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12-102820 PLANSWYNSTONE 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 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 54'31'16" 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. 8*1 eO e1, KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SUBDIVIDED, HEREBY DECLARE THIS PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS AND TRACTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACE, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE AND CONVEY SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, WAIVE AND RELEASE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST THE CITY OF FEDERAL WAY, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE DESIGN, ESTABLISHMENT, CONSTRUCTION, OPERATION, FAILURE TO OPERATE, OR MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEMS, ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE OR SURFACE OR SUBSURFACE WATER FLOWS WITHIN THE SUBDIVISIONS OR WITHIN ANY DRAINAGE OR DETENTION FACILITIES DESIGNED TO RECEIVE OR ACTUALLY RECEIVING DRAINAGE FROM THE SUBDIVISIONS AND THE CITY OF FEDERAL WAY'S REVIEW AND APPROVAL OF PLANS AND PERMITS FOR SAME OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY THE CITY OF FEDERAL WAY. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY, HOLD HARMLESS, AND DEFEND THE CITY OF FEDERAL WAY, ITS SUCCESSORS AND ASSIGNS, FROM AND AGAINST ANY DAMAGE, INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THE SUBDIVISIONS TO HAVE BEEN CAUSED BY THE DESIGN, ESTABLISHMENT, CONSTRUCTION, OPERATION, FAILURE TO OPERATE, OR MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEM, ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUBSURFACE WATER FLOWS WITHIN THE SUBDIVISIONS OR WITHIN ANY DRAINAGE OR DETENTION FACILITIES DESIGNED TO RECEIVE OR ACTUALLY RECEIVING DRAINAGE FROM THE SUBDIVISIONS AND THE CITY OF FEDERAL WAY'S REVIEW AND APPROVAL OF PLANS AND PERMITS FOR SAME. PROVIDED, THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING THE CITY OF FEDERAL WAY, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING FROM AND TO THE EXTENT OF THE SOLE NEGLIGENCE OF THE CITY OF FEDERAL WAY, ITS SUCCESSORS, OR ASSIGNS. THIS SUBDIVISION, DEDICATION, RELEASE, INDEMNIFICATION OF CLAIMS, AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF WE SET OUR THE Q ,)ADRAITF CORPORATION, A WASHINGTON CORPORATION P ITS: ACKNOWLEDGMENT STATE OF WASHINGTON COUNTY OF KING SS. I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT _ !'lF- L YAKiftru 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 41 sr.111CA P-94941( .1€' )r 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 561L DAY OF _l1,11101 L__—, 2012. �IGt� NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING AT L<jR_V_f,. ,,j& PRINTED NAMEA( L "' �:s __ COMMISSION EXPIRES b rj- 1!r 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 PLASTIC 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. CITY FILE NO. 12-102820-00—SU APPROVALS DEPARTMENT OF PUBLIC WIVS EXAMINED PPR ED THIS _DAY OF `*1" , 2012. I&A,14L PUBLIC WORKS DIRECTOR DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT EXAMINED AND APPROVED THIS DAY OF 2012. COMMUNITY AND ECONOMIC DEVELOPMENT CT FEDERAL WAY CITY COUNCIL EXAMINED A D APPROVED THIS —DAY OF P_A"M, 2012. aL ,or MAYOR KING COUNTY DEPARTMENT ,OF ASSMMENTS( EXAMINED AND APPROVED THIS � /' DAY OF 2012. KING COUNTY/ASSESSOR DEPUTY KING COUNTY ASSESSOR ACCOUNT NUMBER 192104-9008 & 192104-9043 VOLUME PAGE ZGl 103,E 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 2XA 12. IAA FINANCE DIVISION 0 ®® ®z o! U . 