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".. . ... ........... .......... ....... .... ........... ........... .......... . ·:::::::t,·"-' .. -- .......... " ........... ........... .......... ........... . . . . . . . . .. ------ SE 143RDST ........... ........... ........... ........... ,· .----,-----------, can 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) --'·-- T r __ J __ ._J. _ _,,I D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 0425.827.3063 F 425.821.2423 1 2 3 . -4 NO. J_ __ ·-I-·- CITY COMMENTS 11. 13. 1-4 CITY COMMENTS CITY COMMENTS REVISION CONDITIONS OF APPROVAL: THE PROPOSED PRELIMINARY PLAT AS DEPICTED IN STAFF REPORT EX. J ANO DESCRIBED IN THIS DECISION IS CONSISTENT WITH ALL APPLICABLE REVIEW CRITERIA AS OUTLINED ABOVE, SUBJECT TO THE FOLLOWING CONDITIONS: 1. THE APPLICIINT SHALL COMPLY WITH MIT/GA TION MEASURES ISSUED AS PART OF THE MIT/GA TEO OETERMINA TION OF NON-SIGNIFICANCE FOR THE PROPOSAL. 2. ALL PROPOSED STREET NAMES SHALL BE APPROVED BY THE CITY. J. ALL LOT CORNERS AT INTERSECTIONS OF DEDICATED PUBLIC RIGHTS-OF-WAY. EXCEPT ALLEYS, SHALL HA VE MINIMUM RADIUS OF FIFTEEN FEET (15'}. 4. SIDE SEl!f'R LINES SHALL BE INSTALLED EIGHT FEET (8') INTO EACH LOT IF SANITARY SEf!f'R MAINS ARE AVAILABLE, OR PROVIDED WITH THE SUBDIVISION DEVELOPMENT. 5. ALL UTILITIES DESIGNED TO SERVE THE SUBDIVISION SHALL BE PLACED UNDERGROUND. ANY UTILITIES INSTALLED IN THE PARKING STRIP SHALL BE PLACED IN SUCH A MANNER ANO DEPTH TO PERMIT THE PLANTING OF TREES. THOSE UTILITIES TO BE LOCA T£0 BENEATH PA VEO SURFAC£S SHALL BE INSTALLED, INCLUDING ALL SERVICE CONNECTIONS, AS APPROVED BY THE OEPARlMENT OF PUBLIC WORKS. SUCH INSTALLATION SHALL BE COMPLETED ANO APPROVED PRIOR TO THE APPL/CATION OF ANY SURFACE MATERIAL. EASEMENTS MAY BE REQUIRED FOR THE MAINTENANCE ANO OPERATION OF UTILITIES AS SPECIFIED BY THE OEPARTM£NT OF PUBLIC WORKS. 6. ANY CABLE TV CONDUITS SHALL BE UNDERGROUNDED AT THE SAME TIME AS OTHER BASIC UTILITIES AR£ INSTALLED TO SERVE EACH LOT. CONDUIT FOR SERVICE CONNECTIONS SHALL BE LAID TO EACH LOT LINE BY APPLICANT AS TO OBVIATE THE NECESSITY FOR DISTURBING THE STREET AREA, INCLUDING SIDEWALKS, OR ALLEY IMPROVEMENTS WHEN SUCH SERVICE CONNECTIONS ARE EXTENDED TO SERVE ANY BUILDING. THE COST OF TRENCHING, CONDUIT. PEDESTALS AND/OR VAULTS AND LATERALS AS f!f'LL AS EASEMENTS THEREFORE REQUIRED TO BRING SERVICE TO THE DEVELOPMENT SHALL BE BORNE BY THE DEVELOPER ANO/DR LAND OWNER. THE APPLICANT SHALL BE RESPONSIBLE ONLY FOR CONDUIT TO SERVE HIS DEVELOPMENT. CONDUIT ENOS SHALL BE ELBOH£0 TO FINAL GROUND ELEVA T/ON ANO CAPPED. THE CABLE TV COMPANY SHALL PROVIDE MAPS ANO SPECIF/CATIONS TO THE APPLICANT ANO SHALL INSPECT THE CONDUIT ANO CERTIFY TO THE CITY THAT IT IS PROPERLY INSTALLED. 7. THE APPLICANT SHALL INSTALL ALL STREET NAME SIGNS NECESSARY IN THE SUBDIVISION PRIOR TO FINAL PLAT APPROVAL. 8. CITY STAFF SHALL INVEST/GA TE WHETHER THE PROPOSED 156TH A ff' CROSSING FOR SCHOOL CHILDREN IS SAFE IN TERMS OF LIGHTING ANO STOPPING DISTANCE. STAFF SHALL REQUIRE FURTHER MIT/GA TION AS NECESSARY TO ENSURE SAFE WALKING CONDITIONS FOR CHILDREN WALKING TO THE SCHOOL BUS. 9. THE PROPOSED STUB ROAD SHALL INCLUDE A TEMPORARY TURN AROUND AS REQUIRED BY RMC 4-7-750(G) IF THIS IS NOT ALREADY PROPOSED. 