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HomeMy WebLinkAboutFP 20150429000564LUA14- 001565 WOODBRIDGE LANE LND10 0521 A PORTION OF THE NE. 1/4 OF THE SE. 1/4 SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., SS COUNTY OF ) CITY. OF RENTON, KING COUNTY, WASHINGTON LEGAL. DESCRIPTION CITY OF RENTON APPROVALS .THE EAST 383 FEET OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER CITY OF RENTON PUBLIC WORKS DEPARTMENT OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; Z.111 PPA I . EXAMINED, AND APPROVED THIS DAY OF L-, 2015. EXCEPT THE SOUTH 300 FEET .THEREOF; AND ..LIMITED LIABILITY COMPANY TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PER THE ENGINEERING PLANS APPROVED FOR THE PLAT BY THE CITY OF RENTON, TOGETHER WITH THE EXCEPT THE EAST 30 FEET THEREOF FOR 116TH AVENUE SOUTHEAST, CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NUMBER 2698240, ADMINISTRATO DEDICATION PURPOSE OF OBSERVING THAT THE OWNER(S) ARE PROPERLY OPERATING AND MAINTAINING THE KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND CITY OF RENTON MAYOR HEREBY SUBDIVIDED, HEREBY DECLARE THIS PLAT TO THE GRAPHIC REPRESENTATION OF THE SUBDIVISION DATED i� MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND EXAMINED, AND PROVED THIS aZ3 DAY OF 2015. AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES �P,.•`5s►0 N FAA •=:, NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, IN THE ORIGINAL OF REASONABLE GRADING OF SAID STREETS AND ' AVENUES AND FURTHER DEDICATE TO THE USE OF THE RENTON OR ITS SUCCESSOR AGENCY, PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION PUBLIC ALL EASEMENTS AND TRACTS SHOWN ON THIS PLAT FOR ALL PUBLIC PURPOSES AS INDICATED ;� OTARY llu\ � -M N THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACE, PEDESTRIAN ACCESS, UTILITIES AND MAYOR DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS PLAT AS BEING DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES PONDS, ETC.) OR PERFORMING ANY DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO •:� pUeLIC- ' HEREBY DEDICATE AND CONVEY SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY TITLE IDENTIFIED AND FOR THE PURPOSE STATED. ATTEST: ` ,t�� \t \111!'Il1►!1lla/ll/�� FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, WAIVE FOR THEMSELVES, THEIR CITY LERK HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND .-9 .CH :.•• .` '�.Z�0/� ���/�•c ���.`'` ALL CLAIMS FOR DAMAGES AGAINST THE CITY OF RENTON, ITS SUCCESSORS AND ASSIGNS WHICH MAY .�L BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAINTENANCE OF ROADS AND /OR DRAINAGE SYSTEMS WITHIN THIS SUBDIVISION. �- FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, AGREE FOR THEMSELVES, THEIR STATE OF WASHINGTON ) ASSIGNS HOLD THE CITY OF RENTON, VTONA _ %��i INCLUDING NGD ANY COSTSO ANY FROM ANY DAMAGES PERSONSTPROPERTYAWITHINSOR WITHOUT THIS SUBDIVISION RESULTING FROM ALTERATION OF THE GROUND SURFACE, VEGETATION,/// l /;/�����lllll�i�l�`�,t \ \ \ \ \ \��� DRAINAGE, OR SURFACE OR SUB- SURFACE . WATER FLOW OR ANY FASHION CAUSED BY THE APPROVAL OR CONSTRUCTION OF THIS SUBDIVISION. PRIVATE EASEMENT PROVISIONS FURTHER, THE HEREIN BELOW SIGNED OWNERS IN FEE SIMPLE OF THE LAND HEREBY SUBDIVIDED, HEREBY THIS INSTRUMENT ON OATH STATE HE, VAS AUTHORIZED CERTIFY THAT WE HAVE ESTABLISHED THE WOODBRIDGE LANE HOMEOWNERS ASSOCIATION (HOA) IN THE OWNERS OF THE LAND HEREBY SUBDIVIDED DO HEREBY GRANT AND CONVEY TO THE OWNER(S) OF ACCORDANCE WITH WASHINGTON STATE LAW WHICH IDENTIFIES EACH LOT OF THIS PLAT AS A MEMBER THE BENEFITED LOTS AS STATED IN THE EASEMENT NOTES OR ANY OTHER PRIVATE EASEMENT SHOWN OF SAID WOODBRIDGE LANE HOMEOWNERS ASSOCIATION. SAID ASSOCIATION IS SUBJECT TO THE AND THEIR SUCCESSORS AND ASSIGNS A PERPETUAL EASEMENT FOR THE STATED UTILITIES AND /OR USE DECLARATION OF COVENANTS AND RESTRICTIONS FOR THE LAT OF WOODBRIDGE LANE, AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER � !�� CaO �- SHOWN.. THESE EASEMENTS AND CONDITIONS SHALL BE A COVENANT RUNNING WITH THE LAND AND --- -�� _ SHALL BE BINDING ON THE SUCCESSORS, HEIRS AND ASSIGNS OF THE OWNER(S) OF THE LAND HEREBY IN THE EVENT THAT THE HOA IS DISSOLVED OR OTHERWISE FAILS TO MEET ITS PROPERTY TAX BURDENED. THE OWNER(S) OF THE LOTS BENEFITED AND THEIR SUCCESSORS AND ASSIGNS SHALL HAVE OBLIGATIONS AS EVIDENCED BY NON- PAYMENT OF PROPERTY TAXES FOR A PERIOD OF EIGHTEEN (18) THE RIGHT WITHOUT PRIOR INSTITUTION OF ANY SUIT OR PROCEEDINGS OF LAW AT SUCH TIMES AS MAY MONTHS, THEN EACH LOT IN THIS PLAT SHALL ASSUME AND HAVE AN EQUAL AND UNDIVIDED INTEREST BE NECESSARY TO ENTER UPON SAID EASEMENT FOR THE PURPOSE OF CONSTRUCTING, MAINTAINING, IN THE TRACTS PREVIOUSLY OWNED BY THE HOA AND HAVE THE ATTENDANT FINANCIAL AND REPAIRING, ALTERING, OR RECONSTRUCTING SAID UTILITIES AND/OR USER FACILITIES OR MAKING ANY MAINTENANCE RESPONSIBILITIES. CONNECTIONS THERETO WITHOUT INCURRING ANY LEGAL OBLIGATION OR LIABILITY THEREFORE; PROVIDED �.� : THAT SUCH SHALL BE ACCOMPLISHED IN A MANNER THAT IF EXISTING PRIVATE IMPROVEMENTS ARE THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH DISTURBED OR DESTROYED THEY WILL BE REPAIRED OR REPLACED TO A CONDITION SIMILAR AS THEY THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. WERE IMMEDIATELY BEFORE THE PROPERTY WAS ENTERED UPON BY THE ONE BENEFITED. THE OWNER(S) �'9 9�CH 20 4.09 , OF THE BURDENED LOT SHALL RETAIN THE RIGHT TO USE THE SURFACE OF SAID EASEMENT IF SUCH IN WITNESS WHEREOF, WE SET OUR HANDS AND SEALS: USE DOES NOT INTERFERE WITH THE INSTALLATION OR USE OF SAID UTILITIES. HOWEVER, THE OWNER(S) OF THE BURDENED LOT SHALL NOT ERECT OR MAINTAIN ANY BUILDINGS OR STRUCTURES WITHIN THE GEONERCO PROPERTIES WA, LLC, BANNER BANK EASEMENT. ALSO THE OWNER(S) OF THE BURDENED LOT SHALL NOT PLANT TREES, SHRUBS OR jWA:SHjlNGTON LIMITED LIABILITY COMPANY VEGETATION HAVING DEEP ROOT PATTERNS WHICH MAY CAUSE DAMAGE TO OR INTERFERE WITH SAID UTILITIES AND /OR USES FACILITIES. ALSO THE OWNER(S) OF THE BURDENED LOT SHALL NOT DEVELOP OR BEAUTIFY THE EASEMENT AREAS IN SUCH A WAY AS TO CAUSE EXCESSIVE COST TO THE OWNER(S) OF THE LOT BENEFITED PURSUANT TO ITS RESTORATION DUTIES HEREIN. BY: DptV f� -x W kid. BY: , ✓, ACE (k.," W- ITS. 1✓ / G#r ACKNOWLEDGMENTS ASSESSMENTS CERTIFIED TO THE CITY TREASURER FOR COLLECTION ON ANY PROPERTY HEREIN STATE OF WASHINGTON ) SS COUNTY OF ) PRIVATE DRAINAGE ACCESS EASEMENT I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT__�� SIGNED THE OWNER(S) OF PRIVATE PROPERTY WITHIN THIS PLAT ENCUMBERED WITH DRAINAGE EASEMENTS THIS INSTRUMENT ON OATH STATE HE WA AUTHORIZED TO EXECUTE THE INSTRUMENT AND SHOWN AS "PRIVATE" HEREBY GRANT AND CONVEY TO THE CITY OF RENTON, A MUNICIPAL ACKNOWLEDGED 'IT AS THE �+� vs�Aev — OF GEONERCO PROPERTIES WA, LLC, A WASHINGTON CORPORATION,' THE RIGHT BUT NOT THE OBLIGATION TO CONVEY OR STORE STORM AND SURFACE WATER ..LIMITED LIABILITY COMPANY TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PER THE ENGINEERING PLANS APPROVED FOR THE PLAT BY THE CITY OF RENTON, TOGETHER WITH THE PURPOSES MENTIONED IN THIS INSTRUMENT. RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS) TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF OBSERVING THAT THE OWNER(S) ARE PROPERLY OPERATING AND MAINTAINING THE ������'' " " " "' "� +►� DRAINAGE FACILITIES CONTAINED THEREIN. THE OWNER(S) OF SAID PRIVATE PROPERTY ARE RESPONSIBLE DATED i� �`� �E �� r FOR OPERATING MAINTAINING AND REPAIRING THE DRAINAGE FACILITIES CONTAINED WITHIN SAID �P,.•`5s►0 N FAA •=:, DRAINAGE EASEMENT AND ARE HEREBY REQUIRED TO OBTAIN ANY REQUIRED PERMITS FROM THE CITY OF OF �• ; � / ; RENTON OR ITS SUCCESSOR AGENCY, PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION SIGNATURE ;� OTARY llu\ � -M N (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED NOTARY PUBLI ► a-' _ —_ WOW DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES PONDS, ETC.) OR PERFORMING ANY a •:� pUeLIC- ' ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES CONTAINED WITHIN SAID ' DRAINAGE EASEMENT. THIS COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNER(S) OF SAID TITLE ,��;• �: r;�l►• :9 0••• 02.` 20 PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. MY APPOINTMENT EXPIRES w�c -�`` . �IPJ .-9 .CH :.•• .` '�.Z�0/� ���/�•c ���.`'` THE CITY OF RENTON SHALL HAVE THE RIGHT TO ENTER THE PRIVATE DRAINAGE EASEMENTS SHOW .�L HEREON TO REPAIR ANY DEFICIENCIES OF THE DRAINAGE FACILITY IN THE EVENT THE OWNER(S) IS /ARE STATE OF WASHINGTON ) NEGLIGENT IN THE MAINTENANCE OF THE DRAINAGE FACILITIES.- THESE REPAIRS SHALL BE AT THE SS OWNER(S)'S COST. COUNTY OF ) ('u Le- 60,I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT _bQ 1 SIGNED THIS INSTRUMENT ON OATH STATE HE, VAS AUTHORIZED TO EXECUTE THE INSTRU ENT AND ACKNOWLEDGED IT AS THE 5 ewe- \1154- 9t — OF BANNER BANK TO BE THE FREE AND -VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENT04p IN THIS INSTRUMENT. �`' � T Hid ''�•.,� � DATED , ��.. •,,......,,SSA �• � 0 NOTAR �,. � N Y . SIGNATURE OF �.� : Imo- NOTARY PUBL PUBLIC �ct).'