6ro� MANAGER, FINANCE DIVISION ���� `��%•®• P .. ��®��� 11g��� �1ASH�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 CO 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 NE1/4 & SE1/4 4F NW1/4, SEC. 19, T21N-R4E, W.M. 1 SHEET I -OF 7 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 FOUND BRASS PLUG IN CONCRETE MONUMENT �(3/2012) N89'00'07"W 2576.60' NW CORNER SECTION 19 1266.02' — — FOUND BRASS TACK IN 1310.58' - CONCRETE MONUMENT N1/4 CORNER SECTION 19� (3/2012) CALCULATED POSITION I I I �I 0 ! N 01 4aJ c N to ! ZI ! st �* FOUND 2" DOMED BRASSY CN :2 NO PUNCH (3/2012) �2 M I FOUND 2" DOMED BRASSY W/PUNCH (3/2012) I I \ ! FOUND REBAR/CAP \ (3/2012) a=54 30'47' R=842.00' TRACT L=801.11' FOUND MONUMENT .G■ 3 IN CASE (3/2012)=60'19'32' N w C R=618.00 <? AMPUS DR. L=650.68' 84 8382 — { N 81 S8859'08"E w FOUND REBAR/CAP ■1■ 80 79 3 RACT 'F' 90.81' o N (3/2012) c 3 — S88'59'08"E 1274.31' 85 TRACT 'H' > 62 51 50 49 48 0 '1 — _ _ — _ 86 _ a 47 46 z 87 53 64 bb 56 .._SW 338th ST 45 \ m 44 N 11 0 88 78 67 b8 59 60 61 62 63 64 no co 77 T6 .E. 43 ! N � 89 66 65 i 42 Q 76 74 73 72 71 TO 69 68 67 41 90 sw LWU 39t N o N 91 d 94 8b � sT --- — 3940 _ 96 ! m lu - 92 93 9T 98 99 00 10i 102 D 3T 38 z 0 103 e 3 Z 114 113 112 111 110109108 10T 106 105 04 35 36 34 $. e FOUND 2' BRASS SW 3416t ST. 33 I MONUMENT W/PUNCH 32 �0�1 (3/2012) 1 18 19 v 28 31 I3 17 20 W 30 ,�ro1Z 54.E °�� I ao 2 � 29 / 0 100 200 .400 W I 3 3 16 21 27 . '1'�a'� /�F, e o ! r Ui IMM�Q 4 W 15 C' 2528 � SCALE: 1 200 I > CIA Ui 14 24 �,\S b � 23 FOUND 2' BRASS 6 = 13 22 LEGEND MONUMENT W/PUNCH 12 / (3/2012) 7 '� °�1 \X; I FOUND SECTION CORNER OR QUARTER CORNER I 8 O�C\1 � SECTION QUARTER CORNER (CALCUAATED POSITION) FOUND 2" BRASS 9 FOUND MONUMENT AS NOTED MONUMENT W/PUNCH O10 �l O PLAT CORNER SET 12) FOUND 2" BRASS I N MONUMENT W/PUNCH W1/4 CORNER SECTION 19 0 (3/2012) CALCULATED POSITION z 1282.60�� 1311.47' 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: 1 hereby certify that this plat of WYNSTONE EAST is based upon an actual survey and subdivision of Section 19, Township 21 North, Mange 4 East, W.M., that the courses and distances are shown Correctly thereon; that the monuments will be set and the lot C.nd block corners will be staked correctly on the ground as Construction is completed and that I have fully complied with tie provisions of the platting regulations. Prion D. Gillooly, PLS No. 315 Date CENTER SECTION 19 CALCULATED POS111ON FOUND 2" BRASS MONUMENT W/PUNCH (3/2012) VOLUME/PAGE 2�d 0 31 JOB NO. 15500 Barghausen Consulting Engineers, Inc. Civil Engineering, Land Planning, Surveying, Environmental Services 18�15 72nd Avenue South Kent, WA. 98032 Telephone: (425) 251-6222 Fax: (425) 251-8782 INE1/4 I SE1/4 OF NW1/4, SEC. 19, T2104E, W.W. SHEET . ` OF 7 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 VOLUME PAGE .Awl /038 PLAT NOTES AND RESTRICTIONS: RECORD EASEMENTS 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 I" 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 V. (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 "I". (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 V. (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 SEINER 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 LINE 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' LIGHTING/UTILITY 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. 