1. THE APPLICANT SHALL COMPLY WITH THE MIT/GA TION MEASURES ISSUED AS PART OF THE REVISED DETERMINATION OF NON-SIGNIFICANCE MIT/GA TED, DA TEO MAY 19, 2014. 10. THE APPLICANT SHALL OBTAIN A DEMOLITION PERMIT AND ALL REQUIRED . INSPECTIONS FOR /HE REMOVAL OF THE EXISTING SINGLE FAMILY RESIDENCE AND DETACHED GARAGE PRIOR TO FINAL PLAT RECORDING. 11. A FINAL DETAILED LANDSCAPE PLAN SHALL BE SUBMITTED TO AND APPROl-f'D BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT ISSUANCE, INCLUDING A 10-FOOT LANDSCAPED VISUAL BARRIER AROUND THE PERIMETER OF THE STORM DRAINAGE TRACT (TRACT A). 12. THE LANDSCAPED VISUAL BARRIER AROUND THE PERIMETER OF TRACT A SHALL BE INSTALLED PRIOR TO RECORDING OF THE FINAL PLAT. STREET FRONTAGE LANDSCAPING SHALL BE INSTALLED PRIOR TO CERT/FICA TE OF OCCUPANCY FOR THE NEW SINGLE FAMILY RESIDENCES. IJ. AN EASEMENT FOR TREE PROTECTION SHALL 8£ RECORDED ALONG THE EAST PROPERTY LINE' TO PROTECT THE TREES AVAILABLE FOR RETENTION (AS DETERMINED Bli THE CITY OF RENTON ARBOR/ST). THE EASEMENT SHOULD BE OF .. SUFFICIENT WIDTH TO AOEQUA TEL Y PROTECT THE TREES IDENTIFIED FOR ' PROTECTION, HOH£VER STAFF RECOMMENDS ;THA T THE EASEMENT WIDTH BE PERMITTED TO VARY BASED ON THE WIDTH OF THE STAND OF TRE'ESPROPOSEO TO BE RETAINED. · SUCH EASEMENT SHALL BE IDENTIFIED ON THE FACE OF THE FINAL PLAT. 14. A FINAL TREE RETENTION PLAN SHALL BE SUBMITTED WITH THE CONSTRUCTION PERMIT APPLICATION IOENTIF'r7NG ALL THE TREES TO BE RETAINED, AS OETERM,NEO BY THE CITY ARBOR/ST. 15. A STREET LIGHTING PLAN SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT REVIEW FOR REVIEW ANO APPROVAL BY THE CITY'S PLAN REVIEf!f'R. 1 15. THE PLAT MAP SI/ALL BE REVISED TO SHOW TRACT 8 AS OED/CA TEO RIGHT-OF-WM[ THE REVISED PLAT MAP SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER PRIOR TO RECORDING OF THE FINAL PLAT. 16. SECONDARY REVIEW MAY BE REQUIRED FOR THE POND WITH BOTH STRUCTURAL ENGINEER AND GEOTECH ENGINEER, ANO LINING MAY ALSO BE REQUIRED. 17. SIT£ GRADING SHALL BE LIMITED TO THE SUMMER MONTHS. IF THE GRADING IS TO TAKE PLACE DURING THE f!f'TTER WINTER OR SPRING MONTH, A CONTINGENCY SHALL BE PROVIDED IN THE PROJECT BUDGET TO ALLOW FOR EXPORT OF NATIVE SOIL ANO IMPORT OF STRUCTURAL FILL. 18. THE APPLICANT SHALL BE REQUIRED TO CREA TE A HOMEOWNER'S ASSOC/A TION OF MAINTENANCE AGREEMENT FOR THE SHARED UTILITIES, STORMWA TER FACILITIES. AND MAINTENANCE AND RESPONSIBILITIES FOR ALL SHARED IMPROl-f'MENTS OF THIS DEVELOPMENT. A DRAFT OF THE DOCUMENT(S) SHALL BE SUBMITTED TO CURRENT PLANNING PROJECT MANAGER FOR THE REVIEW ANO APPROVAL BY THE CITY ATTORNEY AND PROPERTY SERVICES SECTION PRIOR TO THE RECORDING OF THE FINAL PLAT. 19. BAMBOO MAY NOT BE USED FOR ANY LANDSCAPING REQUIRED OF THE PROPOSAL. DA TEO THIS 18TH DAY OF JULY, 2014. CITY OF RENTON HEARING EXAMINER SEPA CONDITIONS OF APPROVAL: 1. PROJECT CONSTRUCT/ON SAHLL BE REQUIRED TO COMPLY WITH THE RECOMMENOA TIONS OUTLINED IN THE SUBMITTED GEO TECHNICAL ENGINEERING STUDY PREPARED BY EARTH SOLUTIONS, NW (DA TEO FEBRUARY 5, 2014) 2. PROJECT CONSTRUCTION SHALL BE REQUIRED TO COMPLY WITH THE RECOMMENOA TIONS OUTLINED IN THE SUBMITTED TRAFFIC IMPACT ANAL YS/S PREPARED BY TRAFFEX. DA TEO DECEMBER 27, 2013 . J. AN EASEMENT FOR TREE PROTECTION SHALL BE RECORDED ALONG THE EAST PROPERTY LINE TO PROTECT THE TREES AVAILABLE FOR RETENTION (AS DETERMINED BY THE CITY ARBOR/ST) IN PERPETUITY. THE EASEMENT SHOULD BE OF SUFFICIENT