�, r TITLE �'9 9�CH 20 4.09 , WAS A MY APPOINTMENT EXPIRES I" A "ck W20 CITY OF RENTON FINANCE DIRECTOR'S CERTIFICATE I HEREBY CERTIFY THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THE CITY TREASURER FOR COLLECTION ON ANY PROPERTY HEREIN CONTAINED DEDICATED FOR STREETS, ALLEYS, OR OTHER PUBLIC USES, ARE PAID IN FULL. THIS 7e DAY OF AD-ldlio-, —, 2015: f ' "O� 6R' lit ° FINANCE DIRECT ,��d c 0 1p•. ., i ° s". KING COUNTY FINANCE DIVISION CERTIFICATE���® 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 ey- • , THIS DAY OF--AmM:3 2015. t iv1 `N,t ��r1 MANAGER, FINANCE DIVISION A DEPUTY 00.7 KING COUNTY DEPARTMENT OF ASSESSMENT EXAMINED, AND APPROVED THIS C{_�" DAY OF _ KING COUNTY DEPARTMENT OF ASSESSMENTS vw KING COUNTY ASSESSOR PARCEL NO. 3223059033 RECORDING CERTIFICATE Fii rn rnn DCnnAn AT Tur Arnl =CT n97 _ THIS _ _ DAY OF CONFORMED COPY AE M OF PLATS, PAGE(S) 20150429000554 CITY OF RENTON PLAT 138 00 PAGE -001 OF 004 04/29/2015 13:14 ATT/�GER SUPERINTENDENT OF RECORDS SURVEYORS CERTIFICATE I HEREBY CERTIFY THAT THIS PLAT OF WOODBRIDGE LANE IS BASED UPON AN ACTUAL SURVEY AND- SUBDIVISION OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., THAT THE COURSES AND DISTANCES ARE SHOWN CORRECTLY AND THAT THE LOT CORNERS STAKED CORRECTLY ON THE GROUND_ FOLLOWING E COMPLETION OF CONSTRUCTION OF THE SITE IMPROVEMENTS AND THAT I HAVE FULLY kPHCHI THE PRO IONS OF THE PLATTING REGULATIONS. EI, PROFESSIONAL LAND SURVEYOR CERTIFICATE NO. 37555 J. D. R. STRONG CONSULTING ENGINEERS C' 10604 NE 38th PLACE, SUITE. 232 oF WAs KIRKLAND WASHINGTON 98033 w PHONE: (425) 827 -3063 CIO) (� x D , O ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE K/RKLAND, WA 98033 O 425.827.3063 F 425.827.2423 www.drstrong.com D.R. STRONG CONSULTING ENGINEERS ,loB N0. 12016 mN Lo rCOi a rn co N �o Z G ..3 n WOM_ u s N O Om�V - ic" -C� _wN0 LU A14- 001565 LND10 0521 EASEMENT NOTES THE EASEMENTS DEPICTED ON THE MAP SHEET OF THIS FINAL PLAT ARE FOR THE LIMITED PURPOSES LISTED BELOW AND ARE HEREBY CONVEYED FOLLOWING THE RECORDING OF THIS FINAL PLAT AS SPECIFIED ACCORDING TO THE RESERVATIONS LISTED BELOW. THE CITY OF RENTON SHALL HAVE THE RIGHT TO ENTER THE PRIVATE DRAINAGE EASEMENTS SHOWN HEREON TO REPAIR ANY DEFICIENCIES OF THE DRAINAGE FACILITIES IN THE EVENT THE OWNER(S) IS /ARE NEGLIGENT IN THE MAINTENANCE OF THE DRAINAGE FACILITIES. THESE REPAIRS SHALL BE AT THE OWNERS COST. 1. AN EASEMENT IS HEREBY RESERVED, GRANTED AND CONVEYED TO THE CITY OF RENTON, PUGET SOUND ENERGY COMPANY, QWEST, COMCAST, SOOS CREEK WATER AND SEWER DISTRICT, AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON TRACT A, TRACT B, TRACT C, TRACT D AND THE EXTERIOR 10 FEET OF ALL LOTS AND TRACTS, PARALLEL WITH AND ADJOINING THE EXISTING OR PROPOSED PUBLIC RIGHT -OF -WAY, IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND DISTRIBUTION SYSTEMS WITH NECESSARY FACILITIES, SIDEWALKS AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH UTILITY SERVICES AND SIDEWALKS, TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSE HEREIN STATED. NO LINES OR WIRES FOR THE TRANSMISSION OF ELECTRIC CURRENT, OR -FOR TELEPHONE USE, CABLE TELEVISION, FIRE OR POLICE SIGNAL OR FOR OTHER PURPOSES, SHALL BE PLACED OR BE PERMITTED TO BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT ATTACHED TO A BUILDING. 2. THE 10 FOOT PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOT 1 IS FOR THE BENEFIT OF LOT ' 2 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 1 AND 2 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. 3. THE 10 FOOT PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOTS 4, 5 AND 6 IS FOR THE BENEFIT OF LOTS 5, 6 AND 7 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 4, 5, 6 AND 7 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. 4. THE PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOTS 8 AND 9 IS FOR THE BENEFIT OF LOTS 9 AND 10 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 8, 9 AND 10 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. 5. THE 10 FOOT PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOTS 12 AND 13 IS FOR THE BENEFIT OF LOTS 11 AND 12 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 11, 12 AND 13 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. 6. THE PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOTS 15,16 AND 17 IS FOR THE BENEFIT OF LOTS 14, 15 AND 16 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 14, 15, 16 AND 17 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. 7. THE 10 FOOT PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOT 19 IS FOR THE BENEFIT OF LOT 18 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 18 AND 19 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. 8. THE 10 FOOT PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOT 21 IS .FOR THE BENEFIT OF LOT 20 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 20 AND 21 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. 'RESTRICTIONS FOR CRITICAL AREA TRACTS AND CRITICAL AREAS AREAS AND BUFFERS DEDICATION OF A CRITICAL AREA TRACT /CRITICAL AREA AND BUFFER CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE TRACT /CRITICAL AREA AND BUFFER. THIS INTEREST INCLUDES THE PRESERVATION OF NATIVE VEGETATION FOR ALL PURPOSES THAT BENEFIT THE PUBLIC HEALTH, SAFETY AND WELFARE, INCLUDING CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE . OF SLOPE, STABILITY, AND PROTECTION OF PLANT AND ANIMAL HABITAT. THE CRITICAL AREA TRACT /CRITICAL AREA AND BUFFER IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE LAND SUBJECT TO ' THE TRACT /CRITICAL AREA AND BUFFER THE OBLIGATION, ENFORCEABLE ON BEHALF OF THE PUBLIC BY THE CITY OF RENTON, TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE TRACT /CRITICAL AREA AND BUFFER. THE VEGETATION WITHIN THE TRACT /CRITICAL AREA AND BUFFER MAY NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED WITHOUT APPROVAL IN WRITING FROM THE CITY OF RENTON COMMUNITY AND ECONOMIC DEVELOPMENT DEPARTMENT OR ITS SUCCESSOR AGENCY, UNLESS OTHERWISE PROVIDED BY LAW. THE COMMON BOUNDARY BETWEEN THE TRACT /CRITICAL AREA AND BUFFER AND AREA OF DEVELOPMENT ACTIVITY MUST BE MARKED OR OTHERWISE FLAGGED TO THE SATISFACTION OF THE CITY OF RENTON COMMUNITY AND ECONOMIC DEVELOPMENT DEPARTMENT PRIOR TO ANY CLEARING, GRADING, BUILDING CONSTRUCTION OR OTHER DEVELOPMENT ACTIVITY ON A LOT SUBJECT TO THE CRITICAL AREA TRACT /CRITICAL BUFFER. THE REQUIRED MARKING OR FLAGGING SHALL REMAIN IN PLACE UNTIL ALL DEVELOPMENT PROPOSAL ACTIVITIES IN THE VICINITY. OF THE SENSITIVE AREA ARE COMPLETED. NO BUILDING FOUNDATIONS ARE ALLOWED BEYOND THE REQUIRED 15 -FOOT BUILDING SETBACK LINE, UNLESS OTHERWISE PROVIDED BY LAW. WOODBRIDGE LANE A PORTION OF THE NE. 1/4 OF THE SE. 1/4 SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.; CITY OF RENTON, KING COUNTY, WASHINGTON TRACT NOTE A TRACT IS LAND RESERVED FOR SPECIFIED USES, INCLUDING, BUT NOT LIMITED TO RESERVE TRACTS, RECREATION, OPEN SPACE, CRITICAL AREAS, SURFACE WATER RETENTION, UTILITY FACILITIES AND ACCESS. TRACTS ARE NOT CONSIDERED BUILDING SITES FOR THE PURPOSES OF RESIDENTIAL DWELLING. NOTES AND RESTRICTIONS 1. TRACT A IS A PRIVATE ACCESS TRACT FOR INGRESS, EGRESS AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 8, 9 AND 10 AND IS HEREBY CONVEYED UPON THE RECORDING OF THIS PLAT TO THE OWNERS OF SAID LOTS 8, 9 AND 10. OWNERSHIP OF SAID LOTS INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT A AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID TRACT. 2. TRACT B IS A PRIVATE ACCESS TRACT FOR INGRESS, EGRESS AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 9 AND 10 AND IS HEREBY CONVEYED UPON THE RECORDING OF THIS PLAT TO THE OWNERS OF SAID LOTS 9 AND 10. OWNERSHIP OF SAID LOTS INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT B AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID TRACT. 3. TRACT C IS A PRIVATE ACCESS TRACT FOR INGRESS, EGRESS AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 14 AND 15 AND IS HEREBY CONVEYED UPON THE RECORDING OF THIS PLAT TO THE OWNERS OF SAID LOTS 14 AND 15. OWNERSHIP OF SAID LOTS INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT C AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID TRACT. 4. TRACT D IS A PRIVATE ACCESS TRACT FOR INGRESS, EGRESS AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 14, 15 AND 16 AND IS HEREBY CONVEYED UPON THE RECORDING OF THIS PLAT TO THE OWNERS OF SAID LOTS 14, 15 AND 16. OWNERSHIP OF SAID LOTS INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT D AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID TRACT. 5. TRACT E IS A PRIVATE STORM DRAINAGE AND RECREATION TRACT AND IS HEREBY GRANTED AND CONVEYED TO THE WOODBRIDGE LANE HOMEOWNERS ASSOCIATION UPON THE RECORDING OF THIS PLAT. EXCEPT AS OTHERWISE NOTED HEREIN, SAID HOMEOWNERS ASSOCIATION IS HEREBY RESPONSIBLE FOR ALL MAINTENANCE AND MANAGEMENT OBLIGATIONS ASSOCIATED WITH SAID TRACT AND ANY RECREATION FACILITIES WITHIN SAID TRACT. SHOULD THE WOODBRIDGE LANE HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN SAID TRACT AND FACILITIES, THE OWNERS OF LOTS 1 THROUGH 21 OF THIS PLAT SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT AND FACILITIES. IN THE EVENT THAT THE HOA IS DISSOLVED OR OTHERWISE FAILS TO MEET ITS PROPERTY TAX OBLIGATIONS, AS EVIDENCED BY NON PAYMENT OF PROPERLY TAXES FOR A PERIOD OF EIGHTEEN (18) MONTHS, THEN EACH LOT IN THIS PLAT SHALL ASSUME AND HAVE AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT E PREVIOUSLY OWNED BY THE HOA "AND HAVE THE ATTENDANT FINANCIAL AND MAINTENANCE RESPONSIBILITIES. A DRAINAGE EASEMENT OVER SAID TRACT IS HEREBY GRANTED AND CONVEYED TO THE CITY OF RENTON FOR PUBLIC STORM DRAINAGE FACILITIES, ACCORDING TO THE CITY OF RENTON DRAINAGE EASEMENT COVENANT HEREON. THE CITY OF RENTON IS HEREBY RESPONSIBLE FOR ALL MAINTENANCE RESPONSIBILITIES ASSOCIATED WITH SAID PUBLIC STORM DRAINAGE FACILITIES WITHIN SAID TRACT. 