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HomeMy WebLinkAboutLarge FormatLUA-08-108-FP LND-10-0441 ALDER CRO:SSING VOL/PG NW 1 / 4, CITY NE OF R. 5 E., W.M. AKA: WEST COAST ·1/4, SEC. 15, T. 23 N., RENTON, KING C:OUNTY, WASHINGTON DEDICATION/CERTIFICATION: KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SUBDIVIDED, HEREBY DECLARE THIS 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 SHOW~I AS PRIVATE HEREON ANU DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH TIIE 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 GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACE, UTILITIES AND DRAINAGE, UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE 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 THE ESTABLISHMENT, CONSTRUCTION, OR MAINTENANCE OF ROADS AND OR DRAINAGE SYSTEMS WITHIN THIS SUBDIVISION ornER THAN CLAIMS RESULTING FROM INADEQUATE fAAINTENANCE BY THE CITY OF RENTON. FURTHER, 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 ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB-SURFACE WATER FLOWS WITHIN THIS SUBDIVISION OR BY ESTABLISHMENT, CONSTRUCTION OR MAINTENANCE OF THEIR ROADS WITHIN THIS SUBDIVISION, PROVIDED THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONS! RUED AS RELEASING THE Cl fY 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, I rs SUCCESSORS, OR ASSIGNS UPON THE RECORDING OF THIS PLAT, TRACTS A, B, AND D THROUGH F, ARE HEREBY GRANTED AND CONVEYED TO THE ALDER CROSSING HOMEOWNERS ASSOCIATION (HOA) FOR NGPA AND DRAINAGE. OWNERSHIP AND MAINTENANCE OF SAID TRACTS SHALL BE THE RESPONSIBILITY OF THE HOA. IN THE EVENT THAT THE HOA IS DISSOl.VED OR OTHERWISE FAILS TO MEET ITS PROPERTY TAX OBLIGATIONS 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 INTERESf IN THE TRACTS PREVIOUSLY OWNED BY THE HOA AND HAVE THE ATIENDANT FINANCIAL AND MAINTENANCE RESPONSIBILITIES. fHIS f'LAT IS SUBJECT TO THE DECLARATION OF COVENANTS, CONDITIONS, AND RESTRICTIONS FOR ALDER CROSSING RECORDED UNDER RECORDING NUMBER .).OJ!Lj.1)_"{1:J.'J~Q_/.~'$-3'------· 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. 2iti~s,f!9,+-- A WASHINGTON LIMITED LIABILITY COMPANY. ~-~. FOR KEYBANK NATIONAL ASSOCIATION ACKNOWLEDGMENTS STATE OF WASHINGTON ) .,,,,. • )ss COUNTY OF -~~---) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT ERIC H. CAMPBELL IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACK~IOWLEDGED THAT HE SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE IS AUTHORIZED TO EXECUTE THIS INSTRUMENT AND ACKNOWLEDGED IT AS THE PRESIDENT OF CAMWEST DEVELOPMENT, INC., MANAGING MEMBER OF CAMWEST ALDER CROSSING LLC., A WASHINGTON LIMITED LIABILITY COMPANY TO BE THE FREE AND VOLUNTARY ACT SUCH PARTY FOR THE USES AND THE PURPOSES MENTIONED IN THE INSTRUMENT. DATED --SllJ.. \J)~------------------- ' SIGNATURE OF ~' 'n.>-JL NOTARY PUBLIC ___ ~--°'-. ______ ......,c,--.. MY APPOINTMENT EXPIRES ___ C\ \ ~llll..U__(L __ --re.Ms STATE OF WA3r-lll,GTON ) )SS COUNTY OF Jf:A l,U s ---) I CERTIF{ WAT 1~ KfiP~ vOJ HAVE SATISFACTORY EVIDENCE THAT -----~Q_JjJ!__n..:._S,_/t~------------IS THE PERSON WHO APPEARED BEFORE ME, ~ SAID PERSON ACKNOWLEDGED THAT (lli1/SHE/THEY) SIGNED THIS INSTRUMENT, ON OATH STATED THAT ({t!J;i'/SHE) IS AU1fif~IZEQ.. TO EXECUTLJHIS INSTRUMENT AND ACKNOWLEDGED IT AS THE __ \/_i,.,f;_.t'J~J3.JDf!:NL _________ OF KEYBANK NATIONAL ASSOCIATION TO BE THE FREE AND VOLUNTARY AC! SUCH PARTY FOR THE USES AND THE PURPOSES MENTIONED IN THE INSTRUMENT. CITY OF RENTON PUBLIC WORKS DEPARTMENT ,,... · 1 EXAMINED AND APPROVED THIS . j _ DAY OF _,vy-1 ______ , 20 ~'f... ___ }J .tJ_ u}d/;j .fv1 ADMINISTRATOR ------- CITY OF RENTON MAYOR EXDIN co_ AND APPRO':::',l}IIS _if!" DAY OF_ ,ip _ri I -~-• --~-~----------------- MA' OR 2o_t'i. CITY OF RENTON (/,. EXAMINED AND APPROVED THIS j_ __ DAY OF-~-----• 20,P.1_. aTY~-~-JJ}~,,..._, ______________ _ CITY OF RENTON FINANCE DIRECTOR'S CERTIFICATE I HEREBY CERTIFY THAT HIERE ARE NO DELINQUENT SPECIAL ASSESSMENTS AND THAT ALL SPECIAL ASSESS~IENTS CERTIFIED TO THE CITY TREASURER FOR COLLECTION ON ANY PROPERD.;.: HEREIN CONTAINED DEDICATED FOR SrREETS, ALLEYS OR OTHER PUBLIC USES ARE PAID IN FULL THIS -~--DAY OF ~i_J _________ , 200..J_. -(3,,,..... ..... 0-:.. "Y'Y\ . -{;)~ ------ FINANCE DIRECTOR f<ING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS .:LtL_ DAY OF -~----20_Q.q_. Ss:c2fr ___ tl_o_bl~----_jf~ __ dt)~ KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR ACCOUNT NUMBERS: 152305909607 152305904004 152305913203 152305903907 152305900101 !<INQ COUNTY FINANCE DIVJSION __ CERIJfJ..C;eJE I HEREBY CERTIFY THAT THIS PLAT OF ALDER CROSSING, IS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. THAT THE COURSES AND DISTANCES ARE SHOWN CORRECTLY THEREON; THAT THE MONUMENTS WILL BE SET AND THE LOT AND BLOCK CORNERS WILL BE STAKED CORRECTLY ON THE GROUND AS CONSTRUCTION IS COMPLETED AND TIIAT I HAVE FULLY COMPLIED WITH THE PROVISIONS OF THE PLATIING REGULATIONS. CL--~-··--.... ---------~--------------------CHRISTOPHER SHANE BARNES, P.L.S. CERTIFICATE NO. 35145 MEAD GILMAN & ASSOCIATES P.O. BOX 289 WOODINVILLE, WA 98072 --, PHONE: ( 425) 486-1252 RECORDING CERTIFICATE Rf'(:0Rf)ING NO. CONFORMED COPY 20090409001082 CITY OF RENTON PLAT 108 00 PAGE001 OF 006 . 04/09/2009 14:28 KING COUNTY, WA JOB NO. 04044 SHEET 1 OF 6 UNCIL THIS ______ DAY OF _______ M. AND RECORDED IN VOLUME ______ OF , WASHINGTON. !ECORDS Mead Gilman & Assoc. Professional Land Surveyors P.O. BOX 289, WOODINVILLE, WA 98072 PHONE: (425) 486-1252 FAX: (425) 486-6108 < 0 r " -0 G) ______________ , _______________________________ _._ ________________________ ...1 __ -J LUA-08-108-FP LND-10-0441 ALDER CROSSING VOL/PG AKA: WEST COAST 15, T. 23 N., COUNTY, NW 1 / 4, CITY NE OF 1/4, SEC. RENTON, KING LEGAL DESCRIPTION PARCEL A THE sourH HALF OF THE NORTHWEST 1/4 OF THE NORTHWESI 1/4 OF THE NORTHEAST 1/4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.; EXCEPT THE WEST 30 FEET AND THE EAST 30 FEET THEREOF; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. PARCEL B THE NORTH HALF OF THE SOUTHWEST 1 / 4 OF THE NORTHWEST 1 / 4 OF THE NORTHEAST 1 / 4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.; EXCEPT THE EAST 30 FEET AND THE WEST 30 FEET FOR ROAD; AND EXCEPT THAT PORTION TIIEREOF CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NO. 8705050923; TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER, UPON AND ACROSS THE SOUTH 30 FEET OF THE WEST 220 FEET OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.; EXCEIJT THE WEST 30 FEET; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. PARCEL C: THE WEST 19 FEET OF THE EAST 150 FEET OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1 / 4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.; EXCEPT THE NORTH 42 FEET CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED FEBRUARY 3, 1965, UNDER RECORDING NUMBER 5840155; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL D: THE ~WRTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.; EXCEPT THE EAST 150 FEET; EXCEJJT THE WEST 30 FEET; AND EXCEPT THE NORTH 42 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD, BY DEED RECORDED UNDER REC01<DING NO. 5738288; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. PARCEL E: THE WEST 24 FEET o~-THE WEST HALF OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1 / 4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.; EXCEPT THE NORTH 42 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD UNDER DEED RECORDED UNDER RECORDING NO. 5840155; AND THE EAST 131 FEET OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 15; SITUATE IN THE CITY OF RENTON, COUNIY 01: KING, STATE OF WASHINGTON. 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 APPROVElJ PLANS WILL REQUIRE WRITIEN 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 SIORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS ON FILE WITH RENTON DEVELOPMENT SERVICES DIVISION. THIS PLAN SHALL BE SUBMITIED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO FINAL BUILDING INSPECTION APPROVAL. 3. NO LOT OR PORTION OF A LOT IN THIS PLAT SHALL BE DIVIDED AND SOLD OR RESOLD OR OWNERSHIP CHANGED OF! 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. SUBJECT TO RESERVATIONS CONTAINED IN DEED FROM HIE NORTHERN PACIFIC RAILROAD COMPANY DATED FEBRUARY 17TH. 1891, RECORDED JUNE 4, 1891, UNDER RECORDING NUMBER 79509. 5. SUBJECT TO RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON THE LAND HEREIN DESCRIBED AS GRANTED TO KING COUNTY BY DEEDS RECORDED UNDER RECORDING NO. 5738288. 6. SUBJECT TO RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON THE LAND HEREIN DESCRIBED AS GRANTED TO KING COUNTY BY DEEDS RECORDED UNDER RECORDING NO. 5840155. 7. SUBJECT TO AN EASEMENT FOR UTILITIES AND DRAINAGE FACILITY, AND THE TERMS AND CONDITIONS THEREOF, RECORDED UNDER RECORDING NUMBER 8706230522. 8. SUBJECT TO AN EASEMENT FOR UTILITIES AND DRAINAGE FACILITY, AND THE TERMS AND CONDITIONS THEREOF. RECORDED UNDER RECORDING NUMBER 8706230523. 9. SUBJECT TO AN EASEMENT FOR UTILITIES AND DRAINAGE FACILITY, AND THE TERMS AND CONDITIONS THEREOF, RECORDED UNDER RECORDING NUMBER 8706230524. AS AS AS 10. SUBJECT TO AN EASEMENT FOR UNDERGROUND UTILITIES AND THE TERMS AND CONDITIONS THEREOF AS RECORDED UNDER RECORDING NUMBER 20080305000587. 11. SUBJECT TO CITY OF RENTON ORDl~IANCE NO. 4612 AND THE TERMS AND CONDITIONS THEREOF AS RECORDED UNDER RECORDING NUMBER 9606210966. 12. TRACT C IS A PRIVATE ACCESS TRACT FOR INGRESS, EGRESS, PRIVATE DRAINAGE AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 28 AND 29, OWNERSHIP OF LOTS 28 AND 29 WITHIN THIS PLAT INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT C, AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID TRACT. 13. THE NATIVE GROWfH PROTECTION AREA (NGPA) IN THIS PLAT IDENTIFIES THE WETLANDS. THE CREATION OF THE NGPA CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE AREA. THIS INTEREST SHALL BE FOR THE PURPOSE OF PRESERVING NATIVE VEGETATION FOR THE CONTROL OF SURFACE WATER AND EROSION, VISUAL AND AURAL BUFFERING, AND PROTECTION OF PLANT AND ANIMAL HABITAT. THE NGPA IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE LAND, ENFORCEABLE ON BEHALF OF THE PUBLIC BY THE CITY OF RENTON TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE NGPA. THE VEGETATION WITHIN THE NGPA MAY NOT BE CUT, PRUNED COVERED BY FILL. REMOVED OR DAMAGED WITHOUT EXPRESS WRITIEN PERMISSION FROM THE CITY OF RENTON, PROVIDED HOWEVER, THAT THE OWNERS OF THE LAND MAY REMOVE DISEASED TREES. THE RIGHT OF ENTRY HEREIN SHALL APPLY TO THE AGENTS, OF REPRESENTATIVES AND EMPLOYEES OF THE OWNERS OR SUBSEQUENT OWNERS THE LAND. 14. THE OWNERS AND FUTURE OWNERS OF TRACT A HEREBY PERMIT THE CITY OF RENTON, ITS SUCCESSORS AND ASSIGNS TO USE THE AREA OCCUPIElJ BY THE FENCE AND DETENTION POND AS SHOWN ON SHEET 3 OF 6. REFERENCES 1. PLAT OF MORGAN PLACE AS RECORDED IN VOL. 205 OF PLATS, PAGE 68, UNDER RECORDING NO. 20020228001891, RECORDS OF KING COUNTY, WASHINGTON. 2. LAURI'S MEADOW SHORT PLAT AS RECORDED IN VOL. 180 OF PLATS, PAGES 220-221, UNDER RECORDING NUMBER 20041222900005. 3. PLAT OF JERICHO ESTATES AS RECORDED IN VOL. 234 OF PLATS, PAGES 78-80, UNDER RECORDING NUMBER 2006053000197 4. 4. SHORT PLAT NO. 881050 AS RECORDED UNDER RECORDING NUMBER 8201220536. 5. SHORT PLAT NO. 488038 AS RECORDED UNDER RECODRING NUMBER 8909120157. 