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HomeMy WebLinkAboutLarge FormatSHEET .I OF 4 LUA 14-001417 LND 10-0519 DEDICATION VOLUME: PAGE: � t t SE 1/4, SE 1/4 SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., CITY OF RENTON, KING COUNTY, WASHINGTON 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 AND CONVEY TO THE USE OF [HE 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, PEDESTRIAN ACCESS, 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 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 RENTON, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY THE CITY OF RENTON. FURTHER THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDE WAIVE FOR THEMSELVES THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD THE CITY OF RENTON, ITS SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY DAMAGE INCLUDING ANY COST OF DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SUBDIVISION r0 HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB -SURFACE WATER FLOWS WITHIN THIS SUBDIVISION. PROVIDED, THIS WAIVE AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING THE CITY OF RENTON, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN THE WHOLE OR IN PART FROM THE NEGLIGENCE OF THE CITY OF RENTON, ITS SUCCESSORS, OR ASSIGNS. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF, WE SET OUR HANDS AND SEALS: SSRI LLC, A DELAWARE LIMITED LIABILITY COMPANY, DBA DR HORTON BY: SHLR OF WASHINGTON INC, A WASHINGTON CORPORATION, IT'S MANAGER BY: TIA BROTHERfON HEIM ITS: VICE PRESIDENT ACKNOWLEDGEMENTS STATE OF WASHINGTON # # ss COUNT OF K -t Y) # I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT TIA BROTHERTON HEIM IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT SHE SIGNED THIS INSTRUMENT, ON OATH STATED SHE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGE IT AS THE VICE PRESIDENT OF SSHI, LLC. TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED: tAoirCVI 2015 SIGNATURE: PRINT NAME: 'f'PC�S XGi�.�Y P99lIG - NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON MY COMMISION EXPIRES: OLP • 2.2. 2 c t G , RECORDING CERTIFICATE FILED FOR RECORD THIS DAY OF IN BOOK OF OF SURVEYS, PAGE _ MANAGER 2015 AT M. AT THE REQUEST OF AXIS SURVEYING AND MAPPING INC. SUPERINTENDENT OF RECORDS CITY OF RENTON APPROVALS CITY OF RENTON PUBLIC WORKS DEPARTMENT EXAMINED AND APPROVED THIS rH DAY OF 2015 ADMINISTR OP CITY OF RENTON MAYOR EXAMINED AND APPROVED THIS MAYOR CITY CLERK EXAMINED AND APPROVED THIS CITY CLERK DAY OF 1 2015 DAY OF CITY OF RENTON FINANCE ADMINISTRATOR 2015 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�TREETS, ALLEYS OR OTHER PUBLIC USES ARE PAID IN FULL. THIS DAY OF 2015 7 FINA ADM STRATOR KING +COLIVI . KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED '=- DAY OF 2015 KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR ACCOUNT NUMBER: 1457500145 & 1457500150 KING COUNT`( 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. THIS DAY OF 2015 MANAGER, KING COUNTY FINANCE DIVISION SURVEYORS CERTIFICATE DEPUTY I, STEPHEN H. PHILLIPS JR, HEREBY CERTIFY THAT THIS PLAT OF LIBERTY GARDENS IS BASED ON AN ACTUAL SURVEY IN SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON; THAT THE COURSES AND DISTANCES ARE SHOWN CORRECTLY HEREON, THAT THE MONUMENTS WILL BE SET AND THE LOTS CORNERS STAKED CORRECTLY ON THE GROUND, AND THAT I HAVE FULLY COMPLIED WITH THE PROVISIONS OF THE PLATTING REGULATIONS. t vl H. PHILLIPS JR, .L. . A tl�RTIFICATEP NO. 49916 SE 1/4, SE 1/4 SEC. 14, TWP. 23 N., RGE. 5E., W.M., CITY OF RENTON, KING COUNTY, WASHINGTON www.ax®smap.com Survey & Mapping 15241 NE 90th St. REDMOND, WA 98052 JOB NO. DATE 1 1 3/11/2015 DRAWN BY I CHECKED BY ERM SCALE SPJR SHEET SHEET 2 OF 4 LUA 1r1-001417 LND 10-0`.;19 LEGAL DESCRIPTIONS VOLUME: PAGE: LIBERTY GARDENS SE 1/4, SE 1/4 SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., CITY OF RENTON, KING COUNTY, WASHINGTON TRACTS 5 AND 6, BLOCK 4, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 91, RECORDS OF KING COUNTY, WASHINGTON. DRAINAGE NOTES ALL DRAINAGE EASEMENTS WITHIN THIS PLAT, NOT SHOWN AS "PRIVATE" ARE HEREBY GRANTED AND CONVEYED TO THE CITY OF RENTON. A MUNICIPAL CORPORATION, FOR THE PURPOSES 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 PURPOSES OF INSPECTING, OPERATING, MAINTAINING, REPAIRING AND IMPROVING THE DRAINAGE FACILITIES CONTAINED THEREIN. NOTE: EXCEPT FOR THOSE 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 OWNERS(S). 1 THE PRIVATE DRAINAGE EASEMENT SHOWN ON LOTS 3 AND 4 IS FOR THE BENEFIT OF LOTS 2 AND 3. 2 THE PRIVATE DRAINAGE EASEMENT SHOWN ON LOTS 5, 6 AND 7 IS FOR THE BENEFIT OF LOTS 6, 7 & 8. 3 THE PRIVATE DRAINAGE EASEMENT SHOWN ON LOT 10 IS FOR THE BENEFIT OF LOT 11. 4 THE PRIVATE DRAINAGE EASEMENT SHOWN ON LOTS 13 AND 14 IS FOR THE BENEFIT OF LOTS 12 AND 13. 5 THE PRIVATE DRAINAGE EASEMENT SHOWN ON LOT 16 IS FOR THE BENEFIT OF LOT 15. 6 THE PRIVATE DRAINAGE EASEMENT SHOWN ON LOT 18 IS FOR THE BENEFIT OF LOT 17. 7 THE PRIVATE DRAINAGE EASEMENT SHOWN ON LOTS 22 AND 23 IS FOR THE BENEFIT OF LOTS 21 AND 22. 8 THE PRIVATE DRAINAGE EASEMENT SHOWN ON LOT 25 IS FOR THE BENEFIT OF LOT 24. 9 THE PRIVATE DRAINAGE EASEMENT SHOWN ON LOT 26 IS FOR THE BENEFIT OF LOT 27. 10 THE PRIVATE DRAINAGE EASEMENT SHOWN ON LOT 29 IS FOR THE BENEFIT OF LOT 28. 11 THE PRIVATE DRAINAGE EASEMENT SHOWN ON LOT 29 IS FOR THE BENEFIT OF LOT 30. 12 THE PRIVATE DRAINAGE EASEMENT SHOWN ON RECREATION TRACT, LOT 31 AND 33 IS FOR THE BENEFIT OF LOTS 31, 32 AND 33. 314 THE PRIVATE DRAINAGE EASEMENT SHOWN ON LOT 34 IS FOR THE BENEFIT OF LOT 35. THE PRIVATE DRAINAGE EASEMENT SHOWN ON LOT 22-25 IS FOR THE BENEFIT OF LOT 21-30. * PRIVATE DRAINAGE EASEMENT: THE OWNER(S) OF PRIVATE PROPERTY WITHIN THIS PLAT ENCUMBERED WITH DRAINAGE EASEMENTS SHOWN AS "PRIVATE" HEREBY GRANT AND CONVEY TO THE CITY OF RENTON, A MUNICIPAL CORPORATION, THE RIGHT BUT NOT THE OBLIGATION TO CONVEY OR STORE STORM AND SURFACE WATER PER ENGINEERING PLANS APPROVED FOR THE 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 OBSERVING THAT THE OWNER(S) ARE PROPERLY OPERATING AND MAINTAINING THE DRAINAGE FACILITIES CONTAINED WITHIN SAID DRAINAGE EASEMENT AND ARE HEREBY REQUIRED TO OBTAIN ANY REQUIRED PERMITS FROM THE CITY OF RENTON OR ITS SUCCESSORS AGENCY, PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES PONDS, ETC.) OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES CONTAINED WITHIN SAID DRAINAGE EASEMENT. COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNER(S) OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. * THE CITY OF RENTON SHALL HAVE THE RIGHT TO ENTER THE PRIVATE DRAINAGE EASEMENTS SHOWN HEREON TO REPAIR ANY DEFICIENCIES OF THE DRAINAGE FACILITY IN THE EVENT THE OWNER(S) IS/ARE NEGLIGENT IN THE MAINTENANCE OF THE DRAINAGE FACILITIES. THESE REPAIRS SHALL BE AT THE OWNER(S) COST. EASEMENT PROVISIONS 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. 1 AN EASEMENT IS HEREBY RESERVED AND GRANTED AND CONVEYED TO THE CITY OF RENTON, PUGET SOUND ENERGY COMPANY, CENTURY LINK, COMCAST, KING COUNTY WATER DISTRICT 90, AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON THE EXTERIOR 10 FEET OF ALL LOTS AND TRACTS, PARALLEL WITH AND ADJOINING THE EXISTING OR PROPOSED PUBLIC RIGHT-OF-WAY, LOTS 12 THROUGH 20 SHALL HAVE A 2 FOOT EASEMENT FRONTING 164TH AVENUE SOUTHEAST., 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 EASEMENT AREAS 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 ALL SANITARY SEWER EASEMENTS NOT SHOWN AS PRIVATE ARE HEREBY CONVEYED TO THE CITY OF RENTON FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH SEWER SERVICE. 3 ALL STORM DRAINAGE EASEMENTS NOT SHOWN AS PRIVATE ARE HEREBY CONVEYED TO THE CITY OF RENTON FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH STORM DRAINAGE SERVICE. 4, ALL WATER EASEMENTS NOT SHOWN AS PRIVATE ARE HEREBY CONVEYED TO KING COUNTY WATER DISTRICT 90 FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH WATER SERVICE. THE 10 FOOT LANDSCAPE EASEMENT SHOWN ON LOTS 1 AND 11 IS HEREBY GRANTED AND CONVEYED TO THE LIBERTY GARDENS HOMEOWNERS ASSOCIATION FOR LANDSCAPING. SAID HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF SAID LANDSCAPING WITHIN SAID EASEMENT. 6� THE 2.5 FOOT LANDSCAPE EASEMENT SHOWN ON LOTS 12 THROUGH 20 IS HEREBY GRANTED AND CONVEYED TO THE LIBERTY GARDENS HOMEOWNERS ASSOCIATION FOR LANDSCAPING. SAID HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF SAID LANDSCAPING WITHIN SAID EASEMENT. �7 THE 10 FOOT PUBLIC STORM EASEMENT OVER LOT 19 IS FOR THE PUBLIC BENEFIT FOR STORM DRAINAGE. THE CITY OF RENTON SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PUBLIC STORM FACILITIES DRAINAGE FACILITIES. �8 THE PUBLIC SEWER SANITARY EASEMENT OVER LOT 33 AND RECREATION TRACT IS FOR THE PUBLIC BENEFIT FOR SANITARY SEWER FACILITIES. THE CITY OF RENTON SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PUBLIC SANITARY SEWER FACILITIES. 9� THE 10 FOOT PRIVATE SANITARY SEWER EASEMENT SHOWN ON LOT 36 IS FOR THE BENEFIT OF LOTS 35 FOR PRIVATE SANITARY SEWER FACILITIES. THE OWNERS OF SAID LOT 35 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE SANITARY SEWER FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE SANITARY SEWER FACILITIES USED IN COMMON WITHIN SAID EASEMENT. 10 THE LANDSCAPE MONUMENT EASEMENT AS SHOWN ON LOT 35 IS HEREBY GRANTED AND CONVEYED TO THE LIBERTY GARDENS HOMEOWNERS ASSOCIATION FOR LANDSCAPING. SAID HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF SAID LANDSCAPING WITHIN SAID EASEMENT. TITLE NOTES TITLE COMMITMENT BY FIRST AMERICAN TITLE INSURANCE COMPANY, ORDER #2330876, DATED OCTOBER 02, 2014 4.) ANY AND ALL OFFERS OF DEDICATION, CONDITIONS, RESTRICTIONS, EASEMENTS, BOUNDARY DISCREPANCIES OR ENCROACHMENTS, NOTES AND/OR PROVISIONS SHOWN OR DISCLOSED BY SHORT PLAT OR PLAT OF CEDAR PARK FIVE ACRE TRACTS RECORDED IN VOLUME 15 OF PLATS, PAGE(S) 91. 5.) PERTAINS TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "CITY OF RENTON, WASHINGTON ORDINANCE NO. 5465" RECORDED NOVEMBER 5, 2009 AS RECORDING NO. 20091105000541 OF OFFICIAL RECORDS. 6.) RESERVATIONS AND EXCEPTIONS, INCLUDING THE TERMS AND CONDITIONS THEREOF, RESERVING MINERALS. RESERVED BY DRH, ENERGY, INC., A COLORADO CORPORATION RECORDED UNDER RECORDING NO. 20130214001080. PLAT NOTES 1 THE ARTICLES OF INCORPORATION FOR LIBERTY GARDENS HOMEOWNERS ASSOCIATION IS ON FILE WITH THE STATE OF WASHINGTON IN OLYMPIA. MEMBERSHIP IN THE LIBERTY GARDENS HOMEOWNER'S ASSOCIATION AND PAYMENT OF DUES OR OTHER ASSESSMENT SHALL REMAIN AN APPURTENANCE TO AND INSEPARABLE FROM EACH LOT. 2 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. Q3 TRACT "A" IS A PRIVATE ACCESS TRACT AND IS HEREBY GRANTED AND CONVEYED TO THE LIBERTY GARDENS HOMEOWNERS ASSOCIATION UPON THE RECORDING OF THIS PLAT FOR OWNERSHIP AND MAINTENANCE. AN EASEMENT IS HEREBY GRANTED TO THE CITY OF RENTON OVER THE ENTIRE TRACT "A" FOR MAINTENANCE OF THE STORM DRAINAGE FACILITIES WHICH LIE WITHIN. TRACT "B" IS A STORM DRAINAGE TRACT; UPON THE RECORDING OF THIS PLAT, TRACT "B" IS HEREBY GRANTED AND CONVEYED TO THE LIBERTY GARDENS HOMEOWNER'S ASSOCIATION (HOA). AN EASEMENT IS HEREBY GRANTED AND CONVEYED TO THE CITY OF RENTON OVER, UNDER, AND ACROSS TRACT "B" FOR THE PURPOSE OF CONVEYING, STORING, MANAGING AND FACILITATING STORM AND SURFACE WATER PER THE ENGINEERING PLANS ON FILE WITH THE CITY OF RENTON. THE CITY OF RENTON HAS THE RIGHT TO ENTER SAID STORM WATER EASEMENT FOR THE PURPOSE OF INSPECTING, OPERATING, MAINTAINING, IMPROVING, AND REPAIRING ITS DRAINAGE FACILITIES CONTAINED THEREIN. ONLY THE CHAIN LINK FENCE, FLOW CONTROL, WATER QUALITY TREATMENT AND CONVEYANCE FACILITIES WILL BE CONSIDERED FOR FORMAL ACCEPTANCE AND MAINTENANCE BY THE CITY. MAINTENANCE OF ALL OTHER IMPROVEMENTS AND LANDSCAPING ON SAID TRACT "B" SHALL BE THE RESPONSIBILITY OF THE HOA. IN THE EVENT THAT THE HOA IS DISSOLVED OR OTHERWISE FAILS TO MEET ITS PROPERTY TAX OBLIGATIONS, AS EVIDENCE BY NON—PAYMENT OF PROPERTY 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 "B" PREVIOUSLY OWNED BY THE HOA AND HAVE THE ATTENDANT FINANCIAL AND MAINTENANCE RESPONSIBILITIES. A TRACT "C" IS FOR RECREATION PURPOSES ONLY FOR THE BENEFIT OF ALL THE LOT OWNERS IN THIS PLAT. EACH LOT OWNER IN THIS PLAT LOTS (1 THROUGH 36 INCLUSIVE) SHALL HAVE AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT "C". THE LIBERTY GARDENS HOMEOWNER'S ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT "C". HOWEVER, SHOULD THE HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN TRACT "C" THEN LOT OWNERS OF ALL THE LOTS 1 THROUGH 36 SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT "C". A6 TRACT "D" IS GRANTED AND CONVEYED TO THE LIBERTY GARDENS HOMEOWNERS ASSOCIATION UPON THE RECORDING OF THIS PLAT FOR CRITICAL AREA PURPOSES. THE TRACT "D" IS SUBJECT TO A N.G.P.A. EASEMENT AS NOTED BELOW. THE LIBERTY GARDENS HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT AND OTHER IMPROVEMENTS CONTAINED THEREIN. IN THE EVENT THAT THE HOA IS DISSOLVED OR OTHERWISE FAILS TO MEET ITS PROPERTY TAX OBLIGATIONS, AS EVIDENCE BY NON—PAYMENT OF PROPERTY 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 "D" PREVIOUSLY OWNED BY THE HOA AND HAVE THE ATTENDANT FINANCIAL AND MAINTENANCE RESPONSIBILITIES. 