20120504000138 IN 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 ASS SOCIATION 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. OC> 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, T21N-R4E, W,M.I I SHEET 2 OF 7 I VOLUME PAGE IWYNSTONE EAST I � BEING A PORTION OF THE NE1/4 & SE1/4 OF THE NW1/4 v SECTION 19, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. 10.03' CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON f FOUND REBAR/CAP X THIS PORTION rS DEDICATED TO THE PUBLIC USE FOR ROAD PURPOSES UPON LEGEND (3/2012) THE RECORDING OF THIS PLAT Ztl l2 i2G5U0 I $ °� OO PLAT CORNER SET (SEE SURVEYOR'S NOTE 3, SHEET 2) A LICENSE FOR IRRIGATION FACILITIES, REC. N0. • SET CITY OF FEDERAL WAY STANDARD ROAD MONUMENT APPLIES TO THE PLANTER STRIP WITHIN SW CAMPUS DRIVE, WHICH IS TO BE MAINNED BY THE WYNSTONE FAST HOMEOWNERS ASSOCIATION ♦ SET 3/40 GALVANIZED IRON PIPE WITH PLASTIC CAP AT LOT oti N, CORNERS 110' SLOPES, DRAINAGE AND UTILITIES EASEMENT \ SSE SANITARY SEWER EASEMENT (SEE NOTE 12, SHEET 3) boo REC. NO. 8908110283 \ WLE WATERLINE EASEMENT (SEE NOTE 12, SHEET 3) \ SDE STORM DRAINAGE EASEMENT (SEE NOTE 13, SHEET 3) o \ PSDE PRIVATE STORM DRAINAGE EASEMENT (SEE NOTE 14, SHEET 3) C. \ 0 [HATCHED AREA] N PSSE PRIVATE SANITARY SEWER EASEMENT (SEE NOTE 15, SHEET 3) W N TRACT Q \� PWLE PRIVATE WATERLINE EASEMENT (SEE NOTE 15, SHEET 3) 0 25 50 100 a OPEN SPACE T UE UTILITY EASEMENT (SEE "EASEMENTS AND RESERVATIONS", SHEET 2) co" — Lu w SEE PLAT NOT ON SHEET 3 5 \ BSBL BUILDING SETBACK LINE SCALE: 1" = 50' N88'47'01 "W 1 i 5.25' SQ. FT. SQUARE FEET 54.84' F - - -1 pSS3 \ S21'34'03„W - - a I I 15'* PSDE * 1*1.72' + S F 6?fig. 3>>6� 20.32' -- -- c� I / /Q ¢ S58'36'1YW � I � � o S6 , \g $p0, 24.72' o I /� , rOS•\ L� 3 FOUND MONUMENT LU zo 0 84 I 83 /m /l l ,SSS� ?OF\ o s aN RTio,�S'� a 'S4 jo, v C /� A t IN CASE (3/2012) - o M � 7, ! 50. FT N i 6,010 S0. Fl:vo // 82 w / of S05pFWNFRS p/�� 0 eF � _R�42�� i"1i�Ipv�1- ! o I �"� / 5,398 SO. f7 l / QOS',i,\S60TS )g�f `d_g3j24�p1.11' �7 *S 4p39,F 4 ` ` g L15 I 1 '�/ 3� / 81 / / 10 41CN g', , �0:' 20' � SO1 17 50"W\` , ` - L5 C51�„�� 5,969 S0. fT ^ / // PSOF , , ,,' C62 �23.17 \` 1�L=91.76 �_, t _- --- 80 w 42 R=849.00' 10 UE m = o d=57.34, a c/ 5,1ff9 SQ. fT o f ro S' �0 4 Im I TRACT Is6 / 79 / �'---_'p�2�\ ���-" t_69.8T I P o M ACCESS 900, \ to �"� / 5,002 S0. FT. l 20' SEWER EASEMENT d-1T10 p¢" ti N8849 52 E (_ _ R_gg S28'43 31 "W 56.63' — z \ I �„ / o o REC. NO. 8711170788 9.pp' 11.32' _ S89'27'54"W 63.22' 49.85" t0.19'd=5734S6s 4,603 S!J fT �``>>\s °G - -� l C=266,38' 10.85 act 0O S86'35'S2"W 53.79' S84'19'31"W rS8E'47 01 E 60.04---�� R\ S°- F p=24 21 48" BSB l "' �" �- ( • - N \`grp SEE PLAT L�-53.58' LL LI ^� TRACT M SEE PLAT i�A--1'19'49" ^ N I W �n NOTE 9 ON N11N 1�26ps• - i y LANDSCAPE NOTE 11 TRACT H L=20.64' N � a o ��� �� L. 6 151 SQ FT ON SHEET 3 WATER QUALITY L11 N w *, A L I o a o 85 ��SHEEi 3 2806' 20,410 SQ FT. "' Q N ' o Cn �: 50 v o 5' PWLE 5G o !n o I 51 a 7,068 S0. fT o- G S7¢• ti 1 d <, ,, ' C" o I a / Op'10 SEE PLAT NOTE 6 o 52 0 P 5,268 SQ. FT. m I / 192•g9 - 4i 123g7. ON SHEET 3 h0 z �.0 o I 5,080 S0 FT N L — — — — — — 10' PSDE �p p0 AV •i••+ z +; w 5,180 S0. FT oc°� po A=O'30'24' `V Qi + -- I cD i 10' PSDE ? N N88'47'01'W 101.01'- v V,- d=O'04'40' L=8.67' S82'0 " 130. N54'15'42 W I o BSBLT(PL o- 10' PSDE- o v �•�rR'* oh1 L=1.33' N 4=16.18$ti• R` 6'26 f 00' 26 I 26 8.49' - - -I r - 4' " d=6'35'22" 86 / ,uc� o �;��� Epp L=1h2.7>_` 9g0.50' C,27g21' 'i' - 3 �� 10' UE p=2'47'36" '45'21 A= a=5.73" N o • o �� / 4�3• d_ G L-4780'.'..L. , ''�`�' 5,690 SO. fT / /i` ii� `o .'