6. MAGNUSSEN PLAT AS RECORDED IN VOL. 247 OF PLATS, PAGES 27-31, UNDER RECORDING NUMBER 20080326000480. R. 5 E., W.M. WASHINGTON 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 NEGLIGEN1 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, 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 TEN FEET PARALLEL WITH AND ADJOINING THE SrREET FRONTAGE OF ALL LOTS AND TRACTS IN WHICH TO INSTALL, LAY CONSTfWCT, RENEW. OPERATE AND MAINTAIN UNDERGROUND CONDUITS, CABLE, PIPELINE, AND WIRES WITH THE NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVICE TO THIS SUBDIVISION AND OTHER PROPERTY WITII EI_ECTRIC, TELEPHONE, GAS, CABLE T.V. SERVICE, SEWER, WATER AND DRAINAGE TOGETHER WITH THE RIGHT TO ENTER UPON THE EASEMENTS 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 SIGNAL FOR OTHER PURPOSES, SHALL BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT ATIACHED TO A BUILDING. 2. ALL PUBLIC WATER EASEMENTS AS SHOWN ON THE MAP SHEETS OF THIS PLAT OF ALDER CROSSING ARE HEREBY CONVEYED AND GRANTED TO KING COUNTY WATER DISTRICT NO. 90, FOR THE PURPOSE OF PROVIDl~IG THIS PLAT AND OTHER PROPERTIES WITH WATER SERVICE. ALL WATER FACILITIES WITHIN SAID EASEMENTS SHALL BE OWNED AND MAINTAINED BY THE KING COUNTY WATER DISTRICT NO. 90. 3. ALL PUBLIC SEWER EASEMENTS AS SHOWN ON THE MAP SHEETS OF THIS PLAT OF ALDER CROSSING ARE HEREBY CONVEYED AND GRANTED TO THE CITY OF RENTON WATER AND SEWER UTILITIES FOR THE PURPOSE OF PROVIDING THIS PLAf AND OTHER PROPERTIES WITH SEWER SERVICE. ALL SEWER FACILITIES WITHIN SAID EASEMENTS SHALL BE OWNED AND MAINTAINED BY THE CITY OF RENTON WATER AND SEWER UTILITIES. 4. THE 5 FOOT DRAINAGE EASEMENT OVER, UNDER, AND ACROSS LOTS 42 THROUGH 45 AS SHOWN HEREON, IS FOR THE BENEFIT OF LOTS 41 THROUGH 44. LOTS 41 THROUGH 45 SHALL BE RESPONSIBLE FOR THE COST OF MAINTENANCE, REPAIRS OR RECO~ISTRUCTION OF THAI PORTION OF THE DRAINAGE SYSTEM USED IN COMMON WITH THE EXCEPTION THAT OWNERS OF ANY LOWER PARCEL SHALL NOT BE RESPONSIBLE FOR THE STORM LINE ABOVE THEIR CONNECTION. 5. THE 5 FOOT DRAINAGE EASDAENT OVER, UNDER, AND ACROSS LOTS 47 AND 48 AS SHOWN HEREON, IS FOR THE BENEFIT OF LOTS 46 THROUGH 48. LOTS 46 THROUGH 48 SHALL BE RESPONSIBLE FOR THE COST OF MAINTENANCE, REPAIRS OR RECONSTRUCTION OF THAT PORTION OF THE DRAINAGE SYSTEM USED IN COMMON WITH THE EXCEPTION THAT OWNERS OF ANY LOWER PARCEL SHALL NOT BE RESPONSIBLE FOR THE STORM LINE ABOVE THEIR CONNECTION. 6. THE 5 FOOT DRAINAGE EASEMENT OVER, UNDER, AND ACROSS LOTS 50 AND 51 AS SHOWN HEREO~i. IS FOR THE BENEFIT OF LOTS 49 THROUGH 51. LOTS 49 THROUGH 51 SHALL BE RESPONSIBLE FOR THE COST OF MAINTENANCE, REPAIRS OR RECONSTRUCTION OF THAT PORTION OF THE DRAINAGE SYSTEM USED IN COMMON WITH THE EXCEPTION THAT OWNERS OF ANY LOWER PARCEL SHALL NOT BE RESPONSIBLE FOR THE STORM LINE ABOVE THEIR CONNECTION. 7. THE 5 FOOT DRAINAGE EASEMENT OVER, UNDER, AND ACROSS LOT O AS SHOW~ HEREON, IS FOR THE BENEFIT OF LOTS 33 AND 40. LOTS 33 AND 40 SHALL BE RESPONSIBLE FOR HE COST OF MAINTENANCE, REPAIRS OR RECONSTRUCTION OF THAT PORTION OF THE DRAINAGE SYSTEM USE IN COMMON WITH THE EXCEPTION THAT OWNERS OF ANY LOWER PARCEL SHALL NOT BE RESPONSIBLE FOR THE STO M LINE ABOVE THEIR CONNECTION. DECLARATION OF COVENANT : '·iE OWNER(S) OF THE LAiW f'.MBRACED WITHIN THl'3 PLAT, IN RETURN FOR THE BENEFIT TO ACCf~UE FR0,\,1 THIS SUBDIVISION, BY SIGi"llNG HERE.UN, COVEl~ANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS PLAT fO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISION THEREOF. THIS COVENANT SHALL RUN WITH THE LANO AS SHOWN ON THE PLAL RESTRICTIVE TREE COVENANT NOTE THE LOT OWNERS AND THEIR SUCCESSORS ARE SUBJECT TO A DECLARATION OF RESTRICTIVE COVENANTS REGARDING THE INSTALLATION AND MAINTENANCE OF TWO ORNAMENTAL TREES, A MINIMUM CALIPER OF 1-1 /2 (DECIDUOUS) OR 6-8 FEET IN HEIGHT (CONIFEROUS) PER EACH NEW LOT WITHIN THE 20 FOOT YARD SETBACK AREA. ADDHESSING BLOCK LOT # HOUSE # 1 371 2 363 3 357 4 351 5 337 6 331 -~-----~----- 7 325 8 301 9 273 10 267 1 1 261 12 255 1----~-·- 13 5003 14 5009 15 5015 16 5021 17 5029 18 5035 19 5034 20 5028 21 5020 22 5004 23 250 24 256 25 262 26 268 27 274 28 5001 29 5007 30 5011 JOB NO. 04044 SHEET 2 OF 6 ----·---- - ROAD NAME FIELD PL NE FIELD PL NE FIELD PL NE FIELD PL NE FIELD PL NE FIELD PL NE FIELD PL NE FIELD PL NE GRAHAM AVE NE GRAHAM AVE NE GRAHAM AVE NE GRAHAM AVE NE NE 2ND CT NE 2ND CT NE 2ND CT NE 2ND CT NE 2ND CT NE 2ND CT NE 2ND CT ~IE 2ND CT NE 2ND CT NE 2ND CT GRAHAM AVE NE GRAHAM AVE NE GRAHAM AVE NE GRAHAM AVE NE GRAHAM AVE NE NE 3RD ST NE 3RD ST NE 3RD ST LOT # HOUSE # ROAD NAME 31 5019 NE 3RD ST 32 5027 NE 3RD ST 33 315 HOQUIAM AVE NE 34 5030 NE 3RD ST 35 5024 NE 3RD ST 36 5018 NE 3RD ST 37 5012 NE 3RD ST 38 5006 NE 3RD ST ·- 39 5000 NE 3RD ST ·- 40 320 GRAHAM AVE NE 41 385 GRAHAM AVE NE 42 379 GRAHAM AVE NE 43 373 GRAHAM AVE NE 44 367 GRAHAM AVE NE 45 361 GRAHAM AVE NE 46 355 GRAHAM AVE NE 47 335 GRAHAM AVE NE 48 329 GRAHAM AVE NE 49 323 GRAHAM AVE NE 50 317 GRAHAM AVE NE 51 311 GRAHAM AVE NE 52 320 FIELD PL NE 53 326 FIELD PL NE 54 332 FIELD PL NE 55 338 FIELD PL NE 56 352 FIELD PL NE 57 358 FIELD PL NE 58 364 FIELD PL NE 59 370 FIELD PL NE --- 60 376 FIELD PL NE l\1ead Gilman & Assoc. Professional Land Surveyors P.O. BOX 289, WOODINVILLE, WA 98072 PHONE: ( 425) 486-1252 FAX: ( 425) 4f56-6108 < 0 r " -u G) LUA-08-108-FP LND-10-0441 ALDER CROSSING VOL/PG AKA: WEST COAST NW 1/4, NE 1/4, SEC. 15, T. 23 N., R. 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON -------------------.--------I 1 o_ N £ 4 th ST. (s £ 12 ) FND. 3" BRASS DISC ON CONC SURFACE~ . . . 8th ST. @ INTX. OF NE 4TH ST. & 148TH AVE \ (BAS_IS OF BEARING) N_88.2 _1,09 .. W • •, • SE. C.O.R. DATA CARD # 1852. (3/0~) _ __,_= _ 2642.56 (R1) 2642.75' (M) ·~ ~: -, • 2288.24' --r -1r:--1Q__ 11 al E LINE OF ·rnE W 24 FEET OF / :__J r -· ~: THE NE 1/4, OF THE NW 1/4, FND. 1-1/2" ALLUMINUM DISC_/ '2-07}_-?2 V 15 14 I rr·- s. 1 / 4 COR. SEC 1 0-23-SE: _/ FND. 3" BRASS DISC "KING I ---r N 88"21 '09" W COUNTY SURVEY MON" SET I FLUSH W/ CONC. (3/04) iw lO -, I I n N I lO () w I ui w I 1-- LL 0 lw z j:J 1-- (/) w =s: w \ 1 2 3 4 5 6 \ \ N aa·24·11" w li.J <1 --J Q_ CJ, cj C: \ 160.03' ,-· -·- UNPLATTED 60 59 58 57 56 55 A 5" ELECTRONIC TOTAL STATION WAS USED FOR THIS FIELD TRAVERSE SURVEY. ACCURACY MEETS OR EXCEEDS W.A.C. 332-130-090. SURVEY CONTROL NARRATIVE 1. THE BOU~IDARY FOR THIS SURVEY WAS CALCULATED PER THE SECTION BREAKDOWN DETAILED IN REFERENCE 1 ON SHEET 2. 2. THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 15-23-SE PER REFERENCE I. THE ANGULAR RELATIONSHIP TO THE RECORDED DOCUMENT WAS ESTABLISHED BY HOLDING THE NORTHEAST CORNER OF SECTION 15, AND ROTATING TO THE NORTH QUARTER CORNER OF SAID SECTION. I OF THE NW 1/4, OF THE NE W/ PUNCH, FLUSH W/ SURFACE ·2'2''\g"Y--\c.O-?.-) 1/4 OF SE[ 15-23-SE. --@ THE INTX. OF NE 4TH ST. J \'\ ~----ifj-l.'!>,'o:> I ~ r m 119 9 9 1 ANO i142:: AVEi SE.2(37/041) s~I ,-~~~Ni;· ;:Ji o;;/;;;G PUNCH I I 2 9 ~~~T~~~fN~ ~ ~~N~ 2~fH ST. ~ L_J ~O.R. DATA CARD #1851. (3/04) i'"C' 1 L _ 1 -1----i r T -1 N ~-3 I 2 ,iT I I l 1 0 1 1 c. ~ I ADQVY ~~ J s };{Et'> 1' I I <\ y C) w 1-1,AlJ~~p.'f pLtGS-30 31 32 I ~s\~~)o ~ ~ voG·zzo--zz , ES , N. £. -3RDG~o <?.Gs -- 324.34' 41 42 "'C 43 >-li.J 44 -l -l "'C 45 46 ='-$ 180,1, ~i Y. 8 ('.) 4 LJ 5 C JElo ttt~s-0 ~ 0 PLACE \1;,~o,,">"' ~------------+-tz r-fSREIT50F 6 JSF3 4, pG ·,---,-~o'v ---1- ~ 6-VO~./ I 34 I 33 I 47 • 0 7 n NORTH LINE OF THE s. 1 /2 OF I T' DA cr_71 _A U THE NW 1/4 OF THE NW 1/4, OF r.. I I THE NE 1 / ~ OF SEC 15-23-SE. N aa· 2·10" w 276 .4 6 • lLI 4-0 33 II 48 ~-~ I ~ I <\<\i I ~\>~ ~s~ I I T~. 3 " ALLEY 8-II - II II I . 9 :38 3-7 36 35 34 JI ~--=-_J__~i __ NE 3R_D~ST._t-.J---~£ J_R~0 - sHEET 6 OF 6 --I _) ------------, ST 32 I 26 27 30 31 25 WETLAND z 0 q N 00 vi N : ~ rr ~ <= I I ~<\i~ ~ I ~vti,~ ~ I <:JV ---------BOUNDARYl J ,:_ --_l_ 51 "- \ ~ / / TRACT B / ~ / U) a I / ~ ------------ 21 20 1 9 ~-~------------.L.___------------L._ ________ CT -----.------- 1 6 17 18 -~ii I I w lO s: I z I") N WI IlO 1--~ LL . 0 () Lu ,-i-(/) ;_" Lt_ 0 > --q-(/)"--.. w~ ~w z LL ow I w 1--z :J ~ I 1---i-:2 "--.. _[] LINE TABLE LINE LENGTH El EARING L1 12.08 N 35"23'17" E L2 4.12 N 64'25'57" W _l_l_ 18.87 N 59'22'15" E L4 8.12 N 77'02'57" E LS 25.90 N 33'37'20" W L6 28.30 N 53"57'35" W L7 7.12 N 11'23'28" E L8 20.66 N 10·02'40" E L9 20.14 N 27'12'05" E l_1_() ___ 10.37 N 32'30'33" E L 11 14.98 N 08'31'57" E L18 9.73 N 51·05'33" W L19 30.18 N 57'31 '37" W SET 1 /2" X 24" REBAR WITH 1 3/ 4" PLASTIC CAP STAMPED "MEAD GILMAN & ASSOCIATES 32434/35145/36811" Mead Gilman & Assoc. PRIVATE UTILTIES EASEMENT. SEE EASEMENT PROVISIONS, NOTE 1, SHEET 2. ESM'T REC # 20080305000:,87 Professional Land Surveyors (M) MEASURED P.O. BOX 289, WOODINVILLE, WA 98072 PHONE: (425) 486-1252 r·Ax: (425) 486-6108 (R1) SEE REFERENCE NUMBER 1 JOB NO. 04044 SHEET 3 OF 6 LUA-08-108-FP LND-10-0441 'ED NW 10 15 \_ 124.52' S. 1/4, SECTION 10, TWP 23 N., RGE. 5 E. FND. 3" BRASS DISC "KING COUNTY SURVEY fAON. SET FLUSH W/ CONG. Lei I.() I t') N I I.() ci w I~ 0 ,t "-.. w z LLI I f-- I~ ,t "-.. - 3: z w I f-- LI.. 0 c:i ~ f:-... ~ ~ ~ N m (~ lf) 0 0 LO '" DRAINAGE EASEMENT PER REC. NO. 8706230522. 1 3,585 sq. ft. N 89"28'15" W 73.50' 2 3,307 sq. ft. N 89"28'15" W 73.50' 3 3,307 sq. ft. \ I (0 -r-: - Cl ~ I.() '" 0 0 lf) '" 1 / 4, CITY LLJ < -_Jw Q~ ALDER CROSSING NE OF <D n Lf) t') 0 0 ..,: n m r-- t') t') AKA: WEST C:OAST 1 / L~, SEC. R. 5 E., W.M. 1 5, T. 23 N., COUNTY, RENTON, KING WASHINGTON 117.78' / I 60 3,058 sq. ft. N 88"21 '09" W I 88.81' 59 I 3,060 sq. ft. I N 89"29'52" W I 88.81' 58 I 3,019 sq. ft. I N 89"29'52" W I 88.83' 57 I 3,001 sq. ft. ro .lf)'" I Lf) t') N n LfJ 0 0 ..,: rri m r-- N w [JJ 0 0 n Cl 0 zl -- n t') ~ n 0 0 '" ~I n I I ~I n N.E. 4th 41 3,522 sq. ft. N 89"29'52" W 95.00' 42 3,229 sq. ft. N 89"29'52" W 95.00' --5· PRIVATE DRAINAGE EASEMEN r. SEE EASEMEN r PROVISIONS NOTE 3, SHEET 2. 43 3,091 sq. ft. N 89"29'52" W 95.00' 44 3,229 sq. ft. '..q. Lf) N n 0 0 ..,: t') liJ 1< O'.) ~ ~ -<D N ~ I ~ w~ f!5 =t ~~ 81 VOL/PG 128th ST.) (R1) _ 2642.75' {t,1) ---· TR. 999 1-_I_ I_ I~ I w z (.'.) --10' >-I t N 89'28'15" W @--=i f-- (/) w 3: w • ~ 0 0 LO '" -. .... 0 I"")~ b ';J-o z OCJ 0, o:i N I 3 • -o-- 1 73.50' 4 3,307 sq. ft. N 89'28'15" W 73.56' 5 3,383 sq. ft. N 89"28'15" W 77.96' 6 3,637 sq. ft. 7 I \ r') [JJ [JJ t') () \ Ul \ \ \ \ 3,793 sq. ft. TRACT A · 21· ---, 21· -0 0 ..,: 10·-- n 0 Ul Ul I I 1® 4.80' I \ \ \ \ i;, ~- \ \ \ F \ < \~ \~ -' ~ . ~- OV'~ \ N 89"29'52" W 88.84' 56 3,020 sq. ft. N 89'29'52" W . 88.86' 55 3,008 sq. ft. N 89"29'52" W t') r-- t') l 0 0 ..: >') ltJ -J -J ~ I I NT OCJ • Nm n ·'" s· I s· 0 0 ..,: 0 t') ... :;-n. [JJ m N N 89'29'52" W 95.00' 45 3, 118 sq. ft. N 59·29'52" W 95.00' 46 3,229 sq. ft. N 89"29'52" W 87. 19' 54 () C50-...--C49 95.00' 47 ~ 3,004 sq. ft. N 89"29'52" W 83.66' 53 3,003 sq. ft. N ·..J 0 .i,._ (.,l ;r ~ '°· N 59·30'39" W 38.33' 52 3,425 sq. ft. ,, N OJ\ 3,185 sq. ft. _.. t.\---5' PRIVATE DRAINAGE EASEMENT. z ~r CfJ N (J1 Cfl_ ~ N • N, z · SEE EASEMENT PROVISIONS NOTE 4, SHEET 2. J ;_\ N 89"29'52" W 91.26' 48 3,030 sq. ft. N 89"29'52" W 83.41' 49 3,016 sq. ft. I N OCJ ('oj t') 0 0 ..,: n 0 lf) ..,: ('oJ '" () t 00 0 b I"") b 0 z 'N I'- <O OJ N m n . n ('oJ 'f _n _J 0 QJ 0) :-/ / ';/ E LINE OF THE W 24 FEET OF THE NE 1/4, OF THE NW 1/4, OF THE NW 1/4, OF THE NE 1 / 4 OF SEC 15-23-5E. I ~-----~ 7 1 O' UTILITIES EASEMENT PER --i REC. NO. 20041222002362. ---- I I N aa·22·10" w 40 /--L O'.) co LL 0 -_LO _t~j SEE SHEET 3 OF 6 ~,ti ·o o. ,{:J"- 0 ' <" ,G:;,','\\x ;!I I If) -21·_f-I 1 I I -, I w I (/) 30 0 30 60 90 ~~ ....... -- Scale 1" 30' LEGEND • SET 1 /2" X 24" REBAR WITH 1 3/ 4" PLASTIC CAP STAMPED "MEAD GILMAN & ASSOCIATES 32434/35145/3681 I" 0 (M) SET 4" x 4" CONCRETE MONUMENT WITH 1 5/8" BRASS DISC WITH "X" STAMPED "35145" IN STANDARD KING COUNTY CASE. (UNLESS OTHERWISE NO fED) PRIVATE UTILTIES EASEMENT. SEE EASEMENT PROVISIONS, NOTE 1, SHEET 2. ESM'T REC # 20080305000587 MEASURED (R1) SEE REFERENCE NUMBER 1 ~-~------------~ LINE TABLE LINE I LENGTH I BEARING L2 14.12 IN 64"25'57" W CURVE TABLE CURVE LENGTH RADIUS C1 3.65 35.00 C2 51.82 60.00 C3 54.29 35.00 C4 6.17 296.00 C5 45.26 296.00 C6 34.43 296.00 C7 48.30 296.00 C41 47.30 30.50 C42 19.58 304.00 C43 34.84 304.00 C44 4.87 304.00 C45 46.32 25.00 C46 8.54 68.00 C47 33.97 68.00 C48 16.22 68.00 C49 2.82 27.00 C50 4.48 43.00 C51 44.91 52.00 C52 72.92 254.00 C53 52.24 254.00 C54 35.74 254.00 C55 29.31 254.00 iC56 55.66 35.00 C61 71.68 254.00 'tr&~ y \x~· ·>o~ ~ 3,773 sq. ft. 51 "-Cc ~ 1 ~~ O· DELTA "-J&~07 ..