7 ALL UTILITY EASEMENTS (UE) ARE HEREBY RESERVED EQUALLY TO ALL UTILITIES, BOTH PUBLIC AND PRIVATE, FOR OWNERSHIP AND MAINTENANCE PURPOSES. ALSO SEE "EASEMENTS AND RESERVATIONS", ON THIS PAGE. 8 ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, _m ALL IMP,. CES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN ­ SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS #R-3723 ON FILE WITH THE CITY OF RENTON. S PLAT SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. FOR THOSE LOTS THAT ARE DESIGNATED FOR INDIVIDUAL LOT INFILTRATION SYSTEMS, THE SYSTEM SHALL BE CONSTRUCTED AT THE TIME OF THE BUILDING PERMIT AND SHALL COMPLY WITH PLANS ON FILE. Q9 ACCESS FOR LOT 11 SHALL BE LIMITED TO S.E. 140TH STREET ONLY. THERE SHALL BE NO DIRECT VEHICULAR ACCESS TO OR FROM 164TH AVENUE S.E. WHICH ABUT IT. ACCESS FOR LOTS 12 THROUGH 20 SHALL BE LIMITED TO TRACT "A" AND 163RD PLACE S.E. ONLY. THERE SHALL BE NO DIRECT VEHICULAR ACCESS TO OR FROM 164TH AVENUE S.E. FROM THOSE LOTS WHICH ABUT IT. A ACCESS FOR LOTS 1, 33 AND 36 SHALL BE LIMITED TO 163RD AVENUE S.E. AND S.E. 140TH STREET ONLY, THERE SHALL BE NO DIRECT VEHICULAR ACCESS TO OR FROM 162ND AVENUE S.E. FROM THOSE LOTS WHICH ABUT IT. 12 PROPERTY WITHIN THIS PLAT IS SUBJECT TO COVENANTS CONDITIONS AND RESTRICTIONS, KING COUNTY RECORDING NUMBER THE PUBLIC SANITARY SEWER EASEMENT WITHIN LOT 33 AND TRACT "C" IS HEREBY GRANTED TO THE CITY OF RENTON FOR MAINTENANCE OF THE PUBLIC SEWER FACILITIES WHICH LIE WITHIN THE EASEMENT AREA. THE LANDSCAPE EASEMENT OVER LOT 36 FOR A ENTRANCE MONUMENT SHALL BE MAINTAINED BY THE LIBERTY GARDENS HOMEOWNERS ASSOCIATION. NATIVE GROWTH PROTECTION AREA (N.G.P.A.) NOTE THE NATIVE GROWTH PROTECTION AREA IDENTIFIES THE WETLAND AND BUFFER AREA. THE CREATION OF THE NATIVE GROWTH PROTECTION AREA CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE EASEMENT AREA. THIS INTEREST SHALL BE FOR THE PURPOSE OF PRESERVING NATIVE VEGETATION FOR THE CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, VISUAL AND AURAL BUFFERING, AND PROTECTION OF PLANT AND ANIMAL HABITAT. THE NATIVE GROWTH PROTECTION AREA IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE AREA ENFORCEABLE ON BEHALF OF THE PUBLIC BY THE CITY OF RENTON, TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE AREA. THE VEGETATION WITHIN THE N.G.P.A. MAY NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED, TRACTS ENCUMBERED MAY NOT BE SOLD SEPARATELY WITHOUT EXPRESS WRITTEN PERMISSION FROM THE CITY OF RENTON. THE RIGHT OF ENTRY GRANTED HEREIN SHALL APPLY TO THE AGENTS, REPRESENTATIVES AND EMPLOYEES OF THE OWNERS OF SUBSEQUENT OWNERS OF THE UNDERLYING PROPERTY. REFERENCES R1 BOUNDARY SURVEY FOR THE ESTATE OF DONALD W. NELSON RECORDED IN VOLUME 93, PAGE 280, RECORDS OF KING COUNTY WASHINGTON. R2 PLAT OF CAVALLA, RECORDED IN VOLUME 263, PAGE(S) 41-43, RECORDS OF KING COUNTY WA. R3 PLAT OF CEDAR PARK FIVE ACRE TRACTS, RECORDED IN VOLUME 15, PAGE 91, RECORDS OF KING COUNTY WASHINGTON. R4 PLAT OF LIBERTY LANE, RECORDED IN VOLUME 113, PAGE(S) 20-21, RECORDS OF KING COUNTY WA. R5 PLAT OF SADDLEBROOK, RECORDED IN VOLUME 263, PAGE(S) 55-58, UNDER RECORDING NUMBER 201 31 01 6002039, RECORDS OF KING COUNTY WASHINGTON. R6 PLAT OF LIBERTY GROVE, RECORDED IN VOLUME 241, PAGE(S) 26-28, UNDER RECORDING NUMBER 20070530000037, RECORDS OF KING COUNTY WASHINGTON. SE 1/4, SE 1/4 SEC. 14, TWP. 23 N., RGE. 5E., W.M., CITY OF RENTON, KING COUNTY, WASHINGTON www.axismap.com survey m mapping 152d I NE 90th St. REDMOND, WA 98052 FE L. 421821-.;700 FAX 42..82:i-6700 JOB NO. DATE 14-076 1 3/11/2015 DRAWN BY CHECKED BY ERM SPJR SCALE SHEET N/A 2OF4 SHEET 3 OF 4 LUA 14-001417 LND 10-0519 LIBERTY GARDENS SE 1/4, SE 1/4 SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., CITY OF RENTONI KING COUNT, WASHINGTON CALC INTX SE 128TH ST & 148TH AVE SE (R2) CITY OF RENTON MON. NO. 1852 Ns� CCP 8�g9 GRAPHIC SCALE 200 100 0 200 400 1" = 200' HORIZONTAL DATUM HELD A BASIS OF BEARINGS OF NORTH 00'20'38" EAST ALONG THE MONUMENTED SOUTH HALF OF THE EAST LINE OF SECTION 14. GPS/CONVERSION NOTES LOCATED: WASHINGTON STATE PLANE NORTH ZONE COMBINED SCALE FACTOR = 0.99998701932. THE INITIAL COORDINATE CONVERSION WAS PERFORMED USING THE LEICA GEO OFFICE PROGRAM VERSION 4.0. PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD MEASURED UTILIZING GLOBAL POSITIONING SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA SYSTEM 1200 EQUIPMENT. MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE TIED INTO THE CONTROL POINTS UTILIZING LEICA ELECTRONIC 1201 TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WACS 332-130-080/090. DIMENSIONS ARE IN FEET. FOUND PUNCH MARK ON 3/8" BRASS PLUG IN CONC MON IN CASE, DOWN 1.4' INTX. 164TH AVE SE & SE 128TH ST (5/29/14) CALC INTX SE \ 2ND ST & UNION AVE lllCITY OF RENTON MON N0. 478 CALCULATED POSITION PER R2 14 23 VICINITY MAP I" = 1000' N88'00'16"W 653.18'CALC (N87'58'39"W 653.12' R2) i CALCULATED POSITION PER R2 HELD FOUND TK IN LEAD IN CONC MON IN CASE, DOWN 0.65' ® INTX. 162ND AVE SE & SE 137TH PLACE (5/29/14) FOUND 1/2" REBAR AND CAP, LSP =' 45789 0.1'S. > (5/21/14) VOLUME: PAGE: S.E. 136TH ST N88'03'08"W 653.32'CALC (N88'01'31 "W 653.09' R2) CALCULATED POSITION PER R2 1.1 12 HELD FOUND PUNCH MARK ON EXTREMELY WORN 3" BRASS 14 , 13 SURFACE DISC, f 10' EAST OF INTX. 164TH 3 AVE SE & SE 128TH ST n(5/29/14) r0 0 N z N SE 136TH ST AREA (SQ. FT.) LOT AREA (SQ. FT.) LOT U LOT SE 13611-1 ST J ¢ TOTAL MAX IMPERV.* U TOTAL MAX IMPERV.* :::4SE T MAX IMPERV.* 00 :SE:3RD PL MAX IMPERV.* D 137TH PL o IN CASE, DOWN 0.45 ® C.D.S. 3,674 10 SE 144TH ST. (5/29/14) 3,317 19 N88'05'56"W 525.00'PLAT 3,608 SE 4TH PL (525.11'MEAS/R2) - . SE 138TH PL D 2 N IE nn nn ��nn .MBEIR if _ 11 Q mVO o 113, rP�G . 7�((�-21 `_' o 20 ' N8810'51 "W 623.55'CALC r 7 29 SE 5TH PL °i rn Ln 5,017 3,010 12 O 4� m 21 5,989 SE 141ST ST 30 6,203 3,722 4 5,018 3,011 A 5,500 3,300 22 5,000 SITE 31 5,500 3,300 (n (n m (n m 3,011 14 5,502 m 23 5,000 3,000 N m 5,500 D 6 5,021 SE 143RD ST 15 m 3,002 24 5,000 3,000 33 11,310 5,090 SE 144TH ST 5,022 3,013 16 5,613 3,368 SE 144TH ST 5,826 3,496 34 Ln Ln r 8 6,029 3,617 17 5,821 3,493 26 5,826 3,496 35 5,711 3,427 9 f�*7 1 3,015 1 18 1 5,544 FOUND PUNCH MARK ON 3/8" BRASS PLUG IN CONC MON IN CASE, DOWN 1.4' INTX. 164TH AVE SE & SE 128TH ST (5/29/14) CALC INTX SE \ 2ND ST & UNION AVE lllCITY OF RENTON MON N0. 478 CALCULATED POSITION PER R2 14 23 VICINITY MAP I" = 1000' N88'00'16"W 653.18'CALC (N87'58'39"W 653.12' R2) i CALCULATED POSITION PER R2 HELD FOUND TK IN LEAD IN CONC MON IN CASE, DOWN 0.65' ® INTX. 162ND AVE SE & SE 137TH PLACE (5/29/14) FOUND 1/2" REBAR AND CAP, LSP =' 45789 0.1'S. > (5/21/14) VOLUME: PAGE: S.E. 136TH ST N88'03'08"W 653.32'CALC (N88'01'31 "W 653.09' R2) CALCULATED POSITION PER R2 1.1 12 HELD FOUND PUNCH MARK ON EXTREMELY WORN 3" BRASS 14 , 13 SURFACE DISC, f 10' EAST OF INTX. 164TH 3 AVE SE & SE 128TH ST n(5/29/14) r0 0 N z N LOT AREA (SQ. FT.) LOT AREA (SQ. FT.) LOT U LOT AREA (SQ. FT.) J ¢ TOTAL MAX IMPERV.* U TOTAL MAX IMPERV.* o HELD FOUND PUNCH MARK IN 1 MAX IMPERV.* 00 3/4" BRASS DISC IN CON MON MAX IMPERV.* o IN CASE, DOWN 0.45 ® C.D.S. 3,674 10 SE 144TH ST. (5/29/14) 3,317 19 N88'05'56"W 525.00'PLAT 3,608 28 (525.11'MEAS/R2) - . 3,000 2 N IE nn nn ��nn .MBEIR if _ 11 Q mVO o 113, rP�G . 7�((�-21 `_' o 20 ' N8810'51 "W 623.55'CALC r 7 29 `. (623.39' R2) nco hal o p RIFLo C� bpd (O cn Sy - co pip o a(53 N FOUND 1/2" REBAR AND CAP, 'n ' S# + '5789 0.1'S. (5/21/14) r UUND 1/2' RE6;+,1 AND CAP, LS# BCE 45789 ON LINE (5/21/1, N8*20'32"W 593.79' (594.05' R1) 0 l I I I 10 co � to L® 5 Lo M cp co I I cD r3 - W co M 0 0 Z LOT 6 (1\189' 5'30"W 594.15' R1) N88 9'33"W „594.04' N N N uo (D I� U J U P- ui ca N U J ¢ U CALCULATED POSITION PER R2 N /- 128.41'CALC CALCULATED POSITION HELD FOUND 1/2- REBAR & CAP, LS# BCE 45789 0.1'E. (5/21/14) 1I FOUND 1 1/2" O.D. /71 HELD FOUND PUNCH I.P. 0.1'N. (5/21/14) ON BRASS DISC IN FOUND 1/2" REBAR IN CONC MON IN CASE, CONC W/ DECAPITATED DOWN 0.3' (5/29/14) CAP ON LINE (5/21/14) FOUND 1/21' REBAR IN CONC W/ 62794) I BROKEN CAP 0.1'N. (5/21/14) z v o �Ir0co �7 90, o Li N N2 (MEq Z "' � 2p,1Sh� \S� Lel J2 co 0 J L' 9608 .7 ,91 o ^ <r l C*4 '.t ¢ U-) O N lcq\?) loLo �� i z z LO N u) Z N 88'38' 53"W N88'39'22"E CALC/N88-37'45"E (R2) 1309.11' 1 654.30'CALC (654.33' R2) _1 �' N88'38'53"W 654.30'CALC 14 13 217.38 654.26' R1)(654.33'_R2 , y� HELD FOUND 1/8" BRASS PLUG IN CONC(217.42 PLAT N88'38'53"W 1308.61' MON IN CASE, DOWN 1.4° (6/25/14) FOUND PUNCH MARK ON CALC POSITION 2 � 24 1/4" BRASS PLUG IN PER R2 HELD SOUTHEAST SECTION CORNER 4"X4" CONC MON IN CASE, 14-23-5 '1938' FOUND PUNCH ON DOWN 1.0 (6/24/14) S . E, 144TH ST 3" BRASS DISC IN CONC MON IN CASE, DOWN 1.15' ® INTX. 164TH AVE SE & SE 144TH ST (5/21/14) LOT BMP TABLE LOT AREA (SQ. FT.) LOT AREA (SQ. FT.) LOT AREA (SQ. FT.) LOT AREA (SQ. FT.) # TOTAL MAX IMPERV.* # TOTAL MAX IMPERV.* # TOTAL MAX IMPERV.* # TOTAL MAX IMPERV.* 1 6,124 3,674 10 5,529 3,317 19 6,013 3,608 28 5,000 3,000 2 5,015 3,009 11 6,076 3,646 20 7,766 4,660 29 5,000 3,000 3 5,017 3,010 12 5,845 3,507 21 5,989 3,593 30 6,203 3,722 4 5,018 3,011 13 5,500 3,300 22 5,000 3,000 31 5,500 3,300 5 5,019 3,011 14 5,502 3,301 23 5,000 3,000 32 5,500 3,300 6 5,021 3,013 15 5,004 3,002 24 5,000 3,000 33 11,310 5,090 7 5,022 3,013 16 5,613 3,368 25 5,826 3,496 34 5,687 3,412 8 6,029 3,617 17 5,821 3,493 26 5,826 3,496 35 5,711 3,427 9 1 5,025 1 3,015 1 18 1 5,544 1 3,326 1 27 1 5,000 1 31000 36 7,046 4,228 * KING COUNTY CODE R4 ZONING MAX IMPERVIOUS AREA: 10% IMPERVIOUS AREA REDUCTION BMP: LOT AREA < 9,076 SQUARE FEET = 70% LOT AREA < 9,076 SQUARE FEET = 60% SINGLE FAMILY BMPS SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON THE LOTS CREATED BY THE SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST MANAGEMENTS PRACTICES STIPULATED IN THE APPROVED DRAINAGE STUDY AND PLANS NO. R372301 ON FILE WITH THE CITY OF RENTON AND AS LISTED IN THE TABLE (LEFT) WELL AS ANY DECLARATION OF COVENANTS AND GRANTS OF EASEMENTS RECORDED HEREON. BMP KNOWN AS RESTRICTIVE FOOT PRINT IS PROVIDED ON ALL LOTS. SE 1/4, SE 1/4 SEC. 14, TWP. 23 N., RGE. 5E., W.M., CITY OF RENTON, KING COUNTY, WASHINGTON ' 0 ,A o. z. ' 49916 .• �c^ss�FG�STERE�, L LANA WWW.axismap.com survey of ma2pping 1 52-I 1 NE 90th St. REDMOND, WA 98052 TEL.. -12.-'.823 .;700 LA V I') - O'1') C-7(111 JOB NO. DATE 14-076 1 3/11/2015 DIZAWN BY I CI-IECKED BY ERM I SPJR SCALE I SI-IEE:I^ SHEET 4 OF 4 LUA 14-001417 LND 10 -OS 19 FAI W � I o.. o U-) Q w 0 ;;3 z F '- lo iEw zo '30.01' o\ 30' Iff � � 1OR SE 1/4, SE 1/4 SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., CITY OF RENTON, KING COUNTY, WASHINGTON , pd a�-p FOUND 1/2- REBAR o � cow- c 45789AND A0.1'SSX OC3'E. (5/21/14) �� o tos O� N88TO'32"W 593.79' (594.05' R1) 62.37' 50.01' 50.01' 50.01' 50.01' 1 50.01' VOLUME 10 m 0/S DIST N L lO V Lo U TRA/TRB to v o 13.20' ; 13.20' c°d 13,20' TRC/33 13.20' HELD FOUND 1/2" FOUND 1/2 REBAR AND CAP, LS# 16210 REBAR &CAP, LS# _ BCE 45789 ON LINE (5/21/14) 16222 0 0 BCE 45789 0.1'E. 00 FOUND 1/2" REBAR AND CAP, 34/35 (5/21/14) 8/9 LS# BCE 45789 0.1'S. (5/21/14) 13.20' N88'20'32'W 4.50' 50.01 1 60.01' 50 01' 550' 3 w 4 i ' 10 i� LANDSCAPE i60.02' m 0/S DIST N L lO V Lo U TRA/TRB to v o 13.20' ; 13.20' c°d 13,20' TRC/33 13.20' • 1 61.80 1❑ 10' -0) cp EASEMENT o - 16210 00 .- 16216 0 0 16222 0 0 16228 00 7/8 00 34/35 0 8/9 0 N 13.20' LANDSCAPE EASEMENT 13.20' 1 w 2 w 3 w 4 w 23/24 r 16302 T 16308 0 - 16314 0 16320 0o '- 16354 ;n O !