\ Q�' , - o` \� �29, N 21'p051' ' ' d=1'14'S9" Sq R=�j - L=10.00 J :6,2s9zo 50'-369.15' SW 33040 L ST • - 3 C_ d u' 10' PSDE d=7'36'35" R=1006.50' L=133.66' 3726 R=10 - 1, 1 �- - N88'4T01 "W 94.32'T �, o, i v 53 / l 10 f' '4 `?•5g 40; + + 06.50' L=502.83' - - I a �/ , 54 / L ' ,-A N N t I 6,40 50. fT. as / ' '' �' o0 87 I u �` l 5,073 SO. FT l del — = CSS rd n a NCIO. 3 6' _ / / q' S5 / - 1p' :d=75�'31 d=�'�`7`40 . », , 3*0 Jill ", , ,f1=r57'55 C56*i' dL 5284" +10 UE 5,051 S0 fT I i M co - - / l 5,143 S(1 fT / N Q, 10' PSDE UE _ L= •', , ,`d=2'7 �2 , ,*::*'.*:Q=3'4 0 , " --- --co o L _ - - - 1� C,: � - "' N6gs3' / cj `56 / 10' PSDE -i i- - - - = 10 UE t= L=53_44 i cn BSBL(TYP) C, i - z - - , to1`1 a, N88'47 01 "W 67.87'-1 j2g' 34� S l l t� l h i �v " i I- - - - -� G - - - - -i �, o - N88'47'01 "W 91.36' '� voi ! n N �' 678' N7 / Cl) 5,133 S0 fT d 57 ro Q; I o I I I 10° PSDE w °w° rn 1 78 l 7S P_011SOF :,14 53 r3754-W S9 / // y 5133 SO. FT. rn 58 I I M 1 I cr 62 1I N 63 q 88 'r' Cn i a,. 5,306 S0. FT J N75• m/ o `r l N I I = 1 rn ' N n ¢o s o / '� g 08, 4021 m / / z ^ 5,105 SQ. fT I M 59 `�' 60 m 61 M m 5233 SQ. fT b I 4) c» o> �' +W o M; I 5,197 SO. FT I 5,152 SQ. fT � v �, / / N 14 58. 73 N7 ' `� w 1 5,196S0. fT I +� 5,234 S0. FT I 5,018 SQ FT I z ;' �� ��, / ,h`O 77 / g 40 o11N 58.7340 l 5,067 SO. FT. � 7'�=5. 4.f1 0 �N S82'S0'511 58.70� I I I I I I '1 S822UO3"N 52.50 d N884701"Woo' C6 / ^� 76 / I PS � So ', , , , , N85'06'S6 �I L t T y � o, / a * * W 60.98 N88'48'15"W 61.56" S87'58'06"W 55.00' S8521 42"W 60.60 '3882'+'- 13.68 of 10 UE \��� goo° `\9pS9' 4 8SQ�7y� ill 5.206 S0 FT /l 75 / �� 1.45' 7.5PSDE 53.86' ,'7.70'',':46.34''' `+' 8.66',` ' , , 15.22'. 7.5 cn LiL+59.53' - � 45.37 pE rn^ LO 89 \ ��s ° ��� t`s63o 4° ; , , / 0 5183 sQ. FT / t 74 1 Y I � * I I 6,243 SO fT ?� co �� N ,r J / d 5,184 S0. FT. co V i �n No o I v; v, L - BSBkTYq - - 7.5' PSC47 �`� ?' L,592)8' / _19 C o, "' I o I "; N 68 °'= 5,15 �, 73 I >� 72 �„ I o 69 m C =2 4 F- `a �' S 944 SO, fT. m I � 71 0 ?0 I ° s 5,158 S0 FT to N88'47'Oi"W 115.54' g8 to 6�1, 7 ^� i 5,670 SO. FT ^ (A 5166 SO. FT. r" ' - - / ,',1�' 4,102 1 , A=O'06'35' C�5880, 10' f d=2'41 `I 1 I o I 5,182 SO. fT I 5,159 S0 fT I rri cn cn w o / J * _, S0. fT. �. C L=2.33' cJ` ' �8 1p, _ — — cn I o I I I 1 0 90 / cw g 1 p ¢4 , 3 d=0'21 42 C=58.80 UE — _ I a' A 4a L=7.67 C59 �=--- =" - - - -� L - _ - _ `= _ BSBL P� =745' �, S0F 123, 4 3' 14'0 18 I 5,107 S0 fT 5' PWLE ,'4 V o a5 L13 sg L=68.64' d=2'S9'S1" " -_�=745'18" 1 ' - \ 096 I A=2'47'04 10' UE=2'45'1_8 L-58 44 L=59.07' L=58.44'=O'28'17" - - - - / Q �� ti; v 4_r26S2. L=63.59' L=58.44 L=10.00' I` /� L,g415 A=O'25'38 �- - N88'47'01"W 93.40'r 7 SEE NOTE AT 94 0, l �8((�p� JO Uf �`2'2652" - SW 339th ST. L=9.06' I ON SHEEP 3 5,201 SQ FT / ,o 54.1S' d=27'55 30" - d=34'36'36" R=1241.50' L=749.94' - 0 9'I d_ 26' R=1241.5O' L=605.08' - - N LID-�17.69' � 5' PWLE / 95 / 2' 46".',',`, , , EE 5,012 S0. fT o� •4r / /� C=54 11' d=r26' " DEI`AILPSSE-SBELOW o , I �N88'47'01"W -' R�1l 5,134 SO. fT e / - _ * 3 07 '* ' C43 , .. d=0'16'41" !�Ln L - 10 PSDE N 38.00' 44z.03159 00, ` / / 96 w 10, PSDE o / - C=5 .88' 10 ' d=2'23'38'''`'* L=6.15' ci - - Ya 200" l f� l 5,134 50. FT. <v / Uf d=2'23`38":'. ,' " , 2'j J l Ra1359 z " / 97 rn / L � � L=52.96' L=52.96' d=5'35 47 L=123.81' �.' �-p=2'S8'24" BSBL(TYP) L`-N88'47'01'W 82.06' T 10' UE 4c L 4__2• , Op' / i o' 4.1S'4S4 �L_5g�S2. l / R_ l 5,130 SO. fT ,o l j I 10' PSDE - I - -- 10' PSSE - - - 10' UE� 'y�yQ`'� t=65.78' r' o Iv �? ACCESS EASEMENT L, 6' 13 z o / - o rn r - - & 1 102 1 SEE DETAIL BELOW 101 10, -J 4,2'?69.4p' / �, 98 ,�, ,., n ob \ N 52" l 