>s ·Oo, '..: l 5·55'30" 49"29'13" 88'52°54" 1·11'39" 8"45'37" 5·39'51" s 9·20·55" 88'51'17" 3·41 '27" 6"34'01" 0'55'04"~- 106"09'49" 7"11 '45" 28"37'21" 13' 40'07" 5·55'30" 5·53'30" 49'29'13" 16'26'59" 11·47'02" s-03'43" 6'36'38" 91 '07'06" 16'10'12" </.,3, -..... 21' i \ D I I I I 39 ~l t I I I I I J Mead Gilman & Assoc. Professional Lqnd Surveyors P.O. BOX 289, WOODINVILLE, WA 98072 PHONE: (425) 486-1252 FAX: (425) 486-6108 w w (/) < 0 r " -u G) (0 LL 0 I") tJ w I V) w w V) LUA-08-108-FP LND-10-0441 SEE SHEET 4 OF 6 NW 1 / 4, CITY ALDER CROS:SING NE OF AKA: WEST COAST 1 / 4, SEC. 15, T. 23 N., R. 5 E., W.M. RENTON, KING COUNTY, WASHINGTON VOL/PG \ \ f I FND. 1 /2" R/C I /NORTH LIN°E OF THE S 1 /2 OF THE NW 1 / 4 OF \ 4 8 "CORE 30427" 0.11' Tl IE NW 1 / 4, OF THE NE 1 / 4 OF SEC 15-23-SE. 1 \ / 1 o· UTILITIES EASEMENT PER -L s & 0 -01 ' s OF I FND 1/2 R/c "ESM L.L.c ~ -----_J r-------------_ __J REC. NO. 20041222002362. CALC'ED POS. (3/04) LS #35142&31667" AT GR~TE ~-,,,,,,,,,, \1 \ / , , ---· FND. 1/2" REBAR & CAP _,,,, \ // N 88'22'1 O" W "CORE 30427" E. 0.31' OF 5 2 \ 4 9 ' 276.46' CALC POSIIION. VISlfED(3/04) \ 132.83' ' o-oo -0 0, oO • a:.,' 0 -' II J - \ -I / w 111.2s' \ \ / ~ ----; 1 0 / 4 0 ~ 0 3 3 ~ 1 1 -_ 5' PRIVATE DRAINAGE / ~ ;f I I 1-----IQ' 4,950 sq. ft. rEASEMENT. SEE EASEMENT ~ ::2 <Xi C) / I / PROVISIONS NOTE 6, SHEET 2. N r0 4 ,472 sq. ft. N ,,. lLJ N '\ II I/ I -co ---138.69' --: 116.?o 10· __ / ~q .~ '\ / I s O / _ N 87"39'49" w @ I} ..J • '\ "v // / r-.____ --.____ I 5!;;! "if ~J°JJf" 9~.9~51' --r-3i~~.5511-;-, -·1-3-4.6\T-r-;2;98~.~05~·,....__--::-~A;~L~Lr-E=-~Y~;B~-~=-=~===-:--=-+------1 j ~w / ---..____ I r</ 34.69' 34 _00 , ------I "'{ ~ I 34.54' 35.00' i3\ () '7~o>'\. / // ______ __ I--- 21 • 1 44.03' ~ j ' 77J~/ ~"" 51 -------------/ ~ --------21 ·--~ / co :: '\ ~ " I -:SC-": I I 0 ~gr---:-~ '\ '\. "'>s "" I ::i:: ,1.u/_ {;; 'w w w w w L,J I ~ g ~ 0 n '\. ·oo> "-"--/ ~ 10 ~ /TR • D ! ~ 3 9 ~ ~ 3 8 ~ ~ 3 7 ;::: o 7 6 ~o;.:: ·oo. 3 5 .'o:= o'=? 3 4 .JJ d!: .!', ~ ~ "-" <\~. "--I ~ ~ :? (DETENTION) ~ g 3,051 sq. rt.N m 3 122 ft" o ~ 6 0 "2J-<I"' ', / ::,-<..... ;._ -/ o O , sq. · 0 N m3,059 sq. ft N o j " ·-2,9,::i'·fo, '-'-(,.:. -4,088 sq. ft. z . 8 m 3.108 sq. ft.N a, 3,149 sq. ft.~ g3,611 sq. ft. " l,s, ~ / '-...) < z z O O O (D "' "-.07,, -----f z z z I~ ~ "'"' ~~ TR. F "'-"--~,?o, I ~ 1 o· "' @ "'1.."", _t I w N. ~ 0 \ '),oci / /"-. C& "/ cl '~ "' ,, '{, ~\_ ~ i t>.Q/ 7.50' PUBLIC "' ">\:3/ 8 DRAINAGE EASEMENT. 3,618 sq. ft. 9 4, 118 sq. ft. 10 3,099 sq. ft. 1 1 3,164 sq. ft. 1 2 SEE SHEET 6 OF 6 '- I \ I I I -----. lLJ ~o OJ (D 0 1" -~ ;_ "" -- 2: DETAIL SCALE: 1 " -1 ' I 1 ~I o:,;. a, NE_3Rf?,rn~w 0 30 0 30 60 90 ~ ....... S I 1 " 30' LEGEND ca e • 0 (M) SET 1 /2" X 24" REBAR WITH 1 3/ 4" PLASTIC CAP STAMPED "MEAD GILMAN & ASSOCIATES 32434/35145/36811" SET 4" x 4" CONCRETE MONUMENT WITH 1 5/8" BRASS DISC WITH "X" STAMPED "35145" IN STANDARD KING COUNTY CASE. (UNLESS OTHERWISE NOTED) PRIVATE UTILTIES EASEMENT. SEE EASEMENT PROVISIONS, NOTE 1, SHEET 2. ESM'T REC # 20080305000587 MEASURED (R 1) SEE F!EFERENCE NUMBER 1 LINE LS L6 L7 L8 L9 L14 L15 L16 L17 C62 15.47' 34.00' 34.54' 35.00' 20.56' " st 0 -NN N r---o z ~~~'28" N NE 3RD ST -L"'62.5g' l • -----,, ---~siw----, / " I TR t ---c.:.N_8;~~\:~" W _ ---_ / \ • -f------1--__;---1 (ACCESS/UTILITIES) \ / ~~=~c2~4~:~ 1 ..:.::· 53;~:.~/~4;~· ...'.f_'..:t.7,2G.25'r_j_ ___ 74.$-----,--4:U:;_-;----,---:;:::-:-::--;--~SE:E~DETAIL ----"\ ,,_ _/// ~ 74.55' 37.95' 43.44' \:t 27 3,733 sq. ft. 26 3,274 sq. ft. 25 3,223 sq. ft. 24 -- ---7 I I r I I \ \ \ I CURVE CB C9 ~--- C10 C11 C14 C15 C16 C17 C22 C23 28 4,777 sq. ft. CURVE TABLE LENGTH RADIUS 49.91 296.00 2.17 296.00 ·-· 34.12 25.00 25.15 246.00 47.73 246.00 45.45 246.00 57.96 246.00 20.98 246.00 4.21 204.00 37.22 25.00 21.87 _g__4~-296.00 C25 29.71 20.00 C26 4.82 50.00 30 4,897 sq. ft. 29 4,118 sq. ft. _I --------~ ~ "" --------------- DELTA 9·39'42" 0"25'12" -- 78'11'11" 5'51 '24" 11·07'03'' 10'35'12" 13'30'00" r4•53'JO" 1'10'56" 85'18'13" 4' 13'58" 85'06'38" 5'31 '35" -- ;, 0, r--- CT} w en ' CT} l[) " ..f 3 1 _-st r---~ N ") ~ 32 3,854 sq. ft. CJ 0) w 0 4,624 sq. l[) z _st n i I ft. I \ 10· 0--1 z 0 CT} "-l N u1 +-u1. OJ 0 -'--l I I I I z I o I o I ~ WETLAND BOUNDARY I c.,; I "; I rri I / / B ;/ TRACT I / / / ---- SEE SHEET 6 OF 6 / / \ \ \ / I I \~ I :-J \~ I I C) D C ~ is: ~ M I • < . ri-i LINE TABLE C27 13.53 50.00 15' 30'01" LENGTH BEARING C28 - 25.90 N 33'37'20" W C29 28.30 N 53·57'35" W C30 7.12 N 11'23'28" E C38 20.66 N 10"02'40" E C39 20.14 N 27'12'05" E C40 23.15 N 70'50'46" E C57 16.59 N 83" 11°54" E C58 5.16 N 32·15'49" E C62 19.99 N 89'52'55" E C63 2.87 21.07 21.28 28.55 31.42 33.41 18.35 23.94 16.13 3.22 50.00 3'17'38"_ __ 50.00 24'08'31" 50.00 24'23'18" 201.00 8'08'20" 20.00 90"00'03" 20.00 95·42'09" 50.00 21·01 '35" 50.00 27'26'09" 254.00 3'38'16" 50.00 3'41'40" JOB NO. 04044 SHEET 5 OF 6 Mead Gilman & Assoc. Professional Land Surveyors P.O. BOX 289, WOODINVILLE, WA 98072 PHONE: (425) 486~1252 FAX: (425) 486-6108 w l[) I ") N I l[) ~ 0 w (/] LL 0 -st "' ~ w z w I I- LL 0 st- "' ~ 3: z w I I- LL 0 st "' ~ 3: {/) w I I- LL 0 w z ::J I- (/] <( w LUA-08-108-FP LND-10-0441 ~ / ~/ / I------- 9 --I NW I I 1 / 4, CITY I ALDER CROSSING NE OF I ----- AKA: WEST COAST 15, T. 23 N., COUNTY, 1/4, SEC. R. 5 E., W.M. RENTON, KING WASHINGTON I SEE SHEET 5 OF 6 I I 27 I u / 30 I I ~ -----. VOL/PG I ~ \ I --;-------I fE I ~ I 31 I 32 I <.D LL 0 I") hj w I (J) ~ z 0 (J1 ---: [,J (J1 ~~ o. N .;,. I I /-- ) 1 1 0 -- 1 1 2 • ·-J 4,517 sq. ft. ' ~ ,j; S_>. '17, Jo J.>,, ·la, It, (/) ~ ~ \ \TR. A 'It-~ (,,,_ <it\ ~C\ ~ a ~).\ LINE TABLE LINE LENGTH BEARING L10 10.37 N -52'30'33" E L 11 14.98 N 08'31 '57" E L12 7.88 N 48'09' 46" E L13 21.29 N 42'58'08" W L14 23.15 N 70'50'46" E L15 16.59 N 83' 11'54" E L.16 5.16 N S2'15'49" E L17 19.99 N 89'52'55" E L18 9.73 N 51·05'33" W --·---------~------ CURVE TABLE -----------· CURVE LENGTH RADIUS DELTA C12 44.40 246.00 10'20'26" C13 60.68 246.00 14'07'56" C14 47.73 246.00 11 '07'03" C15 45.46 246.00 1 o· 35' 13" C16 57.96 246.00 13·29'59" C17 20.98 246.00 4·53·10" C18 39.27 25.00 90·00·00" C19 39.27 25.00 90·00·00" C20 10.71 204.00 3·00·24" C21 66.03 204.00 18"32'45" C26 4.82 50.00 5·31 '35" C27 13.53 50.00 15'30'01" C28 2.87 50.00 3'17'38" C29 21.07 50.00 24'08'31" C30 21.28 50.00 24'23'18" C31 6.27 50.00 7'11 '12" C32 11 .78 50.00 13'29'50" C33 27.10 50.00 31"02'58" C34 22.10 50.00 25" 19'12" C35 11 .61 50.00 13'18'28" C36 24.18 50.00 27'42'12" C37 37.50 50.00 42'58'14" C57 18.35 50.00 21·01'35" C58 23.94 50.00 27'26'09" C59 49.19 50.00 55·22·10" C60 35.79 50.00 41·00'41" ----I ----- \ \ -----l,_j I I ' I I .o o, [!) 0 26 -'I' I ~ '1- I -- -< I----------------/--21' __ I I i ----2,· ___ ----- I I I N ~ u I ~ I N u I 25 24 4,852 sq. ft. \ f85J05::-; - L n-2£ ,\\ L :-p= DRAINAGE EASEMENT. ~o·---\ 1, \ \~ \ \ 23 \ ·-; TR. ~\_ (DETENTION) \ < 6,286 sq. ft. \ \ \ ·'o_ \ \ \ 13 5,645 sq. ft. 5,289 sq. ft. 14 4,518 sq. ft. SOUTH LINE OF THE N. 1 /2 OF THE SW 1/4 OF THE NW 1/4, OF THE NE 1/4 OF SEC 15-23-5E. ----- ---------- I I ~ I I ~( -----i ~ I I 28 22 4,780 sq. ft. 15 4,671 sq. ft. ~ I ~ I ~ I I I I ~ ------29 -----J I I ~ ~ ~ _I --- -------'\ ~ ------ 21 6,075 sq. ft. --- w 1 6 N. n C1J 0 5,622 sq. ft. C1J N ,~ CJ r, D z / / C26 [ L17 N 86'25'25" W C63 32.65' / TRACT B I I (NGPA) 31,193 sq. ft. SEE RESTRICTION 14, / -....__ SHEET 2. / -....__ -~- 54_59' N 54·01'16" E 31.31' w 19 I I 0--/ I : I w LO CJ1 -;.... ~ 20 ~N ()'.) ~ ;' g 6,735 sq. ft. I ~ 0 b 0-, D z C20 C17 5,602 sq. ft. 47.89' 42.57' 1 7 4,885 sq. ft. 1 o· _L 0 w ' D ~ D z (',J " n n C1J -tj- N r--- b r--- 0 z 35.00' N 89'31'28" W 137.89' 40.32' 1 8 4,965 sq. ft. I I ) 07 ~ o' \ I I . r--- 1 8 . n:, • I I --10' 0~1 10' 0 n 0 0 C63 3.22 50.00 3'41 '40" ~ 0 ~ W 00 _________________ _:LN88~~1"°W~J..-41Lli1'~~8~0.~0!2'-:-----:;1l----!3~.~4:.' ____ L ___ ~~~-=~~J N 88"24'11" W 411.51' _/' 65.34' 1, 2 I FND. 5/8" R/C 7 3 A --~Q.-.Q!_' _/ 0 50 B "CRONES " gsSO ro'I' _ti FND. 5 " R/C _______/ L g 1 0 10'1' 29537 _l..J "CRONES 29537" ~~ Scale 1" 30' LEGEND • SET 1 /2" X 24" REBAR WITH 1 3/ 4" PLASTIC CAP STAMPED "MEAD GILMt,N & ASSOCIATES 32434/35145/36811" s 0 SET 4" x 4" CONCRETE MONUMENT WITH 1 5/8" BRASS DISC WITH "X" STAMPED "35145" IN STANDARD KING COUNTY CASE. (UNLESS OTHERWISE NOTED) PRIVATE UTII.TIES EASEMENT. SEE EASEMENT PROVISIONS, NOTE 1, SHEET 2. ESM'T REC# 20080305000587 (M) MEASURED (R1) SEE REFERENCE NUMBER 1 tcSP 8 ic 1,LA 3/IJ/O*) JOB NO. 04044 SHEET 6 OF 6 Mead Gilman & Assoc. Professional Land Surveyors P.O. BOX 289, WOODINVILLE, WA 98072 PHONE: (425) 486-1252 FAX: (425) 486-6108 < 0 r " -u G) ; z w -I C, w C, < .... -a: w ::::c: "' <'• II ' ~ ~ I :i: a. ;;:: I 1-w w :c (/) a: w > 0 (.) I • I 0:: Cl. Cl. <( w !;i; D >-rn z 0 Vl Ci 0:: 0 z SHEET INDEX SHEET NO. TITLE GN-1 1 COVER SHEET -2 SHEET 1 OF 2 BOUNDARY & TOPOGRAPHIC SURVEY -3 SHEET 2 OF 2 BOUNDARY & TOPOGRAPHIC SURVEY SL-1 4 PRELIMINARY PLAT PLAN SL-2 5 STREET PROFILES GR-1 6 PRELIMINARY CLEARING & GRADING PLAN GR-2 7 TREE INVENTORYPLAN ----- DR-1 8 PRELIMINARY DRAINAGE CONTROL PLAN WS-1 9 PRELIMINARY UTILITY PLAN BENCHMARKS: ORIGINAL BM: CITY DF RENTON BM # 1851, 3-1 /2" DOMED BRASS DISC W/PUNCH MARK ON CONCRETE STREET SURFACE AT THE INTERSECTION OF NE. 4th STREET(SE. 128th ST.)& 140th AVE. SE. ELEV. = 398.55' TBM -A TBM -B SET RAILROAD SPIKE IN NORTH FACE IN POWER POLE, SOUTH SIDE OF NE. 4th ST.