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HomeMy WebLinkAboutLarge FormatVOL PG LUA-12-073-FP l,.ND-l0-0495 CLAREMONT AT RENTON PHASE I SE NE 1/4, 1/4, CITY NE SE OF 1/4, SEC. 10, T. 23 N., R. 5 E., W.M. ,1/4, SEC. 1 ~:l) T. 23 N., R. 5 E., YV.M. 'RENTON, KING COUNTY, WASHINGTON QWNER'S DECLARATION: 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 SHOWN THEREON IN THE ORIGINAL REASONABLE GRAOING OF SAID STREETS AND AVENUES AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL 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 Pt=:RSON 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 OR 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 THt=: ESTABLlSHMt=:NT. CONSTRUCTION. OR MAINTENANCE OF ROADS AND OR DRAINAGE SYSTEMS WITHIN THIS SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY THE CITY OF RENTON. FURTHt=:R. THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD THE CITY OF RENTON, ITS SUCCESSORS AND ASSIGNS HARMLESS FROM ANY DAMAGE INCLUDING ANY COSTS OF DEFENSE. CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SUBDIVISION TO HAVE BEEN CAUSED BY AL TERA TlONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE. OR SURFACE OR SUB-SURFACE WATER FLOWS WITHIN THIS SUBDIVISION OR BY ESTABLISHME~IT, CONSTRUC'nON OR MAINTENANCE OF THE ROADS WITHIN THIS SUBDIVISION. PROVIDED. THIS WAIVER 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 WHOLE OR IN PART FROM THE NEGLIGENCE OF THE CITY OF RENTON, ITS SUCCESSORS, OR ASSIGNS. UPON THE RECORDING OF THIS PLAT. TRACTS A AND B, ARE HEREBY GRANTED AND CONVEYED TO THE CLAREMONT AT RENTON HOMEOWNERS ASSOCIATION (HOA) FOR OPEN SPACE AND RECREATION. OWNERSHIP AND MAINTENANCE OF SAID TRACTS SHALL BE THE RESPONSIBILITY OF THE HOA. TRACT I IS A STORM DRAINAGE TRACT AND IS HEREBY CONVEYED TO THE CITY OF RENTON OR ITS SUCCESSOR AGENCY FOR OWNERSHIP AND MAINTENANCE PURPOSES. TRACT X IS FOR FUTURE DEVELOPMENT AND SHALL REMAIN IN THE OWNERSHIP OF TOLL WA LP. IN THE EVENT THAT THE HOA IS DISSOLVED OR OTHERWISE FAILS TO MEET ITS PROPERTY TAX OBLIGA TlONS AS EVIDENCED BY NON-PAYMENT OF PROPERTY TAXES FOR A PERIOD OF 18 MONTHS. THEN EACH LOT IN THIS PLAT SHALL ASSUME AND HAVE AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN THE TRACTS PREVIOUSLY OWNED BY THE HOA AND HAVE THE ATTENDANT FINANCIAL AND MAINTENANCE RESPONSIBILITIES. THIS PLAT IS SUBJECT TO THE DECLARATION OF COVENANTS, CONDITIONS, AND RESTRICTIONS FOR CLAREMONT AT RENTON RECORDED UNDER RECORDING NUMBER _~:U3.03.Z.,i"' ... CO-\ !"'\~ ______ . THIS SUBDIVISION. DEDICATION, WAIVER OF CLAIMS 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: TOLL WA lP. A WASHINGTON LIMITED PARTNERSHIP BY: TOLL WA GP CORP, A WASHINGTON CORPdRATION ITS: GENERAL PARTNER ~ 'RlcwlCA--"--ITS: DIVISION~ PRESIDENT' ACKNQWLEQGMENIS STATE OF WASHINGTON SS. COUNTY OF KING I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT ERIC H. CAMPBEU. IS THE PERSON WHO APPEARED BEFORE ME. AND SAID PERSON ACKNOWLEDGED THAT HE SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE DMSION PRESlOENT OF TOlL WA GP CORP •• A WASHINGTON CORPORAllON. THE GENERAL. PARTNER OF TOll WA Lf'. A WASHINGTON UMrTED PARTNERSHIP TO BE THE FREE AND VOLUNTARY ACT OF SUCH ENTITY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. OATED.::lo._~~~~_-=;-_~~I-_:::a...Q..L'3L ____ _ . ~..:...-0..... V"v-J.. •. ..... . --"''''''''''~ (SIGNATURE OF NOTARY) \ • ~ a. ~. \ s.s..'I) _J ..... ..L 0--...r-\-L-~ __________ _ (LEGIBLY PRINT OR STAMP NAME OF NOTARY) NOTARY PUBLIC IN AND FOR THE ~TATE OF WASHINGTON, RESIDING AT 1';.:<11"' --~o-r---------- MY APPOINTMENT EXPIRES _____ ~L? ":2 I \ ~ YICINITY MAP (N.T:S.) CITY OF RENTON PUBLIC WORKS DEPARTMENT EXAMINED AND APPROVED THIS --1 <6 r ~ DAY OF _..1'j'j.AE.G-H ___________ , 20)3.. _ ~ Yx It e.1..!4-~)J:J/1U4tJ1d/Jl _ A~~TO' J' CITY OF RENTON MAYOR. 3 EMt!) "'f APPRO'lFf THIS 2,( DAY OF _ff]f{/!= C!7 _________ , 20_{_. i~ rf-IV ;' --~---------MAYOR CITY OFIRENTON , EXAMINED AND APPROVED THIS _,25 _ DAY OF ___ ~ _______ , 20.J~. ~.J.W~_ CITY CLERK CITY Of RENTON FINANCE DIRECTOR'S CERTIFICATE I HEREBY CERTIFY THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THE CITY TREASURER FOR COLLECTION ON ANY PROPERTY HICREIN CONTAINED DE'PUZDJl)R STREETS, ALLEYS OR OTHER PUBLIC USES ARE PAID IN FULL THIS J..2.-f!:). DAY OF C::!--A---,--;jlB-· ",-/d ~. FINANCEDIREC~':"=::='=---(/ -- KING COUNTY DEPARTMEtIT OF ASSESSM~ =~:_~ DAY OF ~-___ """""''-..A' KING COUNTY ASSESSOR DEPUTY KING CO~TY-~SESSOR PARCEL NUMBERS 1023059390 AND 1023059023 KING COUNTY 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 HE"Ji.EI~ ,fONTAINED DEDHED AS STREETS, ALLEY~ OR FOR ANY OTHER PUBLIC USE, ARE PAID IN FULL. THIS~?'!L DAY OF .H~~ __ , 20--l-~ RECORDING CERTIFICATE RECORDING NO. FILED FOR RECORD AT THE REQUEST OF THE K _______________ .20_. AT __ OF PLATS, PAGES ______ THROUGH ___ _ LAND SURVEYOR'S CERTIFICATE CONFORMED COpy 20130326001107 CITY OF RENTON PLAT PAGE-001 OF 005 03/26/2013 13:57 138.00 I HEREBY CERTIFY THAT THIS PLAT OF CLAREMONT AT RENTON IS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF SECTION 10, TOWNSHIP 23 NORTH. RANGE 5 EAST. W.M., THAT THE COURSES AND DISTANCES ARE SHOWN COHRECTLY THEREON; THAT THE MONUMENTS WILL BE SET AND THE LOT AND BLOCK CORNERS WILL BE STAKED CORRECTLY ON THE GROUND. JOB NO. 12037 SHEET 1 OF 5 ~--~-- CHRISTOPHER SHANE BARNES PROFESSIONAL LAND SURVEYOR CERTIFICME NO. 35145 MEAD GILMAN & ASSOCIATES P,O. BOX 289. WOODINVILLE. WA 98072 PHONE: (425)-486-1252 Mead Gilman & Assoc. - Profess-ional Land Surveyors P.O. BOX 289, WOODINVILLE, WA 98072 PHONE: (425) 486-1252 FtX: (425) 486-6108 ~"'--' .. \ I ~~~~------ VOL PG LUA-12-073-FP LNO-10-0495 CLAREMONT AT RENTON PHASE I SE 1/4, NE 1/4, SEC. 1 0, T. 23 N. , R. 5 E. , W.M. NE 1/4, SE 1/4, SEC. 1 0, T. 2,3 N. , R. 