6. TRACT F IS A CRITICAL AREA TRACT AND IS HEREBY CONVEYED UPON THE RECORDING OF THIS PLAT TO THE WOODBRIDGE LANE HOMEOWNERS ASSOCIATION, SAID HOMEOWNERS ASSOCIATION IS HEREBY RESPONSIBLE FOR ALL MAINTENANCE ASSOCIATED WITH SAID TRACT. SEE RESTRICTIONS FOR CRITICAL AREA TRACTS AND CRITICAL AREAS AND BUFFERS BELOW. SHOULD SAID HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN SAID TRACT F. THEN THE OWNERS OF ALL LOTS 1 THROUGH 21, WITHIN THIS PLAT SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT. IN THE EVENT THAT THE HOA IS DISSOLVED OR OTHERWISE FAILS TO MEET ITS PROPERTY TAX OBLIGATIONS, AS EVIDENCED BY NON PAYMENT OF PROPERLY TAXES FOR A PERIOD OF EIGHTEEN (18) MONTHS, THEN EACH LOT IN THIS PLAT SHALL ASSUME AND HAVE AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT F PREVIOUSLY OWNED BY THE HOA AND HAVE THE ATTENDANT FINANCIAL AND MAINTENANCE RESPONSIBILITIES. 7. PLANTER ISLANDS (IF ANY) WITHIN THE CUL -DE -SACS SHALL BE MAINTAINED BY THE WOODBRIDGE LANE HOMEOWNERS ASSOCIATION. 8. STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE OWNED AND MAINTAINED BY THE WOODBRIDGE LANE HOMEOWNERS' ASSOCIATION. THOSE TREES ON INDIVIDUAL LOTS, REQUIRED TO BE INSTALLED ACCORDING TO THE APPROVED LANDSCAPING PLANS SHALL BE MAINTAINED BY OWNER OF THE LOT ON WHICH THE TREE IS LOCATED. PUBLIC DRAINAGE EASEMENT RESTRICTIONS PROPERTY OWNER(S) SUBJECT TO A PUBLIC DRAINAGE EASEMENT SHALL NOT HAVE THE RIGHT TO THE FOLLOWING ACTIONS OR ACTIVITIES BEYOND THE BUILDING SETBACK LINE OR WITHIN THE LIMITS OF THE PUBLIC DRAINAGE EASEMENTS IDENTIFIED HEREON: a) ERECT OR MAINTAIN BUILDINGS, STRUCTURES, OBSTRUCTIONS OR PLACE FILL (INCLUDING BUT NOT LIMITED TO FENCES, DECKS, PATIOS, OUTBUILDINGS, RETAINING WALLS AND OVERHANGS). b) PLANT TREES, SHRUBS OR VEGETATION HAVING DEEP ROOT PATTERNS WHICH MAY CAUSE DAMAGE TO OR INTERFERE WITH THE DRAINAGE FACILITIES TO BE PLACED WITHIN THE EASEMENT. C) DEVELOP, LANDSCAPE, OR BEAUTIFY THE EASEMENT AREA IN ' ANY WAY WHICH WOULD UNREASONABLY INCREASE THE COSTS TO THE CITY OF RENTON FOR RESTORING THE EASEMENT AREA AND ANY PRIVATE IMPROVEMENTS THEREIN. d) DIG, TUNNEL OR PERFORM OTHER FORMS OF CONSTRUCTION ACTIVITIES ON THE PROPERTY WHICH WOULD DISTURB THE COMPACTION OR UNEARTH DRAINAGE FACILITIES ON THE RIGHT -OF -WAY, OR ENDANGER THE LATERAL SUPPORT FACILITIES. e) BLAST WITHIN FIFTEEN (15) FEET OF THE RIGHT -OF -WAY. f) ERECT FENCES IN SUCH A WAY AS TO PREVENT ACCESS BY THE CITY OF RENTON'S VEHICLES TO THE DRAINAGE FACILITIES. ANY FENCE CONSTRUCTION MUST PROVIDE FOR AN OPENING (GATED, REMOVABLE SECTIONS, BARRIERS, ETC.) OF AT LEAST TEN (10) FEET IN WIDTH. 9) GRADING AND CONSTRUCTION SHALL NOT BE ALLOWED WITHIN THE PUBLIC DRAINAGE EASEMENTS SHOWN ON THIS PLAT MAP UNLESS APPROVED BY THE CITY OF RENTON OR ITS SUCCESSOR AGENCY REGARDLESS OF PERMIT REQUIREMENTS. BMP RESTRICTION /COVENANT 1. SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON ' THE LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST MANAGEMENT PRACTICES STIPULATED IN THE APPROVED DRAINAGE STUDY AND PLANS NO. 3680 ON FILE WITH THE CITY OF RENTON AND AS LISTED IN THE .TABLE BELOW AS WELL AS ANY DECLARATION OF COVENANT AND ' GRANTS OF EASEMENT RECORDED HEREON. 2. THE LOTS IN THIS PLAT CONTAIN A STORMWATER MANAGEMENT FLOW CONTROL BMP (BEST MANAGEMENT PRACTICE) KNOW AS "RESTRICTED FOOTPRINT" THE PRACTICE OF RESTRICTING THE AMOUNT OF IMPERVIOUS SURFACE THAT MAY BE ADDED TO A PROPERTY SO AS TO MINIMIZE THE STORMWATER RUNOFF IMPACTS CAUSED BY IMPERVIOUS SURFACE. THE TOTAL IMPERVIOUS SURFACE ALLOWED FOR EACH LOT MAY NOT EXCEED THE AREA SHOWN IN THE TABLE BELOW WITHOUT WRITTEN APPROVAL EITHER FROM THE CITY OF RENTON OR THROUGH A FUTURE DEVELOPMENT PERMIT FROM THE CITY OF RENTON. 4. THE OWNER(S) OF THE PRIVATE PROPERTY WITHIN THIS SUBDIVISION SHALL RETAIN, UPHOLD AND PROTECT THE STORMWATER MANAGEMENT DEVICES, FEATURES, PATHWAYS, LIMITS AND RESTRICTIONS, KNOWN AS FLOW CONTROL BEST MANAGEMENT PRACTICES (BMP'S), SHOWN ON THE DRAINAGE STUDY AND PLANS NO. 3680 ON FILE WITH THE CITY OF RENTON. 5. THE OWNER(S) OF THE PRIVATE PROPERTY WITHIN THIS SUBDIVISION ARE RESPONSIBLE FOR OPERATION, MAINTAINING, AND REPAIRING THE STORMWATER MANAGEMENT DEVICES, FEATURES, PATHWAYS, LIMITS AND RESTRICTIONS, KNOWN AS FLOW CONTROL BEST MANAGEMENT PRACTICES (BMP'S) CONTAINED ON SAID PRIVATE PROPERTY AND ARE HEREBY REQUIRED TO OBTAIN ANY REQUIRED PERMITS OR PERMISSION FROM THE CITY OF RENTON PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS RAIN GARDENS, ETC.) OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES AND /OR FLOW PATHS CONTAINED WITHIN SAID PRIVATE PROPERTY. THIS COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNER(S) OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. 6. COMPLIANCE WITH THIS STIPULATION MUST BE ADDRESSED IN THE SINGLE FAMILY RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN ANY APPLICATION IS MADE FOR BUILDING PERMIT. LOT NO. MAX. ALLOWABLE IMPERVIOUS AREA IN SQUARE FEET LOT NO. MAX. ALLOWABLE IMPERVIOUS AREA IN SQUARE FEET 1 2810 12 2705 2 2477 13 3193 3 2477 14 3567 4 3080 15 2358 5 3150 16 2600 6 3293 17 2726 7 2325 18 2567 8 2243 19 2567 9 2308 20 2184 10 2805 21 2652 11 2290 CITY OF RENTON DRAINAGE EASEMENT COVENANT ALL DRAINAGE EASEMENTS WITHIN THIS PLAT, NOT SHOWN AS 'PRIVATE ", ARE HEREBY GRANTED AND CONVEYED TO THE CITY OF RENTON, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, FOR THE PURPOSE OF CONVEYING, STORING, MANAGING AND FACILITATING STORM AND SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT BY THE CITY OF RENTON, TOGETHER WITH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF INSPECTING, OPERATING, MAINTAINING, REPAIRING AND IMPROVING THE DRAINAGE FACILITIES CONTAINED THEREIN. NOTE THAT EXCEPT FOR THE FACILITIES WHICH HAVE BEEN FORMALLY ACCEPTED FOR MAINTENANCE BY THE CITY OF RENTON, MAINTENANCE OF DRAINAGE FACILITIES ON PRIVATE PROPERTY IS THE RESPONSIBILITY OF THE PROPERTY OWNER. THIS EASEMENT IS INTENDED TO FACILITATE REASONABLE ACCESS TO THE DRAINAGE FACILITIES. THIS EASEMENT AND COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. ENGINEERS- -PLANNERS SURVEYORS 620 7TH AVENUE KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 www.drstrong.com JOB NO. 12016 N mm coa rn N � O tr > -__ -- - J -f a v OmM3 m '" z .:- --� i1- MGM •� _ }•WNL7 Qamx NUL -11 1 / t ALUNU I Ht tA5 I LINt Uf IHt 5UU I NtAS 1 QUARTER OF SECTION 32 -23 -5 AS CALCULATED BETWEEN CITY OF RENTON HORIZONTAL CONTROL POINTS 1868 AND 1873 2. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN MARCH, 2012. 3. PROPERTY AREA = 140,943± SQUARE FEET (3.2356f ACRES). 4. ALL DISTANCES ARE IN FEET. 5. THIS IS A FIELD TRAVERSE SURVEY. A LEICA FIVE SECOND COMBINED ELECTRONIC 29 TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS ►Q'� BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE 32 TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332 -130 -090. ALL w MEASURING INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING a°, TO MANUFACTURER'S SPECIFICATIONS. MONUMENT NOT CITY OF RENTON CONTROL 6. THE SECTION SUBDIVISION SHOWN HEREON IS BASED ON KING COUNTY BOUNDARY o cal SEARCHED FOR. HELD POINT NO. 1868, FOUND LINE ADJUSTMENT NO. 1-071-0065, RECORDED UNDER RECORDING NUMBER Z LOCATION PER REF. 1 CONCRETE MONUMENT WITH 20080221900006, REF. 1. PUNCHED 1-1/2" ALUMINUM DISK IN MONUMENT CASE . ., REFERENCES: 31 32 N89'3211 E 3 N89 3211E N89 3211E 32 33 1. KING COUNTY BOUNDARY LINE ADJUSTMENT N0. 1-071-0065, RECORDED UNDER 662.91' 1331.45' 1331.45' RECORDING NUMBER 20080221900006. 383 - 30' 2. THE PLAT OF WALHAVEN RECORDED IN VOLUME 63 OF PLATS, PAGE 35. in to rn 3. EMERALD GLEN RECORDED IN VOLUME 177 OF PLATS PAGE 79 THROUGH 81. MONUMENT NOT CD d 0 SEARCHED FOR. HELD w w 4. RECORD OF SURVEY RECORDED UNDER RECORDING NUMBER 20000202900003. LOCATION PER REF. 1 0 o to N89'56'18 "E / 5. RECORD OF SURVEY RECORDED UNDER RECORDING NUMBER 9902109005. 0 1326.59' r� . z Lo I- d; 0) w •- ci in 10 . . N W ° N`89'39'25 "W N89039'25 "W 1 z 1321.79' 1321.79 o Z TITLE RESTRICTIONS 1. THIS SITE IS SUBJECT TO AN EASEMENT GRANTED TO PUGET SOUND ENERGY, INC. FOR UTILITY SYSTEMS FOR GAS AND ELECTRICITY AND THE RIGHTS INCIDENTAL : b - THERETO AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER rn o 0) ,� 20140121000698. CD rn 00 0 O r- . Z 1312.40' 1312.40' 32 33 5 N88050'20 "W 5 4 MONUMENT NOT CITY OF RENTON CONTROL SEARCHED FOR. HELD POINT NO. 1873, MONUMENT LOCATION PER REF. 1 NOT SEARCHED FOR. HELD LOCATION PER REF. 1 WOODBRIDGE LANE A PORTION OF THE NE. 1/4 OF THE SE. 1/4 SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., CITY OF RENTON, KING COUNTY, WASHINGTON SURVEYOR'S NOTES 1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM CHICAGO TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE ORDER NUMBER 0026859 -6 DATED OCTOBER 16, 2014 AND SUPPLEMENT NUMBER 1 THERETO DATED NOVEMBER 10, 2014. IN PREPARING THIS MAP, D.R. STRONG CONSULTING ENGINEERS INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS D.R. STRONG CONSULTING ENGINEERS INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY REFERENCED CHICAGO TITLE INSURANCE COMPANY GUARANTEE. D.R. STRONG CONSULTING ENGINEERS INC. HAS RELIED WHOLLY ON CHICAGO TITLE COMPANY REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFOR D.R. STRONG CONSULTING ENGINEERS INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. NORTH i 515. -;:' Q Q to �o Q SE 182,NDI ST PROD CT SITE E 1847H ST w SE 1 4TH P SE Q o Q o � SE 1887H ST VICINITY MAP NOT TO SCALE El: D ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE K /RKLAND, WA 98033 O 425.827.3063 F 425.827.2423 www.drstrong.com D.R. STRONG CONSULTING ENGINEERS JOB N0. 