5174 S0. fT rn iJr `n oo I h� o PSSE-SEE 1 C_Sg l / R,1 z w a, 99 1 c,� 101 �� OG \ � 6,500 SO. FT. 92 n 1 4.75' PSDE 0 35 r_ M 100 I aF, y5• � o co rn DETAIL BELOW 93 *4; 6' J d_ 9'Op' l ' `" I 505250 fT '� 0 , /\ O- p r1340" , , L r264s- o "'0 5,028 SO. FT I tO 6,013 SO. FT. 1 l o /• / > o 6,031 50. FT. o I 7935 S0 FT ao L_52 'C_ l l R_ I r'' z ' �; s / '� 10 I N N87'29'34"W I -? $¢' 7*' 'i.. Q= 58.02 J 1359.00, b o� I I I c�'1`� J\ `�` / p� LN88'4TO1"W 62.46' -`"' - I 22.76' BSBL P 2.75' PSDE I D L r¢142 •, , , �- 4 S29'47" ccuc�, " z S82'1342E o I /�,,, 103 \ // 8537 46"W� I E 63.9�� 9.21 '- _.1 d f- I 0.84' z / / S8%28'03"W - 55.01 x I I �,2.4 `� o I I S7P23'57"W a ^ 5 033 50. FT. \ (- - 56.00+' { cn � L_ 104 ' S82'13'42"f 57 J 6.83' SE PLAT NOTE 19 N81'34'49"W-7. o o I 63.67' co .S ^ 21' L ,� 7.5 PSDE r3 I n2 I o 1 rn �- -54. S84'25'04"E 21.2 1 d" N SHEEP 3 No I 31.91' u'o I o I Ipl�I z� 19- 1 *,`50.33', , , 8.11'*+* w I I N I �I I cn I 1 7.5 PSDE ii NtT2351 E\ J� 104 \ js / 1� O • I 112 I ,�; 110 I �; 109 m " a \ °✓ o S82'13'42 E 5032 SO. fT. 5 114 113 �; I 111 N N s,922 sQ Fr I I 108 -.� I I I \ oo, ' GJ = I 5 013 SO. FT. 5,763 S0. fT. I � 3.86' N s > �' 5,014 SO. fT. 1 rn 5,005 SQ. fT. to �' 0 5528 50. FT. v� �" • . s- i G 6,115 SO FT I �"_ I I d U o I I rn I I I N 1� 107 I 106 I 105 F- '� 5,138 SO. fT. I _ I i I 5,131 SQ. fT I 5,737 S2 fT BUILDING SETBACKS ARE AS FOLLOWS: FRONT: 10 FEET GARAGE: 20 FEET SIDES: 5 FEET REAR: 5 FEET CITY FILE NO. 12-102820-00-SU J 91 �� 194 LOT 28.59' 93 92 PSSE TO BENEFIT LOT 92 DETAIL 1*v50' PSSE A=0702'41" L=0.99' N48'36'59"E 1.48' 99 100 DETAIL 1%10' 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 & SEU4 OF MIA, SEC. 19, T2104E, W.M. SHEET 4 OF 7 0 0 N d• 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 VOLUME/PAGE-- �0 T v THIS PORTION IS DEDICATED TO THE PUBLIC SE FOR ROAD PURPOSES UPON THE RECORDING OF THIS PLAT A LICENSE FOR IRRIGATION FACILITIES, REC. NO. Za(2t2D5t�C7jQjjq -APPLIES TO THE PLANTER STRIP WITHIN SW CAMPUS DRIVE, WHICH IS TO BE MAINTAINED BY THE WYNS ON�EASTHOMEOWNERS ASSOCIATION � I 10' SLOPES, DRAINAGE \ AND UTILITIES :'NT REC. NO. 8908110283 �i vti R=849.00' 10' UE g \ N88'49'52"E L=69.87' 4a6Q• 110, I `` �3z' R� �� FOUND MONUMENT S2843'31 "W' 2 , �- 11.3 ' _ A - 10.85 11.32''52"W 53.79' S8419'31"W 56.63'—S89'27'54"W 63.22' N83'S6'44"W 63.22' SEE PLAT NOTE 5 \4' Oo• Mp IN CASE (3/2012) 60, N77.21', ON SHEET 3 TRACT F 1934 R, �Sp S 19'49"- M N I W ,n 23 63 22' - OPEN SR 61r00' �• Q� L=20.64' C14 w ' i N70.46, ,35,509 Sf 3 \ L11 Lr)Q =,, . o l o I No I \ 32, \ N 52 I '6 51 I � 50 I 49 l 6322� ' I o �r ; r*i °° 5,268 SO. fT �'.63 TO �y:.` rn C. t° � z . oo 5,180 SO. FT. I m 5, 080 SQ. fT I m I 5,268 SO, fT r 4$ l Al,4`1, 10' PSDE �h� K, �Q� �, I I I �, 5,268 S0 fT l , 9�t' o .tip 1 ` �! 10' PSDE 1° :* ,c�v / / ` 6322• ^`� TELEPHONE EASEMENT \ 26' I 26' ! N54'15'42"W I o I o- 10' PSDE-"-I - _ �o / 47 / '' 10' PSDE REC. NO. 9212081818 \ i't BSBgTL - ` e=6'35 22 / 5„i75 Sll fT / 'ry S 10' UE p=2'47'36" 1'45 1 e= a='M 22" 10' 1 _ o G=3.0.05 .' d=24.50� .. `.73" ' L=52.73' U£ d;6• 'C4 *.t,`.'.L=47;80.`..L. e=1'14'59".. " 46 / - e=O'16'10 L=S ' 5 l 6,159 SO. FT. / / 6322' Sw338th ST. L=iQ.00 � L=2.16' �.�, / ry h°` , \ \ _ _ �' ysa — !- p=7'36'35" R=1006.50' L=133.68' p=23'23'47" R=432.50' = N 0 / 6 45 / '' ` S9s 2O' SEWER EASEM NT L 176.61' o / p / ;t 6 L REC. NO. 871117078 "-, , A ` C56 ;i:e=T26'S3"`'`, `.`re=11'28.'S9",`.` N s6s\ss. / ~'� / 44 y I d= '&7'40 . .'p= • 7�02".