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON LEGAL DESCRIPTION LOTS "A" AND "B" OF KING COUNTY BOUNDARY LINE ADJUSTMENT NO. L04L0055, AS RECORDED UNDER RECORDING NO. 20041223900001, RECORDS OF KING COUNTY AUDITOR; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. RESTRICTIONS OF RECORD 1. SUBJECT TO NOTICE OF TAP OR CONNECTION CHARGES WHICH HAVE BEEN OR WILL BE DUE IN CONNECTION WITH DEVELOPMENT OR RE-DEVELOPMENT OF THE LAND AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 9606210966. NOT PLOITED HEREON. 2. SUBJECT TO ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE SHORT PLAT RECORDED UNDER RECORDING NUMBER 7806130632. NOT PLonED HEREON. 3. SUBJECT TO DECLARATION OF COVENANT IMPOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8609231227. NOT PLonED HEREON. 4. SUBJECT TO DECLARATION OF COVENANT IMPOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8609231228. NOT PLonED HEREON. 5. SUBJECT TO TERMS AND CONDITIONS OF CITY OF RENTON ORDINANCE NO. 4025 IMPOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8612031455. NOT PLOnED HEREON. 6. SUBJECT TO ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE BOUNDARY LINE ADJUSTMENT RECORDED UNDER RECORDING NUMBER 20041223900001. NOT PLOnED HEREON. 7. SUBJECT TO AN EASEMENT FOR TRANSMISSION, DISTRIBUTION AND SALE OF GAS AND ELECTRICITY AND THE TERMS AND CONDITIONS THEREOF AS RECORDED UNDER RECORDING NUMBER 20080606000743. PLOnED HEREON. 8. SUBJECT TO THE TERMS AND CONDITIONS OF CITY OF RENTON ORDINANCE NO. 5459 IMPOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 20090806000472. NOT PLOnED HEREON. CONDITIONS. COVENANTS. AND RESTRICTIONS 1. THE ROAD AND STORM DRAINAGE SYSTEMS HAVE BEEN CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE ON FILE WITH RENTON DEVELOPMENT SERVICES DIVISION AND ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY RENTON DEVELOPMENT SERVICES DIVISION. 2. ALL BUILDING DOWN SPOUTS, 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-345101 ON FILE WITH CITY OF RE~lTON. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO FINAL BUILDING INSPECTION APPROVAL. FOR THOSE LOTS THAT ARE DESIGNATED FOR INDIVIDUAL LOT INFILTRATION SYSTEMS, THE SYSTEMS SHALL BE CONSTRUCTED AT THE TIME OF THE BUILDING PERMIT AND SHALL COMPLY WITH THE PLANS ON FILE. 3. NO LOT OR PORTION OF A LOT IN THIS PLAT SHALL BE DIVIDED AND SOLD OR RESOLD OR OWNERSHIP CHANGED OR TRANSFERRED WHEREBY THE OWNERSHIP OF ANY PORTION OF THIS PLAT SHALL BE LESS THAN THE AREA REQUIRED FOR THE USE DISTRICT IN WHICH LOCATED. 4. THE STREET TREES SHALL BE OWNED AND MAINTAINED BY THE ABUTTING LOT OWNERS. 5. THERE SHALL BE NO DIRECT VEHICULAR ACCESS TO OR FROM NILE AVENUE NE FROM THOSE LOTS WHICH ABUT IT. EASEMENT PROVISIONS/NOTES: THE EASEMENTS DEPICTED ON THE MAP SHEETS OF THIS FINAL PLAT ARE FOR THE LIMITED PURPOSES LISTED BELOW AND ARE HEREBY CONVEYED FOLLOWING THE RECORDING OF THIS FINAL PLAT AS SPECIFIED ACCORDING TO THE RESERVATIONS LISTED BELOW: THE CITY OF RENTON SHALL HAVE THE RIGHT TO ENTER THE PRIVATE DRAINAGE EASEMENTS SHOWN HEREON TO REPAIR ANY DEFICIENCIES OF THE DRAINAGE 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. 1. AN EASEMENT IS HEREBY GRANTED AND CONVEYED TO THE CITY OF RENTON. KING COUNTY WATER DISTRICT #90, PUGET SOUND ENERGY, QWEST, COMCAST, THE OWNERS OF ALL LOTS WITHIN THIS PLAT AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER, OVER AND UPON THOSE EASEMENTS DESIGNATED AS "UTILITY EASEMENT", THE EXTERIOR 10 FEET PARALLEL WITH AND ADJOINING THE STREET FRONTAGE OF ALL LOTS AND TRACTS IN WHICH TO INSTALL, LAY CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND CONDUITS, CABLE, PIPELINE, WIRES, AND SIDEWALKS WITH THE NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVICE TO THIS SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC, TELEPHONE, GAS, CABLE T.V. SERVICE, SEWER, WATER AND PUBLIC AND PRIVATE DRAINAGE TOGETHER WITH THE RIGHT TO ENTER UPON THE EASEIviENTS AT ALL TiMES FOR THE PURPOSES STATED. NO LINES OR WIRES FOR THE TRANSMISSION OF ELECTRIC CURRENT, OR FOR TELEPHONE USE, CABLE TELEVISION, FIRE OR POLICE SIGNAt FOR OTHER PURPOSES, SHALL BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT AnACHED TO A BUILDING. 2. THE 10 FOOT WIDE PRIVATE DRAINAGE EASEMENT WITHIN LOTS 13 THROUGH 15 IS FOR THE BENEFIT OF LOTS 12 THROUGH 14; THE OWNERS OF SAID LOTS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACILITIES THEY HAVE THE BENEFIT OF USE, AND SHALL EQUALLY SHARE IN THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACILITIES USED IN COMMON. 3. AN EASEMENT IS HEREBY GRANTED AND CONVEYED TO KING COUNTY WATER DISTRICT #90 UNDER, OVER AND UPON THAT PORTION OF TRACT X DEPICTED HEREON AS "PUBLIC WATER EASEMENT", IN WHICH TO INSTALL, LAY CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND WATER MAINS WITH THE NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVICE TO THIS SUBDIVISION AND OTHER PROPERTY WITH WATER TOGETHER WITH THE RIGHT TO ENTER UPON SAID EASEMENT AT ALL TIMES FOR THE PURPOSES STATED. 