12016 qt �N m m �Ma 0"40 LID N apt• -4 a ._..r.....�:�. ° 4 z u mNO OG--.V >- W N 0 QamY LUA14- 001565 BEARING 114.07' L2 w WOODBRIDGE LANE N 18504 N LND10 0521 ' N65'25'13 "W 3 r c°a• L4 A PORTION OF THE NE. 1 4 OF THE SE. 1/4 N89'56'18" 88.08' E I 10.32' L6 N02011'17 "E SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., `r? �� o 18509 °. I w 10' P.D.E o SEE NOTE 20 0 I CITY OF RENTON, KING COUNTY, WASHINGTON FENCE 0.7'E. OF PROP. LINE UNPLATTED t Z L "E I o - 00 0 8, SHT.2 3523± S.F. 8510 0 �- 18.76' ' _--- 25.31' UNPLATTED FENCE CORNER IS N26'39'04 "E 13.18' N 89'56'18 FENCE CORNER IS. 1.0'S. X 0.4'E. OF N89056'1 8 „1E L16 N02011'17 "E FENCE 0.9'S. 0.6'S. X 0.7'W. OF N51'07 54 "W 30 L18 PROP. CORNER 0 Z 1-19 N69038'23 "W OF PROP. LINE PROP. CORNER 88.08' 19 10.01' J 6, SHT. 2 ,�� L10 �' N89'32'11 "E 10 UTILITY 3 ESM'T. (TYP) 353.38' N. LINE NE. 1/4, SE. 1/4 SEC. 32 -23 -5 N 02'11' 17 "E SE. 184TH ST. 20.80 / 4'CLF 202.43' 4'CLF N -� 130.15' -• ° t"- - • 32 30.03` 15.01'< 33 } w I� 0 TRACT E 13'22'16" "E ' N89'3 '11 "E 141.66' N ? 25.00' CITY OF RENTON CONTROL POINT N0. ? C22 . o °• 10' P.D.E SEE I N89'32'11 _ 4--- -, 111.63 30.03 1868, FOUND CONCRETE MONUMENT ,� cM�t Z 9780± S.F. 40'00'43" � 90.03 - •4.72' cn � � 13.23 � WITH PUNCHED 1 -1/2 ALUMINUM cv �" v 8 ►o -► io °o N 'I SEE NOTES AND 10' P.D.E. RESTRICTIONS SEE NOTE. 5, SHT. 2 w ^ PUBLIC STORM DRAINAGE EASEMENT I ,-/ I G '1. 36.14 G ,► N89 56 18 E DISK IN MONUMENT CASE z v . 2, SHT.2 10052'42"' 6.84' . 4391± S.F. � / 18525 w ►� to uwi 85.00' + .- 18'10'20" 14.59' PUBLIC 46.00' 88.08 00 d. � C32 G�9 vry o 4533± S.F. I I Lo 18.50' 18.50' DRAINAGE 1 -"_ L.- --10' UTILITY • ,- w � z L1 18503 (� I EASEMENT 21 , 01 N 0 z � w. o i cn » N89 32 38 E .... N89 56 18 E 90.00 .� 00 4277± S.F.I co I 6 R + 84.38' 43 --_ „ / v N53_53'08 "W(R� ' '33 25 E d' <� I 0 7 N 85 `so./ Gh Ncp N 89'56' 18 "E ° 3749± S.F. ` 54.64 n v 18533 1 W • A�6�� <W /a, n, 91.11' Q w N89056'1 7 E 97.97 N6� /� C� G�cr w TRACT D 16 ; o LL 1, / R 1426± S.F. 4194± S.�, d . . TRACT A �a �' :- SEE NOTES AND ° 0 5 8 759± S.F. L4 .p y o 0 1855 10 Lo co 3617± S.F. SEE NOTES AND �'j �^0 co =- ,ri Ito RESTRICTIONS �� ^0 �, n N N 4 SHT.' 2 I ') 18551. RESTRICTIONS M 9 N \ � Gg �� � 2 -� 0 1, SHT. 2 v v VN co / 0 RTRACT ' 89.07 17 �° 87.07 -�� 6.02' co J ` Cep X10' P.D.E. �� T ry`�' N89'S6'18 "E 95.07' „ SEE NOTE P.D.E. WIDTH N89 56 18 E 93.07 1 20.02 5, SHT.2 w VARIES SEE 9 P.D.E. i� ,^ NOTE 6, SHT.2 15 0 4 �- WIDTH 0 w 3803± S.F. : 3693± S.F. N r 0 0 3723± S.F. VARIES N 0 0 ^ r� N co `r SE NOTE 0 d' `O ° = M 0 95.07 FENCE CORNER 18555 4E SHT.2 M 18563 r z IS 0.9'N. X 93.07 L15 20.02 ao 0 w N N89 5618E 115.09 0.9E. OF N89'56'18 "E 113.09' �' 12 3 C PROP. CORNER TRACT B w 801 t S.F. 5150± S.F. 14 i� T 4363± S.F. o SEE NOTES AND I o M 801± S.F. ►� �- cv 5754± S.F. o°' 10 SEE NOTES AND o°' � z 18569 18575 ° RESTRICTIONS o . d, 4523± S.F. RESTRICTIONS d- cy 3, SHT. 2 18574 o I 18559 2,9 T. 2 Z 113.09' 6'CLF 40.03' 40.03' 40.03' 6'CLF 115.09' S.00'; , _30.02' N. LINE S. 300' N. 1/2, NE. 1/4, SE. 1/4 SEC. 32 -23 -5 N89'58'1 8 "E 353.27' FENCE CORNER IS 30s 6 5 4 3 2 1 ' x 0.6N. X 0.8W. OF FENCE 1.2'N. FENCE 0.9'N. PROP. CORNER N OF PROP. LINE OF PROP. LINE ►� BLOCK 1 FENCE CORNER IS x L� WALHAVEN I 0.2'N. X 3.3'E. OF ' VOL. 63, PG. 35 PROP. CORNER SE. 186TH ST. N89'56'18 "E 663.73' y \-FOUND CONCRETE MONUMENT WITH 1-1/2 (N89'55'58 "E MEA.) BRASS DISK STAMPED WITH "X" AND "LSA FOUND CONCRETE MONUMENT WITH 1/4" COPPER PIN DOWN 22969" DOWN 0.3' IN MONUMENT CASE 0.7' IN MONUMENT CASE LINE BEARING 114.07' L2 w 85.00 L2 N 18504 N 1.91' ' N65'25'13 "W 3 r c°a• L4 ^- 'v� =-o 2 1 3995± S.F. I ! N89'56'18" 88.08' E I 10.32' L6 N02011'17 "E .7 N co N42'12'00 'E `r? �� o 18509 °. I w 10' P.D.E o SEE NOTE 20 0 I N28'04'04 "W 11.46' FENCE 0.7'E. OF PROP. LINE N89'05'1 8 "E 15 TYP. TRACT F Z L "E I o - 00 0 8, SHT.2 3523± S.F. 8510 0 �- 18.76' ' _--- 25.31' 14448± S.F. N26'39'04 "E 13.18' N 89'56'18 N cn N89056'1 8 „1E L16 N02011'17 "E 35.34' -- N51'07 54 "W SEE NOTES AND RESTRICTIONS L18 J 8500 . 0 Z 1-19 N69038'23 "W 10.00' L20 88.08' 19 10.01' J 6, SHT. 2 ,�� L10 �' m / 10 UTILITY 3 ESM'T. (TYP) ---- o 4140± S.F. N 02'11' 17 "E 32.46' L24 / c� v C19 o ) 3995± S.F. I 63'17'13" 4 18516 1 0 25.00' 13'22'16" 5.83' C21 25.00' 49054'57" mot- C22 d- o °• 10' P.D.E SEE I r� C23 36.00' TRACT A 25.14' 1�v18515 10.00' 40'00'43" a I NOTE 7, SHT.2 10.00' 30'15'21" 5.28' C26 OD rn cn rj 19.01' C27 ,► N89 56 18 E 19'22'39" � N89-56'1 8 E I C28 36.00' 10052'42"' 6.84' C29 4391± S.F. � / 18525 w ►� 28.63' 85.00' + .- 18'10'20" 14.59' C31 46.00' 88.08 24.29' C32 G�9 vry 57'57'05" rn 4 -"_ L.- --10' UTILITY � 13 L N ,L� 10 P.D.E. G`Z u� SEE NOTE N 0 4971± S.F. I w. o i cn 00 ESM T. (TYP) 18 0; 6 R + x. s 30 SH T. 2 B SB L � s� ---- 18521 N \ �Sg.� ° 18.50 n 4141± S.F. 18522 n d ul 0 w > EMERALD GLEN �- '- r7 _ R9•\ 'mss, �., / Off- / 016 �6 ly I U N 89'56 18 "E g • f Lo w Q VOL. 1771 PG S. 79 -80 c N 2 \ 4893± S.F. �O•� �� (�J to r �' 88.46' 18529 r 5' TYP. to FENCE 1.0'E. OF PROP. LINE N89'56'17 "E / ti S.F. I -q- Z 84.38' 43 --_ „ / v N53_53'08 "W(R� ' '33 25 E d' <� I 0 7 N 85 `so./ Gh Ncp N 89'56' 18 "E ° 3749± S.F. ` 54.64 n v 18533 1 W • A�6�� <W /a, n, 91.11' Q w N89056'1 7 E 97.97 N6� /� C� G�cr w TRACT D 16 ; o LL 1, / R 1426± S.F. 4194± S.�, d . . TRACT A �a �' :- SEE NOTES AND ° 0 5 8 759± S.F. L4 .p y o 0 1855 10 Lo co 3617± S.F. SEE NOTES AND �'j �^0 co =- ,ri Ito RESTRICTIONS �� ^0 �, n N N 4 SHT.' 2 I ') 18551. RESTRICTIONS M 9 N \ � Gg �� � 2 -� 0 1, SHT. 2 v v VN co / 0 RTRACT ' 89.07 17 �° 87.07 -�� 6.02' co J ` Cep X10' P.D.E. �� T ry`�' N89'S6'18 "E 95.07' „ SEE NOTE P.D.E. WIDTH N89 56 18 E 93.07 1 20.02 5, SHT.2 w VARIES SEE 9 P.D.E. i� ,^ NOTE 6, SHT.2 15 0 4 �- WIDTH 0 w 3803± S.F. : 3693± S.F. N r 0 0 3723± S.F. VARIES N 0 0 ^ r� N co `r SE NOTE 0 d' `O ° = M 0 95.07 FENCE CORNER 18555 4E SHT.2 M 18563 r z IS 0.9'N. X 93.07 L15 20.02 ao 0 w N N89 5618E 115.09 0.9E. OF N89'56'18 "E 113.09' �' 12 3 C PROP. CORNER TRACT B w 801 t S.F. 5150± S.F. 14 i� T 4363± S.F. o SEE NOTES AND I o M 801± S.F. ►� �- cv 5754± S.F. o°' 10 SEE NOTES AND o°' � z 18569 18575 ° RESTRICTIONS o . d, 4523± S.F. RESTRICTIONS d- cy 3, SHT. 2 18574 o I 18559 2,9 T. 2 Z 113.09' 6'CLF 40.03' 40.03' 40.03' 6'CLF 115.09' S.00'; , _30.02' N. LINE S. 300' N. 1/2, NE. 1/4, SE. 1/4 SEC. 32 -23 -5 N89'58'1 8 "E 353.27' FENCE CORNER IS 30s 6 5 4 3 2 1 ' x 0.6N. X 0.8W. OF FENCE 1.2'N. FENCE 0.9'N. PROP. CORNER N OF PROP. LINE OF PROP. LINE ►� BLOCK 1 FENCE CORNER IS x L� WALHAVEN I 0.2'N. X 3.3'E. OF ' VOL. 63, PG. 35 PROP. CORNER SE. 186TH ST. N89'56'18 "E 663.73' y \-FOUND CONCRETE MONUMENT WITH 1-1/2 (N89'55'58 "E MEA.) BRASS DISK STAMPED WITH "X" AND "LSA FOUND CONCRETE MONUMENT WITH 1/4" COPPER PIN DOWN 22969" DOWN 0.3' IN MONUMENT CASE 0.7' IN MONUMENT CASE LINE BEARING DISTANCE L1 N89'56'18 "E 5.00' L2 NO2'11'17 "E 1.91' L3 N65'25'13 "W 11.40' L4 N42 *12'00 "E 5.85' L5 N02411'17 "E 10.32' L6 N02011'17 "E 9.29' L7 N42'12'00 'E 3.13' L8 N28'04'04 "W 4.73' L9 N28'04'04 "W 11.46' L10 N89'05'1 8 "E 21.46' L11 N62056'57 "E 10.14' L12 N19'38 53 "E 18.76' L13 N89'56'1 7"E 25.31' L14 N26'39'04 "E 13.18' L15 N89'56'1 WE 10.01' L16 N02011'17 "E 35.34' L17 N51'07 54 "W 7.48 L18 NO2'11'17 "E 10.69' 1-19 N69038'23 "W 10.00' L20 N89056'1 811E 10.01' L21 NO2'11'17 "E 32.80' L22 N34'07'48 "E 11.34 L23 N 02'11' 17 "E 32.46' L24 N28'04'04 "W 17.39' CURVE RADIUS DELTA ANGLE ARC LENGTH Cl 25.00 92'39'06" 40.43' C2 27.00' 87420'51" 41.16' C3 68.50' 06001'09" 7.20' C4 68.50' 27'54'22" 33.36' C5 68.50' 22'36138" 27.03' C6 68.50' 25'22'32" 30.34' C7 34.50' 14000'15" 8.43' C8 34.50' 31046'08" 19.13' C9 43.50' 40032'53" 30.78' C10 50.00' 42'23'47" 37.00' C11 50.00 3018'33" 26.45' C12 50.00' 03'14'32" 2.83' C13 50.00' 41'19'27" 36.06' C14 50.00' 23004'26" 20.14' C15 50.00' 45'32'55" 39.75' C16 50.00' 50056106" 44.45' C17 28.00' 106'40'33" 52.13' C18 25.00' 86'54'00" 37.92' C19 25.00' 63'17'13" 27.61' C20 25.00' 13'22'16" 5.83' C21 25.00' 49054'57" 21.78' C22 25.00' 90'35'00" 39.52' C23 36.00' 40'00'43" 25.14' C24 10.00' 40'00'43" 6.98' C25 10.00' 30'15'21" 5.28' C26 36.00' 30'15'21" 19.01' C27 36.00' 19'22'39" 12.18 C28 36.00' 10052'42"' 6.84' C29 28.00' 58'35'18" 28.63' C30 46.00' 18'10'20" 14.59' C31 46.00' 30'15'21" 24.29' C32 27.00' 57'57'05" 27.31' NORTH GRAPHIC SCALE 0 20' 40' 80' V� 1 INCH = 40 FT. BASIS OF BEARINGS: NO2'11'17 "E ALONG THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 32 -23 -5 AS CALCULATED BETWEEN CITY OF RENTON HORIZONTAL CONTROL. POINTS 1868 AND 1873 LEGEND: ® FOUND 4" CONCRETE MONUMENT WITH PUNCHED 1-1/2- BRASS DISK IN MONUMENT CASE ® SET STANDARD CITY OF RENTON MONUMENT WITH BRASS DISK STAMPED "DRS 37555" IN MONUMENT CASE. 0 FOUND CORNER MONUMENT AS NOTED • SET 5/8" X 24" REBAR WITH PLASTIC CAP STAMPED "DRS 37555" CLF CHAINLINK FENCE VBF VERTICAL BOARD FENCE P.D.E. PRIVATE STORM DRAIN EASEMENT PSE PUGET. SOUND ENERGY COMPANY BSBL BUILDING SETBACK LINE 18503 CITY OF RENTON STREET ADDRESS D.R. STRONG CONSUL T/NG ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE K/RKLAND, WA 98033 O 425.827.3063 F 425.827.2423 www.drstronq.com JOB N0. 