`,'. :4 '03.0 ".. p=2'57 5___ 5 : L=52.84' 11 UE � 10' PSDE t47' , , 5� \ �' V / h°�� / / L= L= L_53.44 - - - - _ _ / 5,618 SQ. FT. _ i0 UE L= - - cn� BSBL(TYP) o _ ' \ o� BSB�T P) �'� /�k / ' +ossr 10' PSDE I °j, w rn o3� �,�c���--19'4V4 " fQ / `1 `S ''`'6s rn o I N ;n i 64 ` \ °' L=41.i .\ / h Aso 59 I `� I rn 63 6647 So fT 8 / •.1� N U, 62 I , , • i e=54'12 3 43 ( i. 60 61 ,,, 5,233 SO. fT I �� ,- s R, �S4 4° y a'� 5,196 So. FT. � 5,04 SO. FT. r" 5,018 S0. fT 5,197 SO. FT. I o I N L10 119 31 \ `� s I l j I ?,` 00 5,410 S0. fT / a w I Z 55A2: o�J 4,244 SfJ fT 4' �o G / / \ °a \ % 7.OQ' _ I I 2 c s 50' S79'S8`�S7T323$ - 7,826650. Fr T " L9 TRACT E 9 \yam •� ��/ 90`� \ F �`� �N85'06'S6"W •J IACCESS S82 20'03w 5 ' t� ,,; <r oo SEE PLAT 60.98 LN188'48'15"W 61.56'I S87'58'O6"W 55.00' S8521 42"W 60.601 13.68•' 40 I i u p=54'12'36' NOTE 8 A� Ir 59.53' t t 15.22'•''�.58.82'' ' N / ;� . I R,8 7.5 pE' `r=-�53_86' 7.70'..`46.34'�' '• 8.66'.`'`45.37'... i ODE �O0• ON SHEET 3p0 1 d I 5'rPWLE 1. p/'o0- / 42 �,.� \ I im I l I � ) 66 �`� / /� i0' PSDE ,66� �'/J�' �� 7,897 SO. fT / Ln I N II rn fi7 �` m 5,047 SO. FT / Ss 72 m 71 I 70 I N 69 I w 68 , 5,153 SO. FT / 1 C) J / t+ 5,670 SQ fT I o I 0 5,158 SO. fT to it / S / 5,182 S¢ FT ri 5,159 SO. FI r*i 5,166 S0 fT -�I \ \ ii�a 41 'sp / I "'- I LA_ _ - LD"_7�8' - o/�; / \ o0 7,697 SO. FT.OD s� \ _ - I �; - BSBLpyfP - `� - - - - 1 f ' t1=2'S9'5i" J-p-2'4T04" 1 , UE-p=2'45'18" J L ©=T45'18° �� U€-745'18o Q`p� L=63.59' L=58 e=V28'17" •�� �+ \ / L=59.07' L=58.44' L=58.' _ �1�/cam % sa 40 r. =010.007"=O'10'd8�00' a- 6139'0 ,`L`''/ / \ oo- 6,269 S0. fT \ \ 0`O s`so SW 339th ST. e=a'25'38' L=3.58' L=144.85 : D/�/ \ ss, \ \ I L=9.ON p=6'4106" R- .1p d--= 34'3s'36" R=1241.50' L=749.94'_ _ - 0 49 24 < �Zl �� � 39 \ Q` p=O'i6'41" ')' can 21p'30 .W � \ 5,369 SO. FT. L=6.15' rri .�'� p _48.11 �p -\ 10' PSDE $S� _ _ ©=5'35'47" L=123.81' -p=2 58'24"- - 1YP ' G SEEPLATii r�C ) \��' \ \ S8 �, \ms� > �Q I + {, iO' PSSE - - - tO' UE . L�$�QS�� L=65.78' BSBL( ) nA� NOTE 4 � r - - - - - - - - 1� I o 1 ON SHEET 3 A730 SO. FT. 101 1�h boo ' ms\ sue,, 6,5a1 so? f7 l * N8766 433''32W \ 37 M 16,013 SO.fT p'1 5 � � oos / /°`�o°� /oo o / k�� 6,397 SO. FT. 103 z i / / Sod \ a 5,o33 so. FT I 5 Q \ oo. Y51-5 o. _ 21.2$ � '1 • Sui '`� Doi - �`'� / \ � F �C� 81 51"E 104 \ \ / J�/ > ��. 36 5,©32 S0 fT \ so. /% 5 / /r `r / \ o°s 6,407 SQ. FT. i �`1' \ �s0 �` • �6. �'�'\ 10' PSDE \ \ Fs 1> 35 I o 5737055O. \ \,soy/00J /O 5Ny( s�eb� ����� O / \ ooss� 4614 SO. FT. FOUND MONUMENT IN CASE (3/2012) s _ -1� �g`L ego° ++ 34 1" �g>� 5,236 So. F. p=41.12 3 \ o� 33 / \ \°oss9 5,232 SQ. fT14 s /'s- \ oo. 5,234 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 OO 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' CCC CAAIITADV C[LI[D CAQdIr\R /r rr WI 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 -EASEMENTS AND RESERVATIONS", SHEET 2) BSBL BUILDING SETBACK LINE SO. FT. SQUARE FEET 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, T2104E, W.M. SHEET 5 OF 7 6 Q a m FOUND 2" BRASS MONUMENT W/PUNCHj (3/2012)i I I f f I I co I > ! a 04 T zl � rn z 00 � U `obi I w � � ml Cn FOUND 2" BRASS MONUMENT W/PUNCH (3/2012) . I I I FOUND 2" BRASS MONUMENT W/PU (3/2012) 21 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. VOLUME PAGE �.La110LIl CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON R,73S J L a,r2652o' .; 102 92 93 4.75' PSD i � {�� 4\\=2�, S806� J/ 4 Z2S900, io �, 99 ro I 100 1 6013 S01 FT ���g0 s�o 6,500 SG? fT 6,031 SQ fT I 7,935 SO FT.L,S2,g4pa .' t=S8646" / / R,135 o 5,028 S0. fT 5,052 SQ fT M I , N8T29'34"W I ? 