4. AN EASEMENT IS HEREBY GRANTED AND CONVEYED TO THE CITY OF RENTON UNDER, OVER AND UPON THOSE PORTIONS OF TRACT X, LOTS 8 AND 9 DEPICTED HEREON AS "PUBLIC SEWER EASEMENT", IN WHICH TO INSTALL, LAY CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND SEWER MAINS AND SEWER SERVICE WITH THE NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVICE TO THIS SUBDIVISION AND OTHER PROPERTY WITH SEWER MAINS AND SEWER SERVICE TOGETHER WITH THE RIGHT TO ENTER UPON SAID EASEMENT AT ALL TIMES FOR THE PURPOSES STATED. RESTRICTIONS FOR CRITICAL AREA TRACTS AND CRITICAL AREAS AND BUFFERS DEDICA TION OF A CRITICAL AREA TRACT/CRITICAL AREA AND BUFFER CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE TRACT/CRITICAL AREA AND BUFFER. THIS INTEREST INCLUDES THE PRESERVATION OF NATIVE VEGETATION FOR ALL PURPOSES THAT BENEFIT THE PUBLIC HEALTH, SAFETY AND WELFARE, INCLUDING CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, AND PROTECTION OF PLANT AND ANIMAL HABITAT. THE CRITICAL AREAS TRACT/CRITICAL AREA AND BUFFER IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE LAND SUBJECT TO THE TRACT/CRITICAL AREA AND BUFFER THE OBLIGATION, ENFORCEABLE ON BEHALF OF THE PUBLIC BY CITY OF RENTON, TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE TRACT/CRITICAL AREA AND BUFFER. EXCEPT FOR THE PURPOSES OF HABITAT ENHANCEMENT AS PART OF AN ENHANCEMENT PROJECT. THE VEGETATION WITHIN THE TRACT/CRITICAL AREA AND BUFFER MAY NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED WITHOUT APPROVAL IN WRITING FROM THE CITY OF RENTON COMMUNITY AND ECONOMIC DEVELOPMENT OR ITS SUCCESSOR AGENCY, UNLESS OTHERWISE PROVIDED BY LAW. THE COMMON BOUNDARY BETWEEN THE TRACT/CRITICAL AREA AND BUFFER AND THE AREA OF DEVELOPMENT ACTIVITY MUST BE MARKED OR OTHERWISE FLAGGED TO THE SATISFACTION OF CITY OF RENTON PRIOR TO ANY CLEARING, GRADING, BUILDING CONSTRUCTION OR OTHER DEVELOPMENT ACTIVITY ON A LOT SUBJECT TO THE CRITICAL AREA TRACT/CRITICAL AREA AND BUFFER. THE REQUIRED MARKING OR FLAGGING SHALL REMAIN IN PLACE UNTIL ALL DEVELOPMENT PROPOSAL ACTIVITIES IN THE VICINITY OF THE CRITICAL AREA ARE COMPLETED. NO BUILDING FOUNDATIONS ARE ALLOWED BEYOND THE REQUIRED 15-FOOT BUILDING SETBACK LINES, UNLESS OTHERWISE PROVIDED BY LAW. NOTES: ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAIN 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-345101 ON FILE WITH THE CITY OF RENTON. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAIN MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. FOR THOSE LOTS THAT ARE DESIGNATED FOR INDIVIDUAL LOT INFILTRATION SYSTEM, THE SYSTEM SHALL BE CONSTRUCTED AT THE TIME OF THE BUILDING PERMIT AND SHALL COMPLY WITH THE PLANS ON FILE. CURB PLUG TABLE LOT LINE TR. A/1 1/2 2/3 3/4 4/5 5/6 6/7 7/8 8/9 9/10 10/fJ HASE II 16/PHASE II 16/17 17/18 18/19 19/20 20/21 21/PHASE II 22/PHASE II 22/23 23/24 24/25 25/26 26/TR B 27/38 27/28 28/29 29/30 30/31 31/32 32/33 33/34 34/35 35/36 36/37 37/38 JOB NO. 12037 SHEET 2 OF 5 DIST. TO COR. 6.80 6.28 6.36 6.35 6.33 6.35 6.43 6.35 6.45 6.32 6.37 6.30 6.32 6.25 6.26 6.25 6.27 6.20 6.29 6.28 6.37 6.46 .---~~ 6.52 5.70 6.27 6.36 6.44 6.47 6.45 6.35 6 .. 36 6.33 6.36 6.43 6.44 6.37 I ADDRESSING TABLE LOT # HOUSE # ROAD NAME 1 802 MT BAKER PL NE 2 808 MT BAKER PL NE 3 814 MT BAKER PL NE 4 820 MT BAKER PL NE 5 826 MT BAKER PL NE 6 832 MT BAKER PL NE 7 838 MT BAKER PL NE 8 844 MT BAKER PL NE 9 850 MT BAKER PL NE 10 856 MT BAKER PL NE 1 1 5624 NE 8TH PL 12 5618 NE 8TH PL 13 5612 NE 8TH PL 14 5606 NE 8TH PL 15 5600 NE 8TH PL 16 835 MT BAKER AVE NE 17 829 MT BAKER AVE NE 18 823 MT BAKER AVE NE 19 817 MT BAKER AVE NE 20 811 MT BAKER AVE NE 21 805 MT BAKER AVE NE 22 5601 NE 8TH ST 23 5607 NE 8TH ST 24 5613 NE 8TH ST f 25 5619 NE 8TH ST 26 5625 NE 8TH ST 27 801 MT BAKER PL NE 28 807 MT BAKER PL NE 29 813 MT BAKER PL NE 30 819 MT BAKER PL NE 31 825 MT BAKER PL NE 32 831 MT BAKER PL NE 32 5619 NE 8TH PL 33 5611 NE 8TH PL 33 830 MT BAKER AVE NE 34 824 MT BAKER AVE NE 35 818 MT BAKER AVE NE 36 812 MT BAKER AVE NE 37 806 MT BAKER AVE NE 38 800 MT BAKER AVE NE 38 5602 NE 8TH ST Mead Gifiman & Assoc. Professional Land Surveyors p.o. BOX 289, WOODINVILLE, WA 98072 PHONE: (425) 486-1252 FAX: (425) 486-6108 LUA-12-073-FP LND-10-0495 SE NE CLAREMONT AT RENTON 1/4, 1/4, CITY NE SE OF PHASE I 1/4, SEC. 10, T. 23 N., R. 5 E., W.M. 1/4, SEC. 10, T. 23 N., R. 5 E., W.M. VOL PG N 88"20'01" w RENTON, KING CO~ NTY, WASH:~~~~~;;:;~ CONCRm SWALE -----~~-~~/--L~~t ~~20~8.78' ~d-----_o 30.01' ~ ('oj WEST END CYCLONE FENCE. Z ..,: ~ ON PROPERTY LINE. TRACT X PHASE II N 88'20'01" W 103.43' 40 0 40 80 1~ N 88'20'01" W ~ 2 Scale 1" 40' NOTES ALL FRONT CORNERS ARE MARKED WITH A TACK AND LS WASHER STAMPED "35145" IN A LEAD PLUG AT THE PROPERTY LINE EXTENDED TO THE TOP OF CURB. REFER TO THE CURB PLUG TABLE ON SHEET 3 FOR DISTANCES FROM CURB PLUG TO FRONT PROPERTY CORNER. LEGEND • TAG # C8 L8 L11 SET 1/2" X 24" REBAR WITH 1 3/4" PLASTIC CAP STAMPED "MEAD GILMAN & ASSOCIATES 32434/35145" SET 4" x 4" CONCRETE MONUMENT WITH 1 5/8" BRASS DISC WITH "X" STAMPED "35145" IN STANDARD KING COUNTY CASE. (UNLESS OTHERWISE NOTED) 10' UTILITY EASEMENT, SEE EASEMENT PROVISIONS, SHEET 2; 10' POWER EASEMENT PER RECORDING NUMBER 20080606000743; PUBLIC WATER EASEMENT TO KING COUNTY WATER DISTRICT 90, SEE EASEMENT PROVISIONS, SHEET 2. TAG TABLE LENGTH DIRECTION/DELTA RADIUS 39.98 91'37'54" 25.00 7.30 N 16'29'32" E 15.00 N 88'20'01" W ~! .lD I 0>. ;'"l a ~ ~ z I _, a q t<) a w m .lD m n z PHASE II TRACT X 10' PRIVATE DRAINAGE ~I PHA·SE II EASEMENT, SEE EASEMENT PROVISIONS· NOTE 2, SHEET 2. N 88'20'01" W 60.00' 50.00' r -~~ GCI.:.