12016 LUA14- 001565 WOODBRIDGE LANE LND10 0521 A PORTION OF THE NE. 1/4 OF THE SE. 1/4 SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., SS COUNTY OF ) CITY. OF RENTON, KING COUNTY, WASHINGTON LEGAL. DESCRIPTION CITY OF RENTON APPROVALS .THE EAST 383 FEET OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER CITY OF RENTON PUBLIC WORKS DEPARTMENT OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; Z.111 PPA I . EXAMINED, AND APPROVED THIS DAY OF L-, 2015. EXCEPT THE SOUTH 300 FEET .THEREOF; AND ..LIMITED LIABILITY COMPANY TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PER THE ENGINEERING PLANS APPROVED FOR THE PLAT BY THE CITY OF RENTON, TOGETHER WITH THE EXCEPT THE EAST 30 FEET THEREOF FOR 116TH AVENUE SOUTHEAST, CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NUMBER 2698240, ADMINISTRATO DEDICATION PURPOSE OF OBSERVING THAT THE OWNER(S) ARE PROPERLY OPERATING AND MAINTAINING THE KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND CITY OF RENTON MAYOR HEREBY SUBDIVIDED, HEREBY DECLARE THIS PLAT TO THE GRAPHIC REPRESENTATION OF THE SUBDIVISION DATED i� MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND EXAMINED, AND PROVED THIS aZ3 DAY OF 2015. AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES �P,.•`5s►0 N FAA •=:, NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, IN THE ORIGINAL OF REASONABLE GRADING OF SAID STREETS AND ' AVENUES AND FURTHER DEDICATE TO THE USE OF THE RENTON OR ITS SUCCESSOR AGENCY, PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION PUBLIC ALL EASEMENTS AND TRACTS SHOWN ON THIS PLAT FOR ALL PUBLIC PURPOSES AS INDICATED ;� OTARY llu\ � -M N THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACE, PEDESTRIAN ACCESS, UTILITIES AND MAYOR DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS PLAT AS BEING DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES PONDS, ETC.) OR PERFORMING ANY DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO •:� pUeLIC- ' HEREBY DEDICATE AND CONVEY SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY TITLE IDENTIFIED AND FOR THE PURPOSE STATED. ATTEST: ` ,t�� \t \111!'Il1►!1lla/ll/�� FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, WAIVE FOR THEMSELVES, THEIR CITY LERK HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND .-9 .CH :.•• .` '�.Z�0/� ���/�•c ���.`'` ALL CLAIMS FOR DAMAGES AGAINST THE CITY OF RENTON, ITS SUCCESSORS AND ASSIGNS WHICH MAY .�L BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAINTENANCE OF ROADS AND /OR DRAINAGE SYSTEMS WITHIN THIS SUBDIVISION. �- FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, AGREE FOR THEMSELVES, THEIR STATE OF WASHINGTON ) ASSIGNS HOLD THE CITY OF RENTON, VTONA _ %��i INCLUDING NGD ANY COSTSO ANY FROM ANY DAMAGES PERSONSTPROPERTYAWITHINSOR WITHOUT THIS SUBDIVISION RESULTING FROM ALTERATION OF THE GROUND SURFACE, VEGETATION,/// l /;/�����lllll�i�l�`�,t \ \ \ \ \ \��� DRAINAGE, OR SURFACE OR SUB- SURFACE . WATER FLOW OR ANY FASHION CAUSED BY THE APPROVAL OR CONSTRUCTION OF THIS SUBDIVISION. PRIVATE EASEMENT PROVISIONS FURTHER, THE HEREIN BELOW SIGNED OWNERS IN FEE SIMPLE OF THE LAND HEREBY SUBDIVIDED, HEREBY THIS INSTRUMENT ON OATH STATE HE, VAS AUTHORIZED CERTIFY THAT WE HAVE ESTABLISHED THE WOODBRIDGE LANE HOMEOWNERS ASSOCIATION (HOA) IN THE OWNERS OF THE LAND HEREBY SUBDIVIDED DO HEREBY GRANT AND CONVEY TO THE OWNER(S) OF ACCORDANCE WITH WASHINGTON STATE LAW WHICH IDENTIFIES EACH LOT OF THIS PLAT AS A MEMBER THE BENEFITED LOTS AS STATED IN THE EASEMENT NOTES OR ANY OTHER PRIVATE EASEMENT SHOWN OF SAID WOODBRIDGE LANE HOMEOWNERS ASSOCIATION. SAID ASSOCIATION IS SUBJECT TO THE AND THEIR SUCCESSORS AND ASSIGNS A PERPETUAL EASEMENT FOR THE STATED UTILITIES AND /OR USE DECLARATION OF COVENANTS AND RESTRICTIONS FOR THE LAT OF WOODBRIDGE LANE, AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER � !�� CaO �- SHOWN.. THESE EASEMENTS AND CONDITIONS SHALL BE A COVENANT RUNNING WITH THE LAND AND --- -�� _ SHALL BE BINDING ON THE SUCCESSORS, HEIRS AND ASSIGNS OF THE OWNER(S) OF THE LAND HEREBY IN THE EVENT THAT THE HOA IS DISSOLVED OR OTHERWISE FAILS TO MEET ITS PROPERTY TAX BURDENED. THE OWNER(S) OF THE LOTS BENEFITED AND THEIR SUCCESSORS AND ASSIGNS SHALL HAVE OBLIGATIONS AS EVIDENCED BY NON- PAYMENT OF PROPERTY TAXES FOR A PERIOD OF EIGHTEEN (18) THE RIGHT WITHOUT PRIOR INSTITUTION OF ANY SUIT OR PROCEEDINGS OF LAW AT SUCH TIMES AS MAY MONTHS, THEN EACH LOT IN THIS PLAT SHALL ASSUME AND HAVE AN EQUAL AND UNDIVIDED INTEREST BE NECESSARY TO ENTER UPON SAID EASEMENT FOR THE PURPOSE OF CONSTRUCTING, MAINTAINING, IN THE TRACTS PREVIOUSLY OWNED BY THE HOA AND HAVE THE ATTENDANT FINANCIAL AND REPAIRING, ALTERING, OR RECONSTRUCTING SAID UTILITIES AND/OR USER FACILITIES OR MAKING ANY MAINTENANCE RESPONSIBILITIES. CONNECTIONS THERETO WITHOUT INCURRING ANY LEGAL OBLIGATION OR LIABILITY THEREFORE; PROVIDED �.� : THAT SUCH SHALL BE ACCOMPLISHED IN A MANNER THAT IF EXISTING PRIVATE IMPROVEMENTS ARE THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH DISTURBED OR DESTROYED THEY WILL BE REPAIRED OR REPLACED TO A CONDITION SIMILAR AS THEY THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. WERE IMMEDIATELY BEFORE THE PROPERTY WAS ENTERED UPON BY THE ONE BENEFITED. THE OWNER(S) �'9 9�CH 20 4.09 , OF THE BURDENED LOT SHALL RETAIN THE RIGHT TO USE THE SURFACE OF SAID EASEMENT IF SUCH IN WITNESS WHEREOF, WE SET OUR HANDS AND SEALS: USE DOES NOT INTERFERE WITH THE INSTALLATION OR USE OF SAID UTILITIES. HOWEVER, THE OWNER(S) OF THE BURDENED LOT SHALL NOT ERECT OR MAINTAIN ANY BUILDINGS OR STRUCTURES WITHIN THE GEONERCO PROPERTIES WA, LLC, BANNER BANK EASEMENT. ALSO THE OWNER(S) OF THE BURDENED LOT SHALL NOT PLANT TREES, SHRUBS OR jWA:SHjlNGTON LIMITED LIABILITY COMPANY VEGETATION HAVING DEEP ROOT PATTERNS WHICH MAY CAUSE DAMAGE TO OR INTERFERE WITH SAID UTILITIES AND /OR USES FACILITIES. ALSO THE OWNER(S) OF THE BURDENED LOT SHALL NOT DEVELOP OR BEAUTIFY THE EASEMENT AREAS IN SUCH A WAY AS TO CAUSE EXCESSIVE COST TO THE OWNER(S) OF THE LOT BENEFITED PURSUANT TO ITS RESTORATION DUTIES HEREIN. BY: DptV f� -x W kid. BY: , ✓, ACE (k.," W- ITS. 1✓ / G#r ACKNOWLEDGMENTS ASSESSMENTS CERTIFIED TO THE CITY TREASURER FOR COLLECTION ON ANY PROPERTY HEREIN STATE OF WASHINGTON ) SS COUNTY OF ) PRIVATE DRAINAGE ACCESS EASEMENT I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT__�� SIGNED THE OWNER(S) OF PRIVATE PROPERTY WITHIN THIS PLAT ENCUMBERED WITH DRAINAGE EASEMENTS THIS INSTRUMENT ON OATH STATE HE WA AUTHORIZED TO EXECUTE THE INSTRUMENT AND SHOWN AS "PRIVATE" HEREBY GRANT AND CONVEY TO THE CITY OF RENTON, A MUNICIPAL ACKNOWLEDGED 'IT AS THE �+� vs�Aev — OF GEONERCO PROPERTIES WA, LLC, A WASHINGTON CORPORATION,' THE RIGHT BUT NOT THE OBLIGATION TO CONVEY OR STORE STORM AND SURFACE WATER ..LIMITED LIABILITY COMPANY TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PER THE ENGINEERING PLANS APPROVED FOR THE PLAT BY THE CITY OF RENTON, TOGETHER WITH THE PURPOSES MENTIONED IN THIS INSTRUMENT. RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS) TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF OBSERVING THAT THE OWNER(S) ARE PROPERLY OPERATING AND MAINTAINING THE ������'' " " " "' "� +►� DRAINAGE FACILITIES CONTAINED THEREIN. THE OWNER(S) OF SAID PRIVATE PROPERTY ARE RESPONSIBLE DATED i� �`� �E �� r FOR OPERATING MAINTAINING AND REPAIRING THE DRAINAGE FACILITIES CONTAINED WITHIN SAID �P,.•`5s►0 N FAA •=:, DRAINAGE EASEMENT AND ARE HEREBY REQUIRED TO OBTAIN ANY REQUIRED PERMITS FROM THE CITY OF OF �• ; � / ; RENTON OR ITS SUCCESSOR AGENCY, PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION SIGNATURE ;� OTARY llu\ � -M N (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED NOTARY PUBLI ► a-' _ —_ WOW DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES PONDS, ETC.) OR PERFORMING ANY a •:� pUeLIC- ' ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES CONTAINED WITHIN SAID ' DRAINAGE EASEMENT. THIS COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNER(S) OF SAID TITLE ,��;• �: r;�l►• :9 0••• 02.` 20 PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. MY APPOINTMENT EXPIRES w�c -�`` . �IPJ .-9 .CH :.•• .` '�.Z�0/� ���/�•c ���.`'` THE CITY OF RENTON SHALL HAVE THE RIGHT TO ENTER THE PRIVATE DRAINAGE EASEMENTS SHOW .�L HEREON TO REPAIR ANY DEFICIENCIES OF THE DRAINAGE FACILITY IN THE EVENT THE OWNER(S) IS /ARE STATE OF WASHINGTON ) NEGLIGENT IN THE MAINTENANCE OF THE DRAINAGE FACILITIES.- THESE REPAIRS SHALL BE AT THE SS OWNER(S)'S COST. COUNTY OF ) ('u Le- 60,I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT _bQ 1 SIGNED THIS INSTRUMENT ON OATH STATE HE, VAS AUTHORIZED TO EXECUTE THE INSTRU ENT AND ACKNOWLEDGED IT AS THE 5 ewe- \1154- 9t — OF BANNER BANK TO BE THE FREE AND -VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENT04p IN THIS INSTRUMENT. �`' � T Hid ''�•.,� � DATED , ��.. •,,......,,SSA �• � 0 NOTAR �,. � N Y . SIGNATURE OF �.� : Imo- NOTARY PUBL PUBLIC �ct).'