� iD 16360 w (6,124 S.F.) ;.� (5,015 S.F.) ``� ' ( 5,017 S.F. ) '`� n (5,018 S.F.) r�i 5 5,019 S.F. ( ) w (D "� 6 �' c° cV (D 9 w �co 10 0o cr�N 11 `� b 16204 0 N o z O <N O 10 N i7 N 2 (5,021 N S.F.) 2 O r) N 5,022 S.F. ( ) '`� ;-) cN (6,029 S.F.) 5,025 S.F. ( ) `D '- '`� (5,529 5.F.) o z (6,076 S.F.) cv o `� 5 G)Q z Z 1 O 0 z O 0 z 0 z 2 z O cN 0 N 6 ---50.01'05 -------- 16.97' Z 0 z � 37.90'- o 10' PUBLIC ( 50.0100 0 i 50.01' ------ .��. 50.01' 50.01,T----------- 50.01' -------------- 50.01' 55.01 36 29'- - `D b.UTILITY b; b; ,b, 539.31 i b` in EASEMENT N209 82' b , . _ N88'18'37"W 653.87' b N 1 239.83' _ - - - 130.96' S.E. 140TH ST 253.07' _ L 133.29' ' N ;4. `n 160.97 43 95' 150.04' N rn 56.01' - _ - /33.33' _----------- 74.45' 49.97 0 i io oo © 41.00. C'�� G�--------------------------------- ------------------------------ C> N88'18'37"W C LANDSCAP N , ..� G .----------- NUMENT 22'51 EAOSEMENT `V I I I 14004 0 14001 �� 14000 16211 16217 ' 26.5' 26.5' i 30 1114 21 (7G I ' O ' 0 i cD 26.5' 26.5 12 36 16205 w 35 w 34 o (6,203 S.F.) (5,989 S.F.) N' ;n in i L6i (5, 845 S.F.) (7,046 S.F.) ori N (5,711 S.F.) N (5,687 S.F.): `� _ 10' PUBLIC '`� i N8937'05"W 100.00' N89'37'05"W 100.00' i 9 10 Q� N 4y � (� P - - o UTILITY ESMT. o - co' 10' PRIVATE z © z ' �[] ) © r r l Cly 1 N89'37'05"W 99.99' SEWER ESMT. ^I T 0 14010 p 14007 0 ✓� Ni 0 29 1 U 11 4 O 22 7 4 O I w o 14006 1 3 �%6 ®�o 30' `J 69.49' -56.00'- -57.75'- i _ o o (: o 0 c 1 N89'37'05"W 5' PRIVATE 100.00' N (5,000 S.F.) I (5,000 S.F.) o N < (5,500 S.F.) 6' o 83.24' Q STORM ' w N89 -37-05"W 100.00' N89'37I05"W 100.00' _ o I ;� EASEMENT ; ;n ;o- - I w 2.5' LANDSCAPE n N N89'36'24"W 14015 32 © o N i w © 10' PUBLIC - ,'0 �o- _ C%4 ©EASEMENT io `D °' 10.00' 0 0 '0 LO m N b 14016 _ UTILITY ESMT. N ^ N89'37'05"W 100.02' ©�� o ,� (5,500 S.F.) i N �I z N o i 28 10 4-N o ( 14013 23 7 4 0o 01 1-00 Z I �-1 14012 r rn 0 100.00' N .. N i O 101 �N `� u N m I 0p.0o N 33 w - -0, (5,000 S.F.) z (5,000 S.F.) t ) 1 ®� LO ip cv 10' PUBLIC , , i N89'37'05"W '100.00' N89'37'05"W 100.00' c--1 r 10' z (11,310OS F•) t UTILITY ESMT. o- - - 14027 N o 0 5' PRIVATE (5,502 S.F.) i o 14021 31 O O ( 14022 STORM ESMT. , _ - ;'W 1 z ,` ) 0 0 O 24 o N89'37'06"W 100.06' a0 �0 5,500 S.F. 27 C`) 4 � O J O \p8, ( )X/ Ln I of o 14019 8 4 o i 14018 cV N7756'5g" �6.1p N89'37'05"W i (5,000 S.F.) I 5,000 S.F. I co i 00 0 37,08 W �'6p? 4? ly �� 100.00' o - o- _ N89'3T05"W 100.00' N89'37'05"W 100.00' o\ Ln 1 5 �0� to S) 2�5�` �p3' N89'37'05"W `N o o ( _ i (5,004 S.F.) 30.01't., o14028 00 14025 0"0 o- - w 15' PUBLIC \N89. �6.43'oo/-_'26.5' 26.5' '`� 9 4 ;,� o o N89'37'05"W 100.09' O0 26 � 25 8 4 26.5' 26.5' oSEWER1p ?63 21.1 (5,826 S.F.) 8.00' (5,826 S.F.) `" 0 4V :::�,E�,SEMENT 3213'43"W 9' 1 v ' cn o ti 1 A � � 16 00 0 Ij 16.28' A=10'38'29" �. '---------------------------'� h' � Z 0 R=81.50' �` c� 71.:.0 71.50' \i ��' (5,613 S.F.) o sal L=15.14' ,vv� i 143.00' \ ``�• �, < B N co QP <J , N89'37'05"W 109.01' 639' N8937'05"W 143.00' N A�gO �! q+�+ c,`O. 14102 gSS \ q'; S.E. 141ST, ST � ;� ,�17 6 LO 143.00'' N G�, �x�`� (5,821 S.F.) _ _ 78.08' 64.92' Ca 107.00' a> >---------------- ---- 64.92' ----- u.d. 12.11' N8937'06"W \ ` TRACT C NO'27•09"E N33'58'26"W_' 0 , �� RECREATION TRACT 24.70' 37.65' . 11 50 FT �` (16,785 S.F.) N89'5b'38"W /��n�\ ^^� � TRACT A OL5A wiz 53.19' ACCESS TRACT G�11 010 (3,689 S.F.) TRACT ® N89'20'17"E oio CRITICAL AREA `y 32.65' D;N (47,986 S.F.) "I o(~' CATEGORY 2 WETLAND \ ����y -P "I A W/ CLASS 4 STREAM O -7 AREA: 4,902 30' BUFFERCRITICALAREA: 32,362SSQQFFT. \ \ \ t� C)pLG' �� , s��9• TRACT B TOTAL AREA: 47,986 SQ FT. � y �O1�� DRAINAGE TRACT A6\ yti� 9�F�y w (37,785 S.F.) � 1 yJ � 4� � N LL` z O �� N40'22'30"W z z 30.01' �� 32.96' JO - - - -- 248.21' U �w 0/S DIST o I L lO V Lo U TRA/TRB to v EASEMENT LEGEND 10 LANDSCAPE EASEMENT © MONUMENT (SIGN) EASEMENT 03 PRIVATE STORM DRAINAGE ® PRIVATE SEWER DRAINAGE 05 PUBLIC UTILITY © PUBLIC STORM DRAINAGE 07 PUBLIC SEWER DRAINAGE ACHE TRACTS VOL. 15 PG. 91 SYMBOL LEGEND SET STANDARD MONUMENT 0 FOUND REBAR AND CAP AS NOTED 0 SET REBAR AND CAP "AXIS 49916" SET LEAD/TACK LS#49916 SEE CURB PLUG TABLE ® FOUND MONUMENT AS NOTED 0 EASEMENT PROVISIONS (SEE SHEET 2) A PLAT NOTES (SEE SHEET 2) O DRAINAGE NOTES (SEE SHEET 2) XX CITY OF RENTON HOUSE NUMBER PRIVATE STORM DRAINAGE EASEMENT CURB PLUG TABLE LOT(S) 0/S DIST LOT(S) 0/S DIST 1/2 13.30' TRA/TRB 13.50' 2/3 13.20' TRB/TRC 13.20' 3/4 13,20' TRC/33 13.20' 4/5 13.20' 33/31 13.20' 5/6 13.20' 31/32 13.20' 6/7 13.20' 32/34 13.20' 7/8 13.20' 34/35 13.20' 8/9 13.20' 35/36 13.20' 9/10 13.20' 21/22 13.20' 10/11 13.20' 22/23 13.20' 12/13 13.20' 23/24 13.20' 13/14 13.20' 24/25 13.30' 14/15 13.20' 26/27 13.20' 15/16 13.19' 27/28 13.20' 16/17 14.60' 28/29 13.20' 17/TRA 13.50' 29/30 13.20' 215.03' �-- FOUND 1 1/2" O.D. I.P. 0.1'N. (5/21/14) FOUND 1/2- REBAR IN CONC W/ DECAPITATED CAP ON LINE (5/21/14) CURVE TABLE CURVE DELTA RADIUS LENGTH Cl 88'40'45" 25.00 38.69 C2 91'20'45" 25.00 39.86 C3 88'39'15" 25.00 38.68 C4 91'18'28" 25.00 39.84 C5 26'59'39" 81.50 38.40 C6 19'47'41" 81.50 28.16 C7 18'21'26" 81.50 26.11 C8 24'51'15" 81.50 35.35 C9 8937'13" 12.50 19.55 C10 63'20'33" 56.00 61.91 C11 90'00'00" 28.50 44.77 C12 90'00'00" 28.50 44.77 C13 88'41'32" 25.00 38.70 C14 91'18'28" 25.00 39.84 C15 88'41'32" 25.00 38.70 C16 1 91-19'15" 25.00 1q R5 LANDSCAPE MONUMENT EASEMENT DETAIL (1- = 50') A=84'25'22" R=25.00' L=.36.84' K7' NO'29'22"E N 0'22' 08"E 28.18' 2 82' LANDSCAPE MONUMENT N88'24'24"W EASEMENT 22.52' 36 FOUND 1/2- REBAR IN CONC W/ BROKEN CAP 0.1'N. (5/21/14) 30' 30' PA(JE: 4.5' ROW DEDICATION N 34.5' ROW y- AFTER DEDICATION 4.5' ROW DEDICATION 34.5' ROW AFTER DEDICATION R.O.W. DEDICATION 4.5' LINE TABLE LINE BEARING DISTANCE L1 S 00'22'55" W 15.27' 14108 � i. o u;0 16 N A3- o 0 i n (5,544 S.F.) ,^O 1D °' w i N89'37'05"W 100.20' r b Oi �n N O � 19 6 7� U) o o: (6,013 S.F.) 14114 i O 0 o 10' PUBLIC r�- UTILITY ESMT. cD Z 26.00' 100.24' N89'37'05"W 126.24' 10' PUBLIC 14120 STORM 2O EASEMENT A cV (7,766 __ S.F.) N 88'29' 33°' W 126.30' 4.50'N LANDSCAPE MONUMENT EASEMENT DETAIL (1- = 50') A=84'25'22" R=25.00' L=.36.84' K7' NO'29'22"E N 0'22' 08"E 28.18' 2 82' LANDSCAPE MONUMENT N88'24'24"W EASEMENT 22.52' 36 FOUND 1/2- REBAR IN CONC W/ BROKEN CAP 0.1'N. (5/21/14) 30' 30' PA(JE: 4.5' ROW DEDICATION N 34.5' ROW y- AFTER DEDICATION 4.5' ROW DEDICATION 34.5' ROW AFTER DEDICATION R.O.W. DEDICATION 4.5' LINE TABLE LINE BEARING DISTANCE L1 S 00'22'55" W 15.27' GRAPHIC SCALE 50 25 050 100 1 - 50 SE 1/4, SE 1/4 SEC. 14, TWP. 23 N., RGE. 5E., W.M., CITY OF RENTON, KING COUNTY, WASHINGTON WWW.ax1smap.c0m Survey ,ek Mapping 15241 NE 90th St. REDMOND, WA ')8052 TEL. 425.82'1-5700 FAX 17 A7 t-07(1() JOB NO. DATE 14-076 1 3/11/2015 DRAWN BY I CI-IECKE'D BY ERM SPJR SCALE I SHEET DTOP351308 TBLOCK COR �SIT351308 DSIT351308 --USD351308 --UWS351308 I 0 M 01 STA 40+00.001 N=1 02.46 1 E= 1321170.94 , CAVALLA PLAT A PORTION OF THE SE 114 OF SECTION 14 TOWNSHIP 23 N, RANGE 5 Ey W,114 - j, 22 21 0 20 'S.F.9 �0 6424 S.F. 6420 6589 S.F.&F. 5691 S.F. 18 V � 143) 7216 J.F. 1AJT I.4 -L0112 742 Cr 1,&ATLI CTP r"r'T ZU*UU.UU 10OKU AVtNUt Z:it 28-7 36 163RD A SE N=:176668.98 N=176661.51 TIE E=1321409.46 E=13216f 2.41 3. "M '- S88 18'37"E 70.02 62 -W- F 50' 5' PLANTER 60'- ---50!--- .......... ---I F X -4- .-10' LANDS PE I i -- T ESMT I 10 2 3 4 5 6 6070 SF 5(01 SF 5001 SF 5001 SF 5001 SF 7 8 9 10 SIDEWALK 5001 SF 1 5001 SF 6002 SF 5001 SF*5501 SF 6055 SF 10' PUE TE I8.0 PL� 4 R Al W 36' 50* 'D 50f 500 5' SIDEWALk. 50$ - -j70;- -j -J. 50, 500 h 6 t 50, 551 36' 7 T 111111,�*,�, � - �� �U,16 �Tli N . 11 1;oNx, 1. .. .. .. .... p 7 ... ....... All 11,11-14 41 630' 74# INT 9+99.8 STREET SE 140TH 0 "M ou 41+26.42 16 ND AVEN SE N=176676.05 1 MONUMEN11T lq1 bm 1. 30 E= 1321170.09 21 12 TA 41+71.43 6203 SF 5989 SF 5847 SF N=176631.03 36 1 16B 35 34 1-51 7014 SF 5711 SF 7* 5687 SF J L E=1321169.771 0' PRI VA 7E --100'--H ---180'--- 0 n'l W1. SEINER t, : -7 5 PRI VA TE N: 0, g ESM Tj STORM ESM U I -j- 29 1 -6V - - 500013 SF 22 -100�- 5000 SF 5500 SF F - - - - - - -_J jI00L- 7- 18 fr 32 12 7 .7: 21 of ' 5500 -SF 23 LANDSCAPE --- iT: - 28 L 33 I - - - --- 5000 SF I 5000 SF 11284 SF ---- - - -- - - - - - - - 5500 SF +u� '01 L -100! MOIL - 18 31 5500 SF 27 I 24 L 5000 SF M 5SF -101y 15 L- - - - - - - - - - - - - - - - - -- SF 1 i -1000 -90*00,00" R=55.0' Ju 26 L=86.4, 25 15' PUBLIC 1 i0r,11 5826 SF g� 5826 SF SEWER ESAift 16 5607 SF z 71' 71' -7•7 .!7 . ......... . -109L NNW A--90100'0ry, R=55.0' 0" S33*5826E ' saw 54.6517 1w: L=86.4$d 5814 SF RECREATIOAC---, 78' 65' TRACT 16,786 SF 0 d=34'21'21 5534 SF " R=40.1' a 33 L=24.0 1 -1001- INT 25+35.11 16M AVENUf 50+00.01 PAT 1lb (0 N=176348.61 E=1321636.00 6000 SF SO*22'55"W 0 OSI 88.58' °f - -12W STORM TRACT (PUBLIC) 10, PI1-�Lft� 37,764 SF SLA 1+ 7.28 0 N=176192.00 '01 STORM ESMT �0 20 E=1321677.7748 SF 0 0 0 137' 73' 32' L --- 61' - -65L X 0 n 0 i Rol 0 0 0 0 0 " 0, U% CONSTRUCTION PERMIT APPROVAL JBS REVISION m - E=1321821.33 I n 10' LANDSCAPE ESMT PROPERTY BOUNDARY (TYR) -ROW INT 16+50.50 - 31+26.53 1 N=176656.86 E=1321820.48 '5' PLANTER �115' SIDEWALK 3' (TYR) r5" ROW DEDICA77ON QQ 0 Q ('D IT-ifE= w --, 321816.96 C)0 + I-- I W INFIRIEff".9P JAMIE B. SCHROM DFAMIIII PETER EVANS 4AMIE B. SCHRUM SCAM 1"=50' lj� 0 -A {,p 0 EXISTING BOUNDARY, TOPOGRAPHIC, AND PLANIMETRIC INFORMATION SHOWN ON THIS PLAN AND OTHERS IN THIS SET WERE USED AS A BASIS FOR DESIGN AND REPRESENT FIELD SURVEY DATA AND MAPPING PREPARED BY DMP INC. (JOB NO. 01540), AS PROVIDED BY THE PROJECT OWNER, AND DOES NOT REPRESENT WORK BY CPH CONSULTANTS. THE FOLLOWING SURVEY DATA WAS PROVIDED WITH THE TOPOGRAPHIC MAP: VERTICAL DATUM. NAVD 1988 PER CITY OF RENTON SURVEY CONTROL NETWORK BENCHMARK. BRASS DISK IN CONCRETE MONUMENT IN THE INTERSECTION OF S.E. 142ND PLACE AND 1567H AVE. S.E. EL=408.64 MERIDIAN: HPGN 83191 PER KING COUNTY SURVEY CONTROL BASIS OF BEARINGS.- I THE S. LN. OF THE SE 1A SEC. 14-T23N-R5E, W.M. BEARING N88*37'40"W LEGAL DESCRIPTION: TRACTS 5 AND 6, BLOCK 4 CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 91, IN KING COUNTY, WASHINGTON. NOTE. THE PROJECT SURVEYOR SHALL, CONFIRM HORIZONTAL CONTROL WITH A MINIMUM OF TWO OF THE CITY OF RENTON'S SURVEY CONTROL NETWORK POINTS. THE FINAL ELECTRONIC FILES PROVIDED TO THE CITY FOR RECORD DRAWINGS SHALL BE ADJUSTED (IF NECESSARY) TO THE CITY'S DATUM. IN COMPLIANCE WITH CITY OF RENTON STANDARDS VMVICAL. WND 119 MWOWAL MAD 1267091 gawM CITY OF RENTON DATUM Plan ning/Building/Public Works Dept. \\�-r NJ smazzam CITY OF RENTON Approved by: Date: Approved by: Date: Approved by: Date: Copyright @ 2014 CPH Consultants, LLC. All Rights Reserved. Approved by: Date: i Rol 0 0 0 0 0 " 0, U% CONSTRUCTION PERMIT APPROVAL JBS REVISION m - E=1321821.33 I n 10' LANDSCAPE ESMT PROPERTY BOUNDARY (TYR) -ROW INT 16+50.50 - 31+26.53 1 N=176656.86 E=1321820.48 '5' PLANTER �115' SIDEWALK 3' (TYR) r5" ROW DEDICA77ON QQ 0 Q ('D IT-ifE= w --, 321816.96 C)0 + I-- I W INFIRIEff".9P JAMIE B. SCHROM DFAMIIII PETER EVANS 4AMIE B. SCHRUM SCAM 1"=50' lj� 0 -A {,p 0 EXISTING BOUNDARY, TOPOGRAPHIC, AND PLANIMETRIC INFORMATION SHOWN ON THIS PLAN AND OTHERS IN THIS SET WERE USED AS A BASIS FOR DESIGN AND REPRESENT FIELD SURVEY DATA AND MAPPING PREPARED BY DMP INC. (JOB NO. 01540), AS PROVIDED BY THE PROJECT OWNER, AND DOES NOT REPRESENT WORK BY CPH CONSULTANTS. THE FOLLOWING SURVEY DATA WAS PROVIDED WITH THE TOPOGRAPHIC MAP: VERTICAL DATUM. NAVD 1988 PER CITY OF RENTON SURVEY CONTROL NETWORK BENCHMARK. BRASS DISK IN CONCRETE MONUMENT IN THE INTERSECTION OF S.E. 142ND PLACE AND 1567H AVE. S.E. EL=408.64 MERIDIAN: HPGN 83191 PER KING COUNTY SURVEY CONTROL BASIS OF BEARINGS.- I THE S. LN. OF THE SE 1A SEC. 14-T23N-R5E, W.M. BEARING N88*37'40"W LEGAL DESCRIPTION: TRACTS 5 AND 6, BLOCK 4 CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 91, IN KING COUNTY, WASHINGTON. NOTE. THE PROJECT SURVEYOR SHALL, CONFIRM HORIZONTAL CONTROL WITH A MINIMUM OF TWO OF THE CITY OF RENTON'S SURVEY CONTROL NETWORK POINTS. THE FINAL ELECTRONIC FILES PROVIDED TO THE CITY FOR RECORD DRAWINGS SHALL BE ADJUSTED (IF NECESSARY) TO THE CITY'S DATUM. IN COMPLIANCE WITH CITY OF RENTON STANDARDS VMVICAL. WND 119 MWOWAL MAD 1267091 gawM CITY OF RENTON DATUM Plan ning/Building/Public Works Dept. \\�-r NJ smazzam CD d' m 1 eY O ru s f— I 3 Q J Ul W L d T -I-' L 01 J Ut v L d LD L dl J Q U W X i 0 U C� LD 3 A / u I A H P __ -r,3� 3500. a = � � � � i > ; D, f { a j t 1 > M 32 ' P SIJ SZ S - { E V Y V� rrI w T J l' rrl 911!