~0~ 50.00' 1--------r-----c-T '---- ~,w w 1 5 w w m , 1 4 1 3 a m , : 1 2 ~e q lD "0 0> a 0> 5700 S.F. a .lD a .If) a If) 0> to 4750 S.F. 0 0> ;'"l (J) to 5700 S.F. 0> 0> n to 4750 S.F. 0> n ~ :.... 0> ~z Z Z ~ Z 0 r-----~----, ---- w OJ to 0> ~ ~ z 60.00' r----- N a ('oj -.q- r---- II II II I~ II II 44.43' - - ~ ('oj . ('oj 1 6 1 7 50.00' NE 8TH PL --r -111.05' ~ ------I ( I ~. SEE SHEET 4 OF 5 1t, 60.00' 50.00' -N 88'20'01" W - 242.10' 33 -+ JOB NO. 12037 SHEET 5 OF 5 401.17' ..... 1!!11 65.00' 1 1 0 a to 6160 S.F. 0> -- 41.98' , . ~ ('oj - - ~ ('oj 32 I I N I ~ 0> (!) I I TRACT (DETENTION) 76689 S.F. L a If) LO o OJ 21' (!) 21' n ~ lJ.J <: PHASE II N 89'57'55" W 105.00' 10 4557 S.F. o n .q- ('oj o o a .q- a "<t a O'l 30' O'l w " 10 0 N 0 . 0 Z a a + 0> 0 <t: 0 m 0> a a + co LJ <: kj ~ "C U--.l ~ ~ w If) p ('oj o o z o a + CD a o + LO ./<0 G -J w10' Q 'in 1--0 N 89'57'55" W N 89'57'55" W ':] 52.93' ~ p - 50.00' 9 8 I ,r--- SEE SHEET 4 OF 5 o "<t a O'l O'l Mead Gilman & Assoc. Professional Land Surveyors P,O. BOX 289, WOODINVILLE, WA 98072 PHONE: (425) 486-1252 FAX: (425) 486-6108 o o + .q- < o ~ \J G) LUA-12-073-FP LND-10-0495 SE NE CLAREMONT AT RENTON PHASE I 1/4, SEC. 10, T. 23 ~I., R. 5 E., W.M. 1/4, SEC. 10, T. 23 ~I., f3. 5 E., W.M. VOL/PG SEE SHEET 5 OF 5 1/4, 1/4, CITY NE SE OF RENTON, KING COUNTY, WASHINGTON SEE SHEET 5 OF 5 TRACT TAG TABLE TAG # LENGTH DIRECTION/DELTA RADIUS Cl 66.03 25'13'23" 150.00 C2 66.03 25'13'23" 150.00 C3 33.24 7"37'02" 250.00 C4 32.80 12"31'46" 150.00 CS 33.23 12"41'37" lS0.00 C6 16.84 38"35'16" 25.00 C7 21.72 49'46'54" 25.00 C8 39.98 91'37'54" 25.00 C9 38.56 88'22'06" 25.00 Cl0 33.13 24'58'44" 76.00 Cll 31.29 10'29'06" 171.00 C12 38.69 12'57'54" 171.00 C13 13.97 5"45'23" 139.00 C14 42.92 17"41'36" 139.00 C15 39.98 91'37'54" 25.00 C16 52.44 88'22'11" 34.00 C17 56.88 2S'15'42" 129.00 C18 30.5S 70'00'53" 2S.00 C19 17.24 3'38'45" 271.00 C20 38.56 88'22'06" 25.00 L1 18.20 N 07"34'57" W L2 26.65 N 45'51'00" E L3 10.67 N 4S"Sl '00" E L4 7.30 N 16'29'32" E LS 7.30 N 16'29'32" E L6 7.30 N 16'29'32" E L7 7.30 N 16'29'32" E L8 7.30 N 16'29'32" E L9 17.74 N 34'12'17" E L10 36.86 N 44'01'13" W 40 o 40 x x f- U <C et:: f- 80 ~ II ~~ ~ II ~I L ~4.4J3~' ~ 0J C'I o. _ 1 5 1 4 I I NE 8TH PL ('oJ ..q-111.0S' -r--N 65.74' 1----- uJ o o o to to o· . 0 ('oJ 0 16 5135 S.F. N 89'57'5S" W 90.00' 17 4499 S.F. N 89'57'55" W 90.00' I f"- I~ J I 0~1 0 r--10' o Ig I o o o CD 13 74.32' 33 70;7 S.F. N 89'57'55" W 100.00' 34 6000 S.F. 1 2 1 1 . N N 88'20'01" W ----242.10' --r-- w to !Xl ? n ('oJ 0 P f"-o Z w In 0 ? 0 23 0 b <D Z . ('oJ 75.74' 32 6770 S.F. N 89'57'55" W 100.00' 31 5999 S.F. ) I~ I~ 0--j --10' 1'0 jg w to o ('oJ o b Iz o 0 o to Z 18 4500 S.F. Illj I~ <:: Lf) N 89'57'55" W I ~ I N 89'57'S5" W N 89'57'55" W I llj ~~----~-------~I~ 100.00' 100.00' <- ~~~~~~I ~ .;::-r 90.00' "- o o o to 19 4S00 S.F. w I 8 O:::ln n . 0 n o '. I tO Gj?I~ ~~ ~,~ ____ N_8~9_'S7_'5_5_"_W ___ ~II.;::-rQj ~ 90.00' _ '" V). ~ 0 20 1'0 ~ g 4500 SF I g ~ I I ~ o !Xl to N 89'57'55" W 90.00' 21 5223 S.F. N 89'57'55" W 90.00' 120 21' I 21' 10~ o ~ o CD 35 5999 S.F. 3D I · --H~I ~a 0("") . ~ g 5999 S.F. I g '-l-.. ~ w ~ ______ ~N_8~9_'5"~7_'5_5_"_W ________ Z~ ______ ~N~8~9'~S~7'~55~"~W ____ ~I~~ 100.00' 100.00' I ~ wi o o ~I I ~)6 6000 S.F. N 89'57'55" W 100.00' 37 5999 S.F. N 89'S7'S5" W 100.00' 38 w to 0 o 0 23 0 b <D Z w , to 0 o 0 23 0 b <D Z w L{) Ol ? n 29 6000 S.F. N 89'57'55" W 100.00' 28 5999 S.F. N 89'S7'5S" W 100.00' 27 I a O§~ I ~ 23 ~ b hz I ~ I I I . o Ig I 21' ~ CD ((j II 0 f-.. 01 Scale 1" == 40' ~ p- 6664 S.F. 23 0 b f"- 6698 S.F. ..;'IJ \I ~ 0> II PHASE II II ==== ~:;:::;;;:;c:.--= :=a: ===== ~ 1 0 N 89'57'55" W 10::; ~:';""';;";;""';;";-";;";:""~"'--..J N 89'57'55" W 52.93' ~ I 50.00' 9 ~I ..q-UI 4682 S.F. 00 ~O> !Xl 0> ..q- r-~ -N 89'57'55" W i L -o---riBl- r-I" --105.00'-t +'-1".- '~CO' I 8 : 4714 S.F. ~ .,;- I N 89'57'55" W N 89'57'55" W I!:; 52.93' I 50.00' 7 4682 S.F. N 89'57'55" W 105.00' 6 4557 SF ~I I N 89'57'55" W N 89'57'55" W 1':3 52.93' o o <Xi ..q- o o o ..q- · I 50.00' 5 0 W o ~ R ~ I 4682 S.F. ~ 9 10~ r 0 N 89'57'55" W ~ 21' r-+-----------------------~ 105.00' · I o 4 ~I '~. 4557 S.F. I N 89'57'55" W 1 1--........ -------.. :rJ 50.00' · I o ~I N 89'57'55" W 52.93' 3 4682 S.F. I N 89'57'55" W I 105.00' 0 1 2 ~ I 4557 S.F. I N 89'57'55" W 52.93' o o o .,;- N 89'57'55" W J"I-r--t--------.. -J • 50.00' 1 0J ~ I T R A 4453 S.F. ~ \ (OPEN SPAC/,})~ ~J C2, '["'C6 449 S.F. L3 ,)- r"N 89'57'55" W ·77.03' '-....l. r y z 30' o o + .,;- o o + n o ..q-o Ol Ol o o ~ .- L{) o ('.j o o z 53.97' I'--I f"- NOTES \I CP cp. \,:>, ?