4 2 '' ' q=r 02 = 1 d_ 9.00' _� I LN88 4T01 "W 62.46' 22.76'�8T28'03"W BSSLiTYP.)S86'3T46"W� 12.75 PSDE I P IDE c=63 9`.: ~ ~ L �L 599 47" ' v o z S82'13'42'E o oo. �� 103 \ \ 0s0, 21=J v4' ' - - 5- 01' ' 1 `zz 2 1 " a S7T23 57"W Z / y �,O \ a 5033 SO. FT. y -' 5--000....~..`,'.~ 04 , S82'13'42"E 57. '� 6.83' I I 'y Q SE PLAT NOTE 19 I N81'34'49"W � N o 63. 21 L " • y \ i 7.5 PSDE I r.2 a 1 I 67 o a o> S84'25'04 E 21.2$ N SHEEP 3 No 31.91' I o 1 o I j I jI " zw '-54.19= 50.33t . $.1�~'`„' w I I `�' ' ' 7.5 PSDE?T23 51 \ �� 104 i 113 1 112 1 �; 111 (o 1f0 I m 109 m 108 J S8213 42 E j \ 0 5,032 SO. FT. yy 114 1 I 5,013 SO. fT. I ^' iv 5,922 SO. fT i 5,763 50. FT I �+ = q' 0' \ 1 , 6,115 ,50. fT 5,Of4 S0 F7 I r*i I m 5,005 SQ fT N I o I -4. 5,528 SO. Ft ^ V ' 3.86' II I Ln 1 i V I v I o Q 107 105 1 N8T28 15"E v� o- t I I I — — c3 — — — —I`� �' S,138 SQ. FT o i06 I \ s / po y°c s.� I L----- --5.00 f '-- 1 I 5,13f SO. fT I o 5,T37S0. Ff. \ y �lF• 01 _BSBL(1YP)J L - - - - 1 " A=529'34" - r !n r. `� .. ~ 10' UE 89'45'41 "W 8T2815 d=5'48'O3".co �\ O L=50.43' C3 10' UE ' - voi `r / �y0y pp % c�j- 56.00' SQ.04' 39.84' L=53.25' =2' 17'06U-i- 35.67 �„ C40 L=57.85' A=2'1 '05" 41 < L=57.84' � v 5 A=12'24'02" R=500.00' A=4112 N8T28'15"E 297.59' L=108.22' �t 138.50' 401_39 a 92' ., 137.1T iv N A=O'41'38" i d-5• " R=1476.50' 2' CITY OF FEDERAL WAY c °' L=146.31' RI O p0 101$ N " L=17.88, 4=4-59'O 1 " \ LIGHTING EASEMENT z - - L-128.43' _ 15 14 / \ SEE PLATT NOTE 20 ON SHEET 3 N 78.59'- - N A=8'1504 L=68.26'_ _ r o A=41'1231 ��p9 32 \ 's- I N 6.91' ! .� , C34 0 BSBL(TYP) � a o� D yyo,1 \ p. 5,234 SO. FT. \ \ � i 18 N 19 j G`1 �-- a-2=�4.�1 , I SEE PLAT NOTE 19 I 1 C. a, m/ C16' C15 ON SHEET 3 I "' 5,653 50. FT. � !n 5,602 SQ FT. m 26 .a - f 26' 10' o PSDE _ 31 i (\ \ o o� M- 1 I + o `tea - - - - - `. Z- - N88'47'01"w 95.81' ��, 5T68 s8Q FT � I� \�\ \ os�F 5,400 S0 f7 \\ \\/ /yy' U 6,783 SO.. 17 C)= M M a \ �N88'47'0I "W 100.12'- r- - - - - - - j 2 Q 35' �'-S88'46'51 "E 99.78' -I 'Uj - / 1 I I b o �� a6 N83'S5'06"W 75.5 ' z \ oos \ \ yo0 'a 17 0 20 N r J �- v' 3 6287 SO. FT. _ 28' 28' of w _ , — — — — — -\ cyo a ,n H II p0 co�— \ 5,000 SQ. FT : ,"r n 5,325 50. fT -' OWL \ s _ SEE PLAT NOTE 19 ,b N rn d �� A=T25'33" . a \� ON SHEET 3 4 I - - - - - - - d �� �\ 10' PSDE ;•, o a l •- o v ,, �. L=6.87 �'B \ ">, 29 \ O "' 2 0 ,� I TN88'47'01"W 100.00' --BSBLtTYPZ -I 5' W �-\ \ 00• 6452 SQ. fT. \ \ iyy� �0 5,000 SO. FT. �� I A=3'24'02- e -� \ J \ ' \ \/ 10' PSSE N8F47'O1 "W 80.95' �� L=3.15' - S88'46'S1 "E 99.79' -L 2.48' = 0 16 0 l� r'cR \ s ----- 10th CT. SW a�� \ �, 27 SEE PLAT NOTE 19 -� 5,� SQ. \ .ti \ � � � ° �' `J Y �i'� �i� � \ °o• 6,513 SQ. fT. a; o ON SHEET 3 L- - - - - - - .' 0 21 Q� A L--81.7 525 v 0 3 m , W 6,341 50. fT y ¢2•i N88'47 Ot "W 100.00'- • �n 5,000 SO. fT ml -, T , �; c`ti 39p a o g N-S88'46'51"E 99.80'-i �' o oLO 5' PWLE SEE PLAT NOTE 7 �,503� i moo,-\ oo. 26 \ \ ypp0 N - - - - - - r I 15 c, o ON SHEET 3 / 10' PSDE ' \ sF 5,007 S%t fT \ \i _ �n z '� -T M I 5,000.50. FT. 11 TRACT C �ti A \ ►o jig SEE PLAT NOTE 19 i. I y1 ACCESS v Jam/ 0 \ c M o ON SHEEP 3 0 1- - - - - �)J I ��'� �p�5 3,728 S0 fT ,O / op, 25 p0 z 0 4 �I ' 0 5' WLE , yJ' A=1'26 22' n N88'47'01'W 100.00'- - y`L �� s• \ 5,001 SO. FT. \ Q` 0 5,000 SQ. fT of r T 1 0 L=6.76' F Cn I I 7.5' PSDE�� yyb° `� 01 y1 G`1 \-Al -06' \ i -S88'46'51 "E 99.81' -� r' SEE DETAIL - - - - - i 14 BELOW 5.00' \ ; F tiy� 09'/ 24 j 5,000 SQ. fT I �y\ �c / s� \ F 5,040 SQ. FT. J =SEE PLAT NOTE 19 z ON SHEET 3 'o L_ -'- -- C ypp\< 66 ^ L-N8847'01"W 100.00, - 23� pT1 \ \ y000 N 5,001 