WIDTH TO ADEQUATELY PROTECT THE TREES IDENTIFIED FOR PROTECTION; NOH£1-f'R THE EASEMENT WIDTH SHALL BE PERMITTED TO VARY ANO SHALL BE BASED ON THE WIDTH OF THE STANO OF TREES RETAINED. THE EASEMENT SHAI.L BE SUBMITTED FOR REVIEW ANO APPROVAL BY THE CURRENT PLANNING PRO,JECT MANAGER AND SHALL BE RECORDED ON THE: FACE OF THE FINAL PLAT. 4. DUE TO THE EXISTING LEVEL OF SERVICE (LOS) DESIGNATION OF 'F' AT THE 156TH AVE SE/SE 142ND PL AND THE PROPOSALTO ADD ADDITIONAL TRIPS TO THE EXISTING SITUATION, THE PROPOSED PROJECT SHALL BE RESPONSIBLE FOR PA YING THEIR FAIR SHARE OF THE COST OF A NEW SIGNAL TO BE INSTALLED AT THE 156TH A ff' SE/SE 142ND PL INTERSECT/ON. A FEE IN THE AMOUNT OF $J,4J5 (9 NEW PM PEAK HOUR TRIPS/1,JIO TOTAL PM PEAK HOUR TRIPS = 0.00687 x $500,000 = $3,435) SHALL BE PAID PRIOR TO THE RECORDING OF THE FINAL PLA T. MAJ 02.13.15 MAJ MAJ 05.19.15 MAJ MAJ 07.13.15 MAJ MAJ 07.23.15 MAJ BY DATE APPR SURVEYEO: SJS DESIGNED: YI.P DRA.WN: YlP CIIECKED: MAJ APPROVED: MAJ SCALE: /JS NOTED ONE INCH AT FULL SCALE: If NOT ONE INCf-1 SCALE ACCORDINGLY PROJECT CONTACTS: APPLICANT / OWNER ................ PNW HOLDINGS, LLC .................................................. 9675 SE 36TH STREET. SUITE 105 .................................................. MERCER ISLAND, WASHINGTON 98040 .................................................. (206) 588-1147 .................................................. CONTACT.· JUSTIN LAGERS .................................................. JUSTIN(!}f'NWHOLOINGS. COM CIVIL ENGINEER .......................... D.R. STRONG CONSULTING ENGINEERS, INC. .................................................. 620 7TH A 1-f'NUE . ................................................. KIRKLAND, WASHINGTON 980JJ .................................................. ( 425) 827-J06J .................................................. CONTACT: MAHER A. JOUOI, P.£. .................................................. MAHER.JOUOIODRSTRONG.COM SURVEYOR ................................. D.R. STRONG CONSULTING ENGINEERS, INC . .. ..... : .......................... ; ............... 620 7TH A VENUE .................................................. KIRKLAND, WASHINGTON 980JJ .................................................. (425) 827-3063 .................................................. CONTACT: STEPHEN J. SCHREI, P.L.S , ................................................. STEVE.SCHREl«JRSTRONG.COM SHEET INDEX: Cl 1 OF 29 C2 20F29 CJ JOF29 C4 40F29 C5 50F29 C6 60F29 Cl 7 OF 29 CB 8 OF 29 C9 90F29 C10 10 OF 29 C/1 11 OF 29 C/2 12 OF 29 C/J IJ OF 29 C/4 14 OF 29 C/5 15 OF 29 C/6 16 OF 29 C/7 17 OF 29 C/8 18 OF 29 C/9 19 OF 29 SSI 20 OF 29 SS2 21 OF 29 SSJ 22 OF 29 SS4 2J OF 29 SS5 24 OF 29 SS6 25 OF 29 SS7 26 OF 29 C27 27 OF 29 C28 28 OF 29 C29 29 OF 29 COVER SHEET EXISTING TOPOGRAPHY HORIZONTAL AND VERTICAL CONTROL PLAN TREE RETENTION PLAN TREE RETENTION TABLE CLEARING ANO TESC PLAN TESC NOTES ANO DETAILS GRADING PLAN ADA RAMP DETAILS ROAD AND STREET SIGN DETAILS ROAD SECTIONS ANO GRADING DETAILS ROAD AND STORM DRAINAGE PLAN UTILITY CROSSINGS ANO STORM STUB TABLES ROAD AND STORM DRAINAGE PROFILE ROAD ANO STORM DRAINAGE PROFILE ROAD ANO STORM DRAINAGE PROFILE DETENTION PONO DETAILS . STORM DRAINAGE DETAILS STORM DRAINAGE DETAILS SEl\f'R EXTENSION PLAN SEf!f'R STUB TABLE AND DETAILS SEWER