~ Z 'cr> __ _ -t>-., ~ PI: 10.0 5.01 10 )11 --n ALL FRONT CORNERS ARE MARKED WITH A TACK AND LS WASHER STAMPED "35145" IN A LEAD PLUG AT THE PROPERTY LINE EXTENDED TO THE TOP OF CURB. REFER TO THE CURB PLUG TABLE ON SHEET 3 FOR DISTANCES FROM CURB PLUG TO FRONT PROPERTY CORNER. LEGEND f'., • ® SET 1/2" X 24" REBAR WITH 1 3/4" PLASTIC CAP STAMPED "MEAD GILMAN & ASSOCIATES 32434/35145" SET 4" x 4" CONCRETE MONUMENT WITH 1 5/8" BRASS DISC WITH "X" STAMPED "35145" IN STANDARD KING COUNTY CASE. (UNLESS OTHERWISE NOTED) 10' UTILITY EASEMENT, SEE EASEMENT PROVISIONS, SHEET 2; 10' POWER EASEMENT PER RECORDING NUMBER 20080606000743; PUBLIC WATER EASEMENT TO KING COUNTY WATER DISTRICT 90, SEE EASEMENT PROVISIONS, SHEET 2. PUBLIC SEWER EASEMENT. SEE EASEMENT PROVISION NO. 4, SHEET 2. \ 66.99' -Ci7 ~ C4 N 88'20'05" W ~~s -... --._. ____ L-.:;:3.0~.~25::..'___f----C':)...--".$ ~-=----~SW-.~--"-~ '00' ~ v' 88.73' 118.73' 30.01' ~I'\\ -C3',""~ ~I .1 L{) z ~~8A.8J' _.__ ..,... 10' -,. . _ N 88'20'05" W N C2 7' ~ . -I -~ /' :,:,.? NE 8TH97'ST ~ T=33.S6'-S-\~ ~ C14 17.75' -- C 700 --+;-~:;;-r----::::-::-::-:--~"":"'---+----I~ . =-----, 18_.3_7' _ 5_0_.00'_ 1--28_.88_' _ C22-f-.-.----...---0 22 6071 S.F. 23 5000 S.F. 2: w to 0 to 0 Ol 0 n 0 z 24 6029 S.F. w 25 5503 S.F. z w to n to 0 ~ Ol z w 26 7444 S.F. z co I'--.,.: to 50.27' ~ co ---<7 co o ~ co ..... (OPEN SPACE RECREATION) 9406 S.F. B z z =--=1~====--==~:~N~8~8B-'~2~0~'OJ!5~"~~VW~6~0~'0~0~'----ll~--~5~0~,0~0~'~Ir-~----~6~lr,0~:~~9~0D..~o~5:,L-r-IJ5~0~.0~0~'---~1.--__ ~6~0~.0~0~'1 ____ ~--~1---27~9.20~3'~---~1-1--~~~~- JOB NO, 12037 SHEET 4 OF 5 Mead Gilman & Assoc. Professional Land Surveyors p.o. BOX 289, WOODINVILLE, WA 98072 PHONE: (425) 486-1252 FAX: (425) 486-6108" o to < o Z -U G) LUA-12-073-FP LND-10-0495 CLAREMONT AT VOL PG RENTON LINE TABLE LINE LENGTH DIRECTION Ll 41.83 N 05'12'52" W L2 41.24 N 69'02'09" W L3 33.73 N 14'29'56" W L4 24.76 N 43'51'21" E L5 31.18 N 46'27'10" E L6 28,01 N 15'28'51" E L7 45.02 N 86'25'04" E L8 30.68 N 88'42'09" W L9 17.40 N 19'08'23" W L10 16.88 N 83'07'31" W L11 18,75 N 70'48'48" W L12 44,81 N 27'30'46" E L13 30.21 N 11'01'11" E L14 24.18 N 40'35'21" W L15 44.58 N 44'05'37" W L16 28.56 N 32'12'27" E L17 33.57 N 22'19'29" E L18 31.92 N 60'53'27" E L19 31.02 N 16'39'10" E L20 40.35 N 01'16'14" W L21 33.28 N 21'18'54" E L22 46.36 N 60'04'54" E L23 22.10 N 39'47'44" E L24 33.67 N 22'39'05" E L25 27.99 N 49'51'10" E L26 25.81 N 40'48'07" E L27 23.56 N 09'37'55" W L28 37.36 N 27'12'18" E L29 12.47 N 61'03'48" E L30 13.21 N 32'48'20" W L31 55.12 N 02'39'45" E L32 44.43 N 08'34'42" W L33 26.33 N 35'26' 13" E 1----. L34 21.53 N 61'53'17" E U5 22.80 N 02'00'56" W U6 60.58 N 84'43'30" E L37 56.07 N 03'56'24" E L38 129.09 N 88'20'01" W L39 36.41 N 11'45'03" E l L40 29.13 N 05'25'01" W L41 98.33 N 88'20'01" W L42 60,57 N 18'22'49" E L43 85.49 N 36'33'10" E L44 24.86 N 31'50'04" E L45 38.36 N 03'33'29" W L46 9.57 N 33'08'42" E L47 21.22 N 42'16'36" E L48 51.47 N 59'38'44" E L49 23.76 N 39' 1 0' 1 5" E L50 164.66 N 00'17'34" E SE NE PHASE I 1/4, NE 1/4, SEC. 10, T. 23 N., R. 5 E., W.M. 1/4, SE 1/4, SEC. 10, T. 23 N., R. 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON ~ \..._ ~ "~ ) UNPLATTED S~EET 5 OF 5 I <-I TRACT G ~ ,~=L. rN88·20'01;-W----691~6' (b)UNPLA~r:f63' (Ii1~PLATTED a: k-! 48278' LO I a~ -u..1 fi1 II /3' =tl J 0 1 pfl.A.SD / U f -~ j// ~~ j TRACT A wi ~~D'C)~~ I ~ ~: /v.*C),~C) pBj\SE I ./ E L41 I -4~53 -= N 88'20'01" W I D LAN ~ I 1 U =====401.17;= = = = CE TIlT a a 3 9 0 • PUBLIC SANITARY SEWER • • i II~ 30.01' TRACT I tAT ED VV pC S ' 2 9 ~ 0; y-Q ESMT. SEE ESMT. PROVo '<1"/'/ . L{) PUBLIC WATER ESMT. ~ yy 1 !3 ~ NO. 4, SHE~ 2. . "3 11"3 SEE ESMT. PROVo NO. -.\ ~ VOL, 24 ~ _I ~.~, . ~ "-. I NI U 3, SHEET 2. S ~I~ ; '~L36~ L38·. ~g:t~,/ i+1~~-~ ;-~~~tL~6~ ~N~8~~~0~~:0~~',,~W ~_ ~'''~ l67 .~;, L ie ( /V;/ 1-f - - ----..... 0-2 0 oj ~ 1 I'J UTILITY ESMT. SEE ESMT. I I I TRACT X ~ \ ~ g L PROVo NO. I SHEET 2. ~ I I I (J) ~ ,w I I (FUTURE DEVELOPMENT/OPEN SPACE) \ iril}-, 0 L30 I n ~ I 794545 S.F. ...J 21.01 6 ~ en I I ,N 88'20'01" W 327.02' I m :! ~ I w = I I =1 = -..L 'I I I z I : 1_ - - -_gl~-- -~HEET_ 4 0[. 5 - - -~11-=-::l05,oo' _ ~ TAG TABLE TAG # LENGTH DIRECTION/DEUA RADIUS Cl 84.08 63'23'27" 76.00 C2 84.83 88'22'06" 55.00 C3 86.39 90'00'00" 55.00 C4 82,90 8'33'30" 555.00 C5 148.61 21'17'10" 400.00 L51 66.46 N 00'05'31" W L52 31.69 N 29'06'29" E L53 103.43 N 88'20'01" W L54 103.00 N 01'39'59" E I L55 103.00 N 01'39'59" E L56 15.00 N 88'20'01" W L57 39.50 N 00'02'05" E L58 44.43 N 88'20'01" W L59 33.71 N 00'02'05" E L60 17.74 N 34'12'17" E L61 92.15 N 01'39'55" E L62 74.60 N 00'02'()5" E L63 54.67 N 01'39'55" E L64 150.61 N 5T55'5,r" W L66 28.80 N 42'07'51" E L67 104.41 S 89'57'55" E I L7461·02' ~I/~ 15 14 13 12 11 N 89'5l-5s" W ~ I '.-.Jz 10 ~ 1'<1" N 88~'Orw T58 9 b () --~C'l I 144.37' '<I" --'--1----'-i9f=-='::=":::::::" I I I / L=36.88': I ~ I I [!5 LOI I g I u..1 It;,: 01 \ \il ~: \ g\ WI o WI ' I \ 'ii \ (/)1 \~ I \ \.~,\ : \ \ I I \ \ \ I I ~\~~~2' \ I \1 16 17 Ilw , II, ~~----j m L{) ~II~ 18 n·O~~----j liz 19 I 20 21 N 89'57'55" W '90.00' '==,j~ ij...J 33 32 -Z:A 31 ..J-r I pflj\SE 35 30 36 29 37 28 38 27 23 24 25 ----- 8 w ~--1--1t-, o N 7 o I-------Ib 6 z 5 4 3 2 1 RACT B 26 I ~rJ I : .. ~==~~~====~============~~~~83~1~.0~1'===r=======~ ~ I ~. 