/r rn F- �4 v C q' ` �, 0'\ CaTTON�/ OD RECk&00k, C) 'IRAgr 0 3 CEf 'A e �` =, ` ` ` 14'', CEi R �t I �, 0, MAPLE » ' :q,, CE> ;1 I� { 12 /CE AR :I v f -T -I CE �� = 4 I QC) � i� 48'1, CEDAh `' 30 AR N T ri 6"\\C AR ` �� � `t� 14 ' °ALDE' 4 -MAPLE ` 1 3C» (✓�Db y i > !28;i) CEDAR' 36" ISLE;` C 2018" ALDER s' 1A., AL,DEFS 6" I ALDE r , 1 1 t ` �• ` ti,' I I C7 i �t 1 D iA 1 •AW I♦ I•'RM NO! lljrii 1 11=30l-0!! 0 15 30 '� I r : , Lr c \ F 7- fU1�'S �1i I SIGNIFICANT TREE REPLACEMENT CALCULATION PROJECT AREA, NOT INCLUDING WETLAND AND BUFFER EXISTING SIGNIFICANT TREES REQUIRED 10 SIGNIFICANT TREES PER ARCE REQUIRED EQUALS EXISTING TREES TO BE RETAINED OUTSIDE OF WETLAND AND BUFFER SIGNIFICANT TREE REPLACEMENTS REQUIRED SIGNIFICANT TREE=12 CALIPER INCHES 12 CALIPER INCHES X 79 =948 TOTAL CALIPER INCHES REPLACEMENT TREES AT 3" CALIPER COUNT AS 6" OF CALIPER 948/6=158 SIGNIFICANT REPLACEMENT TREES REQUIRED TO BE PROVIDED = 158 SIGNIFICANT REPLACEMENT TREES PROVIDED -060 EXISTING SIGNIFICANT TREE TO BE RETAINED EXISTING SIGNIFICANT TREE ON SITE TO BE REMOVE VERIFY INFORMATION WITH CIVIL DRAWINGS TRFF PLANT SCHEDULE FOR ENTIRE SITE '- F 7.88 ACRES 266 79 TREES 0 79 QUANT. BOTANICAL NAME COMMON NAME SIZE 30" O.C. * 33 AMELANCHIER AUTUMN BRILLIANCE AUTUMN BRILLIANCE SERVICEBERRY 3" CAL 30" O.C. 600 RUBUS PENTALOBUS 'EMERALD CARPET' EMERALD CARPET CREEPING RASPBERRY 1 GAL 30" O.C. LANDSCAPING PLAN IN WHICH PLANT MAINTENANCE, COMPATIBILITY PLANT GROUNDCOVERS IN GROUPS OF 50-150 PLANTS, CONSULT WITH LANDSCAPE ARCHITECT WITH UTILITIES, AND TRAFFIC SAFETY ARE DULY CONSIDERED. CONTRACTOR TO PROVIDE COST ALTERNATE FOR LAWN IN PLANTING STRIPS AT OWNER'S OPTION * 30 BETULA PAPYRI FERA'RENCI' or RENAISSANCE REFLECTION BIRCH 3" CAL A. MIN. DISTANCE FROM CENTER OF ANY TREE TO NEAREST TILIA CORDATA CHANCELLOR CHANCELLOR LITTLE LEAF LINDEN B. TREES SHALL BE STAKED IN A MANNER NOT TO OBSTRUCT SIDEWALK TRAFFIC. * 12 MALUS'SUGAR TYME' SUGAR TYME FLOWERING CRABAPPLE 3" CAL SHALL BE 5 FEET IN RESIDENTIAL OR 8 FEET IN BUSINESS DISTRICTS. 3, ON BUS ROUTES. PLANS SHALL BE COORDINATED WITH METRO SERVICE PLANNING. PHONE 684-1622. 4. SEE SEC. 5.03. WOWST * 37 PINUS CONTORTA SHORE PINE 7-8' 3" CAL MIN. * 29 PSEUDOTSUGA MENZIESII DOUGLAS FIR, UNCLIPPED 74 3" CAL MIN. * 15 PYRUS 'CHANTICLEER' CHANTICLEER FLOWERING PEAR 3" CAL * 4 THUJA PLICATA'EXCELSA' EXCELSA WESTERN RED CEDAR 7-8' 3" CAL MIN. * REPLACEMENT TREE, MUST BE 3" CALIPER, UP SIZE IN HEIGHT IF NECESSARY TO MEET CALIPER REQUIREMEN I NOTE: TREES MUST BE PLANTED 4' MEASURED HORIZONTALLY FROM ALL UTILITY LINES, VERIFY PRIOR TO PLANTING. OWNER TO SELECT BETWEEN BIRCH AND LINDEN AS STREET TREE. 1000 ARCTOSTAPYLLOS UVA URSI MASS. MASSACHUSETTS KINNIKINNICK 1 GAL 30" O.C. 1250 COTONEASTER DAMMERII BEAR BERRY COTONEASTER 1 GAL 30" O.C. 600 RUBUS PENTALOBUS 'EMERALD CARPET' EMERALD CARPET CREEPING RASPBERRY 1 GAL 30" O.C. LANDSCAPING PLAN IN WHICH PLANT MAINTENANCE, COMPATIBILITY PLANT GROUNDCOVERS IN GROUPS OF 50-150 PLANTS, CONSULT WITH LANDSCAPE ARCHITECT WITH UTILITIES, AND TRAFFIC SAFETY ARE DULY CONSIDERED. CONTRACTOR TO PROVIDE COST ALTERNATE FOR LAWN IN PLANTING STRIPS AT OWNER'S OPTION 2. IF PLANTING STRIPS ARE APPROVED: A. MIN. DISTANCE FROM CENTER OF ANY TREE TO NEAREST W BRIARGROUP LOW GRO EROSION CONTROL DETENTION POND SEED MIX HYDROSEED OR APPROVED EQUAL FIRE HYURAN( OR UTILITY POLE LUMINNRE 15' MIN. < PLANTING 50' MIN. wx nu, ,v rrn1— 1w REVISIONS 11-6-13 1-212014 5-1-2014 I: This landscape plan is diagrammatic, all dimensions are approximate and must be field verified. Q GHA Landscape Architects 2012 V G_ I -- z _j IL z Q W W W w Ir rF— V d z 0— z W W l/ 1 L.IJ W � r^'ti D CIL, z 0 z W Z �- i. - Q'_ W ®- 0 W M W (r F_ W I_ C/) Ir STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT N IL LICHANAN CERTIFICATE No. 513 DATE: 6-11-13 SCALE: ON PLAN DRAWN BY: NB JOB: SHEET: 0, D-? 4:;,- -3 a, - 3 r' 34 of 40SHEETS OCT 16 2014 NOTE 1. I I I \— VERIM CURB LINE P AT INTERSECTION NOTES: 1. TREES SHALL GENERALLY BE PLANTED BACK OF THE SIDEWALK. PLANTING STRIPS WILL BE APPROVED ONLY AS PART OF A LANDSCAPING PLAN IN WHICH PLANT MAINTENANCE, COMPATIBILITY WITH UTILITIES, AND TRAFFIC SAFETY ARE DULY CONSIDERED. 2. IF PLANTING STRIPS ARE APPROVED: A. MIN. DISTANCE FROM CENTER OF ANY TREE TO NEAREST EDGE OF VERTICAL CURB SHALL BE 4 FEET. B. TREES SHALL BE STAKED IN A MANNER NOT TO OBSTRUCT SIDEWALK TRAFFIC. C. IN CASE OF BLOCK—OUTS, MIN. CLEAR SIDEWALK WIDTH SHALL BE 5 FEET IN RESIDENTIAL OR 8 FEET IN BUSINESS DISTRICTS. 3, ON BUS ROUTES. PLANS SHALL BE COORDINATED WITH METRO SERVICE PLANNING. PHONE 684-1622. 4. SEE SEC. 5.03. WOWST STREET TREE STANDARDS °Noy• 5-009 ( KING COUNTY, WASHINGTON REVISIONS 11-6-13 1-212014 5-1-2014 I: This landscape plan is diagrammatic, all dimensions are approximate and must be field verified. Q GHA Landscape Architects 2012 V G_ I -- z _j IL z Q W W W w Ir rF— V d z 0— z W W l/ 1 L.IJ W � r^'ti D CIL, z 0 z W Z �- i. - Q'_ W ®- 0 W M W (r F_ W I_ C/) Ir STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT N IL LICHANAN CERTIFICATE No. 513 DATE: 6-11-13 SCALE: ON PLAN DRAWN BY: NB JOB: SHEET: 0, D-? 4:;,- -3 a, - 3 r' 34 of 40SHEETS OCT 16 2014 C) d' m I 0 CU 5 s I t� 3 Q J In C 0, L d L7 +-1 L N 4 J U) C N L d Lo L 0j / J Q u ry W f� U L7 Q I la 7( 1 I i�i1= ry L T 1 , A S ° \ C \ C 16LANDSCAPE EASEMENT A X M A MA A A o A o \. Co -w h _ V'/ f M A ATCHLII"N'E `2' LANDSCAPE EASEMENT \ 13 'l 1,4 PLANTINGS AT STREET SIDE BUFFERS g "'J a� 1 "=201-01f 0 10 20 t Lu"'TS 18-20 A"Wli�ill ■W -M, F = C CO MA C- 4 4 0 TREE PLANT SCHEDULE FOR ENTIRE SITE QUANT. BOTANICAL NAME COMMON NAME SIZE SPACING/HT. * 33 AMELANCHIER AUTUMN BRILLIANCE AUTUMN BRILLIANCE SERVICEBERRY 3" CAL LL. D I0 * 30 BETULA PAPYRIFERA'RENCI' or RENAISSANCE REFLECTION BIRCH 3" CAL TILIA CORDATA CHANCELLOR CHANCELLOR LITTLE LEAF LINDEN vJ 60 CORNUS S MIDWINTER FIRE MIDWINTER FIRE RED TWIG DOGWOOD 2 GAL * 12 MALUS'SUGAR TYME' SUGAR TYME FLOWERING CRABAPPLE 3" CAL (�I ry 11 COTINUS'GRACE' GRACE SMOKEBUSH 5 GAL v L U 100 MAHONIA AQUIFOLIUM OREGON GRAPE 2 GAL * 37 PINUS CONTORTA SHORE PINE 7-8' 3" CAL MIN. 282 MAHONIA AQUIFOLIUM COMPACTA COMPACT OREGON GRAPE 1 GAL _p�j W 0— Ir 27 MISCANTHUS YAKU JIMA YAKU JIMA MAIDEN GRASS 1 GAL * 29 PSEUDOTSUGA MENZIESII DOUGLAS FIR, UNCLIPPED 7-8' 3" CAL MIN. 29 OEMLERIA CERASIFORMIS INDIAN PLUM 2 GAL SCALE: ON PLAN DRAWN BY: NB JOB: * 15 PYRUS'CHANTICLEER' CHANTICLEER FLOWERING PEAR 3" CAL 78 POTENTILLA'ABBOTSFORD WHITE' WHITE FLOWERING POTENTILLA 2 GAL * 4 THUJA PLICATA'EXCELSA' EXCELSA WESTERN RED CEDAR 74 3" CAL MIN. 28 RISES SANGUINEUM RED FLOWERING CURRANT 2 GAL * REPLACEMENT TREE, MUST BE 3" CALIPER, UP SIZE IN HEIGHT IF NECESSARY TO MEET CALIPER REQUIREMENT NOTE: TREES MUST BE PLANTED 4' MEASURED HORIZONTALLY FROM ALL UTILITY LINES, VERIFY PRIOR TO PLANTING. OWNER TO SELECT BETWEEN BIRCH AND LINDEN AS STREET TREE. SHRUB and GROUNDCOVER PLANT SCHEDULE QUANT. BOTANICAL NAME COMMON NAME SIZE SPACING/HT. SHRUBS W LL. D I0 70 ARBUTUS UNEDO COMPACTA COMPACT STRAWBERRY BUSH 2 GAL V ! vJ 60 CORNUS S MIDWINTER FIRE MIDWINTER FIRE RED TWIG DOGWOOD 2 GAL w cc :D O (�I ry 11 COTINUS'GRACE' GRACE SMOKEBUSH 5 GAL v L U 100 MAHONIA AQUIFOLIUM OREGON GRAPE 2 GAL E--° 282 MAHONIA AQUIFOLIUM COMPACTA COMPACT OREGON GRAPE 1 GAL _p�j W 0— Ir 27 MISCANTHUS YAKU JIMA YAKU JIMA MAIDEN GRASS 1 GAL STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT 29 OEMLERIA CERASIFORMIS INDIAN PLUM 2 GAL SCALE: ON PLAN DRAWN BY: NB JOB: 28 PANICUM V. REHBRAUN RED SWITCH GRASS 1 GAL 78 POTENTILLA'ABBOTSFORD WHITE' WHITE FLOWERING POTENTILLA 2 GAL 28 RISES SANGUINEUM RED FLOWERING CURRANT 2 GAL 17 ROSA RUGOSA ALBA WHITE FLOWERING RUGOSA ROSE 2 GAL 113 VACCINIUM OVATUM EVERGREEN HUCKLEBERRY 2 GAL 33 VIBURNUM P. T. SUMMER SNOWFLAKE DOUBLEFILE VIBURNUM 5 GAL 1000 ARCTOSTAPYLLOS UVA URSI MASS. MASSACHUSETTS KINNIKINNICK 1 GAL 30" O.C. 1250 COTONEASTER DAMMERII BEAR BERRY COTONEASTER 1 GAL 30" O.C. 600 RUBUS PENTALOBUS'EMERALD CARPET' EMERALD CARPET CREEPING RASPBERRY 1 GAL 30" O.C. PLANT GROUNDCOVERS IN GROUPS OF 50-150 PLANTS, CONSULT WITH LANDSCAPE ARCHITECT CONTRACTOR TO PROVIDE COST ALTERNATE FOR LAWN IN PLANTING STRIPS AT OWNER'S OPTION PROVIDE QUANITITIES AS SHOWN ON PLAN OR AS LISTED IN SCHEDULE WHICHEVER IS GREATER PROVIDE PLANTS THAT MEET MINIMUM HEIGHT AND SPREAD AS LISTED IN SCHEDULE. STREET TREES TO BE STREET TREE FORM AND BRANCHED AT A MINIMUM OF 6' HEIGHT JB SOD PREMIUM OREGON RYE GRASS SOD, ALT, HYDROSEED WITH BRIARGREEN RAPID LAWN, AT OWNERS OPTION PROVIDE SOD FOR GRASSGRID AREA x^ TRAIL SURFACING MATERIAL, OWNER'S OPTION _ - EXISTING CONTO R%% ``"---- _ PROPOSED !✓O UR y w y BRIARGROUP LOW GRO EROSION CONTROL DETENTION POND SEED MIX HYDROSEED OR APPROVk(�QEkAI: 6' CEDAR FENCE, SEE SHEET 1-1.3 FOR DETAILS LOTS 1 AND 11 WILL HAVE GOOD NEIGHBOR FENCE, LOTS 12-20 WILL HAVE STANDARD FENCE 6' TALL BLACK VINYL COATED CHAINLINK FENCE, VERIFY WITH CIVIL DRAWINGS. REVISIONS 11-0-13 1-2 t -2014 5-1-2014 This landscape plan is diagrammatic, all dimensions are approximate and must be field verified. Q GHA landscape Architects 2012 SHEET: L1.1 35 of 41DSHEETS co I��.• Io W LL. D I0 W Q V ! vJ LL1 w cc :D O (�I ry U v L U z z E--° _p�j W 0— Ir STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT N IL BUCHANAN CERTIFICATE No. 513 DATE: 6-11-13 SCALE: ON PLAN DRAWN BY: NB JOB: SHEET: L1.1 35 of 41DSHEETS REQUIRED RECREATION SPACE: PER KCC 21A.14.180,36 LOTS TIMES 390 SF PER LOT = 14,040 SF REQUIRED RECREATION SPACE PROVIDED RECREATION SPACE EQUALS 17,843 SF PER KCC 21A.14.190, PLAY AREA REQUIRED IS 36 LOTS TIMES 45 SF PER LOT EQUALS 1,620 SF REQUIRED PLAY AREA. PROVIDED PLAY AREA EQUALS 1,819 SF. PER KCC 21 A.14.180.E.3, FOR DEVELOPMENTS OF 25-50 LOTS, A TOT TOY PLUS TWO ADDITIONAL RECREATION FACILITY OR PIECES OF PLAY EQUIPMENT IS REQUIRED. THE PLAN PROPOSES THE FOLLOWING TO MEET THIS CODE SECTION. (1) PLAY TOY INTENDED FOR CHILDREN (1) SPRING TOY PLAY EQUIPMENT (1) SWING SET PLAY EQUIPMENT � �c. .;2 �. .�O , / r Yr r�s;::s._.�:�':.. ..,��X�.__ °:�" `'� :�. .r'r%..-_. ��. ._. 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BOTANICAL NAME COMMON NAME SIZE SPACING/HT. * 33 AMELANCHIER AUTUMN BRILLIANCE AUTUMN BRILLIANCE SERVICEBERRY 3" CAL * 30 BETULA PAPYRI FERA'RENCI' or RENAISSANCE REFLECTION BIRCH 3" CAL TILIA CORDATA CHANCELLOR CHANCELLOR LITTLE LEAF LINDEN 60 CORNUS S MIDWINTER FIRE MIDWINTER FIRE RED TWIG DOGWOOD 2 GAL * 12 MALUS'SUGAR TYME' SUGAR TYME FLOWERING CRABAPPLE 3" CAL 11 COTINUS 'GRACE' GRACE SMOKEBUSH 5 GAL 100 MAHONIA AQUIFOLIUM OREGON GRAPE 2 GAL * 37 PINUS CONTORTA SHORE PINE 7-8' 3" CAL MIN. 282 MAHONIA AQUIFOLIUM COMPACTA COMPACT OREGON GRAPE 1 GAL 27 MISCANTHUS YAKU JIMA YAKU JIMA MAIDEN GRASS 1 GAL * 29 PSEUDOTSUGA MENZIESII DOUGLAS FIR, UNCLIPPED 7-8' 3" CAL MIN. 29 OEMLERIA CERASIFORMIS INDIAN PLUM 2 GAL * 15 PYRUS'CHANTICLEER' CHANTICLEER FLOWERING PEAR 3" CAL 78 POT ENTILLA'ABBOTSFORD WHITE' WHITE FLOWERING POTENTILLA 2 GAL * 4 THUJA PLICATA'EXCELSA' EXCELSA WESTERN RED CEDAR 7-8' 3" CAL MIN. 28 RIBES SANGUINEUM RED FLOWERING CURRANT 2 GAL * REPLACEMENT TREE, MUST BE 3" CALIPER, UP SIZE IN HEIGHT IF NECESSARY TO MEET CALIPER REQUIREMENT NOTE: TREES MUST BE PLANTED 4' MEASURED HORIZONTALLY FROM ALL UTILITY LINES, VERIFY PRIOR TO PLANTING. OWNER TO SELECT BETWEEN BIRCH AND LINDEN AS STREET TREE. SHRUB and GROUNDCOVER PLANT SCHEDULE QUANT. BOTANICAL NAME COMMON NAME SIZE SPACING/HT. SHRUBS 70 ARBUTUS UNEDO COMPACTA COMPACT STRAWBERRY BUSH 2 GAL 60 CORNUS S MIDWINTER FIRE MIDWINTER FIRE RED TWIG DOGWOOD 2 GAL 11 COTINUS 'GRACE' GRACE SMOKEBUSH 5 GAL 100 MAHONIA AQUIFOLIUM OREGON GRAPE 2 GAL 282 MAHONIA AQUIFOLIUM COMPACTA COMPACT OREGON GRAPE 1 GAL 27 MISCANTHUS YAKU JIMA YAKU JIMA MAIDEN GRASS 1 GAL 29 OEMLERIA CERASIFORMIS INDIAN PLUM 2 GAL 28 PANICUM V. REHBRAUN RED SWITCH GRASS 1 GAL 78 POT ENTILLA'ABBOTSFORD WHITE' WHITE FLOWERING POTENTILLA 2 GAL 28 RIBES SANGUINEUM RED FLOWERING CURRANT 2 GAL 17 ROSA RUGOSA ALBA WHITE FLOWERING RUGOSA ROSE 2 GAL 113 VACCINIUM OVATUM EVERGREEN HUCKLEBERRY 2 GAL 33 VIBURNUM P. T. SUMMER SNOWFLAKE DOUBLEFILE VIBURNUM 5 