EXTENSION PROFILE SEf!f'R EXTENSION PROFILE SEf!f'R EXTENSION PROFILE SEfl,f'R EXTENSION PROFILE SEfl,f'R NOTES AND DETAILS CHANNELIZATION AND SIGNAGE PLAN CHANNELIZATION ANO S/GNAGE DETAIL SHEET COMPOSITE UTILITY PLAN LI 10F5 L2 2 OF 5 LJ JOF5 L4 4 OF 5 L5 5 OF 5 LANDSCAPE PLAN LANDSCAPE PLAN LANDSCAPE PLAN LANDSCAPE PLAN LANDSCAPE PLAN R-38380 I Ill IOFJ IL2 20FJ ILJ JOFJ St 1 OF 1 l J I ' ILLUMINA T/ON PLAN /LLUMINA TION Dl;TAILS /LLUMINA IION'iJETA/lS -·------_ STRUCTURAL NOTES ' I I I I PARCEL A . " PARCEL 8 CITY OF RENTON i I .. -' ' \ . LOT LINE ADJUSTMENT LUA14-000250, RECORDED UNDER RECORDING NUMBER 20140606900004, RECORDS OF KING COUNTY. WA. PARCEL 8 LOT 8 KING COUNTY TESTAMENTARY DIVISION NO. L08MOOJ4, REC. NO. 20080812900004 . !1 I :--, r--------·-----l PARCEL KEY MAP I - - - LEGAL DESCRtPnON: SCALE: 1 INCH = 150 FT. PARCEL A: PARCEL 8 CITY OF RENTON LOT LINE ADJUSTMENT LUA/4-000250, RECORDED UNDER RECORDING NUMBER 20140606900004, RECORDS OF KING COUNTY. WA. PARCEL 8: LOT 8 OF KING COUNTY TESTAMENTARY DIVISION NO.: L08MOOJ4, RECORDED AUGUST 12, 2008 UNDER RECORDING NO. 20080812900004, KING COUNTY, WASHINGTON. BEING NORTHl!f'ST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY WASHINGTON: LESS NORTH 100 FEET OF THE f!f'ST 440 FEET. V(fUJCAL: NAVO 1988 HOR!ZONrAL: NAO 19BJ/1991 CITY OF RENTON Planning/Building/Public Works Dept. 0 MAPLE:WOOO PARK SE 136TH PROJECT SITE SE 144TH ST SE 149TH ST 6 VICINITY MAP 1"=1500' . PROJECT INFORMATION: TOTAL EXISTING SITE AREA: TOTAL PROJECT AREA: IMPERVIOUS AREA, PROPOSED/EXISTING: SI TE ADDRESS: TAX PARCEL NUMBER: PROPOSED NUMBER OF LOTS: EXISTING/PROPOSED ZONING: DENSITY PROPOSED/PERMITTED: TRACT "A": LANO IN CRITICAL AREAS: LAND IN CRITICAL AREAS BUFFERS: LAND IN PUBLICLY DEDICATED STREETS: LANO IN PRIVATE ACCESS EASEMENTS: SEf!f'R DISTRICT: WATER DISTRICT: SCHOOL DISTRICT: VERnCAL DA TUM: J8J, 126 S.F. (8.795 ACRES) 390,841 S.F. (8.972 ACRES) 209,409 SF/ 5,167 SF 14038 156 TH A 1-f'NUE SE RENTON, WASHINGTON 142305-9023, & -9122 31 R4 4.45/4.49 OU/ACRE STORM DRAINAGE TRACT 32,174 S.F. (0.739 ACRES) 0 S.F. 0 S.F. 79,909 S.F. (1.834 ACRES) 0 S.F. CITY OF RENTON WATER DISTRICT 90 RENTON #403 NA VD 88 PER CITY OF RENTON 1-f'RTICAL CONTROL BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 2127, CONCRETE MONUMENT WITH PUNCHED 1-1/2" BRASS DISK, DOWN 0.7' IN MONUMENT. CASE AT THE INTERSECTION OF SE 142ND STREET AND 148TH PLACE SE. ELEVATION = 363.697 FEET. (PUBLISHED ELEVATION = 110.855 METERS) 2. CITY OF RENTON CONTROL POINT NO. 2103: PUNCHED BRASS PLUG SET IN CONCRETE FLUSH WITH ROAD SURFACE AT THE INTERSECTION OF SE. 128TH STREET AND 156TH A 1-f'NUE SE. AKA THE NORTH QUARTER CORNER OF SECTION 14-23-5, ELEVATION = 547.94 FEET. J. CITY OF RENTON CONTROL POINT NO. 1909: CONCRETE MONUMENT WITH TACK IN LEAD PLUG AT THE INTERSECTION OF SE. 1J9T/f ST. ANO 156TH A 1-f'NUE SE., ELEVATION = J72.J4. FEET. HORIZONTAL DATUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. BASIS. OF BEARINGS: N88'J7'40"W ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 14-23-5 PER KING COUNTY SURVEY CONTROL POINTS J76J AND 3764. SEE SHEET CJ FOR TIES TO CITY OF RENTON CONTROL. STREET PARKING NOTE "NO PARKING" SIGNS ARE TO BE PLACED ALONG SOUTH/EAST SIDE OF ROAD "A• AND SOUTH SIDE OF ROAD "8~ TYPICAL BUILDING SETBACKS UNLESS OTHERWISE NOTED, BUILDING SETBACKS ARE AS FOLLOWS: FRONT YARD SETBACK: SIDE: YARD SETBACK: STREET SIDE YARD SETBACK: REAR SETBACK: JO FEET 5 FEET 20 FEET 25 FEET· NOTE FOR CERT/FICA TION OF SURVEY INFORMATION THE TOPOGRAPHY ANO BOUNDARY SHOWN HEREON IS BASED UPON A FIELD SURl-f'Y BY D.R. STRONG CONSULTING ENGINEERS. NORTH GRAPHIC SCALE 30 60 120 1 INCH = 60 FT . DATE: THE ENCLAVE AT BRIDLE RIDGE 10.03.14 RECEIVED K, PAGE: COVER SHEET DRAWING NO: APR 1 3 201G C1 U14005368 c.!!