30.01' N 88'20'05" W ""~Tg;D.O~~n==r~Lr--f-:;--:;-;;;~7i-;;::-h---f--;--L~~-.l 1 4 Gjl1190,05' (C) 1190,01' (R1) 222.00' ~ <:1 i"-t1-1 - 9 --i t -t 5 i-3-r--~'1 TR, rT PARD. DELANEY S 93~97 6 pC ' VOL, 25 , A J 100 0 100 200 300 ~ ~J: J O J8 L16lJ 41_ ~j ;.w -~~ N£ 7TH PL C'lS Scale 1 " 100' MERIDIAN PLAT OF DELANEY PARK AS RECORDED IN VOLUME 256 OF PLATS, AT PAGES 93-97, UNDER RECORDING NUMBER 20110211001137. EQUIPMENT AND PROCEDURES A 5'·' ELECTRONIC TOTAL STATION WAS USED FOR THIS FIELD TRAVERSE SURVEY. ACCURACY MEETS OR EXCEEDS W.A.C. 332-130-090. REFERENCES 1. BOUNDARY LINE ADJUSTMENT NUMBER L04L0055, AS RECORDED IN VOLUME 180 OF SURVEYS, AT PAGES 222-223, UNDER RECORDING NUMBER 20041223900001. 2. PLAT OF DELANEY PARK AS RECORDED IN VOLUME 256 OF PLATS, AT PAGES 93-97, UNDER RECORDING NUMBER 20110211001137. 3. PLAT OF WEDGEWOOD LANE, DIVISIONS 1, 2, AND 3 AS RECORDED IN VOLUME 241 OF PLATS, AT PAGES 29-39, UNDER RECORDING NUMBER 20070530001097. 4. PLAT OF SHAMROCK HEIGHTS 1, AS RECORDED IN VOL. 231 OF PLATS, PAGES 43-52, UNDER RECORDING NUMBER 20051122000044. 5. PLA T OF MORGAN PLACE AS RECORDED IN VOL. 205 OF PLATS, PAGES 68-74, UNDER RECORDING NUMBER 20020228001891. LEGEND • SET 1/2" X 24" REBAR WITH 1 3/4" PLASTIC CAP STAMPED "MEAD GILMAN & ASSOCIATES 32434/35145" MONUMENT LEGEND CD ® CD SE CORNER SECTION 10-23-5E: FOUND 1-1/2" BRASS SURFACE MON. W/ PUNCH. HELD FOR POSITION. CITY OF RENTON CONTROL MONUMENT NO. 1852. (3/27/06) N 180904.0837 E 1316622.3832 S 1/4 CORNER SECTION 10-23-5E: FOUND 3" BRASS SURFACE MONUMENT W/ PUNCH STAMPED "10/15". HELD FOR ROTATION. (3/27/06) CITY OF RENTON CONTROL MONUMENT NO. 1851. NOT VISITED. N 180978.6275 E 1313999.6095 EAST 1/4 CORNER SECTION 10-23-5E: FOUND 4"X4" CONCRETE ® MONUMENT WITH 2" BRASS DISC SET 1.6' DOWN IN CASE AT THE INTERSECTION OF NILE AVENUE NE AND NE 120TH ST. (3/06) AREA TO BE DEDICATED AS R Iw PHASE I -68,316 S.F. JOB NO. 12037 SHEET 3 OF 5 trl1;r-~r r;,r T2-; -~ -G1 ~ ® (BASIS OF BEARINGS) N 88'21 '09" W Mead Gilman & Assoc. Professional Land Surveyors P,O. BOX 289, WOODINVILLE, WA 98072 PHONE: (425) 486-1252 FAX: (425) 486-6108 't: ". '.J, ,- -' ' .. -' '. -, . .---.- (-- = l-'---C '. L __ '--' ,'-I LANDSCAPE WALL, SEE 11/L2_01 f---~---; --~---------~------_l\ ______ + _____ ~ ______ + _______ ,; ____ , h' I ; "; &m ' \ SE 7' 9TH ST' !/~ ---------~------=---------~----.. --------'----~------':-=.-----------.~_\_--. ------.--~ -----= - ! l<t>\-y-:r----. -7'''/;--=-,--====~=-=---=_::.~-=_ -=-==-------=====--"'==~ CONCRETE PAVING / /' . -'~=--Z::-;:;1~~==-=:-:--:-=+--=-;;;:A;;:;:::::-=-=-z::-;_:::::::;;c c-c+~==z;;.=-:-;-z::-:-;;::::c-:=~. --c---__ "-! 0' '-:-'~7 ->,,~ '~'-" ;~\-'C" I , I I I ,_,' I I ,,' !i -~ '" " -"', "':-. I -P-~i-c:---;~-I' -~. -~-~ .. ~ NEW ROCK WALL :1!!i;~4~~--f~f7=-~71~-TRASH RECEPTACLE :: ~1-,--~--+--+-j-----+--l;~H~+~r--PICNIC TABLE ADA PLAY CURB "\~'~~~~~~~="='~4=j, ~--/7+7~---:.-c-+'-I--BLACK VINYL CHAINLINK FENCE, 10' HI 'fJiF';~4-77'~. it.I --BASKETBALL POST, SEE 12/L201 , " ~ .. PLAY AREA, AGES 2-5 CONCRETE STAIR AND ----!--- HANDRAIL .' i , I , ' ! . LAWN AREA TYP, SEE----:-~-+i-~M_~ PLANTING PLAN L 102 I i I : I , PLANTING AREA TYP, SEE--~-++-+~------f:'M-'7'". PLANTING PLAN L 1_02 WOOD FENCE (6' HT),; SEE 22/L2,01 , . / , ! \ ! I! 1464 1 i " 468 ii' i ,. 466 i .!. , . ! , , , , . i . , ! , ! i '. " '- , , , , TRACTC ,0 , . . ,;'" ,>;,S-"'~+';'7':c;,,:, "'/44":,,:;+,,.··.,:;-,;"';:>"/'.'" v' 'Y<"'>5-'i;';/{-" <,,:s:"','/' ,, __ ., .. (2 TOTAL) I -!---+!---HIh'---1¥--+·-~-+i 1;--CONCRETE PAVING, SMOOTH i I FI~IISH - - - - --i----+t----: I I PICKLE BALL COURT MARKINGS SEE 21 /L2,Q 1 ~1+----'---:f-'=-'7I~-BIKE RACK , I' , , , i ' .• ·1 Ii J I ,I , I I ~~-7"'-~~ -~! -;!~ ,----'-'-1-,.;,,:j --_ .. -" . -_.-_." I ----+ --- iC'i.A~L:!:L~O~U~T~P=,L:!.A~N~-T!IRA~C~T~C~~~~~~--~~~-~~~~~~~~~-0~~5~' ~10' 111 = 10 1-A .. N CONCRETE PAVING ---l---'"I+*~~ 20' SE 720Tf--1 '-.---~- 5-12 AREA --~ ~" q 'f " < < ,~~ 'A'V<, i 1 .~ ~,. . ~; .,' , ~" i '. . ---..~-....:~-~ .. . BIKE RACK --i-----,~qgg~1__: __ -"--~---'--_--c' ~--~ ENTRY SIGN WITH TRELLIS ST ;, :' ,':. " I \ ,I ',I" I ,.><j[')!t'~ ., '~, t· " , -., , . '·1 '. '\ -. ." , i . I ! I \ ! , , / / , I I / I o' I 0 I_-_"""":::"-OH I / I ' I 0 I /1 J i I J ! I I,' I I- i "I -I I I: I I I , III' I: , I' I I- I I' I I I t i " J ; I I I I f "\ . r f , I \1 , I " f . I '.'1 I :1 I I J .! I TRASH RECEPTACLE ~--+g~g~L.. __ -':-c-~~_----:----' CALLOUT PLAN -TRACT B 1 1"=10'-0" o 20' /1 / I N I I I I I THOMAS RENGSTORF AND ASSOCIATES LA~DSCAPE ARClliTECTL'RE SITE PLANNING URBAN DESIGN SUITE 202, [Jl1 WESTERN AVE., SEAnLE WA 98104 PHONE: (206) 682-7562 FAX: (206) 682-4721 . -.:: " i I \ . I , --," 1 . '" .1 -'-1 I ' - PROJECT TITLE EAST RENTON RENTON,WA SHEET TITLE CALLOUT PLAN No. DATE REVISION BY -~ '-- \.-- ~ '\ ---~ " :±t.--- DATE DESIGNED DRAWN CHECKED SCALE TRA No. CAD FILE Sl:pl~mbcr 5, 2012 TR CM,HS TR l/S"=l'-O" [237 PROJECT EAST RENTON SHEET No. L 1 .01 , ,-, -L: ~ -, .' :~-:: ,-' 1,' ,- '-' /-1111--+--------------------________ -;-___ L __ ', ______________ ~~ ____ ! ,{I I lilA ,t SE 7 X 9TH ! !~ I T ! I ! I I I I I I I I I I . I "'I , ,",-'-,'/ i '" " ?-~-'1b4' : ! I. '-:-f 'I ' , I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I J I , I I I I I I I I I I I I I I , 'I I ! ! ii' I Ii : ,: , " , "'ll , I '~ I I 1" = 10'-0" I / / / / / . -".-.---.. -if ···_·· Sf -,--01'--------__ ----_~~~__, ~~------~-,~~-~,--~----,--,--;<c", __ -_-,---,-___ --,~ __ ~ ___________ ' __ ~_~ ___ _ " .. " '. ,. .... .,. .. :", :'.. ", "." : ': . . '. .'. . . . TRAcr c ',' '" '----LAWN ~'" " '. .. :. ',- ': . " .. l //,1 -\\~ .. --/11/ / III \ \ 20' N / / -/ /' .:~ ~ -~ . ... -.