�, r TITLE �'9 9�CH 20 4.09 , WAS A MY APPOINTMENT EXPIRES I" A "ck W20 CITY OF RENTON FINANCE DIRECTOR'S CERTIFICATE I HEREBY CERTIFY THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THE CITY TREASURER FOR COLLECTION ON ANY PROPERTY HEREIN CONTAINED DEDICATED FOR STREETS, ALLEYS, OR OTHER PUBLIC USES, ARE PAID IN FULL. THIS 7e DAY OF AD-ldlio-, —, 2015: f ' "O� 6R' lit ° FINANCE DIRECT ,��d c 0 1p•. ., i ° s". KING COUNTY FINANCE DIVISION CERTIFICATE���® 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 ey- • , THIS DAY OF--AmM:3 2015. t iv1 `N,t ��r1 MANAGER, FINANCE DIVISION A DEPUTY 00.7 KING COUNTY DEPARTMENT OF ASSESSMENT EXAMINED, AND APPROVED THIS C{_�" DAY OF _ KING COUNTY DEPARTMENT OF ASSESSMENTS vw KING COUNTY ASSESSOR PARCEL NO. 3223059033 RECORDING CERTIFICATE Fii rn rnn DCnnAn AT Tur Arnl =CT n97 _ THIS _ _ DAY OF CONFORMED COPY AE M OF PLATS, PAGE(S) 20150429000554 CITY OF RENTON PLAT 138 00 PAGE -001 OF 004 04/29/2015 13:14 ATT/�GER SUPERINTENDENT OF RECORDS SURVEYORS CERTIFICATE I HEREBY CERTIFY THAT THIS PLAT OF WOODBRIDGE LANE IS BASED UPON AN ACTUAL SURVEY AND- SUBDIVISION OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., THAT THE COURSES AND DISTANCES ARE SHOWN CORRECTLY AND THAT THE LOT CORNERS STAKED CORRECTLY ON THE GROUND_ FOLLOWING E COMPLETION OF CONSTRUCTION OF THE SITE IMPROVEMENTS AND THAT I HAVE FULLY kPHCHI THE PRO IONS OF THE PLATTING REGULATIONS. EI, PROFESSIONAL LAND SURVEYOR CERTIFICATE NO. 37555 J. D. R. STRONG CONSULTING ENGINEERS C' 10604 NE 38th PLACE, SUITE. 232 oF WAs KIRKLAND WASHINGTON 98033 w PHONE: (425) 827 -3063 CIO) (� x D , O ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE K/RKLAND, WA 98033 O 425.827.3063 F 425.827.2423 www.drstrong.com D.R. STRONG CONSULTING ENGINEERS ,loB N0. 12016 mN Lo rCOi a rn co N �o Z G ..3 n WOM_ u s N O Om�V - ic" -C� _wN0 LU A14- 001565 LND10 0521 EASEMENT NOTES THE EASEMENTS DEPICTED ON THE MAP SHEET OF THIS FINAL PLAT ARE FOR THE LIMITED PURPOSES LISTED BELOW AND ARE HEREBY CONVEYED FOLLOWING THE RECORDING OF THIS FINAL PLAT AS SPECIFIED ACCORDING TO THE RESERVATIONS LISTED BELOW. THE CITY OF RENTON SHALL HAVE THE RIGHT TO ENTER THE PRIVATE DRAINAGE EASEMENTS SHOWN HEREON TO REPAIR ANY DEFICIENCIES OF THE DRAINAGE FACILITIES IN THE EVENT THE OWNER(S) IS /ARE NEGLIGENT IN THE MAINTENANCE OF THE DRAINAGE FACILITIES. THESE REPAIRS SHALL BE AT THE OWNERS COST. 1. AN EASEMENT IS HEREBY RESERVED, GRANTED AND CONVEYED TO THE CITY OF RENTON, PUGET SOUND ENERGY COMPANY, QWEST, COMCAST, SOOS CREEK WATER AND SEWER DISTRICT, AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON TRACT A, TRACT B, TRACT C, TRACT D AND THE EXTERIOR 10 FEET OF ALL LOTS AND TRACTS, PARALLEL WITH AND ADJOINING THE EXISTING OR PROPOSED PUBLIC RIGHT -OF -WAY, IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND DISTRIBUTION SYSTEMS WITH NECESSARY FACILITIES, SIDEWALKS AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH UTILITY SERVICES AND SIDEWALKS, TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSE HEREIN STATED. NO LINES OR WIRES FOR THE TRANSMISSION OF ELECTRIC CURRENT, OR -FOR TELEPHONE USE, CABLE TELEVISION, FIRE OR POLICE SIGNAL OR FOR OTHER PURPOSES, SHALL BE PLACED OR BE PERMITTED TO BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT ATTACHED TO A BUILDING. 2. THE 10 FOOT PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOT 1 IS FOR THE BENEFIT OF LOT ' 2 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 1 AND 2 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. 3. THE 10 FOOT PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOTS 4, 5 AND 6 IS FOR THE BENEFIT OF LOTS 5, 6 AND 7 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 4, 5, 6 AND 7 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. 4. THE PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOTS 8 AND 9 IS FOR THE BENEFIT OF LOTS 9 AND 10 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 8, 9 AND 10 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. 5. THE 10 FOOT PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOTS 12 AND 13 IS FOR THE BENEFIT OF LOTS 11 AND 12 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 11, 12 AND 13 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. 6. THE PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOTS 15,16 AND 17 IS FOR THE BENEFIT OF LOTS 14, 15 AND 16 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 14, 15, 16 AND 17 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. 7. THE 10 FOOT PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOT 19 IS FOR THE BENEFIT OF LOT 18 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 18 AND 19 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. 8. THE 10 FOOT PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOT 21 IS .FOR THE BENEFIT OF LOT 20 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 20 AND 21 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. 'RESTRICTIONS FOR CRITICAL AREA TRACTS AND CRITICAL AREAS AREAS AND BUFFERS DEDICATION OF A CRITICAL AREA TRACT /CRITICAL AREA AND BUFFER CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE TRACT /CRITICAL AREA AND BUFFER. THIS INTEREST INCLUDES THE PRESERVATION OF NATIVE VEGETATION FOR ALL PURPOSES THAT BENEFIT THE PUBLIC HEALTH, SAFETY AND WELFARE, INCLUDING CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE . OF SLOPE, STABILITY, AND PROTECTION OF PLANT AND ANIMAL HABITAT. THE CRITICAL AREA TRACT /CRITICAL AREA AND BUFFER IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE LAND SUBJECT TO ' THE TRACT /CRITICAL AREA AND BUFFER THE OBLIGATION, ENFORCEABLE ON BEHALF OF THE PUBLIC BY THE CITY OF RENTON, TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE TRACT /CRITICAL AREA AND BUFFER. THE VEGETATION WITHIN THE TRACT /CRITICAL AREA AND BUFFER MAY NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED WITHOUT APPROVAL IN WRITING FROM THE CITY OF RENTON COMMUNITY AND ECONOMIC DEVELOPMENT DEPARTMENT OR ITS SUCCESSOR AGENCY, UNLESS OTHERWISE PROVIDED BY LAW. THE COMMON BOUNDARY BETWEEN THE TRACT /CRITICAL AREA AND BUFFER AND AREA OF DEVELOPMENT ACTIVITY MUST BE MARKED OR OTHERWISE FLAGGED TO THE SATISFACTION OF THE CITY OF RENTON COMMUNITY AND ECONOMIC DEVELOPMENT DEPARTMENT PRIOR TO ANY CLEARING, GRADING, BUILDING CONSTRUCTION OR OTHER DEVELOPMENT ACTIVITY ON A LOT SUBJECT TO THE CRITICAL AREA TRACT /CRITICAL BUFFER. THE REQUIRED MARKING OR FLAGGING SHALL REMAIN IN PLACE UNTIL ALL DEVELOPMENT PROPOSAL ACTIVITIES IN THE VICINITY. OF THE SENSITIVE AREA ARE COMPLETED. NO BUILDING FOUNDATIONS ARE ALLOWED BEYOND THE REQUIRED 15 -FOOT BUILDING SETBACK LINE, UNLESS OTHERWISE PROVIDED BY LAW. WOODBRIDGE LANE A PORTION OF THE NE. 1/4 OF THE SE. 1/4 SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.; CITY OF RENTON, KING COUNTY, WASHINGTON TRACT NOTE A TRACT IS LAND RESERVED FOR SPECIFIED USES, INCLUDING, BUT NOT LIMITED TO RESERVE TRACTS, RECREATION, OPEN SPACE, CRITICAL AREAS, SURFACE WATER RETENTION, UTILITY FACILITIES AND ACCESS. TRACTS ARE NOT CONSIDERED BUILDING SITES FOR THE PURPOSES OF RESIDENTIAL DWELLING. NOTES AND RESTRICTIONS 1. TRACT A IS A PRIVATE ACCESS TRACT FOR INGRESS, EGRESS AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 8, 9 AND 10 AND IS HEREBY CONVEYED UPON THE RECORDING OF THIS PLAT TO THE OWNERS OF SAID LOTS 8, 9 AND 10. OWNERSHIP OF SAID LOTS INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT A AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID TRACT. 2. TRACT B IS A PRIVATE ACCESS TRACT FOR INGRESS, EGRESS AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 9 AND 10 AND IS HEREBY CONVEYED UPON THE RECORDING OF THIS PLAT TO THE OWNERS OF SAID LOTS 9 AND 10. OWNERSHIP OF SAID LOTS INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT B AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID TRACT. 3. TRACT C IS A PRIVATE ACCESS TRACT FOR INGRESS, EGRESS AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 14 AND 15 AND IS HEREBY CONVEYED UPON THE RECORDING OF THIS PLAT TO THE OWNERS OF SAID LOTS 14 AND 15. OWNERSHIP OF SAID LOTS INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT C AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID TRACT. 4. TRACT D IS A PRIVATE ACCESS TRACT FOR INGRESS, EGRESS AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 14, 15 AND 16 AND IS HEREBY CONVEYED UPON THE RECORDING OF THIS PLAT TO THE OWNERS OF SAID LOTS 14, 15 AND 16. OWNERSHIP OF SAID LOTS INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT D AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID TRACT. 5. TRACT E IS A PRIVATE STORM DRAINAGE AND RECREATION TRACT AND IS HEREBY GRANTED AND CONVEYED TO THE WOODBRIDGE LANE HOMEOWNERS ASSOCIATION UPON THE RECORDING OF THIS PLAT. EXCEPT AS OTHERWISE NOTED HEREIN, SAID HOMEOWNERS ASSOCIATION IS HEREBY RESPONSIBLE FOR ALL MAINTENANCE AND MANAGEMENT OBLIGATIONS ASSOCIATED WITH SAID TRACT AND ANY RECREATION FACILITIES WITHIN SAID TRACT. SHOULD THE WOODBRIDGE LANE HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN SAID TRACT AND FACILITIES, THE OWNERS OF LOTS 1 THROUGH 21 OF THIS PLAT SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT AND FACILITIES. IN THE EVENT THAT THE HOA IS DISSOLVED OR OTHERWISE FAILS TO MEET ITS PROPERTY TAX OBLIGATIONS, AS EVIDENCED BY NON PAYMENT OF PROPERLY TAXES FOR A PERIOD OF EIGHTEEN (18) MONTHS, THEN EACH LOT IN THIS PLAT SHALL ASSUME AND HAVE AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT E PREVIOUSLY OWNED BY THE HOA "AND HAVE THE ATTENDANT FINANCIAL AND MAINTENANCE RESPONSIBILITIES. A DRAINAGE EASEMENT OVER SAID TRACT IS HEREBY GRANTED AND CONVEYED TO THE CITY OF RENTON FOR PUBLIC STORM DRAINAGE FACILITIES, ACCORDING TO THE CITY OF RENTON DRAINAGE EASEMENT COVENANT HEREON. THE CITY OF RENTON IS HEREBY RESPONSIBLE FOR ALL MAINTENANCE RESPONSIBILITIES ASSOCIATED WITH SAID PUBLIC STORM DRAINAGE FACILITIES WITHIN SAID TRACT. 