(SE. 128th ST.) ELEV. = 405.90' SET RAILROAD SPIKE IN NORTH FACE POWER POLE SOUTH SIDE OF NE. 4th ST. ± 30 FEET EAST OF THE NORTHWEST CORNER OF SITE. ELEV. = 398.91' REFERENCES: 1. PLAT OF WINDSONG DIV. 1 AS RECORDED IN VOL. 194 OF PLATS, PAGES 80-83, UNDER RECORDING NO. 20000612000413, RECORDS OF KING COUNTY, WASHINGTON. MERIDIAN - PLAT MORGAN PLACE AS RECORDED IN VOL. 205 OF PLATS, PAGE 68, UNDER RECORDING NO. 20020228001891, RECORDS OF KING COUNTY, WASHINGTON. DATUM CITY OF RENTON (NAVD 88) LEGAL DESCRIPTION: PARCEL A: THE SOUTH HALF OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.; EXCEPT THE WEST 30 FEET AND THE EAST 30 FEET THEREOF; PARCEL B: THE NORTH HALF OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.; EXCEPT THE EAST 30 FEET AND THE WEST 30 FEET FOR ROAD; AND EXCEPT THAT PORTION THEREOF CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NO. 8705050923; PARCEL C: THE WEST 19 FEET OF THE EAST 150 FEET OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.; EXCEPT THE NORTH 42 FEET FOR COUNTY ROAD; PARCEL D; THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.; EXCEPT THE EAST 150 FEET; EXCEPT THE WEST 30 FEET; AND EXCEPT THE NORTH 42 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD, BY DEED RECORDED UNDER RECORDING NO. 5738288; PARCEL E: THE WEST 24 FEET OF THE WEST HALF OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.; EXCEPT THE NORTH 42 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD UNDER DEED RECORDED UNDER RECORDING NO. 5840155; AND THE EAST 131 FEET OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHWEST 1 / 4 OF THE NORTHEAST 1 / 4 OF SAID SECTION 1 5; EXCEPT THE NORTH 42 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD UNDER DEED RECORDED UNDER RECORDING NO. 5840155; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON Lost Sa'1Fd on Thu Sep D9 2004 al 10:56am by Bi/J Helsley Fi'lfi Nam"!: R: \Projects\!08(Camwesf}\002-04 (Wesf Coast}\dwg\sheets\WC_f/Ql.dwg Scale: I NW1/4, NE1/4, SEC. 15, T. 23 N., R. 5 E., W.M. WEST C 10AST PRELIMINAFtY PLAT September 10, 2004 prepareid for VICINITY MAP • I 1• J4JH 1T "" t111T SI prepared by Site Development Associates# LLC 10116 Main Street, Suite 106; Bothell. Washington 98011 Office: 425.486.6533 Fax: 425.486.6593 www.sdaengineers.com / APPLICANT: ENGINEER: SURVEYOR: CamWest Development, Inc. Sara Slatten 9720 NE 120th PL, Suite #100 Kirkland, WA 98034 Phone: (425) 825-1955 Site Development Associates, LLC Roger Cecil, P.E. 10116 Main Street, Suite 106 Bothell, WA 98011 Phone: (425) 486-6533 Mead Gilman & Associates Shane Barnes, P.L.S. P.O. Box 289 Woodinville, WA 98072 Phone: (425) 486-1252 PROPERTY OWNER WEST COAST INVESTMENTS 4925 NE 4TH STREET RENTON, WA 98055 TAX PARCEL NUMBERS 1523089096 1523089040 1523089132 1523059039 1523089001 PROJECT STATISTICS ZONING: GROSS PROPERTY AREA: CRITICAL AREAS (WETLANDS) PUBLIC R/W AREAS: PRIVATE STREET AR.:AS: NET PROJECT AREA (SF): NET PROJECT AREA (AC): PROPOSED LOTS: PROPOSED DENSITY (UNITS/AC): ALLOWED DENSITY (UNITS/AC): BUILDING SETBACKS: FRONT: GARAGE: REAR: INTERIOR SIDE: CORNER SIDE: R-8 180,757 SF 39,459 SF 29562 SF 0 SF 11,375 SF 2.57 AC 14 5.46 8 15' 20' 20' 5' 15' R-10 290,568 SF 23,910 SF 61,269 SF 0 SF 205,389 SF 4.72 AC 46 9.76 10 10' 20' 15' 5' 1 o· i,i a 0 Vl I- C/) <( 0 (.) I-en w ~ -sj- 0 I ,N a o zo I ..0 (O! a O' ..., - '" 0 t 0 ~ I ..... 1-w w :c (/) a: w > 0 (.) <O 0 0 N ..... " ..... V, w '" 0: X w GN-1 SHEET 1 9 -"------'-,120 I I Scale MERIDIAN: 1 " PlAT MORGAN PlACE AS RECORDED IN VOL. 205 OF PLATS, PAGE 68, UNDER RECORDING NO. 20020228001891, RECORDS OF KING COUNTY, WASHINGTON. DATUM: CITY OF RENTOl'i(NAVD 88) CONTOUR INTERVAL -2' EQUIPMENT & PROCEDURES: A 5" ELECTRONIC TOTAL STATION WAS USED FOR THIS FIELD SSMH--10001 Rll,1=409. 75' 24"PVC(E & W)IE=391 75' 8"PVC(S)IE=401.65' /) (.'"-2 I 394,3 ! I 398 5 ( I I I I 402.1 • 403.2 ~ 410.4 ' I 6~' 8"A I I 1-.• i 402.7 <i i 6"CW 04 6 16"14~ • r.\ 1 ,,,.-."\ ~ : -1_1.1.-2 ~.i_ 410.7 . '\ ' \._'._,,!01.0 • 401.6/ • 40J.O : \ < i ,404 .Q -1;.,,t' B"A ,I B')i' ~:: I',)· - 39f,l. l; I ;·._, " ' I 1/0"A1,I 06.4 Ii! .• : 1' '''it_ ,,\ \ 396.3 I '---/ ~ \ \' \ ' / / 6"A I \ !1_9-'.'A, Q~\ J / 96"MC j :',cs~ j ,11 1 SSMH-10097 RIM=412.07' FND. 1 /2" REBAR & CAP "CORE 30427" E. 0.31' OF CALC POSITION. VISITED(3/04) _ _j\ ]_9<31 91(PLAT) ~ -\)"1982.00'(MEAS)w FNO. 3" BRASS DISC ON CONC SURFACE @ INTt:RSECTION OF NE 4TH(SE I 28thST) & 148TH AVENUE SE. BENCH CARD # 1852. VIS!TED(3/04) . \'I' .. 80;., 0°3 -3 \ \ \ d 0,1 2 <_!_ \\ \ , \ / I lO • ' '6 A__ '., n '?(6"MC 10"b '-96"MC-,. ' • I " ' t:';-;; ~6 A O '-. • ).;"MC '&· j 8"PVC(N & E)IE=405 15' ..,/CAP ''i:!ORE 30427" ) FND, JJ'.:c'' REBAR & i\i \<., " 6b 8A O • 99\g 14~?M6~ 0460 o 2 , • I· \ I 6 A • / " ' " • ~ ' /i : ,--421 a __.-__..----E. 0.31' OF CALC r---\. \ \ ~\ § 01.2 ,?,t • .. '\<, ' Z4"M °'-7\ • '5-4 , 9,5 2 a't' )a 'M \ 1 "" "'< " 8''' 6 A\, , , OJ 7 r l 48 M c::: , . ---·: i . , . , ' 419-:Z.--. ' <:v Y.,8 _.~--POSITION. VISITED(3/Q4) ... i ~~"" ,)j> . .5,, "' ----~ / ~41a.1 :,, -~-· , • o A(, I 18"CIV 2-6~' ~6 A @4'MC '; .. (":,. I , ·. ' .... " ., .. OM "il"A -•, .. ~-"" ... ·40H • ' . •. 6 1: --/· -.. -f';_\ \ 30 MQo7 3 \ 6 ' • ,.,_, • 400J 8 AB~· 1n"A ~~ --~"". A 019 8"A~O~TI45"C" --.'·.. -. .. -.. · w --.... ---r;,+,'}o <Y o= 6 M . ,, 398'-! 8"A \ \ ,2:'L__ 16 CY(·,, -16 A ' -10"Af, v oo.;,_ -~. .. r6"At1"A\ \ ,,~03.4 I .. '[ o.1 \ I 399.6' 10 A 12"A-1-°--~1--96.2 •\ .6 y . (-;s, I / 8 CYO ... ,Of;-':; •. .:..N.;.<:.:..w.:..-... ,TsiisT--~,--_ _:-:--_-_:_-,,,. --...-;,;-;.·:;N:!-::··~8'.'.,:8:.,.:"2~2:..'.l1~0'....';.2W'....,.L-;;~:7-s_,_--_ • .!4!_:";:-'12~7:.!6~._1'Q.:_' ,·'...' --·-4_,a_., ___ _,,4, ~7,r:i 411.9 411.8 • "'t' 415./-.__ -----· 41-6...J ,! ' \ ,--,--a r·,' 8" ~5'\ -----8' M'-"'04 6 ' 1 O"A 92 "-,> "" I \_ ( __ _. • ~_,, 96.8 ·-. \ ·" 396, 12"A ~ --2-o-~Ag~:'_ 10· A:,. 6" • . , 98 72· ,1,C;_ __.,/.or.\ d.J A-1 , , '--toaJ_ ~;--("?,.', 10 A \:.h.n . j964 ,,_:_,,i05 _1 lz"A o s 't'--,, ooo (.':1 ZO"CW -.. ,-,~6Ao ) (.\ / JV064 • '', ,, / 6A 0'5a1j,"A " 6",'y,,,fl'A ' o"A ' ,,-,--{l';i;:-- ' ' -39tf6 397 zi,) ,.. .. (.,.-~\ .,...,~ A s"Av(f'\8"A / 6"A ,.,.---{_ ( • i. ---. / '-,,,,_ '---~--39 1_i, \,-, 0 Ai• )._.4.J;( • , . .--,r-,,6 .. l'-,.s.f:•"i--~'6"A ~"t, • , ":_).ogs • ' -~ A " .,..,~-., ~ " ~"""' , ~ ~ 1-' • · ---c-4~3 5 .. (',, 0 ,,.r.-... -0 ;.-1 o-A , • ,g~ ~:\"Jh ·A fa95 6 40J c-l/ r=-·\ \ , \ A-i'°"-' ..::_-= ~ '--·c:;2'·,'',"". 'p' ) jfjA (_r~:);a; As\, ~'.:'.'75"i<;0 ;o"A ' I(~ ';,\c.0-eoM cj 4"A ~-~... o9J ..-....,i \.........1 cy:· ,,....,,:. _,.6942 oA SA • A-3 "'-.:. ....,..,.5 ,, :)' • 9 ) ~ ,,;? _,;."""'-;I O"A '--po 9 , 08 o 8"A ,-.., ... -":'!' , A> ) A , I '-. :; ·\.: 941,~ · f_,_:-~~.,-694 2 \ . ' / 14"A z CD 0 .;,. q .j>. (,J . ~ .;,. . (,J .;,. • 01 ' -..;;;,. ~ i o·'A t.,-:-..A 9 J.e ;.-....._48"M --o_Q_8,~ A-'· '-\A-5 12 A CJi)oo'o 8';J.., 'c.,.'.)or.e----- \ 'A . (,°~~;:.A \\ I 6~"A I 6 .. j I\ ·C,_:)04 7 -----/ I ' 16"A \__ \lA-6 \ /2 \ ". Qo,..,___ ----._ -.,, 12"A i 6"M \ ""' • 1 006 1 I / 0"6 '\ 6 .2w 3;V;--. ,03.1 : / , · I ' ·. /'C'l9,.J \ vo,2 / 406.B 408.6 / \ . \ I \ \ \ \ 408.1 / I I 392.6 16"A . 093.0 8"}:,, ~-7 \ 3941 36'§:l._ ~),ea ri::· 006 1 I 4042 / A20"A I \ \ ;;~~J2"A ,1~y . / / V93J\ )·~4 (i"A -f.-~957 \ 6"H ; 1/ 01_lJ AJ'?,CEL Avoa, " /3'Mo,,o/ ', 8"A ' I 1 >:{ 16"A / / / ("'IOJV I I .. 8"A -"-1,i(§<;,[6 f':'\ ' , ' ,,:J,,95 26"~-, _,,J ')A-8 ~~ Q 1 .. 1. 1t,p1,,, vo22: 1 1 1 32 .. F v,1.9 16"C 393.3 GLJ"cwr,3.-' TBM -A TBIA -B "t ( ~94.2 e"i,18 ,~IC< 2-1e(•K : I 15"A ~ ~j 8 Q 8 A r'.(,)js"A .-"" \ , (~ 12" 1-,S,~_0 : 6"A 93.6 : 3ss: • 96 ~ QJf 1·3· t,, ...... 1 s··cw "-,_,406.4 .. t. 0-6·\1 (c-._l 30"M 18 C',Y,).L._ ( • -""·,1 />'2,8 M 'f""-E'~.2-SHEET 2 • ·, V)"C ,u;~ .. C 392._ , . · 4 .i W2 1 16"cw'·' ,o,-,--r' " T//•)!'J"( 'o J: 1 4 (\ ... J Y-\ •. •.,~/.7 •) ,,.., ~ ll"':C3:.i:l.2 ':_ ~rv,,i(•'), ' } • 'U I:;'• SET RAILROAD SPIKE :,: '10'1TH FACE IN PO.,-/Ei1 POLE. SOUTH SIDE OF CJE 4th ST.(SE. 128th SL) ELEV. = 405.90' SET RAILROAD SPIKE :N NORfH FACE POWER POLE SOUTH SIDE 01 NE. 4th ST. ± JO FEET EAST OF THE NORTHWEST CORNU\ OF SITE. ELEV. = 398.91' REFERENCES: I. PlAT OF WINDSONG DIV. 1 AS RECORDED IN VOL. 194 OF PlATS, PAGES 80-83, UNDER RECORDING NO. 20000612000413, RECORDS OF KING COUNTY, WASHINGTON. LEGEND • SET 1/2" REBAR 'NITH 1 3/4" ORANGE PLASTJC CAP "MEAD GlcMAN & ASSOCIATES 29276 32434 36811 35145" UNLESS OTHERWISE NOTED. LEGAL DESCRIPTION: GENERAL NOTES: PARCEL A: / I 1. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE ON THE DATE INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITION EXISTING AT THAT TIME. THE SOUTH HALF OF THE NORTHWEST 1 / 4 OF THE NORTHWEST 1 / 4 OF THE NORTHEAST 1 / 4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.; 2. THIS MAP DOES NOT PURPORT TO SHOW EASEl,IENTS OF RECORD, IF ANY. EXCEPT THE WEST 30 FEET AND THE EAST 30 FEET THEREOF; PARCEL 8: THE NORTH HALF OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.; EXCEPT THE EAST 30 FEET AND THE WEST 30 FEET FOR ROAD; 10'·cw /' ' • ;.> 417.8 • 418 .. 2 / /. ./ 422 .. 1 ..... (ir.\~" 7 015;'. 2o'A~. . / / 421.5. ----~ ,----;, 414.1 i41J.9 24";\ _ r:,. . l~).14.2 ,' 417. l / / 26"' '.O~ / (,..,,,A20.5 22"1y Z.._:)19.1 / / . 420.7 / / 12"M 0 42::.'.$/'': ~::2.1 ; 0 ' ;::;:J ' . ,. ·< r'1 -r ,- ·. 1' 0 \ .· ;o I~ 12"M -· 414 o(-;s, ,' ~- / 423.1 34'F / ~930 Si"C~>' 423 · 4 423 _ 7 I I /~~53 30"F I I PA.RC::L D ; "\ 20.6 \ 38 'MC "-- \ .. . 12M it(,j10"M 423.1 : J 23.2 "M 38"M 3 26"MC • 22.s/ / / THE NORTHWEST '/4 OF THC: NQH:HWEST 1/4 OF THE NORTHWESf 1/4 OF THE NORTHE/,ST 1/4 OF SECTION 15. TOWNSHIP 23 NORTH, RANGE 5 EAST. WM; EXCEPT THE EAST 1 50 FEET; EXCEPT THE WEST 30 FEET; AND EXCEPT THE NORTH 42 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD. BY DEED RECORDED UNDER RECORDING NO. 5738288; PARCEL E: THE WEST 24 FEET OF THE WEST HALF OF THE NORTHEAST I/ 4 OF THE NORTHWEST 1 / 4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, IV.M.; EXCEPT THE NORTH 42 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD UNDER DEED RECORDED UNDER RECORDING NO. 5840 I 55; AND THE EAST 131 FEET OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 15; EXCEPT THE NORTH 42 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD UNDER DEED RECORDED UNDER RECORDING NO. 5840155; TRAVERSE SUR•/EY. ACCURACY MEETS OR EXCEEDS WAC. 332-130-090. 3. UNDERGROUND UTILITIES WERE LOCATED BASED ON THE SURFACE EVIDENC:o OF UTILITIES (LE. PAINT MARKS, SAW CUTS IN PAVEMENT, COVERS, LIDS ETC.) THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, ELEVATION AND SIZE OF EXISTING IJTILlflES PRIOR TO CONSTRUCTION. ANO EXCEPT THAT PORTION THEREOF CONVEYED TO KING COUNTY BY DEED RECOl1DED UNDER RECORDING NO. 8705050923: SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. BENCHMARKS: ORIGINAL BM: CITY OF RENTON BM # 1851, 3-1/2" DOMED BRASS DISC W/PUNCH HARK ON CONCRETE STREET SURFACE AT THE INTERSECTION OF 4. TREE SIZES WERE LOCATED & SPECIES DETEf<MINEO TO THE BEST OF OUR ABILITY. HOWEVER, MEAD GILMAN & 1,SSOCIATES DOES NOT WARRANT THE ACCURACY OF SIZE & SPECIES SHOWN HEREON. ANY TREES CONSIDERED TO BE CRITICAL SHOUcD BE VERIFIED BY A TRAINED ARBORIST. PARCEL C: THE WEST 19 FEET OF THE EAST 150 FEET OF THE NORTH\'IEST 1 / 4 OF THE N011THWEST 1 / 4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.; LEGEND: SYMBOLS LEGEND: A- B B- CB co DP FH GM ·~· PF PL P? P?I ? ':... S?- SSMH TMH TPM TS3 w1.1 WP\i W'/ x.0 1,IR A C CAS cw CY F H M MC D CJ ~ WETlAND FlAGS BOLLARD WETlANO FlAGS CATCH BASIN CONCRETE DRIVE DATA PLOT FIRE HYDRANT GAS-METER GAS PAINT MARK INVERT ELEVATION LIGHT STANDARD f,1.:\ILBOX PINK FLAG POWER POLE W /LIGHT POWER POLE POWER POLE W/XFIAR PP W/LIGHT & XFblK STORl,t DRAIN MANHOLE SOIL PIT SANITARY SEWER MANHOLE TELEPHONE MANHOLE TELEPHONE PAINT MARK TRAFFIC SIGNAL BOX WATER METER WATER PAINT MARK WATER VALVE TRANSFORMER ALDER CEDAR CASCARA COITONWOOD CHERRY FIR HEMLOCK MAPLE f,IAPLE CLUMP ASPHALT HATCH CONCRETE HATCH GRAVEL HATCH WETlAflO HATCH 0 D -0- ft/!m 0 @ LL Bl IXI * 0 --x-- --OHP-- --so-- --ss-- -·--G -- ,,-w -- --r-- --····--·~-· ··-·(··· 83WM BOLlARD CATCH BASIN DATA PLOT/ SOIL PIT FIRE HYDRANT GAS METER MAILBOX POWER POLE (.L\S NCTED Oi'I \l.'..P': RIP RAP STORM DRAIN f,1ANHOLE SIGN ( AS NOTED ON MAP) TELEPHONE MANHOLE TR!,FFIC SIGNAL BOX WATER METER WATER VALVE CONIFER(AS NOTED ON MAP) DECIDUOUS(AS NOTED ON MAP) FENCE LINE AS NOTED Q'.'_ ORA.IN LINE SNJ!TARY SEWER LINE c.:i.s UNE v;;... T~R LINE UNDERGRou,,e, ":i::l.E:::HONE LINE PROFESSIONAL LAND SURVEYORS P 0. BOX 289, WOODINVIU_E, WA 98072 (425) 436-1252 SCALE: 1"=40' DRAWN BY: \1 LP DATE: 3-8-04 WEST COAST REVISED CAM-WEST DEVELOPMENT 9720 NE. 120th PL . SUITE 100 KIRKLAN[', WASHINGTON 98034 DRN/ilNG NUMEE:R BOUNDARY AND TOPOGRAPHIC SURVEY 04044 NE. 4th STREET(SE. 128th ST.)& 140th AVE. SE. ELEV. = 398.55' EXCEPT THE NORTH 42 FEET FOR COUNTY ROAD: SHEET 1 OF 2 N\A/1/4, NE1/4, SEC. 15, T. 23 N., R. 5 E., W.M. I 0 Scale MERIDIAN; 40 1 " CB-5687 RIM=397.C3 18 "CPE?