~.:?.~. ~~~T?N t:,~,,~"'-1 ~°"'""2-9-1 DRS PROJECT NO. 13117 A-NNNNAA w ::,, <( z f-u w -, 0 Cl:: Q_ ....- .._j- N 0 0 0 I ~ ....- <( :) _J w c.., 0 -et::: w _J 0 -et::: rn I- <( w > <( _J u z w w I I- I I \ CaU 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) / " / I -J I I ' \ \ ' ' \ ' \ \ \, lJ.J Cf) ~ ', \~ \ I \ \ \ ' ' ;:J:: i--:: ~ " \ \ \ ( ' I I 1 J '' I I \ I ! l ', / ' . . ! _,_,_ ,., ... 1 l I I i ' 'I I' , , '""-• ,· i J '.1 '! ,, .', ; j 'I ' Ii J i I ' I ' I ' \ \ \ ! ' \ ' \ ' .l ' j ! : JI I J I I I < ·' ' ' ' /. \ l ,. I '.,..,..5026 '!5ii i ·' (:·y,of7-· \>':;c.,,.;"' .-,. ~-:. SE 1/__4 SECTION 14, TOWNSHIP 23 N, RANGE 5 £, W.M . THE ENCLAVE AT BRIDLE RIDGE \, \ \ \ • \ '· ,.. /,,-····~,_ \, 6072[ , J . ·>"·""·r' '•. • \ \ •,. ' \ \ \ \ \ \ \ ' ' \ 5]~8 \ \ \ \ '• ·' \ -'-,-----_SE 7TH PL ,.. ' \ -'- \ ',~.1•, /y ·t;,~:{54 --\-.~~[;;> •, '11'<.!j:5434 I • 1 \ ·._ ·1· _., .... ' \ D.R. STRONG \ CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 0 425.821.3063 F 425.821.2423 \ \ 5236 '-' ' f I 5237.r ,,:,,Y,, ,· •. '\ -. I • I 1 2 3 4 NO. I ' --,-' I ' \ ' ·, I \ ' I ~"-'-i'r'-'-'-'·.....:.., •'----'·-'-.:·:-"',o_,1~._J_~:1;,..a-l.l.:..;.:.:.:1'2:::;:::~~'i...· I •• 1.'' --~ ·c·.·,,:-~:,.· \ I \ CITY COMMENTS 11. 13. 14 MAJ CITY COMMENTS MAJ CflY COMMENTS MAJ MYLARS MAJ REVISION BY 02.13.15 05.19.15 07,13.15 07.23.15 DATE \ \ MAJ MAJ MAJ MAJ APPR SURVEYED: SJS DESIGNED: YlP DRAWN; YlP CHECKED: MAJ APPROVED: MAJ . ·. '· / SCALE: Af3 NOTED l_ ONE INCH I-AT FVLL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1963/1991 5428 6224 /< ' ' ' \ \ \ ' \ \ \ TREE RETENTION CALCULATIONS TOTAL TREES ON SIT£: JOJ DEAD, DISEASED OR DAN(;EROUS TREES: 57 TREES IN RIGHT-OF-WAY: 46 TREES IN PR/VAT£ ACCESS EASEMENTS/TRACTS: 0 TREES IN CRITICAL AREAS AND BUFFERS: 0 NET TREES: 200 TREES TO BE RETAINED, REQUIRED: (200 X O.J) = 60 J5 TREES TO BE RETAINED, PROPOSED: REQUIRED REPLACEMENT INCHES: JOO REPLACEMENT TREES WILL CONSIST OF MINIMUM 2" CALIPER TREES. SEE LANDSCAPE PLANS. ~ © ) . LEGEND TREES TO BE REMOvfD TREES TO BE SA vf"D DEAD, DISEASED OR DANGEROUS TREES (PER ARBOR/ST REPORT) TO BE REMOvfD 187 . --~~:.:~~:,~:,~l~~-~: .. -~':.~.:::~:~*'iff .~."'-:;::':~-hi.;·:-,~ .. "~<:.::· ~ \' ;·, .. .:,: ,>-;:;I Reoorrw"'ena · -1 f · · -" . ac or ;il,,pprovol ~Y;?tf %. ~.]/;? 3/L5._ NOR.TH R~383804 · GRAPHIC SCALE 20 40 80 1 INCH= 40 FT. 0 DATE: CITY OF RENTON THE ENCLAVE AT. BRIDLE RIDGE RECEIVEC 10.03.14 FlELDBOOK: PAGE: TREE RETENTION PLAN APfl l 3 2016 0 WING NO: C4 CITY OF RENTC"';'l/ .. m"",--o~,.-2-9~ Planning/Building/Public Works Dept. U14005368 DRS PROJECT NO. 13117 A-NNNNAA Cl TY O REN TON '----------l -t------f;-~~~~~;.:.:.....---.......J. KING COUNTY SE J 42ND STREET ~ ~ ~ s "C PROJECT SITE PROPOSED ENCLAVE AT BRIDLE RIDGE FINAL PLAT t----------------1 i:s --------..-------'-----! 