~. SE ~------------------------- 720TH , , . ; " , 5-12 AREA .' ... -.: . "',' . '.~. ".". -'- ST TRAcr-B i .. . ,'. -I " "." '"', "' .. -, .~ -~ _ .. -" ... -. -. -~ "' ... ."" - ' .. i ",;. I. "'.-i T.' I I ., I , j . ] . I ---1--1... ___ _ -, \ , ;, I I , I \ , I , I , i, Ii ! / / / j,fS'f ~P~L~A~N~T~~IN~G~P~L=A~N~-_T~RA~C~T~B _________________ ~_r~_~~:~,~1.1~.~~~"""----r-- 1" = 10'-0" 0 5' 10' 20' N THOMAS RENGSTORF AND ASSOCIATES LANDSCAPE. ARCHlTECTURF, SITE PLANNING URBAN DESIGN SUITE 202, 911 WESTERN AVE ,SEATTLE, WA98104 PHONE: (206) 682-7562 FAX: (206) 682-4721 , I " \ ' . T",T --,- ,\',\ H II'. r--·I,IFF~ " 1'1 I I .=<' -I 1- ~v~~'f I =:F 1 ,'--I ::: ~<? PROJECT TITLE EAST RENTON RENTON,WA SHEET TITLE PLANTING PLAN No. DATE REVISION \. --", DATE DESIGNED DRAWN CHECKED SCALE TRA No. CAD FILE PROJECT SHEET No. September 5, 2012 TR CM,BS TIt 1/8"= I '_0" 1237 EAST RENTON BY L 1.02 -, L " 1- , , , ,-,-, LL- ~, 1..L f----;:-,_ '-< ~ ,- - , ' ,--' I ',,' '- ...t~ (" -" , ", I .-) .. (:) '~7 Co' L " " SPREAD (3) 2 ):2" x2 ):2" DIA RND q tHll'--------"'~ DRIVE (MIN 24") FIRMLY INTO r=-I~:D\$~ SUBGRADE PRIOR TO BACKFILLING ARBOR TIE -TREE GUYING MAT,-----~t_~ INSTALL PER MNFR REOUIREMENTS PLANT SO THAT TOP OF ROOTBALL ------t'=t_-, IS LEVEL W/ FINISHED GRADE PLACE FERTILIZER PRIOF, TO ------, MULCH APPLICATION. FEATHER MULCH TO TREE TRUNK, FORM SAUCER w/ 3" CONTINUOUS 1<fM--j...;C' CUT AND REMOVE ALL WRAPPING & -f!-.".-+~;Fr{ BURLAP FROM TOP HAll OF BALL WATER AND TAMP POCKt:TS TO REMOVE AIR, 3" TAMPED TOPSOIL -----rn--t+c+= ----f---f-i¥==_tf=' I 1--1 1 I SCARI FY TO 4" DEPTH " , X BALL DIA;-- ,t I ' II 1 I W+-r--r-----(l) 2 ):2 DIA RND STAKE, DRIVE (24" MIN) FIRMLY INTO SUBGRADE PRIOR TO BACKFILLING rl-H-fI--:----PLANT SO THAT TOP OF ROOTBALL IS 1" ABOVE FINISHED GRADE W~--PLACE FERTILIZER PRIOR TO MULCH APPLICATION, FEATHER MULCH TO BASE OF SHRUB. ~~~D=E~C~ID~U~O~U~S_TR_E_E_P_LA_N_T_I_N_G ___ _ o NOT TO SCALE @ SECTION: MULTI-STEM TREE 12r~3~/~4~"---'1'~0'~'~~~------------------ 2hlA RND STAKE, DRIVE (MIN 24") FIRMLY-------'< INTO SUBGRADE AT APPROX A 45 DEG. ~ii.~:'-t'~~~J PRIOR TO BACKFILLING. ARBOR TIE -TREE GUYING MATERIAL.,-----~~'f---' INSTALL PER MNFR F,EQUIREMENTS PLANT SO THAT TOP OF ROOTBALL,------ IS LEVELW/ FINISHED GRADE PLACE FERTILIZER PFilOR TO MULCH ---"'\ APPLICATION. FEATHlR MULCH TO TREE TRUNK. FORM SAUCER w/ Y' CONTINUOUS RIM J PLANT SO THAT TOP OF ROOT BALL IS LEVEL w/ THE FINISHED GRADE 1';j"'" ,"'" '. __ . ,-,'c---,-7/-- CUT AND REMOVE ALL WRAPPING & !~ ••.... }>~;:: I 1-= BURLAP FROM TOP HALF OF BALL. 'I !. .c:<>L II; =1 I PLANT SO THAT TOP OF ROOTBALL------- IS LEVELW/ FINISHED GRADE PLACE FERTILIZER PRIOR TO MULCH ------, APPLICATION, FEATHER MULCH TO TREE TRUNK. FORM SAUCER W/ 3" CONTINUOUS RIM, PLANT SO THAT TOP OF ROOT BALl. IS LEVEL W/ THE FINISHED GRADE CUT AND REMOVE ALL WRAPPING & -+-,-+-,I--\~iil- BURLAP FROM TOP HALF OF BALL. . I WATER & TAMP POCKETS TO REMOVE I I' . I I -1-1 ~;i~::~:>J [...: ~I~TER & TAMP POCKETS TO REMOV~ --I -i<;:;\;)~:~,;,~~,::::;~;,;;;.~~/ci;;;fi =-. j" TAMPED TOPSOIL C:::~;"";"~,,>:.c'v;:'>';,'-I;:':;';"'>:::~'~:0:'1,-1 I I,---'-jl '---'1>7 SCARIFY TO 4" DEPTfI _~;'i:;:jlfT·§:'f~~j~1~~;j;{~:T:t~~~it~r;tpl-_' I AIR, SEE SPECIFIED PLANTING MIX. I 1==1 3" TAMPED TOPSOIL----j~~1 ~E§~~ 1 '= " "" .' :-1 ~~, ~1:"1_ II -i ' , -n -r ,.-I --- =-;1 "VJIES, IR~ B~LL ~ 11-,1,1-I? @3~=E~V=ER~G~R~E~E~N __ T_RE_E __ P_L_A_N_TI_N_G __________ _ NOT TO SCALE PLANT SO THAT TOP OF ROOTBALL -------, IS LEVELW/ FINISHED GRADE PLACE FERTILIZER PRIOR TO MULCH APPLICATION. FEATHER MULCH TO TREE TRUNK. FORM SAUCER W/ 3" CONTINUOUS RIM, . _I PLANT SO THAT TOP OF ROOT BALL /'.:' IS I FVFI W/ IlIE "NISHED GRAD1~~,7L: . ~ .. " .. 1 .. 1 1:2 I -WATER & TAMP POCKETS 1-=-cd • , -I !-~ N -, TO REMOVE AIR ,_I ._1 -J..i-~rl ~-I~~. J SCARIFY TO 4" DEPTH ---------~ GROUNDCOVER AND PERENNIAL PLANTING NOT TO SCALE I!=I' 1-SCARIFY TO 4" DEPTH -----'-----f---'-'-J VARIES, ROOTBALL + 12" ? I ~~S~H~R~U_B~P~L~A~N~T_IN_G ______________ _ V NOT TO SCALE \ \ / \ / -0----0----0- \ / 0----0----0----0- \ o (X) 0 -EQ,--. ---0 /\ /\ /\ DISTANCE (X) AS SPECIFIED IN THE PLANT TABLE ~r~P=L~A=N~:~P~L_A_N_T __ S_P_A_C_IN_G ________ ___ Q NOT TO SCALE PLANT SCHEDULE TREES o Cj C) # C~ o (~) GRASSES , . GROUND COVERS D G·····, ". .' ": .' ........................... . ,-. -" BOTANICAL NAME ACER CIRCINATUM AMELANCHIER ALNIFOLIA CORNUS KOUSA 'EDDIE'S WHITE WONDER' CRATAEGUS X LAVALLEI PINUS NIGRA TILIA CORDATA 'GREENSPIRE' URBAN TOLERANT BOTANICAL NAME ARBUTUS UNEDO 'COMPACTA' BERBERIS THUNBERGII 'CRIMSON PYGMY' CALLUNA VULGARIS 'AUREA' CORNUS STOLONIFERA 'FLAVIRAMEA' CORN US STOLONIFERA 'KELSEY' ERICA CARNEA 'DECEMBER RED' EUONYMUS ALATUS 'COMPACTUS' LlRIOPE MUSCARI 'ALBA' MYRICA CALIFORNICA PHILADELPHUS VIRGINALIS PHORMIUM TENAX POLYSTICHUM MUNITUM RIBES SANGUINEUM ROSMARINUS OFFICINALIS 'BLUE SPIRES' RUDBECKIA FULGIDA 'GOLDSTURM' SPIRAEA JAPONICA 'ANTHONY WATERER' SPIRAEA JAPONICA 'GOLDMOUND' BOTANICAL NAME CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' CAREX ELATA 'BOWLES GOLDEN' IMPERATA CYLINDRICA RUBRA MISCANTHUS SINENSIS 'GRACILLIMUS' BOTANICAL NAME ARCTOSTAPHYLOS UVA-URSI 'VANCOUVER JADE' TURF HYDROSEED COMMON NAME CONT VINE MAPLE B & B SERVICEBERRY B & B KOUSA DOGWOOD