 41 ¢7,,, L 2'29'47" r ,�, " " z S82'13 42 E -S8T28'03'W - 'S8�37 46"W� ` I L= 3� t=gg 21! J,,3 r 0.84 z / 103 / E - - - - -I 1- , •' 55.01' ' I I i 6 6' a=2'41 " `* �.� I 1 S7T23'S7'W ! / ��p O� \ `�� 5033 S0. fT - + 56.00• , , ,',' '' �, 04 , 882' 13'42" `� Q`' SE PLAT NOTE 19 N81'34 49"W o 0 1 L=g3 67, CO E 57.21� 6.83' i 7.5 PSDE �2 I n2 o S LS84'25' ^ N SHEET 3 N 1 3i.91' N I w a z a o !---5q.19- 04 E 2 1' I ,� I 1 ' '50.33', , a.11,• I m 109 m1 I ' .+''7.5 PSDE' �rr235i�\ spa 104 \ Aso✓/ 10 00 1 , l 113 1 112 I j 111 m 110 ► r r 5,032 So. FT. 'C 0 114 cr I cri 1 � 108 _r I S82'13 4z E \ o CJ I 1 + 5,013 So. FT ^' N 5,922 SO. FT I 5,763 SQ Fi �r _ o- \ 6,115 SO. FT N 5,O14 S0 FT I mo' 15,005 S0. FT N I o 0 5,528 SQ. FT to V . I 3.86' \ sFi / t;6 1�► �61 I I j I " 1 I 0 1LO INC 107 I � 106 1 � 105Oc�y i NST28'15E I I--C3 I-----i `" 5,138SO. FT o p _BSBL()J L - - - I-- - - - --5.@0' A=529 34" _ . J I I " M 5,737 so Fr �/ o �5 _` g .t , 10' UE 89'45'41 "W 8T28'15" "' 5,131 SQ FT 1 `� g5 G�jl �` p1 L=50.43' d-54803 C3 10' 1 I o 1 'v i J, c�`L� p0',t, 54.00 56.00 50.04' 39.84' L=53.25, UE =2'17' _ ' - - _ `o i S 5b' p� Ofi" J -- �� 35.67 v N �„ C40 L=57.85' A=2'17'0 " 41 g�9 --- -_J _ �^A=12'24'02" R=500.00' p_4r12'31 ' ' "' L=108 1 N8T28' 15"E 297.59' - -- 22' i y�bc ' ' ' /\ • _ ,t 138.50' 4=5'40139" 137.17' N `" A=O'41'38" r R=1476.50' _ ' / 92 �` 2' C(TY OF FEDERAL WAY rn °'- L-146.31' �'�p't L1GHiTNG[t1NOTE EASEMENT N _ --78.59'- - A=815'04" L=68.2fi'_ _ L=17.$8' d=4'S9'Ot" L=128.43' _ - A_4T12'31" R 150p0 �p9 / \ F SEE PtA NOTE 20 ON SHEET 3 48.44' = -C3¢ I ���() '' v `' o �r �S s�� 32 \ s, o 4co 6.91 a^� �o o ,`r`�' . D' $5yg� / \ oo. 5,234 So FTLO \ \ 18 � w o o19 J p.� 7— 4.1 ' SEE PLAT NOTE 19 I I , mr C16' '15 43 C15' ' p, , ON SHEET 3 1 .o o pa to5,&93 So FT 5,602 SQ. FT mI ? ^ 26 / 26' J I 10 PSDE •` 29 \ o 31 v L - - o � 2g Rw \ os 5,4A0 SQ. FT. KO �., 'M o Q, - - - - '' z- - N88'47 01 "W 95.81 1 ^ 5766 SO. FT M 6,783 SO. 9.. I c`�> j r� o 11 �IQI FN88'47Q1"W t00.12'- 0 W ' ! 1 w ; • ^ / cis !'� r 9 N83' 0 1 \ ' 35'-S88'46'51 "E 99.78' -{ ' ^ 1 o / o �� M 55 06"W 75.54` .z \ oOs 30 \ gOp _ _ 28' 28 �, �7 w 20 / v r 6,287 SO fT. \ �� — — — — — 1 Yy `+' d 1 5,000 S4. F F. "' n 5,325 SO. fT / o it : o d _ SEE PLAT NOTE 19 b N1! 