6. TRACT F IS A CRITICAL AREA TRACT AND IS HEREBY CONVEYED UPON THE RECORDING OF THIS PLAT TO THE WOODBRIDGE LANE HOMEOWNERS ASSOCIATION, SAID HOMEOWNERS ASSOCIATION IS HEREBY RESPONSIBLE FOR ALL MAINTENANCE ASSOCIATED WITH SAID TRACT. SEE RESTRICTIONS FOR CRITICAL AREA TRACTS AND CRITICAL AREAS AND BUFFERS BELOW. SHOULD SAID HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN SAID TRACT F. THEN THE OWNERS OF ALL LOTS 1 THROUGH 21, WITHIN THIS PLAT SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT. IN THE EVENT THAT THE HOA IS DISSOLVED OR OTHERWISE FAILS TO MEET ITS PROPERTY TAX OBLIGATIONS, AS EVIDENCED BY NON PAYMENT OF PROPERLY TAXES FOR A PERIOD OF EIGHTEEN (18) MONTHS, THEN EACH LOT IN THIS PLAT SHALL ASSUME AND HAVE AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT F PREVIOUSLY OWNED BY THE HOA AND HAVE THE ATTENDANT FINANCIAL AND MAINTENANCE RESPONSIBILITIES. 7. PLANTER ISLANDS (IF ANY) WITHIN THE CUL -DE -SACS SHALL BE MAINTAINED BY THE WOODBRIDGE LANE HOMEOWNERS ASSOCIATION. 8. STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE OWNED AND MAINTAINED BY THE WOODBRIDGE LANE HOMEOWNERS' ASSOCIATION. THOSE TREES ON INDIVIDUAL LOTS, REQUIRED TO BE INSTALLED ACCORDING TO THE APPROVED LANDSCAPING PLANS SHALL BE MAINTAINED BY OWNER OF THE LOT ON WHICH THE TREE IS LOCATED. PUBLIC DRAINAGE EASEMENT RESTRICTIONS PROPERTY OWNER(S) SUBJECT TO A PUBLIC DRAINAGE EASEMENT SHALL NOT HAVE THE RIGHT TO THE FOLLOWING ACTIONS OR ACTIVITIES BEYOND THE BUILDING SETBACK LINE OR WITHIN THE LIMITS OF THE PUBLIC DRAINAGE EASEMENTS IDENTIFIED HEREON: a) ERECT OR MAINTAIN BUILDINGS, STRUCTURES, OBSTRUCTIONS OR PLACE FILL (INCLUDING BUT NOT LIMITED TO FENCES, DECKS, PATIOS, OUTBUILDINGS, RETAINING WALLS AND OVERHANGS). b) PLANT TREES, SHRUBS OR VEGETATION HAVING DEEP ROOT PATTERNS WHICH MAY CAUSE DAMAGE TO OR INTERFERE WITH THE DRAINAGE FACILITIES TO BE PLACED WITHIN THE EASEMENT. C) DEVELOP, LANDSCAPE, OR BEAUTIFY THE EASEMENT AREA IN ' ANY WAY WHICH WOULD UNREASONABLY INCREASE THE COSTS TO THE CITY OF RENTON FOR RESTORING THE EASEMENT AREA AND ANY PRIVATE IMPROVEMENTS THEREIN. d) DIG, TUNNEL OR PERFORM OTHER FORMS OF CONSTRUCTION ACTIVITIES ON THE PROPERTY WHICH WOULD DISTURB THE COMPACTION OR UNEARTH DRAINAGE FACILITIES ON THE RIGHT -OF -WAY, OR ENDANGER THE LATERAL SUPPORT FACILITIES. e) BLAST WITHIN FIFTEEN (15) FEET OF THE RIGHT -OF -WAY. f) ERECT FENCES IN SUCH A WAY AS TO PREVENT ACCESS BY THE CITY OF RENTON'S VEHICLES TO THE DRAINAGE FACILITIES. ANY FENCE CONSTRUCTION MUST PROVIDE FOR AN OPENING (GATED, REMOVABLE SECTIONS, BARRIERS, ETC.) OF AT LEAST TEN (10) FEET IN WIDTH. 9) GRADING AND CONSTRUCTION SHALL NOT BE ALLOWED WITHIN THE PUBLIC DRAINAGE EASEMENTS SHOWN ON THIS PLAT MAP UNLESS APPROVED BY THE CITY OF RENTON OR ITS SUCCESSOR AGENCY REGARDLESS OF PERMIT REQUIREMENTS. BMP RESTRICTION /COVENANT 1. SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON ' THE LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST MANAGEMENT PRACTICES STIPULATED IN THE APPROVED DRAINAGE STUDY AND PLANS NO. 3680 ON FILE WITH THE CITY OF RENTON AND AS LISTED IN THE .TABLE BELOW AS WELL AS ANY DECLARATION OF COVENANT AND ' GRANTS OF EASEMENT RECORDED HEREON. 2. THE LOTS IN THIS PLAT CONTAIN A STORMWATER MANAGEMENT FLOW CONTROL BMP (BEST MANAGEMENT PRACTICE) KNOW AS "RESTRICTED FOOTPRINT" THE PRACTICE OF RESTRICTING THE AMOUNT OF IMPERVIOUS SURFACE THAT MAY BE ADDED TO A PROPERTY SO AS TO MINIMIZE THE STORMWATER RUNOFF IMPACTS CAUSED BY IMPERVIOUS SURFACE. THE TOTAL IMPERVIOUS SURFACE ALLOWED FOR EACH LOT MAY NOT EXCEED THE AREA SHOWN IN THE TABLE BELOW WITHOUT WRITTEN APPROVAL EITHER FROM THE CITY OF RENTON OR THROUGH A FUTURE DEVELOPMENT PERMIT FROM THE CITY OF RENTON. 4. THE OWNER(S) OF THE PRIVATE PROPERTY WITHIN THIS SUBDIVISION SHALL RETAIN, UPHOLD AND PROTECT THE STORMWATER MANAGEMENT DEVICES, FEATURES, PATHWAYS, LIMITS AND RESTRICTIONS, KNOWN AS FLOW CONTROL BEST MANAGEMENT PRACTICES (BMP'S), SHOWN ON THE DRAINAGE STUDY AND PLANS NO. 3680 ON FILE WITH THE CITY OF RENTON. 5. THE OWNER(S) OF THE PRIVATE PROPERTY WITHIN THIS SUBDIVISION ARE RESPONSIBLE FOR OPERATION, MAINTAINING, AND REPAIRING THE STORMWATER MANAGEMENT DEVICES, FEATURES, PATHWAYS, LIMITS AND RESTRICTIONS, KNOWN AS FLOW CONTROL BEST MANAGEMENT PRACTICES (BMP'S) CONTAINED ON SAID PRIVATE PROPERTY AND ARE HEREBY REQUIRED TO OBTAIN ANY REQUIRED PERMITS OR PERMISSION FROM THE CITY OF RENTON PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS RAIN GARDENS, ETC.) OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES AND /OR FLOW PATHS CONTAINED WITHIN SAID PRIVATE PROPERTY. THIS COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNER(S) OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. 6. COMPLIANCE WITH THIS STIPULATION MUST BE ADDRESSED IN THE SINGLE FAMILY RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN ANY APPLICATION IS MADE FOR BUILDING PERMIT. LOT NO. MAX. ALLOWABLE IMPERVIOUS AREA IN SQUARE FEET LOT NO. MAX. ALLOWABLE IMPERVIOUS AREA IN SQUARE FEET 1 2810 12 2705 2 2477 13 3193 3 2477 14 3567 4 3080 15 2358 5 3150 16 2600 6 3293 17 2726 7 2325 18 2567 8 2243 19 2567 9 2308 20 2184 10 2805 21 2652 11 2290 CITY OF RENTON DRAINAGE EASEMENT COVENANT ALL DRAINAGE EASEMENTS WITHIN THIS PLAT, NOT SHOWN AS 'PRIVATE ", ARE HEREBY GRANTED AND CONVEYED TO THE CITY OF RENTON, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, FOR THE PURPOSE OF CONVEYING, STORING, MANAGING AND FACILITATING STORM AND SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT BY THE CITY OF RENTON, TOGETHER WITH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF INSPECTING, OPERATING, MAINTAINING, REPAIRING AND IMPROVING THE DRAINAGE FACILITIES CONTAINED THEREIN. NOTE THAT EXCEPT FOR THE FACILITIES WHICH HAVE BEEN FORMALLY ACCEPTED FOR MAINTENANCE BY THE CITY OF RENTON, MAINTENANCE OF DRAINAGE FACILITIES ON PRIVATE PROPERTY IS THE RESPONSIBILITY OF THE PROPERTY OWNER. THIS EASEMENT IS INTENDED TO FACILITATE REASONABLE ACCESS TO THE DRAINAGE FACILITIES. THIS EASEMENT AND COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. ENGINEERS- -PLANNERS SURVEYORS 620 7TH AVENUE KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 www.drstrong.com JOB NO. 12016 N mm coa rn N � O tr > -__ -- - J -f a v OmM3 m '" z .:- --� i1- MGM •� _ }•WNL7 Qamx NUL -11 1 / t ALUNU I Ht tA5 I LINt Uf IHt 5UU I NtAS 1 QUARTER OF SECTION 32 -23 -5 AS CALCULATED BETWEEN CITY OF RENTON HORIZONTAL CONTROL POINTS 1868 AND 1873 2. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN MARCH, 2012. 3. PROPERTY AREA = 140,943± SQUARE FEET (3.2356f ACRES). 4. ALL DISTANCES ARE IN FEET. 5. THIS IS A FIELD TRAVERSE SURVEY. A LEICA FIVE SECOND COMBINED ELECTRONIC 29 TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS ►Q'� BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE 32 TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332 -130 -090. ALL w MEASURING INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING a°, TO MANUFACTURER'S SPECIFICATIONS. MONUMENT NOT CITY OF RENTON CONTROL 6. THE SECTION SUBDIVISION SHOWN HEREON IS BASED ON KING COUNTY BOUNDARY o cal SEARCHED FOR. HELD POINT NO. 1868, FOUND LINE ADJUSTMENT NO. 1-071-0065, RECORDED UNDER RECORDING NUMBER Z LOCATION PER REF. 1 CONCRETE MONUMENT WITH 20080221900006, REF. 1. PUNCHED 1-1/2" ALUMINUM DISK IN MONUMENT CASE . ., REFERENCES: 31 32 N89'3211 E 3 N89 3211E N89 3211E 32 33 1. KING COUNTY BOUNDARY LINE ADJUSTMENT N0. 1-071-0065, RECORDED UNDER 662.91' 1331.45' 1331.45' RECORDING NUMBER 20080221900006. 383 - 30' 2. THE PLAT OF WALHAVEN RECORDED IN VOLUME 63 OF PLATS, PAGE 35. in to rn 3. EMERALD GLEN RECORDED IN VOLUME 177 OF PLATS PAGE 79 THROUGH 81. MONUMENT NOT CD d 0 SEARCHED FOR. HELD w w 4. RECORD OF SURVEY RECORDED UNDER RECORDING NUMBER 20000202900003. LOCATION PER REF. 1 0 o to N89'56'18 "E / 5. RECORD OF SURVEY RECORDED UNDER RECORDING NUMBER 9902109005. 0 1326.59' r� . z Lo I- d; 0) w •- ci in 10 . . N W ° N`89'39'25 "W N89039'25 "W 1 z 1321.79' 1321.79 o Z TITLE RESTRICTIONS 1. THIS SITE IS SUBJECT TO AN EASEMENT GRANTED TO PUGET SOUND ENERGY, INC. FOR UTILITY SYSTEMS FOR GAS AND ELECTRICITY AND THE RIGHTS INCIDENTAL : b - THERETO AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER rn o 0) ,� 20140121000698. CD rn 00 0 O r- . Z 1312.40' 1312.40' 32 33 5 N88050'20 "W 5 4 MONUMENT NOT CITY OF RENTON CONTROL SEARCHED FOR. HELD POINT NO. 1873, MONUMENT LOCATION PER REF. 1 NOT SEARCHED FOR. HELD LOCATION PER REF. 1 WOODBRIDGE LANE A PORTION OF THE NE. 1/4 OF THE SE. 1/4 SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., CITY OF RENTON, KING COUNTY, WASHINGTON SURVEYOR'S NOTES 1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM CHICAGO TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE ORDER NUMBER 0026859 -6 DATED OCTOBER 16, 2014 AND SUPPLEMENT NUMBER 1 THERETO DATED NOVEMBER 10, 2014. IN PREPARING THIS MAP, D.R. STRONG CONSULTING ENGINEERS INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS D.R. STRONG CONSULTING ENGINEERS INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY REFERENCED CHICAGO TITLE INSURANCE COMPANY GUARANTEE. D.R. STRONG CONSULTING ENGINEERS INC. HAS RELIED WHOLLY ON CHICAGO TITLE COMPANY REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFOR D.R. STRONG CONSULTING ENGINEERS INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. NORTH i 515. -;:' Q Q to �o Q SE 182,NDI ST PROD CT SITE E 1847H ST w SE 1 4TH P SE Q o Q o � SE 1887H ST VICINITY MAP NOT TO SCALE El: D ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE K /RKLAND, WA 98033 O 425.827.3063 F 425.827.2423 www.drstrong.com D.R. STRONG CONSULTING ENGINEERS JOB N0. 