'i- lf) - I~ I~ I~ 1 sc:i:: i:s (0 Lr) - SE 4TH PLACE SE 139TH PLACE SE 5TH STREET ~ ~ ~ :::;: "C ~~~=======';=======:;~'===========~ ;:t SE 7TH STREET c; (0 - SE 8TH STREET SE Cl TY OF REN TON -~-~-n-~~~~~~;:.-,.;.--..~-.-e-oi---4----,---...--....-....l.---~-KING C UNTY SE 143RD STREET SE 144 TH STREET . ~ ~ ---~~-----t----1~f--~-i'----J.--'--~-; "C "C ct: 6:1 I-----1-----, i:s i:s I-------~ ~--~~ ~---~ -- CITY OF RENTON KING COUN y 8TH STREET~" ' 1 ' ~ (0 - NOTTO SCALE /~ '- D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 -7th AVENUE KIRKLAND, WA 98033 0 425.827.3063 F 425.827 2423 NEIGHBORHOOD DETAIL MAP THE ENCLAVE AT BRIDLE RIDGE FINAL PLAT A PORTION OF THE SW. 1/4, SE. 1/4, SECTION 14, TWP. 23N., RGE 5E., W.M., CITY OF RENTON, KING COUNTY, WASHINGTON 14038 156TH AVENUE SE. 98059 PARCEL NO'S. 1423059023 & 1423059122 D.R.S. PROJECT NO. 13117 RECEIVED APfl 1 3 2016 CITY OF RENTON PLANNING DIVJSJON ,. I· J ' ', MONUMrNf 51uN. l?r51uN fO !?f l?ffeRMINrt? ---------------o~ r I g, \ ' U. 0 \ \ I-I ,i 0 " \ \ ---·OP--r-T"I.JI I I t-· \ g, \ . I . -------. I -----------. I I I / / . I I ~/ u. I I I I ' I 0 __ .. ~r--, I . -=l __ J __ ( SfRf ff fRf f Pl AN 5CAL-E: !_______ __L_ BLA PARCEL (N OT PART OF PROJECT) 30,129 S.F. ---.. ,: ,,. ,~ ---',. ' \ . ' . ---------·--1 1----------1 1-------'<-::--1 I I I I '• 1 I I I I I 20 I I 21 I I 22 I 9~264,~_Fc-----i· r--J,1f;G5Q_S~---: : 8,050 SF. : l ! -1~-' ·1· T • ------, , I I ', I ------------I __ ---------------------'-cc:: -- ,,.---------,-=-------,1 -'cl 8,~--- -- ' 1-·------·•·. I I , • I- t -. I I ·--23 I / 8 ,05 0 --~! : ' I '~ I I '' I -.. ------·---·~ ---··\ \ I r----------i1 I -I I I 16 /---'i3~' I 8.625,SF. I rl I ,,-· I I ' ---J __ I I '. / I I ' / i-L. --_'-:.:; ----_ __j '1 ; I I ---~ \ 1----\----~ ----'-....,.... -·, I I I ,' J I I ; / I 10' 51uHf-OB5CURRINu Vl5LW.. lANl?5CAPr B/\Ji'.RlfR AROUNI? PONr \, ' \, ' ' \ ' ' ' \ '~}----~ \ ' ··-·---\ ;--.=_---------l ; \ ' . I I"\\ \6 I ,, I \ \ ' I , ! \ \ 8 . 05Q s F I . . ' . . . ' ' . . . . 11 '·-----41:2 1-.I I I ~"F \ J ', ··-.--------- '\\ ' \ I \ I I I ........... I ,/ II / SPECIFIED TREE STAKE(S)--....,_ I'-----CHAIN LOK TIES INSTALL "TREE BOOT" OR "ARBORGARD" IN LAWN AREAS. PLANT TREE 1 "-2" HIGHER , THAN IN NURSERY WATERING 'BASIN----._ ROOT DEFLECTOR FOR TR-EE'ss== ADJACENT TO SIDEWALKS SPECIFIED PLANTING SOIL UNDISTURBED GROUND 12" MIN. FOR WOOD STAKES & 18" FOR REBAR 2x ROOTBALL WIDTH D ,---REMOVE BINDING TWINE & TOP 1/3 O_F BURLAP. z" SETTLED DEPTH WITH SPECIFIED MULCH FERTILIZER TABLETS (4-21 GRAM-20-10-5) ~==')j_~-W~TND5FLi:fJ8fcJ?f lflfi~~ ~lf'1J1~~1N 5 OF PAVEMENT AND UTILITIES SCARIFY PLANTING PIT SIDES AND BOTTOM !i--rt--6" DEEP, FIRM. NATIVE SOIL MOUND IN HEAVY SOILS, AUGER 8"x6' DEEP HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING . NOTE: DO NOT PIERCE TREE ROOTBALL WITH TREE STAKES DECIDUOUS TREE PLANTING & STAKING DETAIL. NOT TO SCALE \ 1------l?RIPUNf Of RffAINfl? -rRl;f, fYPICAl.. J "D FINISH GRADE 1---- I 0 w I w ·w ~ 1---- N ' \I 18" MIN. _.,------PRUNE DISEASED AND BROKEN BRANCHES -."~_.,------CHAIN LOK TIES _ ,,----SPECIFIED TREE STAKE(S) ,----REMOVE BINDING MATERIAL AND TOP 1 /3 OF BURLAP · ,-----WATERING BASIN ~-SCARIFY PIT SIDES AND BOTTOM ~--i----FIRM NATIVE SOIL MOUND 2x ROOTBALL WIDTH CONIFERUOUS TREE PLANTING & STAKING DETAIL NOT TO SCALE \ PLANT 1" HIGHER . THAN 't-"'5'=,....,; IN NURSERY ' _...,,,;;;~REMOVE TOP 1/3 OF BURLAP 2" SETILED DEPTH OF SPECIFIED MULCH FINISH GRADE~. \ \ \ \ SHRUB ·,w_;t--FERTILIZER TABLETS/SPECS SPECIFIED AMENDED BACKFILL ;<t-t--COMPACT ANO WATER THOROUGHLY 1-'-""--t---FIRM NATIVE SOIL MOUND NOISlhlO 0NINNV"ld 2x ROOTBALL WIDTH NO!N:I~ :JO A!I:'.