(S) IE= 392. 70' 18"CPE::,(~)IE=392.75" • 394.8 395.5 120 I PLAT OF MORGAN PLACE AS RECORDED IN VOL. 205 PAGE 68, UNDER RECORDING NO. 2002022800'1891, RECORDS OF KING COUNTY, WASHINGTON. OF PLATS, DATUM: CITY OF RENTON(NAVD 88) CONTOUR INTERVAL -2' EQUIPMENT & PROCEDURES: A 5" ELECTr<ONIC TOTAL STATION WAS USED FOR THIS FIELD TRAVERSE SURVEY. ACCURACY MEETS OR EXCEEDS WAC. 332-130-090. BENCHMARKS: ORIGINAL BM: CITY OF RENTON BM # 1851, 3-1 /2" DOMED BRASS DISC W/PUNCH MARK ON CONCRETE STREET SURFACE AT THE INTERSECTION OF NE. 4th STREET(SE. 128th ST.)& 14oth AVE. SE. ELEV. = 398.55' . TBM -A TBM -8 SET RAILROAD SPIKE IN NORTH F,\CE IN POWER POLE, SOUTH SIDE OF NE. 4th ST.(SE. 128th ST.) ELEV. = 405.90' SET RAILROAD SPIKE IN NORTH FACE POWER POLE SOUTH SIDE OF NE. 4th ST. ± 30 FEET EAST OF THE NORTHWEST CORNER OF SITE. ELEV. = 398.91' GENERAL NOTES: 1. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE ON THE DATE INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITION EXISTING AT THAT TIME. 2. THIS MAP DOES NOT PURPORT TO SHOW EASEMENTS OF RECORD. IF ANY. 3. UNDERGROUND UTILITIES WERE LOCATED BASED ON THE SURFACE EVIDENCE OF UTILITIES (I.E. PAINT MARKS, SAW CUTS IN PAVEMENT. COVERS. LIDS ETC.) THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, ELEVATION AND SIZE OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 4. IREE SIZES WERE LOCATED & SPECIES DEIERMINED TO THE BcST OF OUR ABIL!TY. HOWEVER, MEAD GILMAN & ASSOCIATES DOES NOT WARRANT THE ACCURACY OF SIZE & SPECIES SHOWN HEREON. ,\NY TREES CONSIDERED TO BE CRITICAL SHOULD BE VERIFIED BY A TRAINED ARBORIST. SEE SHEET 1 REFERENCES: I I . I 1. PLA.T OF WINOSONG DIV. 1 AS RECORDED IN \'OL. 194 Qt:" Pi...A-S. PAGES 80-83, UNDER RECORDING NO. 2000061200041 3, RECCRoS OF KING COUNTY, WASHINGTCN. LEGEND e SET 1 /2" REBAR WITH 1 3/ 4" ORANGE PLASTIC CAP "MEAD GILMAN & ASSOCIATES 29276 32434 36811 35145" UNLESS OTHERWISE NOTED. LEGEND: SYMBOLS LEGEND: A-WETLAND FLAGS 0 BOLLARD B BOLLARD 8-WETLAND FLAGS D CATCH BASIN CB CATCH BASIN @ CD CONCRETE DRIVE DATA PLOT/ SOIL DP DATA PLOT .Q FIRE HYDRANT FH FIRE HYDRANT GM GAS METER [QI GAS METER GPM GAS PAINT MARK IE INVERT ELEVATION ;:( LIGHT STANDARD LS LIGHT STANDARD MB MAILBOX D MAILBOX PF PINK FLAG I I PIT PL POWER POLE W/LIGHT -0-POWER POLE (AS NOTED ON MAP) pp POWE.~ POLE PPT POWER POLE W/XFMR {@ RIP RAP PTL PP W/LIGHT & XFMR SDMH STORM DRAIN MANHOLE 0 SANITARY SEWER MANHOLE SP-SOIL PIT SSMH SANITARY SEWER MANHOLE © STOR,1 DRAIN MANHOLE '\8'M 36"1,IC '-.. 0 " c' 19c{',"\ "' 019.3 22"A -'"f6"A {:)19.5 / ~417.9 \ r'I · 417.5\ cJ G') "' 0 -c; " c;; 416.7 z z 416.6 . 416.6 \ \. ' 420.7 \ 419,/ 0 ··< 0 r- 0 ''-._ z C'1 .,, Cl z C) Cl ··- 0 •l l 7 .5 LEGEND: T!.IH TPM ISB WM WPM WV XFMR A C CAS CW CY F H M MC G . . . . . . D TELEPHO,~E >.<.t'lo ~c.E TELEPHONi:: PAli'-H r/;._R,-.: TRAFFIC SIGNAL BOX WATER IAETER WATER PAINT MARK 'NATER VALVE TRANSFORMER ALDER CEDAR CASCARA COTTONWOOD CHERRY FIR HEMLOCK MAPLE MAPLE CLUMP ASPHALT HATCH CONCRETE HATCH GRAVEL HATCH WETLAND HATCH 417.0 416.7 ; 416.0 I 416.0 • 417.0 417.5 SYMBOLS LEGEND: CD El !XI {:t 0 --x-- --OHP-- --SD-- --SS-- --G-- --w -- --T-- SIGN ( AS NOTED ON MAP) TELEPHONE MANHOLE TRAFF!C SIGf\LA.L BOX WATER METER WATER VALVE CONIFER(AS NOTED ON MAP) DECIDUOUS(AS NOTED ON MAP) FENCE LINE AS NOTED O'IERHEAD POWER LINE STORM DRAIN LINE SANITARY SEWER LINE G,\S LINE WATER LINE UNDERGROUND TELEPHONE LINE LINE TABLE: NUMBER OIRCCTION Ll N 88'24' 1 i" 'N LZ N 00·31 ·45" E EXPIRES: 5/19/IJ cl i OISTJ;..'~.:E .. •. ' I .30.1)1-,- I 30.01' PROFESSIONAL LAND SURVEYORS P.O. BOX 289, WOODINVILLE, WA 98072 (425) 486-1252 SCALE: 1 "= 40' DRA'NN BY: MLP DATE: 3-8-04 WEST COAST REVISED CAM-WEST DEVELOPMENT 9720 NE. 120th PL., SUITE 100 KIRKLAND, WASHINGTON 98034 DRAWING NUMBtfl BOUNDARY AND TOPOGRAPHIC SURVEY 04044 SHEET 2 OF 2 NW1/4, NE1/4, SEC. 15, T. 23 N., R. 5 E., W.M. ----------·~- st- 0 I "St N s I 00 • ::i ~ ~ ~ z LL! ..J C, LL! C, ,c( ... -a: LL! ::c 0 st II ' - ~ :r: Q_ ; ~"' I I ~. GI I I§ ~....1 I ... ~ (/) .. i Iii ~ iii z <( ..J a.. I- <( ..J a.. >-a: <( z -:E -..J w a: a.. f' " i~ I "' ~~~ ~ Ji~ ·~ :r: (J ll.; -, ID< I a:: (L (L < w ti: 0 &:i z 0 (/) i;:; a:: PROJECT STATISTICS ZONING: GROSS PROPERTY AREA: CRITICAL AREAS (WETLANDS) PUBLIC R/W AREAS: PRIVATE STREET AREAS: NET PROJECT AREA (SF): NET PROJECT AREA (AC): PROPOSED LOTS: PROPOSED DENSITY (UNITS/AC): ALLOWED DENSITY (UNITS/AC): BUILDING SETBACKS: FRONT: GARAGE: REAR: INTERIOR SIDE: CORNER SIDE: WETLAND BUFFER AVERAGING BUFFER IMPACT BUFFER MITIGATION VIA AVERAGING 20+00 10+00 I-·- I ~, .; -------~-------------~- NW1/4, NE1/4, SEC. 151 T. 23 N., R. 5 E., W.M. R-8 180,757 SF 39,459 SF 29562 SF 0 SF 11,375 SF 2.57 AC 14 5.46 8 15' 20' 20' 5' 15' R-10 290,568 SF 23,910 SF 6'1,269 SF 0 SF 205,389 SF 4.72 AC 46 9.76 10 1 o· 20' 15' 5' 1 o· WETLAND 'A' 10,272 SF WETLAND '8' 927 SF 12,209 SF 3,878 SF LEGEND @ LOT DESIGNATION · BUILDING SETBACK · DISTANCE TO FARTHEST ACCESS POINT ,llflt ,oon ,6£'1'1: . " ... ; lo ., @ ~ @ 3,165 5 @ .:I : 3,067 SF I I ! I I • 3,007 SF 5 TRACT 'D' ~ OPEN SPACE 4 416 SF os·g ...• Ot:W @ . 3,005 SF @ 3,022 SF ....... oi·i;L · ,oo·sr .Lr'tl . .. . . .69'06 .. @ 3,121 Sf @ ~ 3,324 SF ® :3,0D6 SF· ·---.. ·-._._a @ 3,869 oo· ,a=~ SF• jj: g 21+00 22+00 -----1--23+00 ----1----<-- @ ~~· ® ~-§ @ § 3,526 SFR R 3,109 SF"',, 3,053 SF"' ® ~ 3,053 SF •f:: ,OOTt ,OO'!M> TRACT 'F' @ § • 3,053 SF r- @ ~ • 3,062 SFr- ,OO'rt ,00',t ,;;.rYS---. __,:--'~ OPEN SPACE l--;7;,5;5:0::_:S;F-j3~9.7Z21'~n\_..42._:i_9' ~-r- ,Lnt ,00'8t ·, @ 3,502 @) 'N: 3,104 SF . L=11.1 L==48,96' = 11 +00 -1---+- = e;..,43 :g '! ~ ' ·g @ ,... 3,068 SF , F · ... 3,063 SF. ,l9'0£ ,tnt @ 3,311 @ 4,565 SF . @ 3,818 SF / @) .• JJ, . . "'~ (" 3,041 SF . I gf +- ~I 0 0/ +- ~I I I / ,10'£t R=421,00 I .. I . (§) i @) _____ / @) ~ . ·"' : 3,132 SF"' b @ ~ . 3,526 SF @ ~ 3,177 SF:' @) ,, 3,294 SF 1 I I ® -~ 3,053 SFr- · .. 3,277 SF '3,070 SF. / ; / / I I I I I I I I T- ; / / I / ..... ---/ -------- @ 3,056 SF @ I I' . 3,061 SF ,OO'll TRACT 'C ACCESS AND UTILITIES A l ==']o'iC----l'"'J~-j~"~ ,00'1(. .ss·r-. @) '5,053 SF o~a> a: a: -----, ,--\ I \ I ' ITRACT 'B' / I WETLAND 'B' I l ' \ ', \ ' \ I \ \ ' I ', I ' \ ', \ ', I 276 SF \ \ I I \ \ \ I I I \ / \// @. • 3,387 SFlli ='c-., ® ~ ........ ,OO'll 3,555 SF SF ,9H9 " "' ~ ,_ 0 GJ) ,..: "' 6,187 SF @ 4,539 SF @ ::.r w :oi .... ,oo·sg @ A,5.0.8 "' ~ SF. I<) 0 --~- / Y I ,tL'OS ® 6,427 SF .9l'89 ® 4,503 SF• . .... J:S'QL .. (j) 4,744 SF 0 I I ~' "' :lll I I ~1 I ~, 4,503 SF . ,•' © 4,572 .:SF @ @ 3,284 SF• @ · .. 3,808 = = @ 3,251 SF. . . . " " • ._.L----' 4,518 sr ,66'lL=l R=371.00 :l! i:l •. CD TRACT 'E' 8; 4,527 DETENTION AND RECREATION u>. o.oo / / / 8\.B5' 369 SF / / __ ..,, ---..... --__ ..-..-_... ,,,.------.. ..--/ ....... _ _.. .......................................................... ........... --~1~ ----- / / / / ,...- / i.,.... " ------ ____ ..,,,,,,,. I I I / / --/ / / TRACT 'A' WETLAND 'A' ----------- __.----- __ .., ---I I I I I I r~1 I . I I -1 l I I I I I I I I I I I I I I --~_J I I ------. ___ _J 40 0 40 80 1 "=40' scale feet ~ 0 u (/) ~ II • N ·.::: 0 :r: I-en <( 0 (.) I- (f) w ~ 0 0 -'*' ?I ,N 0 01 zo I .c 001 oo -:, - "I' 0 I 0 ~ z c( ...J ll.. ..... c( ..J a.. >-a: <( z -:E -..J w a: ll.. SL-1 SHEET 4 g 9 Last Sa1ed on Thu Sep 09 200-1 at 12:0Rpm by fJi:1/ Helsley File Nume: R: \Pmjecis\JOR{Camwesf)\002-01 (West Coast}\dwg\sheets\,WC_s/01.dwg Scale: 40 11 I I • v 0 I v N I co i I~ -a Ii ii §! z w ..I C, w C, < I--a: w :I: 0 st II ' ~ :,: a. @3: I I (/J w ...J -u. 0 a: a.. I-w w a: I- (/J 0~ ; :ii !iii,~ :,: u ~ -, ,~ I a:: 0.. 0.. <( w t.: 0 >-(D z 0 fJ) G'.i a:: 430 420 410 400 LOW POINT ELEV = 400.82 LOW POINT STA = 10+41.53. . . . . PVI STA = 10+52.25 ... ... PVI ELEV = 400.54 50.00' vc Lf) . II). . .... ........... .. N. .v .. N v re: Lf) re: O> " ~ N ci + 0 + 0 0 v 0 st ~ ~ Li..i w cii 0 fJ) u ~ > .U > w > (I) ·w· (I) : -7.60% \I> > <-:-:-_..--· ·-.:~.< ·~. ~ I . 10+00 ·11 +oo 390 0 :v 10 m co II) -i-+ 0 ~ v ....... V) 0 .2n Li..i .. u fo 410 :----:.-:-:--.. ~.~-"--'.._'"--..:...:_ :_:_:_·._:___:__: ..:__:_ _:__:_ :....:....:.·_: "...!....-'"--'-'--,"'-........'~'-..... --· ···;:..·;_o.,, ,<;'., 400 20+00 21+00 NW1/4, NE1/4, SEC. 23 N., R. 5 E., HIGH POINT ELEV = 406.87 HIGH POINT STA = 12+61.28 ...... PVI STA ""· 12+34.40 PVI ELEV = 407.83 150.00' VG 0 . . . . . . . . . ... •·--.:. :m v ·o (0 ------ 12+00 + ~ :10 ~ Li..i cii ~ ·U W ............ Gi 13+00 0 " m a, co co -i-+ 0 10 st ............ en 8 0 > fo (D 14+00 PROFILE -ROAD A FINISHED GRADE LOW POINT ELEV = 404.39 LOW POINT STA = 14+42.99 PVI STA = 15+14,70 PVI ELEV = 402.53 250.00' vc FINISHED GRADE • AT ROAD CENTERLINE 15+00 I :.w ·z . ....J (I) a:: ·W Q 1-- ci 15 a:: 0 16+00 0 . . . . . r-,. <O .,; "'1 • 10 ~· ;t ~: Li..i 1'.i 0 ........ ·i;'j· G'i. 0-' .7 ... LOW POINT ELEV = : 404.15 LOW. POINT STA = 26+20.26 PVL STA = .25+80.65 . PVI ELEV = 403. 1 2 195.00' VC • . . ... Lf). --:-AT ROAD CENTERLINE ---c- /EXISTING GRADE -----,: . ·,. .,...,.-: _...,. __ : 22+00 23+00 24+00 25+00 26+00 PROFILE -ROAD B Lf) ~ '° " + <O N en 0 i:;j W.M. PVI STA = 17+75 · · .·. · · · · · · · · · · · · · · · · · PVI ELEV = 420:70 100.00' vc Lf) ~ N O + N CO N v SIDEWALK CURB AND GUTIER 5.00' 430 21.00' 16.00' ct I I I 21 .oo' 16.00' 2% 5.00' ,= 0 a:: 2" MIN CLASS "B" ASPHALT CONCRETE PAVEMENT 4" MIN CRUSHED SURFACING TOP COURSE 2" CRUSHED SURFACING BASE COURSE cii Li..i ~ ~ TYPICAL ROADWAY SECTION Lf) ~ N N "+ . re: " ~ ~ v cii Li..i 0 0 > iii (I) / 11+00 m Lf) -i- 0 v W· ~ /---...._.....; / :"'...._~- 27+00 1s+oo .0 420 410 400 ......... · · · .:.. ... 390 . PYI STA = 2Bf85,2Q PVI ELEV = 407.69 145.00' VC 0 " . . . ·r-,.: ({) ·:fl·. + ~ m v N Li..i (ii 0 (.) >---·-> ]JJ ....... : .. ~.·al·· . ................... ·.c-b..r"·. ~ <O ~ ~ N Li..i . 1:5 ~ 61 . . . . . . . ....... /" / /. --:------- 1.50% ,;· / . VERTICAL / / 28+00 1 "=5' HORIZONTAL 1 "=40' 5 ---scale 40 scale / / / 0 0 / / / ./ / 29+00 5 40 / / / 10 d feet 80 feet 30+00 ..2 0 " fJ) 0 .... II • "' ·c: 0 I I-en <( 0 (.) I- C/) w s: 0 0 2 '::i en C . v a, ...J I"') :t:: 0. 0 0 co -.c O') l{) VJ Q lO C N<C°'"' ~o ~;;= I en w .Lfl •• Z '"O N _. C CO tJ o o I .B N ...::£ LO c:: I'----~ N 0 O> :S:: v U in II • t a, > 0 z .a 0 -:, .. 0 1 0 ~ 1 0- en w ...I -u. 0 a: CL 1-w w a: I- C/) SL-2 SHEET 5 g 9 l.ast Saved an Wed Sep 01 2004 at .5:?Bpm hy Ri7f Helsley tl~e Name: R: \Projecls\108(Camwe.'it}\OO.J-04 {West Coost)\d1r9\sfic~ts\WC_protOI.Jwg Sr:olc: 40 st 0 I N 0 0 I OC)' sl ~ 0 0 ~ °' '- V, w "' a: X w '<I- 0 I '<I- N I ~ I \(o ~ ~ z UJ _. (!> UJ (!> < ... -a: UJ :c ~z Oo ~E-t E-tz -~ u~ .. ~ q "JI " ~ !, ~a Ii ii §! 'r CII I ~ .. a: ;C, .. IO I Iii LJ ~ :z <C ....J Q. (!J z -C <C a: (!J oO (!J :z -a: <C w ....J 0 >-a: <C z -:E -...J w a: Q. ..... +' 0 a__,_, (I) 0 Cl .!:; U) (/) ·c --"-·-oE 3:~ -~ !' :nw ::, . 0.. 0.. '-.._ C D'o .~ E "O .... ;:: OJ ::, E ~E or cN ·c [j") Co, 0 " -.... 0.. (_9 0::: 0.. 0.. ..: w t;:;: 0 >-rn z 0 iii G'.i 0::: I -------~ I I ------------- NOTES: 1. GRADED SLOPES SHALL NOT EXCEED 2H: 1 V PRELIMINARY EARTHWORK QUANTITIES CUT: 6,559 CY FILL: 15,576 CY NET: 9,017 CY FILL WETLAND BUFFER AVERAGING BUFFER IMPACT BUFFER MITIGATION VIA AVERAGING WETLAND 'A' 10,272 SF 12,209 SF WETLAND 'B' 927 SF 3,878 SF NW1/4, NE1/4, SEC. 15 1 T. 23 N., R. 5 E., W.M. ----1- 1 1---~-~---------,J"-~ --.,. -------I "'°-2 I I II • I • II-"==='=~~-___/ I 11 II ~~CT 'D' ~-- 4\6 I I 11 • -- I I -----+4\4~===========~~ I I 4\2 1,,-----t-c------'-'--_/ 11 ........ -------------~ -r- 1 I I ' !TRACT 'B' / I I l ' \ ', \ ' \ \ \ \ ' l ' CLEARING '-\ LIMITS ', \ ' I ', I \ I \ \ I \ \ I \ I \ / \// \ \ t -------------------....... }P::::::::::::::::~:-1--~- -------- /? ',· TRACT 'F' \ c~ ... \ i I I ~~-:-:f,----:---f;, ~\ \ , ,c,..'",l \"' ' --------i~ -r . . . . . . . . . . . . . . : . . . . -. . . . . . . . \ ....... . I 1395__: · I ----• I •-- -------- ---r\·· . .. . .. ..\_ \\_ ---- f-· .• '· : '" ~ ' ,,,. ;----406 • -------- TRACT 'E' /-· -- CLEARING LIMITS 404 --------------- \ --- .-.,,. _,...------- ------------ / ---------- / ,--- / -------- 40 0 40 1 "=40' scale ------ 0 I :1 I '-,c:::======~-1_1 11 -----4 14 ---,L 412 '1 i Bl 80 feet ~ II • ~ N a ·c " 0 VJ I I- (/) <( 0 (.) I-en w s; 0 0 t'. <I) > "<l-o I .N 0 0 zo I ..0 co oo ..., ~ "" 0 I 0 z <C ....J a.. (!J z -C <C a: C, oO C, z -a: <C w ....J 0 >-a: <C z -:E -....J w a: a.. GR-1 SHEET 6 ci z 9 Last Saved an Mon Sep 13 20/J.! at 11:!Dam by Dill f/5/sfq Ille Name: H: \Pmjects\108(Camwest)\002-G4 (West Coastj\dwg\shee!s\WC_qr01.dwg Scale: 4() ~ §. ~ " o_ 0 0 ilf "- "- <ls " Cr " "' '2 "- "' i ~ c,- "' ~ "' ,, io: "" ~ i !~ " ~ Q 'cs· 0 c;--§ -;:; ;:: ~ C a ~ I '2 ~ a' "'- [ "-~ I ~ a c;- "' ," i ~ "' '" ' ~- I'; SURVEYED, """" tiAre 8-24-04 1 "=40' HORIZ~~ik~991 I ~~. CITY OF RENTON f--~~-+-~~~~~~~~~~~~~~~~~~~~-----J~~~+-~~---J-~~---11 ""'°"'°'RJC HERITAGE GLEN AELOBDOK: ... ~ NO. U) () 0 - (!) ...., (!) (!) r+ ~ e II +'- 0 +'-0 0 +'-0 co 0 Ul I r'1 rn -l <O ~ N EB G) :IJ I I'\) REVISION BY ,,.. ... WPH I I I =-RJC I DATE APPR APPSO\'ED; 0 -+ 0 0 Ct£ INCH. AT FUU. SQ.LE F NOT ON£ ll'ICH SCALE '1CCORDINGLY Planning/Building/Public Works Dept. Gregg Zimmerman P.E., Administrator N 0 T 6 jO I I -"II [::: "c I /::: :i .. ' [ ~~ ""'i, -----..;..> --~----------~-----_ -1 I -:111 ----.,,_" ""1 \ I,,~ 2/-~ ~1 n··cw~-.. o"0 6"M I0"/11 -'Ni_6'T__ -"\ I \ I l I ~ 1 ----,, 'o., 6"CW 1 ~r-,7 . ,, , ~4"M 1~' ,; ~\ I I "'b 1~"C"6"CW \ 6\ ~"CW k, ·, 'f?.,:. 8M6 . 6IM \\\ I . . ~oo,u. I I . . . ·. §::c1. "' ' ~"C\ I O"CW 2£fW J -,v.Jrt€~·'f 11r -I "M "~\ 12f'M 1 ().J 1 O"DH I I I ~ 'a· "cw16 cq .. 2 cw12"cw 2 cv 1 2r1~"~:WJI ·. I , _ ~ 1 K1 I. 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GR-2 SHEET: OF: 1:;:; G> m z 0 .. 7 9 z :'?: ...a. ...... -J=i,,. - z m ...a. ...... .l=a,. - (/J m () • ...a. 0,,' - -I • ro CA) z • - JJ . 01 m • - :'?: • ~ WEST COAST ~ "' ~ Horiz. 1 "=40' CAM•WEST Site Development Associates, LLC 10116 Main Street, Suite 106: Bothell, Washington 98011 TREE IN VEN TORY PLAN Office: 425.486.6533 Fax: 425.486.6593 www.sdoengineers.com I EXPIRES 1/21/2006 I Vert. Job Na. 108-002-04 9720 NE 120th PL, Suite #100 Kirkland, WA 98034 425-825-1955 Contact: Sara Slatten 1- t ... 0 I ... N I ~ . ~ co ~ ~ ! z w ...J (!) w (!I < I--a: w :c ~ Q !~ -Q ii i1 0 % 0 ... II ' T"" I ~a: ~o I z < ....I a. ....I 0 a: I-:z 0 0 w (!J < z -< a: C >-a: < :z -::!E -....I w a: a. CII ~ ao rn % • Ct'. a_ a_ <( w ~ 0 z 0 U) G"i Ct'. --~---------------- ...... ----------- 20+00 21 +00 NW1/4, NE1/4, SEC. 15 1 T. 23 N., R. 5 E., W.M. I . I • I l I I I I 00 r--- ---.<JJ(O .. ;J- CB TYPE 1, @ @ @ ,· -1 @ ======'il 110 LF 1 INFILTRATION /1/I TRENCH. 1 -------l SERVES LOTS 11 24-28. II TRACT 'D' 11 II @ : ,!,. I I . tm i '/I 'o ,a I +-,-c~~v fYP~/ 1 j i --"\ ,--\ I \ II '\, 1111 I 'B' /> !TRACT I II 11 o LF I / 44 LF I \\ TRENCH. '-TRENCH. \ \\\INFILTRATION \\ ', INFILTRATION\ II SERVES LOTS \ 'I SERVES LOTS I r------.L... 11 18\-19, 21-23. \ I 10-11. \ 11 ', I @ lL ', \ ~\_, \ ',, \ r-=-:~IllAC°~'C,L..~"~~~ "--:__ LOT 20 S~ED \ TB.ACT,"; BY INDIVIDUAL ~o LF\ @ @ @ (fJ 0 @ @ INFILTRATION T~ENCH \ ON LOT. I I . . . '\.· I I . . \ / .· / ' \/ @) \ ) -+---t t---t-- . • CB TYPE 1--,e--------T -----1 @ 10+00 ® ® @ ® ® @ @ ··· ... @ ======::::::::::::::::::::=----240 LF INFILTRATIONTRE:NCH.-- TRACT 'F' SERVES LOTS 33-}3i9._;::.::;.---, @ @ -------- @ . 11 +00 ® ---===-- @ i :.i ..... I.-· ..... . .... '· \ \\@ I I_ .. .. ·· \ I \ I . I I .I. \ .. -•.. '\ @ ® \ I \ I .. -····· - @ @ @ --::. ::: -- I t·· - -·· ·I :;:::::.---- ==== . . .. ~ -:::: :::: -:;;::. -:::;:N-;:;. :f-RE}lci\. --:::::. ::::: --·no ' -:::: -:;;::. Cf 1Nfll1 ~S 44-45· ®1••······· I :::: :::: -:;;::. :::: -:;;::. --~ 40 s(B.\/(S LO -~ LOTS 49-56 SERVED -- BY INDIVIDUAL 24 LF INFILTRATION TRENCH ON LOT. VAULT INLET lRACT 'E' DETENTION AND WATER QUALITY VAULT INSIDE DIMENSIONS 94' L x 79' W x g' H CONTROL STRUCTURE ···\ I I I ® \ \ 60 \ I I I I I I 40 0 40 1 "=40' scale Last SoVfcd on Moo !lug 30 2004 a! 4:42pm by Bil/ Helsley File Nama: R: \Projects\108(Comwtst)\002-04 (West Coast)\dw9\sh-::ets\WC_drO!.dwq Scale: 40 @ ®.··· 80 feet ® II II II .... ; II ® II I J • II ...... : II 0 0 LOTS 8-9 SERVED BY INDIVIDUAL 24 LF I INFILTRATION I TRENCH ON LOT. j ~ II • cl! N 0 ·c t) 0 [/) I I- Cl) <( 0 (.) I- Cl) w 3:; 0 0 ~ ~ " .., ':i [/) C: -... 0) _Jrr} ~ 0.. g .2 ..c m LO (/} b L() a N<C°' ._ ~a ~ ,:: I [J) W .LO •• Z 'U N -+-' C CO tl o o I 2 N..YLO c: I'----~ N 0 rn :.:: ..-u st 0 I .N oO zo I i:'. .n 00 <ll oo > .., ~ .. Q I 0 ~ I "' ,,_ 0 0 ~ " '-. "' '" <r 0: X '" z < ....I c.. ..J 0 a: I-z 0 0 w ~ < z -< a: C >-a: < z -::i: ....I w a: c.. DR--1 SHEET 8 -sf- 0 I -sf- N I i! U'.) ~ z LU ..J C, LU C, < I--a: LU ::c z <( _..J Cl. >-I--_..J -I- ::> >-a: <( z -:::E -_..J w a: ll.. -~------_:._-------------------------- CONNECT TO EXISTING WATER FIRE HYDRANT ASSEMBLY / EXISTING 8" W ----- CONNECT SIDE SEWERS TO EXISTING SEWER MAIN NW1/4, NE1/4, SEC. 15 1 T. I I • I l I • I CONNECT TO EXISTING SEWER - TRACT 'D' @ ------ •@ @ @ ~'""' @ ® (/) (/) (/) • IX) 23 N., R. 5 E., W.M. II-~------,---~--,--\ -~ @ \ i------_J__ @ \ ··-~ @ I \ I " ITRACT 'B' / I I l ' \ ', \ ' \ I \ I ' I ', l ' I ', I ', I I I I I I I I I I I \ / \// ® FIRE HYDRANT ASSEMBLY / @ @ ® ® 0 '-----w--------w----~---w-----'.----w----t--- FIRE HYDRANT ASSEMBLY @ @ -- ---1 ------+-@ ~ Q !~ ® ® @ @ ® -Q @ @ ii @ ,~ ; ~ TRACT 'F' ·rRACT 'E' -I i; @ I @ @ @ I CONNECT TO EXISTING WATER EXISTING I I --i---W-------4 -- @ CD ® -~--' I -----, ----------------~ © ---------·-----... --1 ---I ----,,-I ,,...,... I ------I ,.- // I I /// r--1. _____ ,,,,, ii : I ---------- /1 \-~-I I / \ /// ',, I I / -~ --TRACT 'A' FIRE HYDRANT t-,,.1..r--',--,J-.,...J-i---1 ASS EMBLY 7 Q w ~ CONNECT TO EXISTING I t------=-s_" ...:s...:s---"s;ss --+-~=-'iili-"-~----.. "--'.;;:,------·------s-s I .. I\ \ \ -\ ---- @/ __ ->---- ___ .,. i' I I /--------------I,,-I I / --// I I I I ______ / II I I /---I I 1--1-1--1---e---1------1 24" SANITARY SEWER z 0 U) Ci O:'. 0 z I I I I l I I l I I I @ ® --. " Last Saved on Thu Sep 09 2004 at 1t:56urn by Dl1! Helsley File Name: R: \Projects\lOB{Camwest)\002-04 (West Coos/)\dw9\sheets\WC_ utol.d;,vq Scale: 40 @l·i\\\ ® \ I I \ \ l I . .... , I-, I. I ---------~--- / / / II/ -------// I I II ///____ I I / ---/ ---_J I --II ----I ----I --------____ _..;:-_____ -----------_J ) / / 1 "=40' 40 scale 0 40 80 feet 0 0 .... II • ci z ~ N -e 0 ·c: -" 0 0 .. 0 (/) :r: > ..., ';f" 0 I 0 ~ I 0-- z <( ..J I-ll.. CJ) >- <( I-- 0 ..J -I-u ::> I->-a: en <( z w -s: ~ -..J w a: ll.. DR-1 SHEET 9 9 1 I -sf- 0 I N 0 0 I U'.) 0 ~ "' 0 0 ~ °' ' ~ ~ a: X w VOL PG ALDER CROSSING NW 1 / 4, CITY NE OF 1 / 4, SEC. 15, T. 23 N., KING COUNTY, R. 5 E., W.M. RENTON, DEDICATION /GERTI Fl CATION: KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SUBDIVIDED, HEREBY DECLARE THIS 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 GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACrs SHOWN ON THIS PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACE, UTILITIES AND DRAINAGE, UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE 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 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 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 ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB-SURFACE WATER FLOWS WITHIN THIS SUBDIVISION OR BY ESTABLISHMENT, CONSTRUCTION OR MAINTENANCE OF THEIR 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, B, AND D THROUGH F, ARE HEREBY GRANTED AND CONVEYED TO THE ALDER CROSSING HOMEOWNERS ASSOCIATION (HOA) FOR NGPA AND DRAINAGE. OWNERSHIP AND MAINTENANCE OF SAID TRACTS SHAU_ BE THE RESPONSIBILITY OF THE HOA. IN THE EVENT THAT THE HOA IS DISSOLVED OR OTHERWISE FAILS TO MEET ITS PROPERTY TAX OBLIGATIONS 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 EQUAi_ AND UNDIVIDED OWNERSHIP INTEREST IN THE TRACTS PREVIOUSLY OWNED BY THE HOA AND HAVE THE ATIE~IDANT FINANCIAL AND MAINTENANCE RESPONSIBILITIES. THIS 1°LAT IS SUBJECT TO THE DECLARATION OF COVENANTS, CONDITIONS, AND RESTRICTIONS FOR ALDER CROS'.:ilNG RECORDED UNDER RECORDING NUMBER -----------------------------· THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSrnT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. FOR CAMWEST ALDER CROSSING LLC., A WASHINGTON LIMITED LIABILITY COMPANY. FOR KEYl:JANK NAI IONAL ASSOCiA TION ACKNOWLEDGMENTS STATE OF WASHINGTON ) )SS COUNTY OF -----------) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT ERIC H. CAMPBELI. IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT HE SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE IS AUTHORIZED TO EXECUTE THIS INSTRUMENT AND ACKNOWLEDGED IT AS THE PRESIDENT OF CAMWEST DEVELOPMENT, INC., MANAGING MEMBER OF CAMWEST Al.DER CROSSING LLC., A WASHINGTON LIMITED LIABILITY COMPANY TO BE THE FREE AND VOLUNTARY ACT SUCH PARTY FOR THE USES AND THE PURPOSES MENTIONED IN THE INSTRUMENT. DATED -------------·-··--··------·---------- SIGNATURE OF. NOTARY PUBLIC ------------------------- MY APPOINTMHJT EXPIRES ----------------- STATE OF WASHINGTON ) )SS COUNTY OF -----------) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT ----------------------------------IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT (HE/SHE/THEY) SIGNED THIS INSTRUMENT, ON OATH STATED THAT (HE/SHE) IS AUTHORIZED TO EXECUTE THIS INSTRUMENT AND ACKNOWLEDGED IT AS THE -------------------------OF KEYBANK NATIONAL ASSOCIATION TO BE THE FREE AND VOLUNTARY ACT SUCH PARTY FOR THE USES AND THE PURPOSES MENTIONED IN THE INSTRUMENT. DATED --------------------------------- SIGNATURE OF NOTARY PUBLIC ------------------------- MY APPOINTMENT EXPIRES ----------------- WASHINGTON CllY OF RENTON PUBLIC WORKS DEPARTMENT EXAMINED AND APPROVED THIS ___ DAY OF -----------• 20 ___ . ---------------------------------------------------ADMINISTRATOR CllY OF RENTQN MAYOR EXAMINED AND APPROVED THIS ____ DAY OF-------------• 20 ___ . MAYOR CllY OF RENTON EXAMINED AND APPROVED THIS ____ DAY OF------------• 20 ___ . CITY CLERK .era OF RENTON FINANCE DIRECTOR'S CERTIFICATE I HEREBY CERTIFY THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THE CITY TREASURER FOR COLLECTION ON ANY PROPERTY HEREIN CONTAINED DEDICATED FOR STREETS, ALLEYS OR OTHER PUBLIC USES ARE PAID IN FULL THIS ____ DAY OF ---------------· 20 ___ . FINANCE DIRECTOR KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS _____ DAY OF ------------20 ___ . KING COUNTY ASSESSOR ACCOUNT NUMBERS: 152305909607 152305904004 152305913203 152305903907 152305900101 DEPUTY KING COUNTY ASSESSOR i,ING COUNTY FINANCE DIVISION CERTIFICATE I HEREBY CERTIFY 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 -------------· 20 ___ . MANAGER, KING COUNTY FINANCE DIVISION DEPUTY LAN.Q_ SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THIS PLAT OF Al.DER CROSSING, IS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. THAT THE COURSES AND DISTANCES ARE SHOWN CORRECTLY THEREON; THAT THE MONUMENTS WILL BE SET AND THE LOT AND BLOCK CORNERS WILL BE STAKED CORRECTLY ON THE GROUND AS CONSTRUCTION IS COMPLETED AND THAT I HAVE FULLY COMPLIED WITH THE