GAL 1000 ARCTOSTAPYLLOS UVA URSI MASS. MASSACHUSETTS KINNIKINNICK 1 GAL 30" O.C. 1250 COTONEASTER DAMMERII BEAR BERRY COTONEASTER 1 GAL 30" O.C. 600 RUBUS PENTALOBUS'EMERALD CARPET' EMERALD CARPET CREEPING RASPBERRY 1 GAL 30" O.C. PLANT GROUNDGOVERS IN GROUPS OF 50-150 PLANTS, GONSULT WITH LANDSCAPE ARCHITECT CONTRAGTOR TO PROVIDE COST ALTERNATE FOR LAWN IN PLANTING STRIPS AT OWNER'S OPTION PROVIDE QUANITITIES AS SHOWN ON PLAN OR AS LISTED IN SCHEUULL WHIUHLVCH 15 UHI=H I tH PROVIDE PLANTS THAT MEET MINIMUM HEIGHT AND SPREAD AS LISTED IN SCHEDULE. STREET TREES TO BE STREET TREE FORM AND BRANCHED AT A MINIMUM OF 6' HEIGHT JB SOD PREMIUM OREGON RYE GRASS SOD, ALT. HYDROSEED WITH BRIARGREEN RAPID LAWN, AT OWNERS OPTION PROVIDE SOD FOR GRASSGRID AREA EXISTING CONTOUR TRAIL SURFACING MATERIAL, OWNER'S OPTION PROPOSED CONTOUR'` W w w W BRIARGROUP LOW GRO EROSION CONTROL DETENTION POND SEED MIX HYDROSEED OR APPROVED EQUAL 13 o•—a— 6' CEDAR FENCE, SEE SHEET L1.3 FOR DETAILS LOTS 1 AND 11 WILL HAVE GOOD NEIGHBOR FENCE, LOTS 12-20 WILL HAVE STANDARD FENCE ;= 6' TALL BLACK VINYL COATED CHAINLINK FENCE, VERIFY WITH CIVIL DRAWINGS. ---- X -®- -- --- --- SPLIT RAIL FENCE PICNIC TABLE "t PACIFIC OUTDOOR PRODUCTS PT -38 OR APPROVED EQUAL �-� WOOD BENCH PACIFIC OUTDOOR PRODUCTS BP -25 OR APPROVED EQUAL c'/r \\\ �\ \\t PACIFIC OUTDOOR PRODUCTS SS -120 SWING OR APPROVED EQUAL PACIFIC OUTDOOR PRODUCTS 4505 �� it APPROVED EQUAL MUST FIT IN SAFETY ZONE AS SHOWN, VERIFY WITH PLAY EQUIPMENT SAFETY ZONE WITH �� VERIFY WITH PLAY EQUIPMENT MANUFACTURER \` MANUFACTURER i\ �`� ArM GAMETIME SADDLE -MATES DUCK #388 WITH #4893'C' SPRING MOUNT \`\ APPROVED EQUAL MUST FIT IN SAFETY ZONE AS SHOWN, VERIFY WITH PLAY EQUIPMENT MANUFACTURER r REVISIONS BY 11-(,-13 1-21-2014 5-1-2014 This landscape plan is diagrammatic, all dimensions are approximate and must be field verified. ® GHA landscape Architects 2012 V CL I� WWz® O O y I <� w 0 LLJ CC W w I CC Ir STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT N IL BUCHANAN CERTIFICATENo. 513 DATE: 6- 11 13 SCALE: ON PLAN DRAWN BY: NB JOB: SHEET: Ll 2 ■ 36 of 40 SHEETS C) �i- d� I CD Cd I Q —i v L C5 L N .Q J In ru L d U L s J i J Q U it W 0 U i 0 i U I R H WALL SUFItROUND FOR PLAY AREA IS TO BE CONSTRUCTED OF 6x6" PRESSURE TREATED TIMBERS, COORDINATE CONSTRUCTION WITH OWCIER AND GENERAL CONTRACTOR. USE PRESSURE TREATED COMPATIBLE CONNECTORS, I.E. , SPIKES, SCREWS, ETC. USE PS TREATMENT STAIN ON END CUTS. PROVIDE DEADMEN TIE BACKS AS NEEDED TO SECURE WALL STRUCTURE. PROVIDE 12" MINIMUM DEPTH OF ENGINEERED WOOD SAFETY CHiP PRODUCT OR EQUAL THROUGHOUT PLAY AREA. PROVIDED SAFETY MATS UNDER SWINGS AND AT END OF SLIDES. PROVIDE UNDER DRAINAGE SYSTEM PER MANUFACTURER'S SPECIFICATIONS. TOP OF WALL IS TO BE AT LEVEL OF SURROUNDING PROPOSED GRADE, WALL IS 18" DEEP. EQUIPMENT SHOULD HAVE THE FOLLOWING USE SAFETY ZONES. USE ZONES - A USE ZONE, COVERED WITH A PROTECTIVE SURFACING MATERIAL, IS ESSENTIAL UNDER AND AROUND EQUIPMENT WHERE A CHILD MIGHT FALL. THIS AREA SHOULD BE FREE OF OTHER EQUIPMENT AND OBSTACLES ONTO WHICH A CHILD MIGHT FALL. STATIONARY CLIMBING EQUIPMENT AND SLIDES SHOULD HAVE A USE ZONE EXTENDING A MINIMUM OF 6' IN ALL DIRECTIONS FROM THE PERIMETER OF THE EQUIPMENT. SWINGS SHOULD HAVE A USE ZONE EXTENDING A MINIMUM OF 6' FROM THE OUTER EDGE OF THE SUPPORT STRUCTURE ON EACH SIDE. THE USE ZONE IN FRONT AND BACK OF THE SWING SHOULD EXTEND OUT A MINIMUM DISTANCE OF TWICE THE HEIGHT OF THE SWING AS MEASURED FROM THE GROUND TO THE SWING HANGERS ON SUPPORT STRUCTURE. PLAY AREA WILL NEED ROUTINE MAINTENANCE TO KEEP ITS SAFETY LEVEL AT A MINIMUM, PRODUCTS SHALL MEET CONSUMER PRODUCT SAFETY COMMISSION STANDARDS 6TYPiGAL FENCE Ir ! - --- Axa UzPAR E $ TOI- RAIL E I t tufa OR 11x4 FEN ,E BOARD { I i � r tF - 4x4 PRE55k RE TREATF_P Fa5T .. _ ,2x4 GEVANI. t M ECTTOM RAIL _f%RO'i Er7E SAGE OR 5011 �" y ! i GL.EARANcE RASED ON ; FIN15H eRADE FENCE FO -ST N1 MIMMUM_--411OURIAL�.._.-... "1"42' DIAMETER I ItirJ'3`EaS: ! t. TCGhFr <NOT CEDAR 2. ALL- HAF'D`(A. F- FASTENERS YG BE NON-FERRMS . THE FINf5liep 51DE OF THE FENCE �3HALL FACE THE EXTERIOR OF THE Lo -r 4. PAINT OF, STAIN PAAPKER NEWPORT 5AY M-47,1231 WOODUTE 3002 r>A-rF: i,iwePO 1" WIDE SOFT RUBBER CHAIN LOCK TREE TIE WRAP AROUND EACH STAKE AND TREE PROVIDE 1" CLEARANCE BETWEEN CHAIN LOCK TREE TIE AND TREE TRUNK, 2" DIA. WOOD STAKES STAKE NEXT TO ROOTBALL LAYER OF MULCH PER SPECIFICATIONS 0 , a b FORM 3" WATERING RING AROUND TREE. 2" OUTS 1 TOP 2/3 OF ROOTBALL BACKFILL PER PLANT NOTE Z SOIL BENEATH TREE TO BE TO 85% MAX. DENSITY TREE PIT TO BE THREE TIMES THE DIAMETER OF ROOTBALL SET STAKES PARALLEL TO ADJACENT STREET 12" GREATER THAN ROOTBALL SET TREE 1" ABOVE GRADE AS GROWN IN NURSERY FIRM BACKFILL IN PLACE AND WATER IN WELL SECTION AND FERTILIZER PER SPECIFICATIONS SET AT 1/2" HIGHER THAN GROWN IN NURSERY PLANTING HOLE FIRM BACKFILL IN PLACE AND WATER IN WELL TO BE 12" WIDER THAN ROOTBALL FOR SHRUBS AND 8" WIDER THAN ROOTBALL FOR GROUNDCOVERS DEPTH TO BE SAME AS ROOTBALL OR 12" WHICH EVER IS GREATER it a■K tUff w 1 ■ SECTION N.T.S. ( GAMETIME SADDLE -MATES DUCK #388 WITH #4893 'C' SPRING MOUNT APPROVED EQUAL MUST FIT IN SAFETY ZONE AS SHOWN, VERIFY WITH PLAY EQUIPMENT MANUFACTURER r C` \ \PACIFIC OUTDOOR PRODUCTS 4505 VERIFY WITH PLAY EQUIPMENT SAFETY ZONE WITH MANUFACTURER / PACIFIC OUTDOOR PRODUCTS SS -120 SWING OR APPROVED EQUAL APPROVED EQUAL MUST FIT IN SAFETY ZONE AS SHOWN, VERIFY WITH PLAY EQUIPMENT MANUFACTURER V 1 "=10"-0" NOTE: VERIFY DIMENSIONS OF EQUIPMENT AND SAFETY ZONE PRIOR TO CONSTRUCTION. INSTALL IN CONCRETE FOOTINGS PER MANUFACTURER'S SPECIFICATIONS. CONSTRUCTION NOTES: CONTRACTOR SHALL COMPLETELY FAMILIARIZE THEMSELVES WITH THE PROJECT AS WELL AS ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION ALL BEDS TO BE WEED AND DEBRIS FREE PRIOR TO SOIL PREPARATION. ALL SHRUB BEDS TO BE 8" BELOW FINISHED GRADE TO ALLOW FOR TOPSOIL AND MULCH, LAWN AREAS SHALL BE 4" BELOW GRADE TO ALLOW FOR TOPSOIL. TILUEXCAVATE/LOOSEN SOIL IN PLANTING AREAS TO A DEPTH OF 10". USE ROCK RAKE TO REMOVE ALL ROCKS OVER 1" IN DIAMETER. ADD 2.5" OF COMPOST TO SHRUB AREAS AND TILL TO A DEPTH OF 8", LIGHTLY COMPACT. ADD 3.5" OF 50/50 SAND/COMPOST SOIL MIX TO LAWN AND SHRUB AREAS, TILLING INTO A DEPTH OF 8", LIGHTLY RACK AND COMPACT TO 80% TO PREVENT SETTLING, ALSO CONFORM TO GRADING PLAN. AVOID DISTURBING MAJOR ROOTS OF EXISTING TREES. NOTIFY OWNER IF EXISTING SOIL CONDITIONS WILL PROVE DETRIMENTAL TO PLANT HEALTH, EVEN AFTER SOiL PREP, SUCH AS EXCESSIVE CLAY SOIL, HARDPAN SOIL, POOR DRAINAGE, OR EXCESSIVE GRAVEL. PLANT TREES PER DETAIL #2 THIS SHEET, PLANT SHRUBS PER DETAIL #3 THIS SHEET. BACKFILL WITH NATIVE SOIL AS AMENDED ABOVE, MULCH BEDS AND IN 36" DIAMETER AREA AROUND EACH INDIVIDUAL TREE WITH 2" COMP -MULCH. WATER PLAN I'S IN WELL. CONTRACTOR IS RESPONSIBLE FOR WATERING UNTIL FINAL ACCEPTANCE OF THEIR WORK. AT INDIVIDUALLY PLANTED TREES OUTSIDE OF CONTIGUOUS PLANTING AREAS, STAKE PLANTING LOCATION FOR APPROVAL PRIOR TO CONSTRUCTION, CLEAR AND PREPARE AN AREA 60" IN DIAMETER PER SOIL NOTES ABOVE. PLANT TREE PER DETAIL #2 THIS SHEET. IN AREAS OF A 2:1 SLOPE OR GREATER USE JUTE EROSION CONTROL MATTING, WITH BIODEGRADABLE STAKES AT MANUFACTURE'S RECOMMENDED SPACING. PLANT THROUGH MATTING. HYDROSEED LAWN AREAS WITH BRIAR GROUP RAPID GROW COMPLETE HYDROSEED MIX OR PREMIUM SOD LAWN AT OWNERS OPTION HYDROSEED DETENTION AREA WITH BRIAR GROUP EROSION CONTROL - DETENTION POND MIX. HYDROSEED OVER TRACK WALKED SURFACE, COORDINATE WITH CIVIL AND GEOTECHNICAL ENGINEER. VERIFY WITH HYDROSEED INSTALLER THAT NATIVE GROUND IS FERTILE ENOUGH TO SUPPORT SEED MIX. PROVIDE ALTERNATE COST FOR TILLING 2" OF COMPOST AND COMPACTING TO 85% IF NECESSARY. MULCH TO BE FREE OF GARBAGE AND WEEDS AND MAY NOT CONTAIN EXCESSIVE RESIN, TANNIN, OR OTHER MATERIAL DETRIMENTAL TO PLANT GROWTH GENTLY LOOSEN ROOTS OF CONTAINER STOCK THAT IS ROOTBOUND PRIOR TO PLANTING FERTILIZE WITH BEST-PAKS FERTILIZER, AVAiL. HORIZON 425.828.4554 ONE PACKET PER 1 GALLON, 2 PER 2 GAL, 3 PER 5 gal, 14 PER TREE. EVENLY SPACE PACKS AROUND FOOTBALL 6-8" FROM SOIL SURFACE ALL PLANTS SHALL CONFORM TO AMERICAN STANDARD FOR NURSERY STOCK, ANLA PROVIDE ONE YEAR WARRANTY STARTING FROM DATE OF FINAL ACCEPTANCE COORDINATE ALL WORK WITH GENERAL CONTRACTOR PLANT GROUNDCOVERS A MINIMUM 24" FROM CONCRETE OR ASPHALT SURFACES IF TREE IS 4' OR CLOSER, HORIZONTALLY, FROM UTILITY PIPING OR PAVED SURFACES, INSTALL A 8' BY 24" SHEET OF PLASTIC ROOT BARRIER BETWEEN TREE AND PIPE OR PAVED SURFACE. CENTER 8' SECTION ON TREE TRUNK, SET TOP OF BARRIER AT TOP OF SOIL SURFACE, BELOW MULCH LEVEL. SET AGAINST ADJACENT PAVED SURFACE OR NEAR VICINITY OF UTILITY PIPE. USE NDS SM -20 SHEETING OR SIMILAR PRODUCT, AVAILABLE FRANK J MARTIN COMPANY 206-523-7665 PLANTINGS WILL REQUIRE SUPPLEMENTAL WATER THROUGH AT LEAST THEIR FIRST GROWING SEASON FENCE EL.�vnllvly Play Areti Installation and Maintenance Notes. 1. GENERAL: Provide and install play area equipment and soft surfacing materials per plans, notes and per manufacture's specifications. 2. MATERIALS: Soft Surface Material. Engineered wood fiber shall be a mix of random -sized Western Red Cedar wood particles that have been ground and screened specifically for use as a playground safety surface. Material shall be free from bark, dirt, leaves, or other contaminants, with interlocking fibers that make a matrix capable of supporting wheelchairs, and other assistive devices. Hardwood material will not be considered, due to the susceptibility to decay. A. Manufacturer shall provide impact test results in accordance with current ASTM F1292 Standard Specification for Impact Attenuation of Surface Systems Under and Around Playground Equipment . B. Safety surfacing product must have current IPEMA (international Playground Equipment Manufacturer's Association) testing and certification to be considered in compliance with ASTM F1292 standards. C. Manufacturer must provide proof of ADA accessibility in accordance with ASTM F1961 Standard Specification for Determination of Accessibility of Surface Systems Under and Around Playground Equipment. D. Manufacturer must provide proof of compliance with ASTM F2076 -Standard for Engineered Wood Fiber for Surface Systems Under and Around Playground Equipment. E. Minimum manufacturer's performance warrantee: 10 years Play Equipment. Provide equipment as specified. Confirm availability, current configuration and safety zone layout prior to construction. Notify Owner if current configuration and/or safety zones have changed, and coordinate with Owner/Landscape Architect to adjust play area accordingly, to maintain proper safety zones. A. Equipment shall comply with U.S. Consumer Product Safety Commission's (CPSC) Public Playground Safety Handbook, and ASTM F1487, latest edition. Alternate products proposed must have written IPEMA certification for every component to be considered compliant with ASTM. B. Provide Certificate of manufacturer's product liability insurance for a minimum of $10 million coverage. C. Provide copy of manufacturer's standard warranty. D. Provide plan view of play structure (with safety zones shown), and individual component specifications. 3. INSTALLATION: Soft Surface Material. A. Provide and install approximately 30% additional material to allow for compaction; depth after 30 day compaction period shall be 12" minimum. B. Install (1) layer of polyester geotextile beneath wood fiber surfacing, overlapping edges at least 4". C. Provide and install (1 ) rubber wear mat, (minimum size 1 '/2' thick by 36" square) under each swing seat or slide exit, installed on top of geotextile. D. Install safety surfacing system in accordance with manufacturer's standard installation instructions. E. Installer to provide installation instructions, maintenance instructions, and warrantee information to owner, or owner's representative for permanent record keeping. Play Equipment. A. Install equipment according to manufacturers printed installation instructions and specifications. All concrete footings are to be below Soft Surface Material. If equipment is over a concrete vault, coordinate with Owner, General Contractor, and Vault Lid designer regarding bolt connections to vault lid. Coordinate with vault designer regarding possibility that void areas in vault lid planks under bolts might need to be filled with concrete to provide property depth for bolts. B. Upright posts are to be installed plumb with decks. Decks and accessories to be level. All hardware is to be tight and secure. C. Installation shall be performed by a contractor with at least 3 years experience installing playground equipment, and shall be certified by Equipment Manufacturer to install specified playground equipment. D. Installer shall provide Owner with all installation instructions, parts lists, maintenance instructions, and installation tools, upon completion. Also provide a U.S. Consumer Product Safety Commission's (CPSC) Public Playground Safety Handbook and copies of all ASTM references. 