> 9lOZ g 1 cld\-/ -03J\l3:)3cl PLANTING DETAIL NOT TO SCALE R-383830 NOl<11-I ffi ~ . ·80 . ,ao 0 ' ~ . . 5CAL-E: 111 i<" 40' -011 5HE:E:f SIZE: 22t?4 (f) z 0 \\ \ \3 G ~ \\ \ ~ JOB NUMBER: DRAWING NAME: DESIGNER: DRAFTING BY: DATE: SCALE: JURISDICTION: i I JMV JMV 02-24-14 AS SHOWN RENTON I I I I I I I I I I I i j I ' ! i i I I I \ I \ ' ' \ ' ' \ ' . \ ' ' 1, H 'I II 11 ! ' ' 'J II " ,1 --+f---J. I I I I I I I I Op°' I I ... i 1 ·1JA I Ii_ " \_ X\ \\ \ \ \ 1; ! \ \\ I I \ ' \ ' \ I \ \ \ ' \ \ \ \\ '\ \ I ' I ' ' ' \ ' \ \ I I I I I I ···;,··r --. 20 : : __ 21 'I I 9264 c F ...... --I·· ··r·--0a'f/.. 1 , '-.• 0 · _:. ----1 1 o, 05-0_ s·. F. 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F. 1 1 :,, I I I I I I I I I ·-·-J .. -I '1 I I I / I I / I . / I I \ ' \ · .. / I ·1". I I L I .... ·-. ,, ----------·-··---,-------------.. I ; I ------__ :'" :,.,' -----· -_J : I .... ( ..... \ ,' / ----~'"',----~~n+-·---------------- 1 '---1-/~--- ---~---J"------\ ~------~-.--'"------~-~-~-=-------~~-ct±'fnt8"i-----~~----=-~~~-----_ .. ""-=-~ .. ------.. -_-_-__ -_...,-....1 _ _,_ .,. "' ., J ' I ----T'R.AC j"·--,'A~,~--~----~-~~-~- 1 TORM DRAlNf\GE· ---------.... / .. , .. ; ' I / I I ' I I ; I / ------3.2,1 ZA ..s.'£. __ --__ "-/ ~------.. -· I I I l I I ' I ' -----~1···::..L.... ______ /~'--' , I , I I ,~-----------,------~,;....-.-1,/j' -----~--·------L. ·------:------ " J • ' ------"-~ -~----~ ------------ ' .>,·J ["JI JC' C-r) J 5 J...J c C)L. ,.:_)[_ CA C'C/'AC~iy;_ L ....JL.,V/L/V ...._ 15 •, I \ ' I I 'J I' ' ' I ',, J , ' I ' .. , . i •. ' ' • ' ' • ' ' I \ ' ' • . . -1~-IO' Wll?11-f[AND5C,A)1:'BUff(R.::< 1 I -ro Dr IN5fAl.-Lri? Af 11Mt: Of ' I HOME: CON5fRUC110N I i \ __ . 14 i ', '9,266 S. F. 1 ' • I I ·,. I I .. I 'f, I / I ', I \ ', I •' I ' ,I I ' • ·J, I \ l '"" ... I , I -......... ( I ', I L. --\ ·------------·-· ~ -------·..i ' \ ' ' ' \ ' \ .. \ ' \ r --\ · ..... ··--· ·-------·---1 / ) I i 1/ , I I / ,'j1··;: / I ( ' . I I I ,' \ / I / / \ I I I / \ I I ,' ,' I I I ,' 13 : \ I I ,' ! \ / I ,' \ \ / I ,' ·; 1 1 7 0 S.'F. \ e0s, ?irf ,1Q~1c SL) \., /~ --t'.< lf-~12.S:~:-~'.~1~ ~ __ ... __ \, I ••• -"'""• -·-----. >.-.... --. I I ·--...... ·-.... ... \ I -------- >.../.CC-,· .• '~~J~ ' . .. ·-... ·~:---------r ·--r · ' ' 1· R~®m~n~d f61't-k'iRP"*QI "' lfl-~p;,,,)~"!/~ ' fJt~--J~iJl~~'.{~Y·~~'~!J~,P'i'.ft?'.f· 1~-~tI~~~\;~~i· I \ I I J-----:· I I I I I \ ' \ ' \ ' \ \ \ ...... ( 0 '"" -·t-- ----~ \ \ \ -. .... -·-"--. ?{rii] 10' Wlt71H l.-ANt75CAPr Bl.ffrR. -ro Br IN5fAl,l.-rt7 Ar 11Mr Of HOMr CON5-rRUC110N ' ' ' ' '· \ \ ' \ ' • L----- L----·- I I I I , I ' \ \\.I h L \"r" -,_. ' \ I r--y~---- I , I I \ \..._ \ \I \-..... \ \ \ \ \ \ (f) z 0 (f) GJ n::: u ~ ~ .. \[\ \3 :z -~ ~ C) I s z ~ TEC'f ill'.'.'. \\ \ \ D:z \2)/ :s ~ 5:1__ ~ ....