PROVISIONS OF THE PLATIING REGULATIONS. RECORDING CERTIFICATE _________ .,.. CHRISTOPHER SHANE BARNES. P.L.S. CERTIFICATE NO. 35145 MEAD GILMAN & ASSOCIATES P.O. BOX 289 WOODINVILLE, WA 98072 PHONE: ( 425) 486-1252 RECORDING NO. -------------------------------------- FILED FOR RECORD AT THE REQUEST OF THE KING COUNTY COUNCIL THIS ______ DAY OF -------------• 20 ____ . AT ______ MINUTES PAST ______ M. AND RECORDED IN VOLUME ______ OF PLATS, PAGE(S) ------------• RECORDS OF KING COUNTY, WASHINGTON. DIVISION OF RECORDS AND ELECTIONS MANAGER JOB NO. 04044 SHEET 1 OF 6 SUPERINTENDENT OF RECORDS ,.i . Mead Gilman & Assoc. Professional Land Surveyors P.O. BOX 289, WOODINVILLE, WA 98072 PHONE: (425) 486-1252 FAX: (425) 486-6108 VOL PG ALDER CROSSING NW 1/4, SEC. R. 5 E., W.M. 1 / 4, CITY NE OF RENTON, KING WASHINGTON 15, T. 23 N., COUNTY, LEGAL DESCRIPTION PARCEL A THE SOUTH HALF OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.; EXCEPT THE WEST 30 FEET AND THE EAST 30 FEET THEREOF; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. PARCEL B THE NORTH HALF OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.; EXCEPT THE EAST 30 FEET AND THE WEST 30 FEET FOR ROAD; AND EXCEPT THAT PORTION THEREOF CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NO. 8705050923; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. PARCEi C: THE WEST 19 FEET OF THE EAST 150 FEET OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.; EXCEPT THE NORTH 42 FEET FOR COUNTY ROAD; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL D: THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.; EXCEPT THE EAST 150 FEET; EXCEP'I THE WEST 30 FEET; AND EXCEPT THE NORTH 42 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD, BY DEED RECORDED UNDER RECORDING NO. 5738288; SITUATF IN THF CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. PARCEi E: THE WEST 24 FEET OF THE WEST HALF OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHWEST 1 /4 OF THE NORTHEAST 1 / 4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.; EXCEPT THE NORTH 42 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD UNDER DEED RECORDED UNDER RECORDING NO. 5840155; AND THE EAST 131 FEET OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORIHWEST 1/4 OF THE NORTI !EAST 1 / 4 or SAID SECTION 1 5; EXCEPT THE NORTH 42 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD UNDFR DEFD RECORDED UNDER RECORDING NO. 5840155; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. RESTRICTIONS: 1. THE ROAD AND STORM DRAINAGE SYSTEMS HAVE BEEN CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROF.ILE ON FILE WITH RENTON DEVELOPMENT SERVICES DIVISION AND ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITIEN 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 ON FILE WITH RENTON DEVELOPMENT SERVICES DIVISION. THIS PLAN SHALL f:lE SUBMITIED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO FINAL BUILDING INSPECTION APPROVAL. 3. NO LOT OR PORTION OF A LOT IN THIS PLAT SHALL BE DIVIDED AND SOLD OR RESOLD OR OWNERSHIP CHA~JGED OR TRANSFERRED WHEREBY THE OWNERSHIP OF ANY PORTION OF THIS PLAT SHALL BE LESS rHAN rHE AREA REQUIRED FOR THE USE DISTRICT IN WHICH LOCATED. 4. SUBJECT TO RESERVATIONS CONTAINED IN DEED FROM THE NORTHERN PACIFIC RAILROAD COMPANY DATED FEBRUARY 17TH, 1891, RECORDED JUNE 4, 1891, UNDER RECORDING NUMBER 79509. 5. SUBJECT TO RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON THE LAND HEREIN DESCRIBED AS GRANTED TO KING COUNTY BY DEEDS RECORDED UNDER RECORDING NO. 5738288. 6. SUBJECT TO RIGHT TO MAKE NECESSARY SL.OPES FOR CUTS OR FILLS UPON THE LANO HEREIN DESCRIBED AS GRANTED TO KING COUNTY BY DEEDS RECORDED UNDER RECORDING NO. 5840155. 7. SUBJECT TO AN EASEMENT FOR UTILITIES AND DRAINAGE FACILITY, AND THE TERMS AND CONDITIONS THEREOF, AS RECORDED UNDER RECORDING NUMBER 8706230522. 8. SUBJECT TO AN EASEMENT FOR UTILITIES AND DRAINAGE FACILITY, A!)JD THE TERMS AND CONDITIONS THEREOF, AS RECORDED UNDER RECORDING NUMBER 8706230523. 9. SUBJECT TO AN EASEMENT FOR UTILITIES AND DRAINAGE FACILITY, AND THE TERMS AND CONDITIONS THEREOF, AS RECORDED UNDER RECORDING NUMBER 8706230524. 10. SUBJECT TO AN EASEMENT FOR UNDERGROUND UTILITIES AND THE TERMS AND CONDITIONS THEREOF AS RECORDED UNDER RECORDING NUMBER 20080305000587. 11. SUBJECT TO CITY OF RENTON ORDINANCE NO. 4612 AND THE TERMS AND CONDITIONS THEREOF AS RECORDED UNDER RECORDING NUMBER 9606210966. 12. SUBJECT TO A REIMBURSEMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF AS RECORDED UNDER RECORDING NUMBER 20071206000322. 13. TRACT C IS A PRIVATE ACCESS TRACT FOR INGRESS, EGRESS, PRIVATE DRAINAGE AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 28 AND 29, OWNERSHIP OF LOTS 28 AND 29 WITHIN THIS PLAT INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT C, AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID TRACT. 14. THE NATIVE GROWTH PROTECTION AREA (NGPA) IN THIS PLAT IDENTIFIES THE WETLANDS. THE CREATION OF THE NGPA CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE AREA. THIS INTEREST SHALL BE FOR THE PURPOSE OF PRESERVING NATIVE VEGETATION FOR THE CONTROL OF SURFACE WATER AND EROSION, VISUAL AND AURAL BUFFERING, AND PROTECTION OF PLANT AND ANIMAL HABITAT. THE NGPA IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE LAND, ENFORCEABLE ON BEHALF OF THE PUBLIC BY THE CITY OF RENTON, TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE NGPA. fHE VEGETATION WITHIN THE NGPA MAY NOT BE CUT. PRUNED COVERED BY FILL, REMOVED OR DAMAGED WITHOUT EXPRESS WRIHEN PERMISSION FROM THE CITY OF RENTON, PROVIDED HOWEVER, THAT THE OWNERS OF THE LAND MAY REMOVE DISEASED TREES. THE RIGHT OF ENTRY HEREIN SHALL APPLY TO THE AGENTS, OF REPRESENTATIVES AND EMPLOYEES OF THE OWNERS OR SUBSEQUENT OWNERS THE LAND. EASEMENT PROVISIONSLNOTES: 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, 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 TEN 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, AND WIRES 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 DRAINAGE TOGETHER WITH THE RIGHT TO ENTER UPON THE EASEMENTS 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 SIGNAL FOR OTHER PURPOSES, SHALL BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT ATIACHED TO A BUILDING. 2. ALL PUBLIC WATER EASEMENTS AS SHOWN ON THE MAP SHEETS OF THIS PLAT OF ALDER CROSSING ARE HEREBY CONVEYED AND GRANTED TO KING COUNTY WATER DISTRICT NO. 90, FOR THE PURPOSE OF PROVIDING THIS PLAT AND OTHER PROPERTIES WITH WATER SERVICE. ALL WATER FACILITIES WITHIN SAID EASEMENTS SHALL BE OWNED AND MAINTAINED BY THE KING COUNTY WATER DISTRICT NO. 90. 3. ALL PUBLIC SEWER EASEMENTS AS SHOWN ON THE MAP SHEETS OF THIS PLAT OF ALDER CROSSING ARE HEREBY CONVEYED AND GRANTED TO THE CITY OF RENTON WATER AND SEWER UTILITIES FOR THE PURPOSE OF PROVIDING THIS PLAT AND OTHER PROPERTIES WITH SEWER SERVICE. ALL SEWER FACILITIES WITHIN SAID EASEMENTS SHALL BE OWNED AND MAINTAINED BY THE CITY OF RENTON WATER AND SEWER UTILITIES. 4. THE 5 FOOT DRAINAGE EASEMENT OVER, UNDER. AND ACROSS LOTS 42 THROUGH 44 AS SHOWN HEREON, IS FOR THE BENEFIT OF LOTS 41 THROUGH 44. LOTS 41 THROUGH 44 SHALL BE RESPONSIBLE FOR THE COST OF MAINTENANCE, REPAIRS OR RECONSTRUCTION OF THAT PORTION OF THE DRAINAGE SYSTEM USED IN COMMON WITH THE EXCEPTION THAT OWNERS OF ANY LOWER PARCEL SHALL NOT BE RESPONSIBLE FOR fHE STORM LINE ABOVE THEIR CONNECTION. 5. THE 5 FOOT DRAINAGE EASEMENT OVER, UNDER, AND ACROSS LOTS 47 AND 48 AS SHOWN HEREON, IS FOR THE BENEFIT OF LOTS 46 THROUGH 48. LOTS 46 THROUGH 48 SHALL BE RESPONSIBLE FOR THE COST OF MAINTENANCE, REPAIRS OR RECONSTRUCTION OF THAT PORTION OF THE DRAINAGE SYSTEM USED IN COMMON WITH THE EXCEPTION THAT OWNERS OF ANY LOWER PARCEL SHALL NOT BE RESPONSIBLE FOR THE STORM LINE ABOVE THEIR CONNECTION. 6. THE 5 FOOT DRAINAGE EASEMENT OVER, UNDER, AND ACROSS LOTS 50 AND 51 AS SHOWN HEREON, IS FOR THE BENEFIT OF LOTS 49 THROUGH 51. LOTS 49 THROUGH 51 SHALL BE RESPONSIBLE FOR THE COST OF MAINTENANCE. REPAIRS OR RECONSTRUCTION OF THAT PORTION OF THE DRAINAGE SYSTEM USED IN COMMON WITH THE EXCEPTION THAT OWNERS OF ANY LOWER PARCEL SHALL NOT BE RESPONSIBLE FOR THE STORM LINE ABOVE THEIR CONNECTION. 7. fHE 5 FOOT DRAINAGE EASEMENT OVER, UNDER, AND ACROSS LOT 40 AS SHOWN HEREON, IS FOR THE BENEFIT OF LOTS 33 AND 40. LOTS 33 AND 40 SHALL BE RESPONSIBLE FOR THE COST OF MAINTENANCE, REPAIRS OR RECONSTRUCTION OF THAT PORTION OF THE DRAINAGE SYSTEM USED IN COMMON WITH THE EXCEPTION THAT OWNERS OF ANY LOWER PARCEL SHALL NOT BE RESPONSIBLE FOR THE STORM LINE ABOVE THEIR CONNECTION. DECLAF~ATION OF COVENANT THE OWNER(S) OF THE LAND EMBRACED WITHIN THIS PLAT, IN RETURN FOR THE BENEFIT TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON, COVENANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISION THEREOF. THIS COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THE PLAT. RESTRICTIVE TREE COVENANT NOTE THE LOT OWNERS AND THEIR SUCCESSORS ARE SUBJECT TO A DECLARATION OF RESTRICTIVE COVENANTS REGARDING THE INSTALLATION AND MAINTENANCE OF TWO ORNAMENTAL TREES, A MINIMUM CALIPER OF 1-1 /2 (DECIDUOUS) OR 6-8 FEET IN HEIGHT (CONIFEROUS) PER EACH NEW LOT WITHIN THE 20 FOOT YARD SETBACK AREA. ADDRESSING BLOCK LOT # HOUSE # 1 xxxx 2 xxxx 3 xxxx 4 xxxx 5 xxxx 6 . xxxX-- 7 xxxx 8 xxxx ~~ 9 xxxx 10 xxxx 1 ·1 xxxx 12 xxxx 13 xxxx 14 xxxx 15 xxxx 16 xxxx 17 xxxx 18 xxxx i 19 xxxx 20 xxxx 21 xxxx 22 xxxx 23 xxxx 24 xxxx 25 xxxx 26 xxxx 27 xxxx 28 xxxx 29 xxxx 30 xxxx JOB NO. 04044 SHEET 2 OF 6 ROAD NAME (ST NAME) ST NAME (ST NAME) ST NAME ST NAME ST NAME ST NAME ST NAME) ST NAME ST NAME ST NAME ST NAME (ST NAME) ST NAME (ST NAME) ST NAME ST NAME 'ST NAME ST NAME ST NAME ST NAME ST NAME (ST NAME ST NAME (ST NAME) ST NAME (ST NAME) ST NAME ST NAME ST NAME LOT# HOUSE # ROAD NAME 31 xxxx (ST NAME) 32 xxxx ST NAME) 33 xxxx ST NAME') 34 xxxx ST NAME) 35 xxxx ST NAME) 36 xxxx ST NAME) 37 xxxx (ST NAME) 38 xxxx ST NAME) 39 xxxx (ST NAME) 40 xxxx ST NAME) 41 xxxx ST NAME) 42 xxxx ST NAME) 43 xxxx ST NAME) 44 xxxx ST NAME) 45 xxxx ST NAME) 46 xxxx ST NAME) 47 xxxx ST NAME) 48 xxxx ST NAME) 49 xxxx (ST NAME) 50 xxxx ST NAME) 51 xxxx (ST NAME) c----· xxxx ST NAME) 52 53 xxxx ST NAME) 54 xxxx ST NAME) 55 xxxx ST NAME) 56 xxxx ST NAME) 57 xxxx (ST NAME) 58 xxxx ST NAME) 59 xxxx ST NAME) 60 xxxx ST NAME) Mead Gilman & Assoc. Professional Land Surveyors P.O. BOX 289, WOODINVILLE, WA 98072 PHONE: (425) 486-1252 FAX: (425) 486-6108 VOL PG ALDER CRO'SSING 15, T. 23 COUNTY, N., R. 5 E., W.M. Scale MERIDIAN 1 " w : LO sq" -• I') .... l() I'") • • N 0 0) 0 l[) z PLAT OF MORGAN PLACE AS RECORDED IN VOL. 205 OF PLATS, PAGE 68, UNDER RECORDING NO. 20020228001891, RECORDS OF KING COUNTY, WASHINGTON. EQUIPMENT & 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. PLAT OF MORGAN PLACE AS RECORDED IN VOL. 205 OF PLATS, PAGE 68, UNDER RECORDING NO. 20020228001891, RECORDS OF KING COUNTY, WASHINGTON. WASHINGTON LEGEND 0 (M) (R1) SET 1 /2" X 24" REBAR WITH 1 3/ 4" PLASTIC CAP STAMPED "MEAD GILMAN & ASSOCIATES 32434/35145/36811" PRIVATE UTILTIES EASEMENl. SEE EASEMENT PROVISIONS, NOTE 1, SHEEf 2. ESM'T REC # 20080305000587 MEASURED SEE REFERENCE NUMBER 1 JOB NO. 04044 SHEET 3 OF 6 I LINE TABLE LINE LENGTH BEARING L1 12.08 N 35'23'17" E L2 4.12 N 64'25'57" W L3 18.87 N 59'22'15" E L4 8.12 N 77'02'57" E L5 25.90 N 33'37'20" W L6 28.30 N 53'57'35" W L7 7.12 N 11 '23'28" E L8 20.66 N 10'02'40" E L9 20.14 N 27' 12'05" E L10 10.37 N 32'30'33" E L11 14.98 N 08'31 '57" E L18 9.73 N 51'05'33" W L19 30.18 N 57'31'37" W Mead Gilman & Assoc. Professional Land Surveyors ,:·_ t. P.O. BOX 289, WOODINVILLE, WA 98072 PHONE: ( 425) 486-1252 FAX: (425) 486-6108 < 0 r ~ G) 10 __ 15 \_ I~ I I") N I ll) 0 w fJ) I u. 0 Iv "" 1~ w z w (:\ I I-~ LI.. JO E--.. v ~ I::_-- 3: ~ z w ~ I I- LL 0 I~ ::J I I- fJ) w 3 NW 124.52' s. 1/4, SECTION 10, TWP 23 N., RGE. 5 E. FND. 3" BRASS DISC "KING COUNTY SURVEY MON. SET FLUSH W/ CONC. w = ~ 0 0 u-i 'ST . . .... 