'off A T25'33" t, \ M = ON SHEET 3 L, o ! �- - - - - - - I v rr u i 0' PSDE o n •- o u ._, �• L=6.87 �B \ L.% 29 \ O o 5,000 'So FT of . � j TN88'47'01 "W 100.00' - -BSBLL L -1 5' \ oo" 6,452 SO.FT ' A=3'24'02" i \ \/ V' " 102.48'E j o 1 1� oo-N88'47'Oi "W 80.95' L=3.15' \ \ - S88'46 51 E 99.79' -L ! — — — -r o i 5,000 so. Fr -�I \'ram 10th CT. SW �' / \\ \s�� 27 \ SEE PLAT NOTE 19 1 1 ,• ao \'_,r' ^^/ gj,6513 SO, FT. M o ON SHEET 3 L- - - - - - - ', o Y4. L=17.52' • ii ii/ \ \ `�F °p 21 A=18'S6 35 ., �' n t 3 'm" "' I N88'47'01 "W 100.00'- - w 6,341 $Q. Ff �` ¢2'7 _ \ o? �•z1 a a 5,00D S0 FT cnl . T G0, �90 N-S88'46'51"E 99.80'-L -;- 0 1 0 5' PWLE\ / SEE PLAT NOT17 �.�50� �,o�o-\ oos 26 N - - - - - _ ,, 6 1 1`5 0 - /'�/ ON SHEET 3 / 10' PSDE \ `�F 5.007 SO FT \ ,? SEE PLAT NOTE 19 '. M 1 5,000 SQ FT I ��'1 TRACT C Goo G�ti 5 ACCESSZZ ON SHEET 3 0 0 1 - - - - BSBL(7YP)J +F, ^s'� a \ \ /' a � � t„ r 1 �rx• 3,728 So. FT. �o / oo, 25 \ sA z o 4 al o `'�°' s A=1'26'22" / `sv'a 5,000 SO. FT. bl " 5' WLE TN88'47'01"W 100.00'- — �5`L , '�a L=6.76' s' * \ 5,001 SO. Ff. I 1 7.5' PSDE* y?A + S� p/`L� -S88'46'S1'E 99.81'-1 0 1 �4 SEE DETAIL o �� oG oo, �.��' 'sG ion o ass- \ yh o BELOW o 5.00' \ F` ,L5• • ^� ,o \ o- 24 \ ��• /L SEE PLAT NOTE 19 1 ++1 I 5,0100 SQ FT "' 1 1 0� � ` / `sJ'F \ SF 5,040 SQ. FT \ \� / 1i M o ON SHEET 3 1 o rn {- - - - - - �'`sV' �, rN88'47o1"w 100.00— I �G \ 0 23 \ o� _ N 5,001 SO. FT. ( �^� \ off, rn-S88'46'51 "E 99.82' -L 16- W 1 13 Q o 1 ism 5,000 SOFT — — — — —T 5,aoo szt Fr '�\ �. 9�y �s _ SEE PLAT NOTE 19 1 Uj Zv Q 1 �` ' • aoi J \ \ `l?p ,�1 T ON SHEET 3 0 oLLL------ ,' w 22eLo N 5,A00 SO. FT 1 "� Z r TN88'47'01"W 100.00'- - -{ 11,366 So. FTsjO -S8646'51"E 99.83' -L r 12 0 0 ------ I 15,000SO. Ft I -1- M- M SEE PLAT NOTE 19 I J o ON SHEET 3 - o T o 5,001 SOFT 1 T N88'47'01 "W 100.00'- -S88'46'51"E 99.84'-L 6.54' 1 � SEE PLAT NOTE 19 j 7,787 SQ. FT )feecn e`a e M o ON SHEET 3 5,000 Sq.FT. �1 -S88'46'51 "E 99.85' - L ---------T 28' 28' 1 / SEE PLAT NOTE 19 ,,, :2 1,00 o o 0 o ON SHEET 3 al qp J I 35, � 5,001 SO. FT --1 Q� -S88'46'51 "E 99.86' --L I- �5 - / 1CH N o o SEE PLAT NOTE 19 i --;p tip 19 15' 0o �y' 0 ON SHEET 3 1 " z 10 1 U _O u 1 = h 7,701 SO. FT. CV 5 ! O. w CL- " o w ,proc-�c,4•��5 CV C9 O, \p�j• �p .40 11-11 a 5� 2.39' LEGEND O PLAT CORNER SET (SEE SURVEYOR'S NOTE 3, SHEET 2) • SET CITY OF FEDERAL WAY STANDARD