S0. fT N 1 ,,, '. I \ sue, 5,000 SO. FT. —S88'46'51 "E 99.82' -L I ; o I 13 o I �m� Fs 'p9 -------T 5,000SQ.fT _ SEE PLAT NOTE 19 N Q - - - ^ '. M a ON SHEET 3 I o o i --- w 22 iV 5,000 SQ. FT. 1 Z T iN88'47'01"W 100.001- - 11,366 SQ. fT / /� ,6�h1 / lsjO ,— I / ti -S88'46'S1 "E 99.83' 1 0 12 0 0 / h1 �9 �/ -------T I ,O IN 5,000S0. fT i Cn � SEE PLAT NOTE 19 I m a� 1-------J ;2 o ON SHEET 3 1 0 1 �y1 7 LO TN88'47'01"W 100.00'- 0 5,001 SO. fT. I / - S8F46'51 "E 99.84' - L 6.54' I `r 7,T871SQ fT SEE PLAT NOTE 19 I / Q n o ON SHEET 3 'o to tn 8��) Uj o LO 5,000 SQ. FT. -S88'46'51"E 99.85'- I ------ T Jr - SEE PLAT NOTE 19 ,,, :~ 28 / /�1�o�C� M co SHEET 3 ° 1 i ZZ o F ti0 I °4� I 35' 5,001 S T. Fof -S88'46'51 "E 99,86' -I _ �' M-------I n r JCH o hi o SEE PLAT NOTE 19 I N yRp 12.15' 0 o ON SHEET 3 0 _o Z 10 I n m N 7,701 SQ. FT. o AS W o w2N SP� \ z z N CD x C> �bt,S�O In 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, SHEEP 3) GARAGE: 20 FEET `.' [HATCHED AREA] SIDES: 5 FEET PSSE PRIVATE SANITARY SEWER EASEMENT (SEE NOTE 15, SHEET 3) REAR: 5 FEET PW(E 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. FT. SQUARE FEET Q`O ZZ � 1s 21 3.67' 14 7.5' PEE 22 DETAIL 1%30' 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 & SE114 OF NW1/4, SEC. 19, T2104E, W.M. SHEET S OF 7 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 LENGTH DIRECTION L1 11.92' NO2'31'45"W L2 15.91' NO2'31'45"W L3 3.78' S09' 10'39 W L4 5.31' SOT 10'39"W L5 5.19' S88 47'01 "E L6 21.10' NO2'54'13"W L7 18.30' N66'10'47'W L8 20.77' N77'33'12W L9 3.61' N80'05'34"E L10 3.61' N8905'34'E L11 4.29' N89'16'55"W L12 11.42' N31'12'05"W L13 11.42' N31'12'05V L14 16.44' S5S32'55"E L15 5.00' S88'47'01 "E L16 16.08' S3857'17"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 11.1 C S574440"W Curve Table CURVE # LENGTH RADIUS DELTA C1 37.81' 25.00' 08539'17" C2 37.81' 25.00' 086'39'17" C3 28.66 25.00 065'41'21" C4 11.95' 25.00' 02'723'03" C5 4.53' 458.50' 000 33'57" C6 15.66' 126.00' 007*07'12" C7 17.10' 119.00' 00913'57" 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' 07741'04" C12 19.51' 126.00' 00952'21" C13 15.36' 126.00' 006'59'03" C14 0.53' 176.00' 000'10'22- C15 21.80' 176.00' 007'05'51" C16 6.30' 1502.50' 000'14'25" C17 38.44' 25.00' 088'05'12" C18 29.D0' 25.00' 066'27'38" C19 15.21' 53.00' 016'26'50" C20 83.68' 269.00' 1 01749'23" Curve Table CURVE # LENGTH RADIUS DELTA C21 5.76' 269.00' 001'13'33" C22 51.04' 269.00' OW52'17" C23 26.88' 269.00' 005'43'33" C24 68.57' 231.00' 01700'25" C25 2.80' 164.74' 000'58'30" 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' 09(T00'00" C30 12.70' 328.00' 002' 13'09" C31 8.74' 328.00' 001'31'35" C32 9.66' 128.00' 00419'21" C33 17.78' 272.00' 003'44'44" C34 39.27' 25.00' 090'00'00" 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' 1450.50' 000'46'41' LOT ADDRESSES Curve Table CURVE # LENGTH RADIUS DELTA C41 6.18' 1450.50' 000'14'38* C42 49.31' 25.00' 113'00'08" C43 20.31' 1267.50' 0W55'05" C44 20.24' 126.00' 009'12'20" C45 22.02' 119.00' 1 010 36'09" 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' 01540'39" C54 40.60' 25.00' 09,T02'45" C55 20.01' 1032.50' 001'06'38" C56 10.63' 1032.50' 000 35'23" C57 1 31.68' 406.50' 1 004'27'55" C58 2.41' 74.00' 001'51'57" C59 20.01' 1215.50' 00956'35" C60 3.36' 1215.50' 000'09'31" C61 38.15' 1 126.00' 1 01720'45" C62 12.26' 1 889.00' 00(747'24" 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 VOLUME/PAGE 2 J 0 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, T2104E, W.M. SHEET 7 OF 7 CITY FILE NO. 12-102820-00-SU