0 I') q b ll) 0 ..;- z c:o (1) a:i N DRAINAGE EASEMENT PER REC. NO. 8706230522. 1 \ 3,585 sq. ft. I 'i.o -r--: N 89·2s'15" w - 73.50' 0 0 u-i 'ST 2 3,307 sq. ft. N 89'28' 15" W 73.50' 0 0 u-i v 3 3,307 sq. ft. N 89'28'15" W 0 73.50' 4 3,307 sq. ft. N 89'28'15" W 73.56' 5 3,383 sq. ft. N 89'28'15" W 77.96' 6 3,637 sq. ft. 7 I I 0 \ tn \ \ \ \ 3,793 sq. ft. VOL PG ALDER CROSSING 1 / 4, NE CITY OF JI/ 4, SEC. 15, T. 23 N., KING COUNTY, R. 5 E., W.M. RENTON, Lu < . ~ q N vi -.jw a_~ - . ~ ~ r') -C) gl~ z cj G: I 'i.o ~ I I I 0 ~ I I") I I ~ I I") I 21· --r-21' --0 0 ..,: r') I I \ 4.80' \ \ 117.78' - 60 3,058 sq. ft. N 88"21 '09" W 88.81' 59 3,060 sq. ft. N 89'29'52" W 88.81' 58 3,019 sq. ft. N 89'29'52" W 88.83' 57 3,001 sq. ft. N 89'29'52" W 88.84' 56 3,020 sq. ft. N 89'29'52" W 88.86' 55 3,008 sq. ft. N 89'29'52" W 87.19' 54 3,004 sq. ft. N 89'29'52" W 83.66' 53 3,003 sq. ft. WASHINGTON N.£. 4th --,_r -- 0 0 ..,: I") w OC) 0 0 I") b 0 zl "( >-Lu -J -J ~ ·,... 8' I 8' 0 ~ I") N v ---- 41 3,522 sq. ft. N 89'29'52" W 95.00' 42 3,229 sq. ft. N 89"29'52" W 95.00' 5' PRIVATE DRAINAGE EASEMENT. SEE EASEMENT PROVISIONS NOTE 3, SHEET 2. 43 ~, t') 3,091 sq. ft. N 89'29'52" W I I 95.00' 44 3,229 sq. ft. 45 3,118 sq. ft. N 89'29'52" W 95.00' 46 3,229 sq. ft. N 89'29'52" W 95.00' 47 N ex>\ 3,185 sq. ft. t.\--5' PRIVATE DRAINAGE EASEMENT. • SEE EASEMENT PROVISIONS NOTE 4, SHEET 2. N 89'29'52" W 91.26' 48 3,030 sq. ft. ,0 N 89'30'39" W N 89'29'52" W \ \ \ o. < \~ ~ _.I ~ \ \ . o'-9. ocr): 38.33' 83.41' 52 49 3,425 sq. ft. 3,016 sq. ft. :;:>..), S' I 0 0 ..,: I") I ;! / u Z,f Btf:o.,§!;) ---- TR. 999 -E LINE OF THE W 24 FEET OF THE NE 1/4, OF THE NW 1/4, OF THE NW 1/4, OF THE NE 1/4 OF SEC 15-23-5E. I + 7 ---- N 88'22'10" W 40 I I tO LL. --0 --lO _t~ w ro ~~rL_ SEE SHEET 3 OF 6 1"\~ ·o 0, I<)/ t< tr) 2,·-....r-I 1 I 1 ::i:: CJ') 30 o ___ __,;;,30 Scale 1" 30' LEGEND 9 SET 1/2" X 24" REBAR WITH 1 3/4" PLASTIC CAP STAMPED "MEAD GILMAN & ASSOCIATES 32434/35145/36811" 0 (M) SET 4" x 4" CONCRETE MONUMENT WITH 1 5/8" BRASS DISC WITH "X" STAMPED "35145" IN STANDARD KING COUNTY CASE. (UNLESS OTHERWISE NOTED) PRIVATE UTILTIES EASEMENT. SEE EASEMENT PROVISIONS, NOTE 1, SHEET 2. ESM'T REC# 20080305000587 MEASURE[) LINE LENGTH BEARING L2 4.12 N 64'25'57" W 90 CURVE TABLE CURVE LENGTH RADIUS C1 3.65 35.00 ---· CZ 51.82 60.00 C3 54.29 35.00 C4 6.17 296.00 C5 45.26 296.00 C6 34.43 296.00 C7 48.30 296.00 C41 47.30 30.50 C42 19.58 304.00 C43 34.84 304.00 C44 4.87 304.00 C45 46.32 25.0C' C46 8.54 68.00 C47 33.97 68.00 C48 16.22 68.00 C49 2.82 27.00 C50 4.48 43.00 C51 44.91 52.00 C52 72.92 254.00 C53 52.24 254.00 C54 35.74 254.00 C55 29.31 254.00 C56 55.66 35.00 C61 71.68 254.00 DELTA 5'58'30" 49'29'13" 88'52'54" 1·11 '39" 8'45'37" 6'39'51" 9·20·55" 88'51 '17" 3'41 '27" 6'34'01" 0'55'04" 105·09'49" 7'11'45" 28'37'21" 13'40'07" 5'58'30" 5'58'30" 49'29'13" 16'26'59" 11'47'02" 8'03'43" 6'36'38" 91'07'06" 16'10'12" ~lz-sl o~ JOB NO. 04044 Sr-lEET 4 OF 6 27' i I / TR. ( \ I D I 39 I I I I I I 3~ I I I J, J -- . ~ N l ~02'?.Q" ~ -1""62.59' SEE SHEET 5 OF 6 S Mead Gilman & Assoc. Professional Land Surveyors P.O. BOX 289, WOODINVILLE, WA 98072 PHONE: (425) 486-1252 FAX: (425) 486-6108 w w CJ') <.O I.J.. 0 I") ~ w ::r: U) w w U) NW 1 / 4, CITY ' I ALDER CROSSING NE OF 1 / 4, SEC. 15, T. 23 N., R. 5 E., W.M. RENTON, KING COUNTY, WASHINGTON VOL PG SEE SHEET 4 OF 6 I I / I FND. 1/2" R/C l NORTH LIN'E OF THE s. 1/2 OF THE NW 1/4 OF \ \ 4 8 / "CORE 30427" 0.11' THE NW 1(4, OF rHE NE 1/4 or SEC 15-23-5E. • .,,, .,,, \ \ / ------FND. 1/2" REBAR & CAP .,,, .,,, -------_JI 1 -------------/ ~~~.U~61:1 ~io~~~~~~1iB~~ 1_ ~Atc•~oo 1 ;0~. (;/04) ~~D#i(f 4f{;1 ~~~~ A~/;R~TE D• oO ·o O• oO • Q:J • 0 ~ t \\/ 5 2 \ I 4 9 ,,1 "CORE 30427" E. 0.31' OF II fl ' 0:: - 132.83' 276.46' CALC POSITION. VISITED(3/04) w 117.25' \ I I I "'\ \ I r-............ _ I @ 40 . 33 /00:2· ,..._ \\ II I / -...... ----...... / ~ /'2. l<J J---10· 4,950 sq. ft. 1i~~~~~~ i:t1 :~~MENT ~ ~ ~ 0,1 --.... ~ / PROVISIONS NOTE 6, SHEET 2. N l'l 4,472 sq. ft. N 'I-t,; N \\\ /II I/ .................. -/ < ~-=--===~~-co~=-=1~38[.6~9~' -==-=---=--=---:-~~-:::o!----:--~--.-22112_:6.JJ?Or..· ____ :ij r,, Gt ! s \ I 5 0 / -N 87'39'49" w ~ Ii _j • z \\v// r--................ I ~ 0, io 298.05' -ALLEY 8---t---~z ~~ / --.........,_ I .S ~/ 39.95' 33.51' 3 • _Jow / -" 4 ·69 34.00' // ........ ........ ........ ........ I 't !:? I 34.54' 35.00' 44.03' ~ ~ , ~-<l,.\~// <-,, s1 '-,,--;1--:!r .. L 2 ,· 1 ll be,. ~; '-, '-, . ~ ''' / i ,) j ~ . _w _w w w / u ii 2 ~ ~ ", ~Oo'>-"-"-/ ::;z--J~ ~ /TR• D ~ ~ 3 9 ~ ~ 3 8 ~ -o~ 3 7 = • ~ _w / ~ d!: _II, ~ ~ '"-(""~,2, <ls,., "-"-I (\.). .~;: (DETENTION) N0~ g 3,051 sq. ft.N m 3 122 sq. ft:· . ~ ~ 3 6 i; g 3 5 ~ ~ 3 4 v ,'v. '-/ ~ -/ 4 088 ft o ' ·N m 3 ,059 sq. rt. N m 3,108 sq. ft N o N I "-·..?-9, O• -...., / ( I'\ -• sq. . z o o 'N m 3,149 sq. ft.N g3,611 sq. ft. '-. l,!j, °"'-. ./ '-.) :z: Z z O D O <0 " "-.07,, -... --( z z z I V ~ ""'"" 'o· "-10· I I') I.LI TR. F " @ "'1..""1 --.i_ I ' --- ' (\J • ~o c,v (\J N N r-, D TR. A 'l.-"~ / )._,_ Ce "/ ! '~ /'\__7.50' PUBLIC ~ DRAINAGE EASEMENT. 8 ,, X,, , i,.G 3,618 sq. ft. .'J,'l.-n' ,;..,'o i,.v t\ ._, 'oC/)· 9 \ I I I 4,118 sq. ft. I I 10 3,099 sq. ft. 1 1 3,164 sq. ft. 12 SEE SHEET 6 OF 6 I 0 0 Lfi (',J N fl a: I.,; 1 /:J 0) <o 0 -,i-' :.... 'I--- :z: I DETAIL SCALE: 1 " -1 ' ~Lu ~<: ~ a-1w ~I~ ,,.,, 10· w ---- I ------C62 15.47' 34.31' 34.00' 35.oo· 34.54' 20.56' z s ----+-~ N~E_N....::..:8~~~ ST. / /----,,, TR . C . 249.58-:-. ----..,'c...., -1---.r---\ (ACCESS/UTILITIES) N \ / ~~-=~:~~.....'..;1 ·~ 58 ~0isq~·_:f~t.71 2o.~r-.L-._7 U?°"------,r-----:w~---,..---.:;::-::-::-;--~S:E:E~DETAIL--··"\ , --_ -// C2 4 35.74' ' --· 74.55' 43.44' 37.95' l=t 27 3,733 sq. ft. 26 3,274 sq. ft. 25 3.223 sq. ft. 24 ---7 I I I I I I \ \ 28 4,777 sq. ft. "' ---- 30 4,897 sq. ft. 29 4, 118 sq. ft. __/ ----~ "' ------- "r--,. Cl: f',,. 0, a, (J) ...;. f',,. w L[) _-st C') b 0 3 3,854 / / w ' L[) 1 .st -I') sq. ft. b 0 z --- \ . "! -co 32 I I 4,624 sq. ft. (J) N I '.i,. OJ. 10· @"1 WETLAND BOUNDARY \ 1 / TRACT B \ \ / / I --- / / / / I I I I z I o I q I ~ I r:.,; I~ I ,,, I I I \~ I ;..J I~ I I C) () c:: s;: 'S: \~ , . \~ \ \ ~I 0-:..-NE 3RD ST. \ \ SEE S~EET 6 OF 6 / CURVE TABLE 0') NE_ 3RP,,.,,~ • 0 30 0 30 ----- Scale 1" 30' LEGEND a SET 1/2" X 24" REBAR WITH 1 3/4" PLASTIC CAP STAMPED "MEAD GILMAN & ASSOCIATES 32434/35145/36811" S SET 4" x 4" CONCRETE MONUMENT WITH 1 5/8" BRASS DISC WITH "X" STAMPED "35145" IN STANDARD KING COUNTY CASE. (UNLESS OTHERWISE NOTED) 0 (M) PRIVATE UTILTIES EASEMENT. SEE EASEMENT PROVISIONS, NOTE 1, SHEET 2. ESM'T REC # 20080305000587 MEASURED MBER 1 90 LINE TABLE LINE LENGTH BEARING ----LS 25.90 N 33'37'20" W L6 28.30 N 53'57'35" W L7 7.12 N 11·23'28" E LB 20.66 I-· N 10-02'40" E L9 20.14 N 27"12'05" E L14 23.15 N 70-50'46" E L15 16.59 N 83'11'54" E L16 5.16 N 32'15'49" E L17 19.99 N 89.52'55" E CURVE LENGTH C8 49.91 C9 2.17 C10 34.12 C 11 25.15 C14 47.73 C15 45.45 C15 57.96 C17 20.98 C22 4.21 C23 37.22 C24 21.87 C25 29.71 C26 4.82 C27 13.53 C28 2.87 C29 21.07 f--- C30 21.28 C38 28.55 C39 31.42 C40 33.41 C57 18.35 C58 23.94 C52 16.13 C63 3.22 RADIUS DELTA 296.00 9•39'42" 296.00 0·25·12" 25.00 7 8' 11 • 11 " 246.00 5'51 '24" 246.00 11·01·03" 245.00 10·35'12" 246.00 13·30·00" 246.00 4·53'1 o" 204.00 1·10·55" 25.00 85'18'13" 295.00 4· 13'58" 20.00 35·05'38" 50.00 5·31 '35" 50.00 15'30'01'' 50.00 3' 17'38" 50.00 24'08'31" 50.00 24'23' 18" 201 .00 8'08'20" 20.00 90·00'03" 20.00 95·42'09" 50.00 21·01'35" 50.00 27"26'09" 254.00 3'38'16" 50.00 3'41'40" -~ JOB NO. 04044 SHEET 5 OF 6 Mead Gilman & Assoc. Professional Land Surveyors P.O. BOX 289, WOODINVILLE, WA 98072 PHONE: (425) 486-1252 FAX: (425) 486-6108 t.J Lf1 I I') N I Lf1 u w (/J LL 0 v w z w I "'" LL 0 v 3: z w I "'" LL 0 w z ::J "'" (/J t'5 < 0 r ~ G') ---------- I ·• l ,, ' ,·1 tO LL 0 I") t:i w I ff) ltl-- ff) (J1 (,J ~ N z 0 -: (J1 q_ .)> I I f- ) • --J ' ~ "'-"'1 I - 1 0 ------- 1 1 12 4,517 sq. ft 9 --- \ \ - N 0 NW I I I -I I I ~o·--\ P \ l',, \ ;_ \ \ ~. VOL PG ALDER CROSSING 1 / 4, SEC. R. 5 E., W.M. 1 / 4, CITY NE OF RENTON, KING 15, T. 23 N., COUt\lTY, WASHINGTON I 27 ---- I -I (\J 0 I 26 - 25 24 4,852 sq. ft. \_l j _ - \ N 85'31 '05" E L 72A '\\ L :-Pu: DRAINAGE EASEMENT. \ 23 5,289 sq. ft. - -- I -j I I SEE SHEET 5 OF 6 --. I "\ I I u / I ~ . "" -1 ~ I "" I I "' I "" ( "" "' '- "" 28 ----\.. "" I I 30 I I I 3 ;I 32 I I "" I I "" "----29 ---J I "" "" _J ---- ----- C26 I L17 N 86'25'25" w C63 32.65' I I I z I 0 0. -----"' WETLAND BOUNDARY i\ ~ ~ ----/ / / TRACT 8 / (NGPA) 31,193 sq. ft. / SEE RESTRICTION 14/ "- SHEET 2. -- i jg I~ p / / 1\ ~ ~ I \ i I I I I <l, v b ~I . (,J co N I 1>\TR. A p .l ti, E· ~ <~ <,,"b \ %~ ~ ('.) ~\ LINE TABLE LINE LENGTH BEARING 1--L_10 _ __,_10_._37_._ N 32"30'33"~E~---..., L11 14.98 N 08"31'57" E L12 7.88 N 48"09'46" E L 13 21.29 N 42"58'08" W L14 23.15 N 70'50'46" E L 15 16.59 N 83" 11 '54" E L16 5.16 N 32"15'49" E L 17 19.99 N 89"52'55" E L18 9.73 N 51·05'33" W CURVE TABLE CURVE LENGTH RADIUS DELTA C12 44.40 246.00 10·20'26" C13 60.68 246.00 14'07'56" C14 47.73 246.00 11 ·07'03'' C15 45.46 246.00 10·35'13" C16 57.96 246.00 13"29'59" C17 20.98 246.00 4'53'1 o" C18 39.27 25.00 90·00·00" C19 39.27 25.00 90·00·00" C20 10.71 204.00 3'00'24" C21 66.03 204.00 13·32'45" C26 4.82 50.00 5\31 '35" C27 13.53 50.00 15"30'01" C28 2.87 50.00 3'17'38" C29 21.07 50.00 24'08'31" C30 21.28 50.00 24"23'18" C31 6.27 50.00 7"11'12" C32 11.78 50.00 13"29'50" C33 27.10 50.00 31"02'58" C34 22.10 50.00 25·19·12" C35 15.94 50.00 18'15'41" C36 19.85 50.00 22·45'00" C37 37.50 50.00 42"58'14" C57 18.35 50.00 21'01'36" C58 23.94 50.00 27'26'09" (DETENTION) \ .< 6,286 sq. ft. \ t ~ \ ·1a_ \ \ 13 5,645 sq. ft. 14 4,518 sq. ft. SOUTH LINE OF THE N. 1 /2 OF THE SW 1/4 OF THE NW 1/4, OF THE NE 1 / 4 OF SEC 15-23-5E. 22 4,780 sq. ft. 15 4,671 sq. ft. N ' 37,99 21 6,075 sq. ft. ---- ------ w 1 6 N. . n CX) ~ 5,622 sq. ft. co N I'-- b I'-- 0 z w If) (J) --U1 -0 b m 0 z C20 C17 N 84'0f16" E 31.31' 20 6,005 sq. ft. 10' _L 51.89' 0 42.57' w • 1 7 N • ~ I') "<I: 4.885 sq. ft. OC) (\J I'-- b I'-- 0 z 19 I I @--! I ~ (0 0 w N· I') ITT 6,332 sq. ft. I I I I i.o ~ N-• 0 8 - z 31.00' N 89"31'28" W 137.89' 40.32' 1 8 4,965 sq. ft. ) C> "" & \ I I . -I'-- I I') Lf) . ~I -1 o' C59 49.19 50.00 55·22·1 o" C60 35.79 50.00 41'00'41" C63 3.22 50.00 S41'40" 0--1 1 o' ------------------l1:fiia=24~f"'i::::::.:iJ._441111 }.5~1-;''_JB~o~.0~2:_· ---7m-.l----!63~.~54~·----l----~65~.3~4:_'~~~-l--~Q.-Q2.'_ FND. 5/8" R/C 30 90 Scale 1" 30' LEGEND • 0 SET 1/2" X 24" REBAR WITH 1 3/4" PLASTIC CAP STAMPED "MEAD GILMAN & ASSOCIATES 32434/35145/36811" SET 4" x 4" CONCRETE MONUMENT WITH 1 5/8" BRASS DISC WITH "X" STAMPED "35145" IN STANDARD KING COUNTY CASE. (UNLESS OTHERWISE NOTED) PRIVATE UTILTIES EASEMENT. SEE EASEMENT PROVISIONS, NOTE 1, SHEET 2. ESM~ REC# 20080305000587 (M) MEASURED (R1) SEE REFERENCE NUMBER 1 l "CRONES 29537" FND. 5/8" R/C 3/2-?.:.I o~ JOB NO. 04044 SHEET 6 OF 6 "CRONES 29537" Mead Gilman & Assoc. Professional Land Surveyors P.O. BOX 289, WOODINVILLE, WA 98072 PHONE: (425) 486-1252 FAX: (425) 486-6108 \ \ w LO I n N I Lf) o-n . c:i l:il 2 V) w z w w I : f-- ('\J t'J LL ·co o ;' v o, 0 - z 3: z w I f-- LL. 0 w z :J f-- (/) w5 < 0 r ~ G1