4. MAINTENANCE: A. Owner and all "future operators", i.e. Home Owner's Association are responsible for all necessary maintenance. Owner is responsible for informing all "future operators" of this responsibility. Owner is also responsible for providing all documentation, Handbooks, and ASTM reference materials to "future operators". B. Equipment and surfacing will need continuing maintenance to provide necessary level of safety. A maintenance schedule shall be based on the manufacture's recommendations and the intensity of the use of the play area. At a minimum the play area shall be inspected and maintained quarterly. C. Maintenance shall comply with a U.S. Consumer Product Safety Commission's (CPSC) Public Playground Safety Handbook and ASTM F1487, D. Maintenance shall include, but is not limited to the following; 1. Add soft surface material to maintain fall safety compliance, and replace when necessary. 2. Inspect and repair equipment, including tightening bolts, replace damaged or missing pieces, lubricating moving parts, and maintain surfacing of all equipment. Replace equipment at the end of its life span. 3. Remove from play equipment and from soft surface material any items that would pose a hazard. 4. Keep a log of all installation, inspection, maintenance and repair operations. ti leg =.0 *I x4" POST WITH 45 TOP .CHAMFER, " DADO AND 2 SAW CUTS SURROUNDS, ' O.C., MAXIMUM EQUAL SPACING ^c) 2"x6" TOP AND BOTTOM STRINGERS ONTINUOUS TOP TO REMAIN LEVEL N4" FENCE BOARDS WITH 3j4" 45' CHAMFER TOP ND BOTTOM, ALTERNATE FRONT AND BACK SiDES 1) 2N4' MIDDLE STRINGER CONTINUOUS- "x6" BOTTOM STRINGER CONTINUOUS INISH GRADE ENCE POST CONCRETE FOOTING OMPACT SUB—GRADE 95% SECTION REVISIONS 11-6-13 1-21,-2014 5-1-2014 This landscape plan is diagrammatic, all dimensions are approximate and must be field verified. Q GHA Landscape Architects 2012 GHA Landscape Architects 1417 NE 80th St. SEATTLE, WA 98115 TELE 206.522.2334 FAX 206.526.5667 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT -- N IL - J1BUJCHANAN CERTIFICATE No. 513 DATE: 6-11-13 SCALE: ON PLAN DRAWN BY: NB ►Wir'1 L 1.3 37 of 4pSHEETS WETLAND WETLAND ENHANCEMENT BUFFER ADDITION/ CREATION BUFFER ENHANCEMENT PAPER FILL (WETLAND -AS -BUFFER) BUFFER REDUCTION/ IMPACT TEMPORARY BUFFER IMPACT STREAM STANDARD BUFFER BUFFER POST MITIGATION NGPA SIGN SPILT -RAIL FENCE EXISTING 162ND AVE SE (IMPROVED) WETLAND C CATEGORY 2 APPROX. 7,000 SF (FORESTED, PF01C) rinyl: a I wn aw �Mlll alaimem, = MEMMUMN UP BUFFER ENHANCEMENT 2,545 SF a CLASS 4 STREAM WETLAND A/ CATEGORY APPROX. 7,500 S (FORESTED, PFOl I WETLAND ENHANCEMENT 4,900 SF EWE= 9 0 I ■l I'll ii I i'101`111 ll;p PERMANENT BUFFER IMPACT 4,791 SF milli -0 FITlar'417"Are ADDITION 690 SF TEMPORARY BUFFERIMPACT TO BE RESTOREII: 1,685 SF I 93 f IC41 Woo 2 A 0 N C14 0) 0 0 00 u- 0) Lij a) Q< Lli E E Q - Ile 0 rl 0) IN T -i ANIL 9111L 0% 3 < z lom U-1 AF"F x 5CAL 1 50' 0 50 100 M1 z z cf- Lij _j LL Z u— Z 0 0 P- z LIJ 0 = x z 0 < TZ 0 or_ z LLJ M1 0 PLANT INSTALLATION GUIDELINES Compacted topsoil Prune diseased and water thoroughly. broken branches fertilize as req'd Water basin with 3-4" of mulch Planting hole min. twice size of root ball SHRUB PLANTING DETAIL o Ca e Planting pit min. twice size of root ball 6" TREE PLANTING DETAIL No Scale No Scale APPROXIMATE 4' LONG X.5" DIAMETER WHIPS INSTALLED THROUGH PVC PIPE PIPE REMOVED OVER WHIPS AFTER INSTALLATION 4" - 8" QUARRY SPALLS APPROXIMATELY - 12" DEEP ---tee -NORTH — SCale 1" =10' Q 10 20 i Prune diseased and broken branches Lath stakes driven securely in to the ground Water basin with 3-4" mulch Unglazed planting pit surface 1/2 topsoil. 1/2 native soil, water thoroughly, fertilize 2" DIAMETER PVC PIPE 2' LONG INSTALLED PRIOR TO PLACEMENT OF QUARRY SPALLS D D b D � D C G D p D D D y D o NATIVE SOIL PREPARED TO ENGINEERS SPECS qSensitive Area Signs Per g -01 City of Renton Standards Chamber Top of Post 45 Degrees 6x6" Split Cedar Post To A Depth of 1" On All four Sides 2x6" Split Cedar Rails � q' - ` Attach Pre -Printed r Metal Sign To Post o With Two 5/8" Dia. Galvanized b Carriage Bolts M ZD Pitch Surface to Drain i I j Finish Elevation i Concrete Footing Backfill With Native Soil .,.. a q" Compacted Granular Sub -base t ^ 12" Post Connection SPLIT -RAIL FENCE WITH SENSITIVE AREA SIGNS Fence arid sign detail provided by the City of Renton iiw Serol Conunon Name Latin Naffi@ Douglas fir Aveudotsuga menziesii Western Red Cedar Azy;7plieata Big leaf maple Acer macrophyllum Salmonberry Rubes speetab&l - Y' Osoberry Oemleria eerasaformis Snowberry Symphoricarpos albus Baldhip rose Rosagymnocarpa Black hvinberry Lonicera involucrata Red osier dogwood Cornus serieea Pacific willow .Salix lucida Sitka willow Salix sitchensi v G-7-119 Lady fern Athyriumfelixfemina Slough sedge Carex obnupta t'�sr ct g � ..-+ �r t tra ! 4 +j3i." 3 a LD O N LO O r rr Y O E tC3 m Z Q 0 W Uwe" ot Lo W �C�7m ¢ar- Cf)( f) W LN Lr)�ne�'t OW _iX > W Q O'1 W H LL O N N it Uj Z O7 > 00 Q 0Jm(77 w 0 (1) ¢_Ile_j cr � woEE a ¢ o O rl 0) N rl JIM ■. LLJ 0 10 (29 i LLJ U) LLJ LL Z •i LIJ r • 1 0 M2 d' O CV 6 N d' O N N SHEET 1 OF 4 LUA 111-001417 LND 10-0519 DEDICATION LIBERTY GARDENS SE 1/4, SE 1/4 SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., CITY OF RENTON, KING COUNTY, WASHINGTON 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 AND CONVEY 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, PEDESTRIAN ACCESS, 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 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 RENTON, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY THE CITY OF RENTON. FURTHER THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDE WAIVE FOR THEMSELVES THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD THE CITY OF RENTON, ITS SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY DAMAGE INCLUDING ANY COST OF DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB -SURFACE WATER FLOWS WITHIN THIS SUBDIVISION. PROVIDED, THIS WAIVE AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING THE CITY OF RENTON, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN THE WHOLE OR IN PART FROM THE NEGLIGENCE OF THE CITY OF RENTON, ITS SUCCESSORS, OR ASSIGNS. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF, WE SET OUR HANDS AND SEALS: SSHI LLC, A DELAWARE LIMITED LIABILITY COMPANY, DBA DR HORTON BY: SHLR OF WASHINGTON INC, A WASHINGTON CORPORATION, IT'S MANAGER BY: TIA BROTHER ON HEIM ITS: VICE PRESID NT ACKNOWLEDGEMENTS STATE OF WASHINGTON COUNT OF K -i Nlo% ? SS I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT TIA BROTHERTON HEIM IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT SHE SIGNED THIS INSTRUMENT, ON OATH STATED SHE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGE IT AS THE VICE PRESIDENT OF SSHI, LLC. TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED: PAOIr(j IT 2015 SIGNATURE• PRINT NAME•• 1<o�'Lt.2Y1 V\•2 SiPC�-S NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON - 1r - MY COMMISION EXPIRES: O(fl 2 2 2 a _ l RECORDIN FILED FOR f IN BOOK OF MANAGER CONFORMED COPY 20150326®00915 CITY OF RENTON PLAT 138.00 PAGE -001 OF 004 03/26/2015 13:45 r M. (IS SURVEYING AND MAPPING INC. SUPERINTENDENT OF RECORDS CITY OF RENTON APPROVALS CITY OF RENTON PUBLIC WORKS DEPARTMENT n EXAMINED AND APPROVED THIS r DAY OF MA AC 1-1 2015 e - ))d" C7 WAI.& ADMINISTR OR CITY OF RENTON MAYOR EXAMINED AND APPROVED THIS DAY OF f`. .2015 MAYOR CITY CLERK ,y EXAMINED AND APPROVED THIS �c 't DAY OF a A �YAP CITY CLERK ' � CITY OF RENTON FINANCE ADMINISTRATOR I HEREBY CERTIFY THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS A0"9` I'XT BALL SPECIAL ASSESSMENTS CERTIFIED TO THE CITY TREASURER FOR COLLECTION ON ANY PROPERTY HEREIN CONTAINED DEDICATED FOR TREETS, ALLEYS OR OTHER PUBLIC USES ARE PAID IN FULL. THIS DAY OF 2015 FINANLE-ADMKSTRATOR KING COUNTY APPROVALS KING COUNTY DEPARTMENT OF ASSESSMENTjtll"" EXAMINED AND APPROVED THIS DAY OF201 n KING COUNTY AS ESSOR tlntr_ r nccIcc..o ACCOUNT NUMBER: 1457500145 & 14575001 KING COUNTY FINANCE DIVISION CERTIFICATE I HtKLbY CEK IIFY 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 FOF ANY OTHER PUB C USE A E PAID IN FULL. THIS DAY OF 2015 r JOA e j 660% MANAGER, KING OUNTY NANCE DIVISION DEPUTY • SURVEYORS CERTIFICATE I, STEPHEN H. PHILLIPS JR, HEREBY CERTIFY THAT THIS PLAT OF LIBERTY GARDENS IS BASED ON AN ACTUAL SURVEY IN SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON; THAT THE COURSES AND DISTANCES ARE SHOWN CORRECTLY HEREON, THAT THE MONUMENTS WILL BE SET AND THE LOTS CORNERS STAKED CORRECTLY ON THE GROUND, AND THAT HAVE FULLY COMPLIED WITH THE PROVISIONS OF THE PLATTING REGULATIONS. �7 H. PHILLIPS JR, OAT / RTIFICATE NO. 49916 SE 1/4, SE 1/4 SEC. 14, TWP. 23 N., RGE. 5E., W.M., CITY OF RENTON, KING COUNTY, WASHINGTON SHEET 2 OF 4 LUA 14-001417 LND 10-0519 LIBERTY GARDENS SE 1/4, SE 1/4 SECTION 14, TOWNSHIP 23 NORTH, RANGE S EAST, W.M., CITY OF RENTON, KING COUNTY, WASHINGTON LEGAL DESCRIPTIONS TRACTS 5 AND 6, BLOCK 4, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 91, RECORDS OF KING COUNTY, WASHINGTON. DRAINAGE NOTES ALL DRAINAGE EASEMENTS WITHIN THIS PLAT, NOT SHOWN AS "PRIVATE" ARE HEREBY GRANTED AND CONVEYED TO THE CITY OF RENTON. A MUNICIPAL CORPORATION, FOR THE PURPOSES 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 PURPOSES OF INSPECTING, OPERATING, MAINTAINING, REPAIRING AND IMPROVING THE DRAINAGE FACILITIES CONTAINED THEREIN. NOTE: EXCEPT FOR THOSE 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 OWNERS(S). 1 THE PRIVATE DRAINAGE EASEMENT SHOWN ON LOTS 3 AND 4 IS FOR THE BENEFIT OF LOTS 2 AND 3. 2 THE PRIVATE DRAINAGE EASEMENT SHOWN ON LOTS 5, 6 AND 7 IS FOR THE BENEFIT OF LOTS 6, 7 & 8. 3 THE PRIVATE DRAINAGE EASEMENT SHOWN ON LOT 10 IS FOR THE BENEFIT OF LOT 11. 4 THE PRIVATE DRAINAGE EASEMENT SHOWN ON LOTS 13 AND 14 IS FOR THE BENEFIT OF LOTS 12 AND 13. 5 THE PRIVATE DRAINAGE EASEMENT SHOWN ON LOT 16 IS FOR THE BENEFIT OF LOT 15. 6 THE PRIVATE DRAINAGE EASEMENT SHOWN ON LOT 18 IS FOR THE BENEFIT OF LOT 17. 7 THE PRIVATE DRAINAGE EASEMENT SHOWN ON LOTS 22 AND 23 IS FOR THE BENEFIT OF LOTS 21 AND 22. 8 THE PRIVATE DRAINAGE EASEMENT SHOWN ON LOT 25 IS FOR THE BENEFIT OF LOT 24. 9 THE PRIVATE DRAINAGE EASEMENT SHOWN ON LOT 26 IS FOR THE BENEFIT OF LOT 27. 10 THE PRIVATE DRAINAGE EASEMENT SHOWN ON LOT 29 IS FOR THE BENEFIT OF LOT 28. 11 THE PRIVATE DRAINAGE EASEMENT SHOWN ON LOT 29 IS FOR THE BENEFIT OF LOT 30. 12 THE PRIVATE DRAINAGE EASEMENT SHOWN ON RECREATION TRACT, LOT 31 AND 33 IS FOR THE BENEFIT OF LOTS 31, 32 AND 33, THE PRIVATE DRAINAGE EASEMENT SHOWN ON LOT 34 IS FOR THE BENEFIT OF LOT 35. 014 THE PRIVATE DRAINAGE EASEMENT SHOWN ON LOT 22-25 IS FOR THE BENEFIT OF LOT 21-30. * PRIVATE DRAINAGE EASEMENT: THE OWNER(S) OF PRIVATE PROPERTY WITHIN THIS PLAT ENCUMBERED WITH DRAINAGE EASEMENTS SHOWN AS "PRIVATE" HEREBY GRANT AND CONVEY TO THE CITY OF RENTON, A MUNICIPAL CORPORATION, THE RIGHT BUT NOT THE OBLIGATION TO CONVEY OR STORE STORM AND SURFACE WATER PER ENGINEERING PLANS APPROVED FOR THE 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 OBSERVING THAT THE OWNER(S) ARE PROPERLY OPERATING AND MAINTAINING THE DRAINAGE FACILITIES CONTAINED WITHIN SAID DRAINAGE EASEMENT AND ARE HEREBY REQUIRED TO OBTAIN ANY REQUIRED PERMITS FROM THE CITY OF RENTON OR ITS SUCCESSORS AGENCY, PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES PONDS, ETC.) OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES CONTAINED WITHIN SAID DRAINAGE EASEMENT. COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNER(S) OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. * THE CITY OF RENTON SHALL HAVE THE RIGHT TO ENTER THE PRIVATE DRAINAGE EASEMENTS SHOWN HEREON TO REPAIR ANY DEFICIENCIES OF THE DRAINAGE FACILITY IN THE EVENT THE OWNER(S) IS/ARE NEGLIGENT IN THE MAINTENANCE OF THE DRAINAGE FACILITIES. THESE REPAIRS SHALL BE AT THE OWNER(S) COST. EASEMENT PROVISIONS 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. 