ROAD MONUMENT ♦ SET 3/4" GALVANIZED IRON PIPE WITH PLASTIC CAP AT LOT CORNERS SSE SANITARY SEWER EASEMENT (SEE NOTE 12, SHEET 3) WLE WATERLINE EASEMENT (SEE NOTE 12, SHEET 3) BUILDING SETBACKS ARE AS FOLLOWS: SDE STORM DRAINAGE EASEMENT (SEE NOTE 13, SHEET 3) FRONT: 10 FEET PSDE PRIVATE STORM DRAINAGE EASEMENT (SEE NOTE 14, SHEET 3) GARAGE: 20 FEET L'. [HATCHED AREA] SIDES: 5 FEET PSSE PRIVATE SANITARY SEWER EASEMENT (SEE NOTE 15, SHEET 3) REAR: 5 FEET PWLE PRIVATE WATERLINE EASEMENT (SEE NOTE 15, SHEET 3) UE UTILITY EASEMENT (SEE 'EASEMENTS AND RESERVATIONS', SHEET 2) BSBL BUILDING SETBACK LINE CITY FILE NO. 12-102820-00-SU SQ. Fr. SQUARE FEET 15 21 3.67' A 14 7S PSDE 22 DETAIL 1*40' JOB NO. 15500 Barghausen Consulting Engineers, Inc. Civil Engineering, Land Planning, Surveying, Environmental Services 18215 72nd Avenue South Kent, WA. 98032 Telephone: (425) 251-6222 Fax: (425) 251-8782 NEIA I SE1/4 OF NW1/4, SEC. 19, T2104E, W.M. SHEET 6 OF 7 n 0 m C'.ITY Fll F NO- 12-109820-00-SU WYNSTONE EAST BEING A PORTION OF THE NE1/4 8 SE1/4 OF THE NW1/4 SECTION 19, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON Line Table LINE I LENGTH DIRECTION L1 11.92' NO2'31'45"W L2 15.91' NO2'31'45"W L3 3.78' 309110'39"W L4 5.31' S09'10'39"W L5 5.19' S8B 47'01 "E L6 21.10, NO2'54'13"W L7 18.30' N66'10'47"W L8 20.77' N7733-12"W L9 3.61' N80'05'34"E L10 3.61' N80'05'34"E L11 4.29 N89'16'55"W L12 11.42' N31'12'05'W L13 11.42' N31'12'05"W L14 16.44' S53'32'55"E L15 5.00' S8947'01 "E L16 16.08' S38'57'17"W L17 16.08' S38'57'17"W L18 26.95' N01'12'59'E L19 26.95' N01'12'59'E L20 25.48' S84 42'58"E L21 11.16' S5744'40"W Curve Table CURVE LENGTH RADIUS DELTA C1 37.81' 25.00' 08639'17" C2 37.81' 25.00' 108639'17" C3 28.66' 25.00' 065'41'21 " C4 11.95' 25.00' 02723'03" C5 4.53' 458.50' 000'33'57" C6 15.66' 126.00' 00707'12" C7 17.10' 119.00' 008'13'57' C8 30.09' 126.00' 013'40'53" C9 21.23' 1267.50' 000'57'35" C10 30.00' 1267.50' 001'21'22" C11 34.77' 25.00' 079'41'04" C12 19.51' 126.00' 00652'21" C13 15.36' 126.00' 006'59'03" C14 0.53' 176.00' 00910'22" C15 21.80' 176.00' 00705'51" C16 6.30' 1502.50' 000'14'25" C17 38.44' 25.00' 088'O5'12" C18 29.00' 25.00' 06627'38" C19 15.21' 53.00' 01626'50" C20 83.68' 269.00' 01749'23" Curve Table _-.