12016 qt �N m m �Ma 0"40 LID N apt• -4 a ._..r.....�:�. ° 4 z u mNO OG--.V >- W N 0 QamY LUA14- 001565 BEARING 114.07' L2 w WOODBRIDGE LANE N 18504 N LND10 0521 ' N65'25'13 "W 3 r c°a• L4 A PORTION OF THE NE. 1 4 OF THE SE. 1/4 N89'56'18" 88.08' E I 10.32' L6 N02011'17 "E SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., `r? �� o 18509 °. I w 10' P.D.E o SEE NOTE 20 0 I CITY OF RENTON, KING COUNTY, WASHINGTON FENCE 0.7'E. OF PROP. LINE UNPLATTED t Z L "E I o - 00 0 8, SHT.2 3523± S.F. 8510 0 �- 18.76' ' _--- 25.31' UNPLATTED FENCE CORNER IS N26'39'04 "E 13.18' N 89'56'18 FENCE CORNER IS. 1.0'S. X 0.4'E. OF N89056'1 8 „1E L16 N02011'17 "E FENCE 0.9'S. 0.6'S. X 0.7'W. OF N51'07 54 "W 30 L18 PROP. CORNER 0 Z 1-19 N69038'23 "W OF PROP. LINE PROP. CORNER 88.08' 19 10.01' J 6, SHT. 2 ,�� L10 �' N89'32'11 "E 10 UTILITY 3 ESM'T. (TYP) 353.38' N. LINE NE. 1/4, SE. 1/4 SEC. 32 -23 -5 N 02'11' 17 "E SE. 184TH ST. 20.80 / 4'CLF 202.43' 4'CLF N -� 130.15' -• ° t"- - • 32 30.03` 15.01'< 33 } w I� 0 TRACT E 13'22'16" "E ' N89'3 '11 "E 141.66' N ? 25.00' CITY OF RENTON CONTROL POINT N0. ? C22 . o °• 10' P.D.E SEE I N89'32'11 _ 4--- -, 111.63 30.03 1868, FOUND CONCRETE MONUMENT ,� cM�t Z 9780± S.F. 40'00'43" � 90.03 - •4.72' cn � � 13.23 � WITH PUNCHED 1 -1/2 ALUMINUM cv �" v 8 ►o -► io °o N 'I SEE NOTES AND 10' P.D.E. RESTRICTIONS SEE NOTE. 5, SHT. 2 w ^ PUBLIC STORM DRAINAGE EASEMENT I ,-/ I G '1. 36.14 G ,► N89 56 18 E DISK IN MONUMENT CASE z v . 2, SHT.2 10052'42"' 6.84' . 4391± S.F. � / 18525 w ►� to uwi 85.00' + .- 18'10'20" 14.59' PUBLIC 46.00' 88.08 00 d. � C32 G�9 vry o 4533± S.F. I I Lo 18.50' 18.50' DRAINAGE 1 -"_ L.- --10' UTILITY • ,- w � z L1 18503 (� I EASEMENT 21 , 01 N 0 z � w. o i cn » N89 32 38 E .... N89 56 18 E 90.00 .� 00 4277± S.F.I co I 6 R + 84.38' 43 --_ „ / v N53_53'08 "W(R� ' '33 25 E d' <� I 0 7 N 85 `so./ Gh Ncp N 89'56' 18 "E ° 3749± S.F. ` 54.64 n v 18533 1 W • A�6�� <W /a, n, 91.11' Q w N89056'1 7 E 97.97 N6� /� C� G�cr w TRACT D 16 ; o LL 1, / R 1426± S.F. 4194± S.�, d . . TRACT A �a �' :- SEE NOTES AND ° 0 5 8 759± S.F. L4 .p y o 0 1855 10 Lo co 3617± S.F. SEE NOTES AND �'j �^0 co =- ,ri Ito RESTRICTIONS �� ^0 �, n N N 4 SHT.' 2 I ') 18551. RESTRICTIONS M 9 N \ � Gg �� � 2 -� 0 1, SHT. 2 v v VN co / 0 RTRACT ' 89.07 17 �° 87.07 -�� 6.02' co J ` Cep X10' P.D.E. �� T ry`�' N89'S6'18 "E 95.07' „ SEE NOTE P.D.E. WIDTH N89 56 18 E 93.07 1 20.02 5, SHT.2 w VARIES SEE 9 P.D.E. i� ,^ NOTE 6, SHT.2 15 0 4 �- WIDTH 0 w 3803± S.F. : 3693± S.F. N r 0 0 3723± S.F. VARIES N 0 0 ^ r� N co `r SE NOTE 0 d' `O ° = M 0 95.07 FENCE CORNER 18555 4E SHT.2 M 18563 r z IS 0.9'N. X 93.07 L15 20.02 ao 0 w N N89 5618E 115.09 0.9E. OF N89'56'18 "E 113.09' �' 12 3 C PROP. CORNER TRACT B w 801 t S.F. 5150± S.F. 14 i� T 4363± S.F. o SEE NOTES AND I o M 801± S.F. ►� �- cv 5754± S.F. o°' 10 SEE NOTES AND o°' � z 18569 18575 ° RESTRICTIONS o . d, 4523± S.F. RESTRICTIONS d- cy 3, SHT. 2 18574 o I 18559 2,9 T. 2 Z 113.09' 6'CLF 40.03' 40.03' 40.03' 6'CLF 115.09' S.00'; , _30.02' N. LINE S. 300' N. 1/2, NE. 1/4, SE. 1/4 SEC. 32 -23 -5 N89'58'1 8 "E 353.27' FENCE CORNER IS 30s 6 5 4 3 2 1 ' x 0.6N. X 0.8W. OF FENCE 1.2'N. FENCE 0.9'N. PROP. CORNER N OF PROP. LINE OF PROP. LINE ►� BLOCK 1 FENCE CORNER IS x L� WALHAVEN I 0.2'N. X 3.3'E. OF ' VOL. 63, PG. 35 PROP. CORNER SE. 186TH ST. N89'56'18 "E 663.73' y \-FOUND CONCRETE MONUMENT WITH 1-1/2 (N89'55'58 "E MEA.) BRASS DISK STAMPED WITH "X" AND "LSA FOUND CONCRETE MONUMENT WITH 1/4" COPPER PIN DOWN 22969" DOWN 0.3' IN MONUMENT CASE 0.7' IN MONUMENT CASE LINE BEARING 114.07' L2 w 85.00 L2 N 18504 N 1.91' ' N65'25'13 "W 3 r c°a• L4 ^- 'v� =-o 2 1 3995± S.F. I ! N89'56'18" 88.08' E I 10.32' L6 N02011'17 "E .7 N co N42'12'00 'E `r? �� o 18509 °. I w 10' P.D.E o SEE NOTE 20 0 I N28'04'04 "W 11.46' FENCE 0.7'E. OF PROP. LINE N89'05'1 8 "E 15 TYP. TRACT F Z L "E I o - 00 0 8, SHT.2 3523± S.F. 8510 0 �- 18.76' ' _--- 25.31' 14448± S.F. N26'39'04 "E 13.18' N 89'56'18 N cn N89056'1 8 „1E L16 N02011'17 "E 35.34' -- N51'07 54 "W SEE NOTES AND RESTRICTIONS L18 J 8500 . 0 Z 1-19 N69038'23 "W 10.00' L20 88.08' 19 10.01' J 6, SHT. 2 ,�� L10 �' m / 10 UTILITY 3 ESM'T. (TYP) ---- o 4140± S.F. N 02'11' 17 "E 32.46' L24 / c� v C19 o ) 3995± S.F. I 63'17'13" 4 18516 1 0 25.00' 13'22'16" 5.83' C21 25.00' 49054'57" mot- C22 d- o °• 10' P.D.E SEE I r� C23 36.00' TRACT A 25.14' 1�v18515 10.00' 40'00'43" a I NOTE 7, SHT.2 10.00' 30'15'21" 5.28' C26 OD rn cn rj 19.01' C27 ,► N89 56 18 E 19'22'39" � N89-56'1 8 E I C28 36.00' 10052'42"' 6.84' C29 4391± S.F. � / 18525 w ►� 28.63' 85.00' + .- 18'10'20" 14.59' C31 46.00' 88.08 24.29' C32 G�9 vry 57'57'05" rn 4 -"_ L.- --10' UTILITY � 13 L N ,L� 10 P.D.E. G`Z u� SEE NOTE N 0 4971± S.F. I w. o i cn 00 ESM T. (TYP) 18 0; 6 R + x. s 30 SH T. 2 B SB L � s� ---- 18521 N \ �Sg.� ° 18.50 n 4141± S.F. 18522 n d ul 0 w > EMERALD GLEN �- '- r7 _ R9•\ 'mss, �., / Off- / 016 �6 ly I U N 89'56 18 "E g • f Lo w Q VOL. 1771 PG S. 79 -80 c N 2 \ 4893± S.F. �O•� �� (�J to r �' 88.46' 18529 r 5' TYP. to FENCE 1.0'E. OF PROP. LINE N89'56'17 "E / ti S.F. I -q- Z 84.38' 43 --_ „ / v N53_53'08 "W(R� ' '33 25 E d' <� I 0 7 N 85 `so./ Gh Ncp N 89'56' 18 "E ° 3749± S.F. ` 54.64 n v 18533 1 W • A�6�� <W /a, n, 91.11' Q w N89056'1 7 E 97.97 N6� /� C� G�cr w TRACT D 16 ; o LL 1, / R 1426± S.F. 4194± S.�, d . . TRACT A �a �' :- SEE NOTES AND ° 0 5 8 759± S.F. L4 .p y o 0 1855 10 Lo co 3617± S.F. SEE NOTES AND �'j �^0 co =- ,ri Ito RESTRICTIONS �� ^0 �, n N N 4 SHT.' 2 I ') 18551. RESTRICTIONS M 9 N \ � Gg �� � 2 -� 0 1, SHT. 2 v v VN co / 0 RTRACT ' 89.07 17 �° 87.07 -�� 6.02' co J ` Cep X10' P.D.E. �� T ry`�' N89'S6'18 "E 95.07' „ SEE NOTE P.D.E. WIDTH N89 56 18 E 93.07 1 20.02 5, SHT.2 w VARIES SEE 9 P.D.E. i� ,^ NOTE 6, SHT.2 15 0 4 �- WIDTH 0 w 3803± S.F. : 3693± S.F. N r 0 0 3723± S.F. VARIES N 0 0 ^ r� N co `r SE NOTE 0 d' `O ° = M 0 95.07 FENCE CORNER 18555 4E SHT.2 M 18563 r z IS 0.9'N. X 93.07 L15 20.02 ao 0 w N N89 5618E 115.09 0.9E. OF N89'56'18 "E 113.09' �' 12 3 C PROP. CORNER TRACT B w 801 t S.F. 5150± S.F. 14 i� T 4363± S.F. o SEE NOTES AND I o M 801± S.F. ►� �- cv 5754± S.F. o°' 10 SEE NOTES AND o°' � z 18569 18575 ° RESTRICTIONS o . d, 4523± S.F. RESTRICTIONS d- cy 3, SHT. 2 18574 o I 18559 2,9 T. 2 Z 113.09' 6'CLF 40.03' 40.03' 40.03' 6'CLF 115.09' S.00'; , _30.02' N. LINE S. 300' N. 1/2, NE. 1/4, SE. 1/4 SEC. 32 -23 -5 N89'58'1 8 "E 353.27' FENCE CORNER IS 30s 6 5 4 3 2 1 ' x 0.6N. X 0.8W. OF FENCE 1.2'N. FENCE 0.9'N. PROP. CORNER N OF PROP. LINE OF PROP. LINE ►� BLOCK 1 FENCE CORNER IS x L� WALHAVEN I 0.2'N. X 3.3'E. OF ' VOL. 63, PG. 35 PROP. CORNER SE. 186TH ST. N89'56'18 "E 663.73' y \-FOUND CONCRETE MONUMENT WITH 1-1/2 (N89'55'58 "E MEA.) BRASS DISK STAMPED WITH "X" AND "LSA FOUND CONCRETE MONUMENT WITH 1/4" COPPER PIN DOWN 22969" DOWN 0.3' IN MONUMENT CASE 0.7' IN MONUMENT CASE LINE BEARING DISTANCE L1 N89'56'18 "E 5.00' L2 NO2'11'17 "E 1.91' L3 N65'25'13 "W 11.40' L4 N42 *12'00 "E 5.85' L5 N02411'17 "E 10.32' L6 N02011'17 "E 9.29' L7 N42'12'00 'E 3.13' L8 N28'04'04 "W 4.73' L9 N28'04'04 "W 11.46' L10 N89'05'1 8 "E 21.46' L11 N62056'57 "E 10.14' L12 N19'38 53 "E 18.76' L13 N89'56'1 7"E 25.31' L14 N26'39'04 "E 13.18' L15 N89'56'1 WE 10.01' L16 N02011'17 "E 35.34' L17 N51'07 54 "W 7.48 L18 NO2'11'17 "E 10.69' 1-19 N69038'23 "W 10.00' L20 N89056'1 811E 10.01' L21 NO2'11'17 "E 32.80' L22 N34'07'48 "E 11.34 L23 N 02'11' 17 "E 32.46' L24 N28'04'04 "W 17.39' CURVE RADIUS DELTA ANGLE ARC LENGTH Cl 25.00 92'39'06" 40.43' C2 27.00' 87420'51" 41.16' C3 68.50' 06001'09" 7.20' C4 68.50' 27'54'22" 33.36' C5 68.50' 22'36138" 27.03' C6 68.50' 25'22'32" 30.34' C7 34.50' 14000'15" 8.43' C8 34.50' 31046'08" 19.13' C9 43.50' 40032'53" 30.78' C10 50.00' 42'23'47" 37.00' C11 50.00 3018'33" 26.45' C12 50.00' 03'14'32" 2.83' C13 50.00' 41'19'27" 36.06' C14 50.00' 23004'26" 20.14' C15 50.00' 45'32'55" 39.75' C16 50.00' 50056106" 44.45' C17 28.00' 106'40'33" 52.13' C18 25.00' 86'54'00" 37.92' C19 25.00' 63'17'13" 27.61' C20 25.00' 13'22'16" 5.83' C21 25.00' 49054'57" 21.78' C22 25.00' 90'35'00" 39.52' C23 36.00' 40'00'43" 25.14' C24 10.00' 40'00'43" 6.98' C25 10.00' 30'15'21" 5.28' C26 36.00' 30'15'21" 19.01' C27 36.00' 19'22'39" 12.18 C28 36.00' 10052'42"' 6.84' C29 28.00' 58'35'18" 28.63' C30 46.00' 18'10'20" 14.59' C31 46.00' 30'15'21" 24.29' C32 27.00' 57'57'05" 27.31' NORTH GRAPHIC SCALE 0 20' 40' 80' V� 1 INCH = 40 FT. BASIS OF BEARINGS: NO2'11'17 "E ALONG THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 32 -23 -5 AS CALCULATED BETWEEN CITY OF RENTON HORIZONTAL CONTROL. POINTS 1868 AND 1873 LEGEND: ® FOUND 4" CONCRETE MONUMENT WITH PUNCHED 1-1/2- BRASS DISK IN MONUMENT CASE ® SET STANDARD CITY OF RENTON MONUMENT WITH BRASS DISK STAMPED "DRS 37555" IN MONUMENT CASE. 0 FOUND CORNER MONUMENT AS NOTED • SET 5/8" X 24" REBAR WITH PLASTIC CAP STAMPED "DRS 37555" CLF CHAINLINK FENCE VBF VERTICAL BOARD FENCE P.D.E. PRIVATE STORM DRAIN EASEMENT PSE PUGET. SOUND ENERGY COMPANY BSBL BUILDING SETBACK LINE 18503 CITY OF RENTON STREET ADDRESS D.R. STRONG CONSUL T/NG ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE K/RKLAND, WA 98033 O 425.827.3063 F 425.827.2423 www.drstronq.com JOB N0. 12016