1 AN EASEMENT IS HEREBY RESERVED AND GRANTED AND CONVEYED TO THE CITY OF RENTON, PUGET SOUND ENERGY COMPANY, CENTURY LINK, COMCAST, KING COUNTY WATER DISTRICT 90, AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON THE EXTERIOR 10 FEET OF ALL LOTS AND TRACTS, PARALLEL WITH AND ADJOINING THE EXISTING OR PROPOSED PUBLIC RIGHT-OF-WAY, LOTS 12 THROUGH 20 SHALL HAVE A 2 FOOT EASEMENT FRONTING 164TH AVENUE SOUTHEAST., 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 EASEMENT AREAS 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 ALL SANITARY SEWER EASEMENTS NOT SHOWN AS PRIVATE ARE HEREBY CONVEYED TO THE CITY OF RENTON FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH SEWER SERVICE. 3 ALL STORM DRAINAGE EASEMENTS NOT SHOWN AS PRIVATE ARE HEREBY CONVEYED TO THE CITY OF RENTON FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH STORM DRAINAGE SERVICE. 4, ALL WATER EASEMENTS NOT SHOWN AS PRIVATE ARE HEREBY CONVEYED TO KING COUNTY WATER DISTRICT 90 FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH WATER SERVICE. THE 10 FOOT LANDSCAPE EASEMENT SHOWN ON LOTS 1 AND 11 IS HEREBY GRANTED AND CONVEYED TO THE LIBERTY GARDENS HOMEOWNERS ASSOCIATION FOR LANDSCAPING. SAID HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF SAID LANDSCAPING WITHIN SAID EASEMENT. THE 2.5 FOOT LANDSCAPE EASEMENT SHOWN ON LOTS 12 THROUGH 20 IS HEREBY GRANTED AND CONVEYED TO THE LIBERTY GARDENS HOMEOWNERS ASSOCIATION FOR LANDSCAPING. SAID HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF SAID LANDSCAPING WITHIN SAID EASEMENT. THE 10 FOOT PUBLIC STORM EASEMENT OVER LOT 19 IS FOR THE PUBLIC BENEFIT FOR STORM DRAINAGE. THE CITY OF RENTON SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PUBLIC STORM FACILITIES DRAINAGE FACILITIES. THE PUBLIC SEWER SANITARY EASEMENT OVER LOT 33 AND RECREATION TRACT IS FOR THE PUBLIC BENEFIT FOR SANITARY SEWER FACILITIES. THE CITY OF RENTON SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PUBLIC SANITARY SEWER FACILITIES. 9� THE 10 FOOT PRIVATE SANITARY SEWER EASEMENT SHOWN ON LOT 36 IS FOR THE BENEFIT OF LOTS 35 FOR PRIVATE SANITARY SEWER FACILITIES. THE OWNERS OF SAID LOT 35 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE SANITARY SEWER FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE SANITARY SEWER FACILITIES USED IN COMMON WITHIN SAID EASEMENT. 10 THE LANDSCAPE MONUMENT EASEMENT AS SHOWN ON LOT 35 IS HEREBY GRANTED AND CONVEYED TO THE LIBERTY GARDENS HOMEOWNERS ASSOCIATION FOR LANDSCAPING. SAID HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF SAID LANDSCAPING WITHIN SAID EASEMENT. TITLE NOTES TITLE COMMITMENT BY FIRST AMERICAN TITLE INSURANCE COMPANY, ORDER #2330876, DATED OCTOBER 02, 2014 4.) ANY AND ALL OFFERS OF DEDICATION, CONDITIONS, RESTRICTIONS, EASEMENTS, BOUNDARY DISCREPANCIES OR ENCROACHMENTS, NOTES AND/OR PROVISIONS SHOWN OR DISCLOSED BY SHORT PLAT OR PLAT OF CEDAR PARK FIVE ACRE TRACTS RECORDED IN VOLUME 15 OF PLATS, PAGE(S) 91. 5.) PERTAINS TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "CITY OF RENTON, WASHINGTON ORDINANCE NO. 5465" RECORDED NOVEMBER 5, 2009 AS RECORDING NO. 20091105000541 OF OFFICIAL RECORDS. 6.) RESERVATIONS AND EXCEPTIONS, INCLUDING THE TERMS AND CONDITIONS THEREOF, RESERVING MINERALS. RESERVED BY DRH, ENERGY, INC., A COLORADO CORPORATION RECORDED UNDER RECORDING NO. 20130214001080. PLAT NOTES 1 THE ARTICLES OF INCORPORATION FOR LIBERTY GARDENS HOMEOWNERS ASSOCIATION IS ON FILE WITH THE STATE OF WASHINGTON IN OLYMPIA. MEMBERSHIP IN THE LIBERTY GARDENS HOMEOWNER'S ASSOCIATION AND PAYMENT OF DUES OR OTHER ASSESSMENT SHALL REMAIN AN APPURTENANCE TO AND INSEPARABLE FROM EACH LOT. 2 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. Q3 TRACT "A" IS A PRIVATE ACCESS TRACT AND IS HEREBY GRANTED AND CONVEYED TO THE LIBERTY GARDENS HOMEOWNERS ASSOCIATION UPON THE RECORDING OF THIS PLAT FOR OWNERSHIP AND MAINTENANCE. AN EASEMENT IS HEREBY GRANTED TO THE CITY OF RENTON OVER THE ENTIRE TRACT "A" FOR MAINTENANCE OF THE STORM DRAINAGE FACILITIES WHICH LIE WITHIN. Q4 TRACT "B" IS A STORM DRAINAGE TRACT; UPON THE RECORDING OF THIS PLAT, TRACT "B" IS HEREBY GRANTED AND CONVEYED TO THE LIBERTY GARDENS HOMEOWNER'S ASSOCIATION (HOA). AN EASEMENT IS HEREBY GRANTED AND CONVEYED TO THE CITY OF RENTON OVER, UNDER, AND ACROSS TRACT "B" FOR THE PURPOSE OF CONVEYING, STORING, MANAGING AND FACILITATING STORM AND SURFACE WATER PER THE ENGINEERING PLANS ON FILE WITH THE CITY OF RENTON. THE CITY OF RENTON HAS THE RIGHT TO ENTER SAID STORM WATER EASEMENT FOR THE PURPOSE OF INSPECTING, OPERATING, MAINTAINING, IMPROVING, AND REPAIRING ITS DRAINAGE FACILITIES CONTAINED THEREIN. ONLY THE CHAIN LINK FENCE, FLOW CONTROL, WATER QUALITY TREATMENT AND CONVEYANCE FACILITIES WILL BE CONSIDERED FOR FORMAL ACCEPTANCE AND MAINTENANCE BY THE CITY. MAINTENANCE OF ALL OTHER IMPROVEMENTS AND LANDSCAPING ON SAID TRACT "B" SHALL BE THE RESPONSIBILITY OF THE HOA. IN THE EVENT THAT THE HOA IS DISSOLVED OR OTHERWISE FAILS TO MEET ITS PROPERTY TAX OBLIGATIONS, AS EVIDENCE BY NON-PAYMENT OF PROPERTY 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 "B" PREVIOUSLY OWNED BY THE HOA AND HAVE THE ATTENDANT FINANCIAL AND MAINTENANCE RESPONSIBILITIES. Q5 TRACT "C" IS FOR RECREATION PURPOSES ONLY FOR THE BENEFIT OF ALL THE LOT OWNERS IN THIS PLAT. EACH LOT OWNER IN THIS PLAT LOTS (1 THROUGH 36 INCLUSIVE) SHALL HAVE AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT "C". THE LIBERTY GARDENS HOMEOWNER'S ASSOCIATION. SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT "C". HOWEVER, SHOULD THE HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN TRACT "C" THEN LOT OWNERS OF ALL THE LOTS 1 THROUGH 36 SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT "C". Q6 TRACT "D" IS GRANTED AND CONVEYED TO THE LIBERTY GARDENS HOMEOWNERS ASSOCIATION UPON THE RECORDING OF THIS PLAT FOR CRITICAL AREA PURPOSES. THE TRACT "D" IS SUBJECT TO A N.G.P.A. EASEMENT AS NOTED BELOW. THE LIBERTY GARDENS HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT AND OTHER IMPROVEMENTS CONTAINED THEREIN. IN THE EVENT THAT THE HOA IS DISSOLVED OR OTHERWISE FAILS TO MEET ITS PROPERTY TAX OBLIGATIONS, AS EVIDENCE BY NON-PAYMENT OF PROPERTY 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 "D" PREVIOUSLY OWNED BY THE HOA AND HAVE THE ATTENDANT FINANCIAL AND MAINTENANCE RESPONSIBILITIES. 7 ALL UTILITY EASEMENTS (UE) ARE HEREBY RESERVED EQUALLY TO ALL UTILITIES, BOTH PUBLIC AND PRIVATE, FOR OWNERSHIP AND MAINTENANCE PURPOSES. ALSO SEE "EASEMENTS AND RESERVATIONS", ON THIS PAGE. 8 ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS #R-3723 ON FILE WITH THE CITY OF RENTON. THIS PLAT SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. FOR THOSE LOTS THAT ARE DESIGNATED FOR INDIVIDUAL LOT INFILTRATION SYSTEMS, THE SYSTEM SHALL BE CONSTRUCTED AT THE TIME OF THE BUILDING PERMIT AND SHALL COMPLY WITH PLANS ON FILE. Q9 ACCESS FOR LOT 11 SHALL BE LIMITED TO S.E. 140TH STREET ONLY. THERE SHALL BE NO DIRECT VEHICULAR ACCESS TO OR FROM 164TH AVENUE S.E. WHICH ABUT IT. A ACCESS FOR LOTS 12 THROUGH 20 SHALL BE LIMITED TO TRACT "A" AND 163RD PLACE S.E. ONLY. THERE SHALL BE NO DIRECT VEHICULAR ACCESS TO OR FROM 164TH AVENUE S.E. FROM THOSE LOTS WHICH ABUT IT. Al ACCESS FOR LOTS 1, 33 AND 36 SHALL BE LIMITED TO 163RD AVENUE S.E. AND S.E. 140TH STREET ONLY. THERE SHALL BE NO DIRECT VEHICULAR ACCESS TO OR FROM 162ND AVENUE S.E. FROM THOSE LOTS WHICH ABUT IT. 12 RECORDING JG WITHIN T a®L I� U J�uC C9�V TS CONDITIONS AND RESTRICTIONS, KING COUNTY THE PUBLIC SANITARY SEWER EASEMENT WITHIN LOT 33 AND TRACT „C„ IS HEREBY GRANTED TO THE CITY OF RENTON FOR MAINTENANCE OF THE PUBLIC SEWER FACILITIES WHICH LIE WITHIN THE EASEMENT AREA. THE LANDSCAPE EASEMENT OVER LOT 36 FOR A ENTRANCE MONUMENT SHALL BE MAINTAINED BY THE LIBERTY GARDENS HOMEOWNERS ASSOCIATION. NATIVE GROWTH PROTECTION AREA (N.G.P.A.) NOTE THE NATIVE GROWTH PROTECTION AREA IDENTIFIES THE WETLAND AND BUFFER AREA. THE CREATION OF THE NATIVE GROWTH PROTECTION AREA CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE EASEMENT AREA. THIS INTEREST SHALL BE FOR THE PURPOSE OF PRESERVING NATIVE VEGETATION FOR THE CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, VISUAL AND AURAL BUFFERING, AND PROTECTION OF PLANT AND ANIMAL HABITAT. THE NATIVE GROWTH PROTECTION AREA IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE AREA ENFORCEABLE ON BEHALF OF THE PUBLIC BY THE CITY OF RENTON, TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE AREA. THE VEGETATION WITHIN THE N.G.P.A. MAY NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED, TRACTS ENCUMBERED MAY NOT BE SOLD SEPARATELY WITHOUT EXPRESS WRITTEN PERMISSION FROM THE CITY OF RENTON. THE RIGHT OF ENTRY GRANTED HEREIN SHALL APPLY TO THE AGENTS, REPRESENTATIVES AND EMPLOYEES OF THE OWNERS OF SUBSEQUENT OWNERS OF THE UNDERLYING PROPERTY. REFERENCES R1 BOUNDARY SURVEY FOR THE ESTATE OF DONALD W. NELSON RECORDED IN VOLUME 93, PAGE 280, RECORDS OF KING COUNTY WASHINGTON. R2 PLAT OF CAVALLA, RECORDED IN VOLUME 263, PAGE(S) 41-43, RECORDS OF KING COUNTY WA. R3 PLAT OF CEDAR PARK FIVE ACRE TRACTS, RECORDED IN VOLUME 15, PAGE 91, RECORDS OF KING COUNTY WASHINGTON. R4 PLAT OF LIBERTY LANE, RECORDED IN VOLUME 113, PAGE(S) 20-21, RECORDS OF KING COUNTY WA. R5 PLAT OF SADDLEBROOK, RECORDED IN VOLUME 263, PAGE(S) 55-58, UNDER RECORDING NUMBER 20131016002039, RECORDS OF KING COUNTY WASHINGTON. R6 PLAT OF LIBERTY GROVE, RECORDED IN VOLUME 241, PAGE(S) 26-28, UNDER RECORDING NUMBER 20070530000037, RECORDS OF KING COUNTY WASHINGTON. SE 1/4, SE 1/4 SEC. 14, TWP. 23 N., RGE. 5E., W.M., CITY OF RENTON, KING COUNTY, WASHINGTON SHEE 1' 3 OF 4 LUA 14-001417 LND 10-0519 irl SE 1/4, SE 1/4 SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., CITY OF REIN TONI KING COUNTY, WASHINGTON CALC INTX SE 128TH ST & el:z148TH AVE SE (R2) CITY OF RENTON MON. NO. 1852 NSR, 6 lCcJ�2�8v \R9• GRAPHIC SCALE 200 100 0 200 400 1" = 200' HORIZONTAL DATUM HELD A BASIS OF BEARINGS OF NORTH 00'20'38" EAST ALONG THE MONUMENTED SOUTH HALF OF THE EAST LINE OF SECTION 14. GPS/CONVERSION NOTES LOCATED: WASHINGTON STATE PLANE NORTH ZONE COMBINED SCALE FACTOR = 0.99998701932. THE INITIAL COORDINATE CONVERSION WAS PERFORMED USING THE LEICA GEO OFFICE PROGRAM VERSION 4.0. PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD MEASURED UTILIZING GLOBAL POSITIONING SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA SYSTEM 1200 EQUIPMENT. MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE TIED INTO THE CONTROL POINTS UITLIZING LEICA ELECTRONIC 1201 TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WACS 332-130-080/090, DIMENSIONS ARE IN FEET, FOUND PUNCH MARK ON 3/8" BRASS PLUG IN CONC MON IN CASE, DOWN 1.4' INTX. 164TH AVE SE & SE 128TH ST (5/29/14) CALL INTX SE \ 2ND ST & UNION AVE CITY OF RENTON MON NO. 478 CALCULATED POSITION PER R2 14 23 N (7� U r� J �✓ 1 Q N �� w Lo `: rn 10(o (D N N to W O rno i7 N r^1 O 0 N88'00'16"W 653.18'CALC (N87'58'39"W 653,12 R2) CALCULATED POSITION PER R2 HELD FOUND TK IN LEAD IN CONC MON IN CASE, DOWN 0.65' 0 INTX. 162ND AVE SE & SE 137TH PLACE (5/29/14) FOUND 1/2" REBAR AND CAP, LS# BCE 45789 0.1'S. X 0.3'E. (5/21/14) VOLUME: PAGE: 11 12 HELD FOUND PUNCH MARK ON EXTREMELY WORN 3" BRASS 1t4' 3 SURFACE DISC, f 10' EAST OF INTX. 164TH AVE SE & SE 128TH ST M (5/29/14) 00 ro cD p N Z S.E. 136TH ST CALCULATED N88'03'08"W 653.32'CALC POSITION (N88'01'31 "W 653.09' R2) 14 PER R2 CALCULATED 113 POSITION PER R2 N Lo (D' AREA (SQ. FT.) LOT U• LOT AREA (SQ. FT.) SE 136TH ST J < # LO . \ U U TOTAL MAX IMPERV.