B & B HAWTHORN B & B AUSTRIAN BLACK PINE B & B GREENSPIRE LlTILELEAF LINDEN B & B COMMON NAME CONT DWARF STRAWBERRY TREE 5 GAL CRIMSON PYGMY BARBERRY 3 GAL HEATHER 2 GAL YELLOWTWIG DOGWOOD 2 GAL KELSEY DOGWOOD GAL DECEMBER RED HEATH GAL COMPACT BURNING BUSH 3 GAL WHITE LILY TURF GAL PACIFIC WAX MYRTLE 5 GAL MOCK ORANGE 3 GAL NEW ZEALAND FLAX 5 GAL WESTERN SWORD FERN 1 GAL RED FLOWERING CURRANT 2 GAL ROSEMARY 2 GAL GOLDSTURM BLACK-EYED SUSAN 1 GAL JAPANESE SPIREA 1 GAL SPIREA 2 GAL COMMON NAME CONT FEATHER REED GRASS 2 GAL BOWLES GOLDEN SEDGE 1 GAL JAPANESE BLOOD GRASS GAL MAIDEN GRASS 3 GAL COMMON NAME CONT VANCOUVER JADE BEARBERRY 1 GAL@ 30" OC DROUGHT TOLERANT FESCUE BLEND SEED 2"CAL 6'-8' HT 2 MULTI-STEM 6'-7' HT. 7 2.5"CAL 6' H 7 2"CAL 8'-10' HT. 7 8'-10' HT. 20 2.5"CAL 12'-14' HT 8 MIN HT ISPREAD O.C. SPCG 7 43 97 36" 71 18" -24" 24" 46 AS SHOWN 94 36" 16 160 23 36" 21 36" 1 1 103 36" 15 32 AS SHOWN 177 30" 134 89 MIN HT ISPREAD O.c. SPCG 36" 16 49 24" 108 12" -18" 13 SPCG AP RT 594 9,964 SF ---.. "-----, "-";-Z{Y/.-'"N/ L" ~, "7 THOMAS RENGSTORF AND ASSOCIATES LMWSCAPE ARCllITECTURE SITF. PLANNJN(; URBAN DESIGN SUITE 202, 911 WESTERN AVE., SEAnLE, WA 98104 PHONE: (206) 682-7562 FAX: (206) 682-4721 ------- . r I II !.. -(,- \', r : -',' -;--r I -'r ___ ' L ~ _:, II ,'-'" ,-- F HI - 1 II";" -,-r· _ -}- PROJECT TITLE EAST RENTON HI<:NTON,WA SHEET TITLE PLANT SCHEDULE AND PLANTING DETAILS No. DATE REVISION BY -,~ .~-- " \, ----- =.d'l , \,\,-- ~ \_. "-~'''''''' -, ''\-,----'-- ""._0 DATE September 5,2012 DESIGNED DRAWN CHECKED SCALE TRA No. CAD FILE TR CM,BS TR IIS"= 1 '-0" 1237 PROJECT EAST RENTON SHEET No. L 1.03 ~ 'L ________________________________________________________________________________________________________ ------------------------------------------______________________ ~ ____________ ~ -----' ~ \ 'J - " L " ~ , , , , e- , - J , - , " ----I~ ,- r , LJ ,~ SEE PLAN FOR TOP OF WALL ELEVATION NOTE STRUCTURAL TO APPROVE WALLS OVER 4' HT i--II ~I--I - " ,! II! 11-=11 PISA 2, :iTANDARD UNIT---¢:;~.-'-TtIII='1 -' '1-I-' _ ~~~ ,J-c:--"-~-, '=11 D I' I ---T'-~---r-' , 'E-: '," ,1= ; je-INFILL/RETAINED SOIL '11-:1 11 I 4" PERFORATED DRAIN WITH -T-:--:c.~~h FILTER SOCK . I 'I ::c FINISHED GRADE --~ . -: II -, ,-'~II I =1 _. I-I '" 1_ c=III~II-. ' .=, 1-, I _ 1-Ii, I b i '-"11:=11 =: I • Ii, ~ . I I I II -1-I, =11= 11== II _II~ III~~"~~ ~iti -1111 .... -II -,,--11 =1 = 11,11 --I --1-II 111-'-11" n_1 -' 1-' I ,-",-,c -I-I -,-:I-III-il- 4" COMPACTED CRUSHED ROCK COMPACTED SU8GRADE ----' II' l "FF "I' L~ ,,,,, r ',11,.1 ,,,' .Ue' 15' , 7' 21 PLAN: PICKLEBALL COURT MARKINGS 114" - 1 ',0" AT FULL SCALE I ~ I , , , , , ·i 44' I , \ -' . :,I[E - / 6" SCH, 40 STEEL POST FOR BASKETBALL HOOP ·-NO. 4 REBAR @ 15" O.C., HORIZONTAL MAINTAIN 2" CLEARANCE FROM ALL SIDES -ASPHALT BASKETBALL COURT -%" MINUS CRUSHED ROCK, TYP. -NO. 5 REBAR @ 15" O.C., VERTICAL MAINTAIN 2" CLEARANCE FROM ALL SIDES I N STALL 8" GAL V STEEL PIPE SLEEVE 4'-6" LONG IN CONCRETE FOUNDATION, THEN GROUT POST INTO PIPE '*""1 '---.JUUU PSI CONCRETE ,'" '0 ~E:,f -J 'T !',' q '."ITF:, ,'I, e, f)I'TClj ---, ~ L_ ~ , ' , NOTES: ALIGN POST WITH FENCE, SEE PLAN. BASKETBALL RIM HEIGHT IS 10'. l NOTES 2"X6" STRINGER:, 1 "X6" PLANKS 4"X4" POST 1. PRIVACY FENC:: TO FOLLOW FI~ISHED GRADE, SIEP IN 24" VERIICAL INCREMENTS SCALE 3/4'-1-0 ., I ""'" IJ t-' "" , .... "" , . . , AS REOUIRED .... ..... .•. ·1 .... 1---..... . I I v ,-_ -__ ' . -, i--'" ,-I = 1-11-111--'-1-' I Ilc;-~,,-- i 11= 11= ' •.• ~ i I~_"~'.I. ; ·li--,,~-.. -'=' [-I,ll I,ll -L 11 II-~ -I----II~: . i .~~'f"lf_r_I'='I'-. _ I, 11-1 III,' I, '. , .. 11-11111 _ -l::cc; I -, 1-':1 i =1 = 1=1 = I 1111 I =' ~ .1== 1 i-~-e I. -I -• il I -1-" II--,i I 1-I -III"'" -1--1 -I II ..~--, =-" . ll-ITI "I A-I i-III II ! I ! !-II 1-11,1 -1-=,1= ·cc'. 11=11 ··1 ='. '.' 11-,11-= ,11 ',=1 '1' :0 !-II-II! ... . -II !-!!' 1.:.--: Ie 11= !-... .-1 I __ I -=:"' :. : II I' : I - ---... -." -'"-q"cl = 1=' ,=-!'-'III _L.l I ~--'-::='rr-" _ ____ -, 1_ , -"I -, --, . '·J-·I -, ee: -1= '11= , :=.' - -I ---. I 1-, ---I ---I - ; -,! :1,,'1 LJ-... -I!I-:II LI::: -,-~ ---~- FENCE POST -PRESSURe Tr!EATED 4 x 4. EMGCD INTO CO~CRElE =OOTING. TOP 0= POST FLUSH w/ CI\P TOP RAIL: TIGHT KNOT CEDAR 2 x 4 FFNCF PlANK TIGHT KNOT CEDAR 1 x 6 CENTER Oi~ POST ANIJ RAIL POSITIO~ TIGHTLY SIDE TO SIDE, NO SPACES BETWEE~I PLA~KS M,DDLE IIAII: TIGHT KNOT CEDAR ) x 4 BOTTOM RAil: TIGHT KNOT CEDAR 2 x ~ FACING INTFRIOR OF LOTS ALLOW 4" CLEARANCE mOM FINISHED GRADE TO BOTTOM OF RAil. STRII\IGER L Sl~l FACFS 10 FAST. FINISHm BOARI) FACES 10 WEST TYP. FINISHED GRADE CONCRC:TE FOOTII~G: size 1)" x 24" CIRCU_AR FOOTING EMBED POST INTO POST HOLE AND POUR CONCRETE. SLOPf lOP OF fOOTINC AWAY FROM POST ON ALL SIJES •• • :::-JII. __ _ . I CitVO! D . . '''''fifO Plannmg o' .-n . IV/Sian ocr 08 lUll THOMAS RENGSTORF AND ASSOCIATES LANDSCAPE ARCHITECTURE SITE PLANNING URBAN DESIGN SUITE 202, 911 WESTERN AVE., SEATTLE, WA9S104 PHONE: (206) 682-7562 FAX: (206) 682-4721 ;' " , '--,- 'ii - , . · .. Ii . F :E:;-U L~I L':. "'I-I. ~-_-_ PROJECT TITLE EAST RENTON .RE!\,[O:'>l", \VA SHEET TITLE SITE DETAILS No. DATE REVISION ,. ,/ \ ---. -------. ,~ " • -, ~{" ----- DATE Scpt(:IIlbcr 5, 2012 DESIGNED DRAWN TR eM, us CHECKED TR SCALE 118"=1'-0" TRA No. 1237 CAD FILE PROJECT EAST RENTON SHEET No BY L2.01