--_ CURVE LENGTH RADIUS DELTA C21 5.76' 269.00' 001'13'33" C22 51.04' 269.00' 010'52'17" C23 26.88' 269.00' 005'43'33" C24 68.57' 231.00' 01700'25" C25 2.80' 164.74' O00'58'30" C26 17.23' 25.00' 039'28'56" C27 26.16' 164.74' 009'05'49" C28 40.78' 25.00' 093'27'20" C29 39.27' 25.00' 090'00'00" C30 12.70' 328.00' 002'13'09' C31 8.74' 328.00' 001'31'35" C32 9.66' 128.00' 004 19'21" C33 17.78' 272.00' 003'44'44' C34 39.27' 25.00' 09VOO'00" C35 37.63' 25.00' 086'14'36" C36 34.83' 500.00' 003'59'29" C37 36.74' 25.00' 08412'21" C38 10.16' 526.00' 001'16'26' C39 2.17' 1450.50' 000'05'09" C40 19.69' 1 1450.50' 000'46'41" LOT ADDRESSES Curve Table CURVE # LENGTH RADIUS DELTA C41 6.18' 1450.50' 00(T14'38- C42 49.31' 25.00' 11,700'08" 20.31' 1267.50' 00755'05" ff 20.24' 126.00' 009'12'20' 22.02' 119.00' 01016'09" C46 55.18' 119.00' 026'33'58" C47 1.18' 119.00' 000'34'12' C48 38.15' 126.00' 01720'45' C49 30.07' 126.00' 013'40'27" C50 38.15' 126.00' 01720'45" C51 35.30' 119.00' 016'59'45" C52 51.73' 119.00' 024 54'32" C53 32.56' 119,00' 015'40'39" C54 40.60' 25.00' 09,T02'45' C55 20.01' 1032.50' 001'06'38" C56 10.63' 1032.50' O00'35'23" C57 31.68' 406.50' 004 27'55' C58 2.41' 74.00' 001151'57" C59 20.01' 1215.50' 00956'35" C60 3.36' 1215.50' OW09'31" C61 C62 38.15' 126.00' 01720'45" 12.26' 1 889.00' 000'47'24" LOT 1 34105 - 11TH AVE SW LOT 39 721 SW 339TH STREET LOT 77 1020 SW 339TH STREET LOT 2 34109 - 11TH AVE SW LOT 40 717 SW 339TH STREET LOT 78 1026 SW 339TH STREET LOT 3 34115 - 11TH AVE SW LOT 41 713 SW 339TH STREET LOT 79 1016 SW 338TH STREET LOT 4 34119 - 11TH AVE SW LOT 42 700 SW 338TH STREET LOT 80 1020 SW 338TH STREET LOT 5 34125 - 11TH AVE SW LOT 43 702 SW 338TH STREET LOT 81 1024 SW 338TH STREET LOT 6 34129 - 11TH AVE SW LOT 44 706 SW 338TH STREET LOT 82 1106 SW 338TH STREET LOT 7 34205 - 11TH AVE SW LOT 45 710 SW 338TH STREET LOT 83 1112 SW 338TH STREET LOT 8 34209 - 11TH AVE SW LOT 46 716 SW 338TH STREET LOT 84 1114 SW 338TH STREET LOT 9 34213 - 11TH AVE SW LOT 47 720 SW 338TH STREET LOT 85 1118 SW 338TH STREET LOT 10 34219 - 11TH AVE SW LOT 48 726 SW 338TH STREET LOT 86 1122 SW 338TH STREET LOT 11 34208 - 11TH AVE SW LOT 49 730 SW 338TH STREET LOT 87 1128 SW 338TH STREET LOT 12 34200 - 11TH AVE SW LOT 50 800 SW 338TH STREET LOT 88 1119 SW 339TH STREET LOT 13 34128 - 11TH AVE SW LOT 51 806 SW 338TH STREET LOT 89 1115 SW 339TH STREET LOT 14 34122 - 11TH AVE SW LOT 