* Q o HELD FOUND PUNCH MARK IN 1 # TOTAL U SE 136TH ST W� U � 04 3,317 IN CASE, DOWN 0.45' C/4 6,013 3,608 (6 5,000 144TH ST. 1 2 in 128.41'CALCS 3,009 N88'05'56"W 525.00'PLAT 6,076 CALCULATED O (525.1 4,660 POSITION SE 3RD PL 3,000 W SE 137TH PL N ��U�`� LL0EF,9-'YLLnAHI r< 5,845 3,507 21 SE 4TH PL Q Q VOL. 113, M2 -21 -J -" o SE 138TH PL O - N88'10'51"W 623.55'CALC o r� 13 5,500 SE 5TH PL0)� (623.39' R2) N 3,000 31 5,500 3,300 5 SE 141STCD ST 3,011 z o 5,502 3,301 m 5,000 3,000 32 5,500 3,300 6 5,021 3,013 15 5,004 > > 5,000 SI TE f1 11,310 5,090 7 5,022 3,013 rn m 5,613 W m 25 3,496 � M m 3,412 8 6,029 3,617 17 5,821 m 26 5,826 3,496 35 5,711 > 9 5,025 3,015 18 5,544 3,326 1 27 1 5,000 3,000 SE 143RD ST 7,046 1 4,228 cn SE 144TH ST m rr SE 144TH ST m�� �� m rn� FOUND PUNCH MARK ON 3/8" BRASS PLUG IN CONC MON IN CASE, DOWN 1.4' INTX. 164TH AVE SE & SE 128TH ST (5/29/14) CALL INTX SE \ 2ND ST & UNION AVE CITY OF RENTON MON NO. 478 CALCULATED POSITION PER R2 14 23 N (7� U r� J �✓ 1 Q N �� w Lo `: rn 10(o (D N N to W O rno i7 N r^1 O 0 N88'00'16"W 653.18'CALC (N87'58'39"W 653,12 R2) CALCULATED POSITION PER R2 HELD FOUND TK IN LEAD IN CONC MON IN CASE, DOWN 0.65' 0 INTX. 162ND AVE SE & SE 137TH PLACE (5/29/14) FOUND 1/2" REBAR AND CAP, LS# BCE 45789 0.1'S. X 0.3'E. (5/21/14) VOLUME: PAGE: 11 12 HELD FOUND PUNCH MARK ON EXTREMELY WORN 3" BRASS 1t4' 3 SURFACE DISC, f 10' EAST OF INTX. 164TH AVE SE & SE 128TH ST M (5/29/14) 00 ro cD p N Z S.E. 136TH ST CALCULATED N88'03'08"W 653.32'CALC POSITION (N88'01'31 "W 653.09' R2) 14 PER R2 CALCULATED 113 POSITION PER R2 N Lo (D' AREA (SQ. FT.) LOT U• LOT AREA (SQ. FT.) � J < # LO . \ U U TOTAL MAX IMPERV.* Q o HELD FOUND PUNCH MARK IN 1 # TOTAL U 00 3/4" BRASS DISC IN CON MON W� U � 04 3,317 IN CASE, DOWN 0.45' C/4 6,013 3,608 (6 5,000 144TH ST. 1 2 in 128.41'CALCS 3,009 N88'05'56"W 525.00'PLAT 6,076 CALCULATED O (525.1 4,660 POSITION 5,000 3,000 W 5,017 3,010 N ��U�`� LL0EF,9-'YLLnAHI r< 5,845 3,507 21 5,989 Q Q VOL. 113, M2 -21 -J -" o � 3,722 1 - N88'10'51"W 623.55'CALC o r� 13 5,500 3,300 (623.39' R2) 5,000 3,000 31 Gel a��p C� ��g a p� pd pap o p`� OD C° T -%A3 3 -iI NJ� N FOUND 1/2" REBAR AND CAP, 'n LS# BCE 45789 0.1'S. (5/21/14) FOUND 1/2" REBAR AND CAP, LS# BCE 45789 ON LINE (5/21 /14) N88'20'32"W 593.79' (594.05' R1) E o r 00 Z � W o Lo (D' AREA (SQ. FT.) LOT AREA (SQ. FT.) LOT AREA (SQ. FT.) LOT AREA (SQ. FT.) # LO 5 # TOTAL MAX IMPERV.* C) TOTAL MAX IMPERV.* # TOTAL to M FLO 1 6,124 W� U � 5,529 3,317 19 6,013 3,608 28 5,000 U 2 5,015 3,009 co 6,076 3,646 O 7,766 4,660 29 5,000 3,000 W W VICINITY MAP00 2T o 0 1" = 1000' W 04 o O \ Z LOT 6 0 Z (N89' 5'30"W 594.15' R1) N88 9'33"W 594.04' MELD FOUND 1/2- REBAR & CAP, LS# BCE 45789 0.1'E. (5/21/14) I FOUND 1 1/2" O.D. _ m I.P. 0.1'N. (5/21/14) � 1 HELD FOUND PUNCH ON BRASS DISC IN FOUND 1/2" REBAR INCONC MON IN CASE, CONC W/ DECAPITATED DOWN 0.3' (5/29/14) CAP ON LINE (5/21/14) FOUND 1/2" REBAR IN CONC W/ v BROKEN CAP 0.1'N. (5/21/14) z 1i ¢ c U 90. � o O6 N. ? • �yFgS i--- u-) ;�j �2 Lu U Q co q.w ao O U' `CA\C�2� \ �N � W. 10 O N Z c(D NIL O Z cD .. O cD z �\ 4ON N88'38'53"W N88'39'22"E CALC/N88'37'45"E (R2) 1309.11' 1 654.30'CALC (654.33' R2) N88'38'53"W 654.30'CAL 217.3$' -� ! 3 654.26' R1)(654.33' R2HELD FOUND 1/8" BRASSPLUG IN CONC (217.42 PLAT - - MON IN CASE, DOWN 1.4' 6 25 14 FOUND PUNCH MARK ON N88'38'53"W 1308.61' (//)1/4" BRASS PLUG IN CALC POSI110N 4 4"X4'• CONC MON IN CASE, PER R2 HELD SOUTHEAST SECTION CODOWN 1.0' (6/24/14) 14 A 14-23-5 '1938' FOUND PUNC LOT BMP TABLE LOT AREA (SQ. FT.) LOT AREA (SQ. FT.) LOT AREA (SQ. FT.) LOT AREA (SQ. FT.) # TOTAL MAX IMPERV.* # TOTAL MAX IMPERV.* # TOTAL MAX IMPERV.* # TOTAL MAX IMPERV.* 1 6,124 3,674 10 5,529 3,317 19 6,013 3,608 28 5,000 3,000 2 5,015 3,009 11 6,076 3,646 20 7,766 4,660 29 5,000 3,000 3 5,017 3,010 12 5,845 3,507 21 5,989 3,593 30 6,203 3,722 4 5,018 3,011 13 5,500 3,300 22 5,000 3,000 31 5,500 3,300 5 5,019 3,011 14 5,502 3,301 23 5,000 3,000 32 5,500 3,300 6 5,021 3,013 15 5,004 3,002 24 5,000 3,000 33 11,310 5,090 7 5,022 3,013 16 5,613 3,368 25 5,826 3,496 34 5,687 3,412 8 6,029 3,617 17 5,821 3,493 26 5,826 3,496 35 5,711 3,427 9 5,025 3,015 18 5,544 3,326 1 27 1 5,000 3,000 36 7,046 1 4,228 •� � �Uur- Rt I-UNINU MRA lWtKViw5 AREA: 101 IMPERVIOUS AREA REDUCTION BMP: LOT AREA < 9,076 SQUARE FEET = 701 LOT AREA < 9,076 SQUARE FEET = 601 LOT AREA > 9,076 SQUARE FEET = 551 LOT AREA > 9,076 SQUARE FEET = 451 •JL H ST 3" BRASS DISC IN CONC MON IN CASE, DOWN 1.15' ® INTX. 164TH SINGLE FAMILY BMPS AVE SE & SE 144TH ST (5/21/14) SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON THE LOTS CREATED BY THE SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST MANAGEMENTS PRACTICES STIPULATED IN THE APPROVED DRAINAGE STUDY AND PLANS NO. R372301 ON FILE WITH THE CITY OF RENTON AND AS LISTED IN THE TABLE (LEFT) WELL AS ANY DECLARATION OF COVENANTS AND GRANTS OF EASEMENTS RECORDED HEREON. BMP KNOWN AS RESTRICTIVE FOOT PRINT IS PROVIDED ON ALL LOTS. SE 1/4, SE 1/4 SEC. 14, TWP. 23 N., RGE. 5E., W.M., CITY OF RENTON, KING COUNTY, WASHINGTON wvww. axismap. COM aurwCy at mapping 15241 NE 90th St. REDNIOND, WA 98052 TEL. 425.823-5700 FAX 425.823-6700 JOB NO. DATE 14-076 1 3/11/2015 DRAWN BY I CHECKED BY ERNI SPJR SCALE SHEET 1" = 200' 3 OF 4 SHEET 4 OF 4 LUA 14-001417 LND 10-0519 FAI w 1 0.. O Q w o z F Ld / 0 0130.01' z � d- o� 30' 30' i1114,I 'IRADIRL SE 1/4, SE 1/4 SECTION 14, TOWNS RIP 23 NORTH, RANGE 5 EAST, W.M., CITY OF RENTON, KING COUNTY, WASHINGTON d lwjp I � �� �a �g "a 1/2 - FOUND �C Ga ��o(�� rNa HELD FOUND 1/2 AND D 1/2- REBAR �°o p� U FOUND 1/2 REBAR AND CAP, LS# REBCE & CA ,# E. 45789 0.1'S. X 0.3'E. (5/21 /14) �n O �o ��� � SCE 45789 ON LINE (5/21/14) 4O FOUND 1/2" REBAR AND CAP (5/210/'l4) N88'20'32"W N88'20 32 W 593.79 (594.05' R1) LS# BCE 45789 0.1'S. (5/21/14) 62.37' 4.50' 50.01' 50.01' 50.01' 50.01' 50.01' 50.01' 60.01' 50.01' 55.01' 61.80' 30.01'; I lo' LANDSCAPE Iq EASEMENT ui 1 1 o N O o 16210 w N1Q '� O 0 w 16216 "� o 16222 -co 0 0 r 0 0 16228 1 330D 0 0 .- 16308 in 0 16314 o `� o � 16320 N n o � 16354 10' LANDSCAPE EASEMENT w - � M 16360 w 13.20' k `�' x� 6,124 S.F. i ( ) (o M (5,015 S.F.) � (5,017 S.F.) w cD o (5,018 4 S.F. ) � rJ 10 S ``� (5,019 S.F.) 5,021 S.F. ( ) 10 r7 (5,022 S.F.) w `° "� 8 w 9 io `� w in "� 1 8 O N - 0 11 0 13.20' 16204 N N 13.20' N 13.20' CII N 22/23 13.20' i� 6,029 S.F. ( ) �, (5,025 S.F.) (5,529 S.F.) z (6,076 S.F.) o 13.30- �, �� z 0 Z O Z O 0 z 0 0 0 z N O z D o z 13.20' N N z 29/30 13.20' Z --------� - 56.00' -------- ------ 16.97' ��. z 37.90' 50.01, ❑5 50.01' 50.01' ,-,�- 50.01' 50.01' 50.01' ----------- 60.02' - - -50.01' - - - - - -35.00'- .� ------- o 10' PUBLIC i 1n i i I 539.31' 55.01' 36.29' in b' UTILITY EASEMENT `b' ,. N209.82' b ��, i in c6 1 b` 1 b� b .. 0 N - - 239.83' - _ N88'18 37 W 653.87' N _ 130.96' Lo O ;n :4: S , E' , 140TH ST 253.07' •Q in - 160.97' L ------------ 133.29' 56.01' N ' 33.33 74.45' Y ,�150.04' N 49.97' 0 G�6. i ao © - ------ - 41.00' _ C . s D G ,--------------- --------------- 75.59' C/ p, N88'18'37"W Csi_ LANDSCAP -c,4 , `.u• G ,---------- (�- MONUMENT cP I 14004 0 14001 ` 14000 \` 22.51' EASEMENT o 16211 16217 ' 26.5' 26.5' 30 1114 1 21 714 1 1 o1 10 26.5' 26.5 1 o i I (6,203 S.F.) (5,989 S.F.) i (5,845 S.F.) 105 35 34 to (7,046 S.F.) `n (5,711 S.F.) `n (5,687 S.F.)i w i n 1 10' PUBLIC N N _ N89'37 05"W 100.00' N89'37 05"W 100.00' - o '� /11Vi4\ 1 UTILITY ESMT. EM � o-- ooi 10' PRIVATE z z N89'3T05°W 99.99' r © i w 14010 14007 �13 00� SEWER ESMT. °' 0 0 0 r1 1 M o0 29 10 11 14 00 22 7 4 00 w o 14006 6 4 0 1 ® 69.49 -56.00- -57.75'- i �..JJ _ ;o� N u' oo `c' 10 ui (5,500 S.F.) ui l N$9'37'05"W 5' PRIVATE 100.00' 1 ^ (5,000 S.F.) (5,000 S.F.) o N � _Ln o 83.24' ©STORM H w _ N89'37'05"W 100.00' N89'37'05"W 100.00' _ o w 2.5' LANDSCAPE d �oCOo EASEMENT i o ,�/ o �` i - I0 a„t , rn ©EASEMENT r N IN �32 © o P4 N w ®10' PUBLIC o- - " �A IN N89'36'24"W 14015 1 cp o i� o I M 4v o i 1401_( _ UTILITY ESMT. N ^ N89'37 05 W 100.02 rn 10,00' o o I ,n is o ,n o, ,n o 0 0 N H (5,500 S.F.) i cNi �� z oC14 o i 2� 10 4 N o 14013 23 7 4 00 Z �� 0 14012 0 o 'o 100.00' i N., N `n i o `n N M o o r 0 O 33 --0� i (5,000 S.F.) z (5,000 S.F.) ,ri 1 4 6) OA ,n oM N ;`1 10' PUBLIC , , i N89'37'05"W 100.00' N89'37'05"W 100.00' � , , �--I r. i 1-/ 'n Lo Z (11,310 S.F.) L` j UTILITY ESMT. °` - 10' � 5' PRIVATE ® ' � � N i (5,502 14027 N 0 14021 31 1�? o i 14022 STORM ESMT. O 4i � 0 0 10 1 N89'37'06"W 100.06' /gyp 08 z (5,500 S.F.) `n I o 1 27 9 14 a 14019 24 8 4 �Lo Ln � I o f 14018 0 � N77.56'5g"w'�63p8 N89'37'05"W _-0 i (5,000 S.F.) I (5,000 S.F.) 1 ooi 15 1nA �o � .. N89'37'05"W 100.00' N89'37'05"W 100.00 Ln tp 37.08' N 42 100.00' o `o - - 60.� \ w /) o -� . 1 (5,004 S.F.) N89'37'05"W N 0 0 14 22E3 00 14025 0 0 o --w 8s' O . o -:,.\-o N89'37'05 "W 100.09' QO 15' PUBLIC \' 893 6.43' o\ 26.5' 26.5' "� 2b 9 4 cp 2'rj 8 4 `r7° "� 26.5' 26.5' o U SEWER 4 ps., ao �. ! N 14024 O EASEMENT 26 h' 21.01 (5,826 S.F.) g pp' I (5,826 S.F.) , o 'o 3g. v1 )t. �� I 1 6 OL� 0 0 :::� N 32'13' 43"W Ij In z 16.28' yr�� d=10'38'29" fir' ' - - ----------- -------------- q $, 71.50 71.50' �' R=81.50' �\ �i (5,613 S.F.) N i \ s L=15.14' w �4 I 143.00' r .o- \ 10 o `�sb \ \ <� Al Qp �, , \ v ,' N89'37'05"W 109.01' �" $639' N 6 N893T05"W 143.00' 14102 Fags '�� .n S.. 141ST',ST ;� ,��� 17 6 0 N 04 G�.' s `� (5,821 S.F.) 78.08' 64.92' Ca 5, �b,i 107.00' �-'------------------------------- 12.11 N89'37'06"W TRACT Ci NO'27'09"E N33'58'26"W RECREATION TRACT 24.70' 37.65' 014108 0 50 FT �`\ ur,, (16,785 S.F.) Nfi9'55'38"W �, TRACT A o 0 1 a, 6 6 u 18 0 0� 1©� (),iz 53.19' ACCESS TRACT o � 1 O 19 ��\ \ `moo, G�� 0�0 (3,689 S.F.) Q o (5,544 S.F.) 0 N89'20'17"E old N TIL `\\ TRA�iTE® \ "' 32.65' ;IN � o w N89'37'05"W 100.20' CRITICAL ,(47,986 S.F.) y CATEGORY 2 WETLAND\ A W/ CLASS 4 STREAM \� �o ,cl) 9 CRITICAL AREA: 4,902 SQ FT. t BUFFER AREA: 32,362 SQ FT. \ �0��',po TOTAL AREA: 47,986 SQ FT. �9 , ti -9,P A6 � I 248.21' w 00 N O CV � SN 30' I Li w '- J z X30_01' o ----- ZD � 1 Z� OI J V � U cn - EASEMENT LEGEND 1M LANDSCAPE EASEMENT © MONUMENT (SIGN) EASEMENT ® PRIVATE STORM DRAINAGE ® PRIVATE SEWER DRAINAGE © PUBLIC UTILITY ® PUBLIC STORM DRAINAGE ❑7 PUBLIC SEWER DRAINAGE ACHE TRACTS VOL. 15 poo 91 SYMBOL LEGEND _ IS SET STANDARD MONUMENT O FOUND REBAR AND CAP AS NOTED O SET REBAR AND CAP "AXIS 49916" o; SET LEAD/TACK LS#49916 SEE CURB PLUG TABLE ® FOUND MONUMENT AS NOTED 0 EASEMENT PROVISIONS (SEE SHEET 2) Q PLAT NOTES (SEE SHEET 2) O DRAINAGE NOTES (SEE SHEET 2) XX CITY OF RENTON HOUSE NUMBER PRIVATE STORM DRAINAGE EASEMENT CURB PLUG TABLE LOT(S) i DAN LOT(S) X 1/2 13.30' TRA/TRB Oma, s� 13.20' TRB/TRC 13.20' 3/4 13.20' TRACT B 13.20' k `�' x� 13.20' DRAINAGE TRACT 13.20' w 13.20' (37,785 S.F.) 13.20' N 13.20' 4 13.20' ,i 13.20' 34/35 13.20' 1 N Obi N M 13.20' 35/36 13.20' 0 z 13.20' 21/22 13.20' 10/11 N40'22'30"W 22/23 13.20' 12/13 32.96' 23/24 13.20' 13/14 13.20' 215.03' CURB PLUG TABLE LOT(S) 0/S DIST LOT(S) 0/S DIST 1/2 13.30' TRA/TRB 13.50' 2/3 13.20' TRB/TRC 13.20' 3/4 13.20' TRC/33 13.20' 4/5 13.20' 33/31 13.20' 5/6 13.20' 31/32 13.20' 6/7 13.20' 32/34 13.20' 7/8 13.20' 34/35 13.20' 8/9 13.20' 35/36 13.20' 9/10 13.20' 21/22 13.20' 10/11 13.20' 22/23 13.20' 12/13 13.20' 23/24 13.20' 13/14 13.20' 24/25 13.30- 14/15 13.20' 26/27 13.20' 15/16 13.19' 27/28 13.20' 16/17 14.60' 28/29 13.20' 17/TRA 13.50' 29/30 13.20' \- FOUND 1 1/2" O.D. I.P. 0.1'N. (5/21/14) FOUND 1/2" REBAR IN CONIC W/ DECAPITATED CAP ON LINE (5/21/14) CURVE TABLE CURVE DELTA RADIUS LENGTH Cl 88'40'45" 25.00 38.69 C2 91'20'45" 25.00 39.86 C3 88'39'15" 25.00 38.68 C4 91'18'28" 25.00 39.84 C5 26'59'39" 81.50 38.40 C6 19'47'41" 81.50 28.16 C7 18'21'26" 81.50 26.11 C8 24'51'15" 81.50 35.35 C9 89'37'13" 12.50 19.55 C10 63'20'33" 56.00 61.91 C11 90'00'00" 28.50 44.77 C12 90'00'00" 28.50 44.77 C13 88'41'32" 25.00 38.70 C14 91'18'28" 25.00 39.84 C15 88'41'32" 25.00 38.70 C16 91'19'15" 25.00 39.85 tl7 Q, in rn N I o1 19 6 7 DISTANCE w Lo N o 01 01 (6,013 S.F.) 14114 0 00 N 0 �1 10' PUBLIC 5 r-4- UTILITY ESMT. Co Z1. 26.00' ! 100.24' N89'37'05"W 126.24' 10' PUBLIC 14120 STORM � EASEMENT N 2® rl " c0 �� N (7,766 S.F.) N88'29'33"W 126.30' 4.50' FOUND 1/2" REBAR IN CONIC W/ BROKEN CAP J 0.1'N. (5/21/14) LANDSCAPE MONUMENT EASEMENT DETAIL (1" = 50') A=84'25'22" R=25.00' 1 =.36 84' N 0'29' 22"E N 0'22' 08"E 28.18' 2 82' LANDSCAPE MONUMENT N88'24'24"W EASEMENT 22.52' 36 4.5' ROW DEDICATION N 34.5' ROW AFTER DEDICATION 30' 0 vi N Lo 30' LINE TABLE LINE BEARING DISTANCE L1 S 00'22'55" W 15.27' 4.5' ROW DEDICATION 34.5' ROW AFTER DEDICATION R.O.W. DEDICATION 4.5' GRAPHIC SCALE SO 25 0 l = 50' SO 100 SE 1/4, SE 1/4 SEC. 14, TWP. 23 N., RGE. 5E., W.M., CITY OF RENTON, KING COUNTY, WASHINGTON