52 812 SW 338TH STREET LOT 90 1109 SW 339TH STREET LOT 15 34118 - 11TH AVE SW LOT 53 1023 SW 338TH STREET LOT 91 1107 SW 339TH STREET LOT 16 34112 - 11TH AVE SW LOT 54 1015 SW 338TH STREET LOT 92 1105 SW 339TH STREET LOT 17 34106 - 11TH AVE SW LOT 55 1009 SW 338TH STREET LOT 93 1103 SW 339TH STREET LOT 18 34102 - 11TH AVE SW LOT 56 1005 SW 338TH STREET LOT 94 1101 SW 339TH STREET LOT 19 34103 - 1OTH COURT SW LOT 57 921 SW 338TH STREET LOT 95 1021 SW 339TH STREET LOT 20 34109 - 1OTH COURT SW LOT 58 913 SW 338TH STREET LOT 96 1013 SW 339TH STREET LOT 21 34113 - 1OTH COURT SW LOT 59 909 SW 338TH STREET LOT 97 1009 SW 339TH STREET LOT 22 34115 - 1OTH COURT SW LOT 60 905 SW 338TH STREET LOT 98 1003 SW 339TH STREET LOT 23 34117 - 1OTH COURT SW LOT 61 815 SW 338TH STREET LOT 99 919 SW 339TH STREET LOT 24 34119 - 1OTH COURT SW LOT 62 809 SW 338TH STREET LOT 100 915 SW 339TH STREET LOT 25 34116 - 1OTH COURT SW LOT 63 803 SW 338TH STREET LOT 101 909 SW 339TH STREET LOT 26 34112 - 1OTH COURT SW LOT 64 731 SW 338TH STREET LOT 102 810 SW 341ST STREET LOT 27 34108 - 1OTH COURT SW LOT 65 718 SW 339TH STREET LOT 103 814 SW 341ST STREET LOT 28 34104 - 1OTH COURT SW LOT 66 722 SW 339TH STREET LOT 104 820 SW 341ST STREET LOT 29 911 SW 341ST STREET LOT 67 728 SW 339TH STREET LOT 105 910 SW 341ST STREET LOT 30 907 SW 341ST STREET LOT 68 802 SW 339TH STREET LOT 106 916 SW 341ST STREET LOT 31 903 SW 341ST STREET LOT 69 808 SW 339TH STREET LOT 107 922 SW 341ST STREET LOT 32 825 SW 341ST STREET LOT 70 812 SW 339TH STREET LOT 108 1004 SW 341ST STREET LOT 33 819 SW 341ST STREET LOT 71 902 SW 339TH STREET LOT 109 1010 SW 341ST STREET LOT 34 813 SW 341ST STREET LOT 72 910 SW 339TH STREET LOT 110 1016 SW 341ST STREET LOT 35 809 SW 341ST STREET LOT 73 916 SW 339TH STREET LOT 111 1020 SW 341ST STREET LOT 36 805 SW 341ST STREET LOT 74 1002 SW 339TH STREET LOT 112 1102 SW 341ST STREET LOT 37 731 SW 339TH STREET LOT 75 1008 SW 339TH STREET LOT 113 1106 SW 341ST STREET LOT 38 727 SW 339TH STREET LOT 76 1014 SW 339TH STREET LOT 114 1112 SW 341ST STREET I VOLUME PAGE -2, JOB NO. 15500 Barghausen Consulting Engineers, Inc. Civil Engineering, Land Planning, Surveying, Environmental Services 18215 72nd Avenue South Kent, WA. 98032 Telephone: (425) 251-6222 Fax: (425) 251-8782 41 SEi/4 OF NWi/4, SEC. 19, T2104E, W.M. I SHEET 7 OF 7