µ~ \\Su \\ \ ~ ~~ \ .........J. u 2 \\ \ \\ \ ~ JOB NUMBER: DRAWING NAME: DESIGNER: DRAFTING BY: ~ ii i Ii I I 1 I 1 JMV JMV I I I I I I I I 'II I ; r I l I I I I I I l I I I DATE: 02-24-14 SCALE: AS SHOWN JURISDICTION: RENTON l-2 5Hr:r:f 2 of 0 • ' \ -' ' ' --Al-- 10 ' ' ' ' ' ', --M- \ ' ' ' ' ' \ ii I i -1 .. ,.. ~ I I I I I I I I I I I I I ?:;: I I J I I I I I I I I J a ~ + • I j I' I: I I I -- -------~--------- BLA PARCEL -(NOT PAf?T OF PROJECT) 30 729 S.F. ' .10' WIDfH LAN175C/\Pr BLffrR. fO Br IN5fAl-Lrt7 Af 11Ml' Of HOMr CON5fRUC110N -' ~ -" ---""'"'+'"""=========JP' =========µ, e<,;., ----,, ' __________ { -10' PR/VA TE SD EA SE}vf E IV T i - \ \ \ I \ ' \ ' \ ' ' \ \ I ' ' ' ' \ ' ' \ \ I ' \ \ ' ' \ ' ' -·-·-..,_ ··----·· --·~ -,. ' ', \ ' MAfCH~IN8 1 ··-·---..... _ ''",,._,, --·1 \ ·1 I I ', I , I, I I I I I I -, , , I I I I \ f\----- \ ' ' ' ' ' 8,''1[(0 ' ' ' ' ' ' ______ -, _____ _ ' ' ' ' \ ' ' \J / ___ ----.-:.~.~~> ..... ~ -----~ -., ----·· --.. ·-·-·· -·-· . .J\-.. ' \ ' ' \ ' \ ' ' ------···-->,--, ---·-. ' \ -588 5H88f ~-2 \ J ' \ \ ' \ \ \ ' \ ' \ ' ' ' ' ' ' ' ' ' ' ' \ \ ' I ' I I I I \ I \ I I \ \ \ : . . ·1 ---~----~ ----l-----~ ---. · \--··-E I 1 \ -\ I -- 1 I \ \ l I \, \ \{ I \ \ I'~ I ', ( 1,-.1 I \;'.LU1'<'~ \ ~ I \ 25 I (y-1 1 I c~t 9, 5355 · S. F. : I I I I ' ' I I I I '' I '' I ' \ I NOR1};1 R-38383 \\ \ ~ JOB NUMBER: DRAWING NAME: DESIGNER: JMV DRAFflNG BY: JMV DATE: 02-24-14 SCALE: AS SHOWN JURISDICTION: RENTON l-5 5Hfrf 5 of S- .. , .•• ; is"' ' i !i I I I I I I I I I I I ; i I i i I I I I I ---,--·--'""'-' 8,986 ' ' ' ' ' ----' ' I I ' ' ' ' 'f I I ' ' ' --...____ \ ,, I ' -' -o-----.. -------·-- ' ' \ ' ' ' ' f' ' \ v, 72,566 ' ' ' ' ' ' ' ' ' ' ' ~-----~-----------, \ \ I \ \ , I \ \ ' I \ ' I \ \, 6 : \ I , I ' ' ' ' ' ' ' ' \ ' \ \ ' \ \ \ \ \ I I \ 1 8, 050 S. F. 1 \ \ ', I --';-- / I "" \ '\\1 '·, .. ___ 1-'1-21 / \ \ .. ·z+ 1· ·:-',/. \: : ~'6."F \ ! "' "-.."'\ 1----------·------------~ •. ----..J \'-.._ _______________ ~· 8 .. I \ I \ \ I i '. I ,_ ~ I ' \ ' , ' I 'r ' I ' ~---------------~ , 0 ~ "C ' ~,1-------"....--------____;;\.....,,._..::.._v J ' r· --"""""'"" "'"' ·~ -.---------· ---·---·-----·-·----1 I -• • • I I I I 9 ·. ' ' ' ' ' , , I ' I', ' ' ' ' ' \ ' PlANf 5CHf t7Ulf BOfANIC/t NAME: COMMON NAME: OUANflfY 51Zr RE:MARK5 fRff5 \--J!==:~-----/'v;er plat. x. -!:run. 'Norwecilan 5un5et'*-Red Maple II 211 cal full and Matchinci !IF---+---"!,---.-Cercidiph4lumjaponicum* Katsura 14 2 11 cal full and Matchinci -P4rus caller4ana 'Chanticleer'* flOvVerlnci Pear 29 2 11 cal full and Match1nci i-----1-7'f---~~L-------'t---if"---P5eudotsucia menzlesli* t7oucila5 fir 55 2 11 caliper full and Matchlnci ~~ --Wf----L==~--fnuja plicata* Western Red Cedar 60 2 11 caliper full and Matchinci @ @----- ®-- Q--- @~-- @1---------- ®-@--~ @- {§Ji--- @--- ®-- 100 replacement trees provided x. 2 11 cal/ tree "" 500 total Inches provided SHRUBS and liROUNt? COVfR E:uon4mu5 5p, ' Ciol d 5pot' * E:uon4mu5 9 CareK testacea* Orancie 5edcie 60 Pennisetum alop. 'little Bunn4'* t7warf ft Cirass 14 Vaccinlum ovatum*-E:vercireen Huckleberr4 50 lavandula sp.* lavender 48 E:uon4mus f ortunei 'l::merald n uold' * l::uon4mus 44 Viburnum davidii* t7avid Viburnum 14 Cisrus h4br1dus* Rockrose 08 Mahonla aqulfolium* Orecion Cirape 20 M4rlca callfornica* Pacific WaK M4rtle 22 Azalea sp, 'Hino Crim5on 1* E:vercireen Azalea 21 Hel ictotrichon sempervirens* Blue Oat Cirass 80 Miscanthus 5lnen5i5* Maiden Cira5s 147 fnuja occidentalis '5marcid'* E:merald Cireen Arborvitae so '55% l::rica sp, 1 Mediterranean White' Heather 55% E:rica 5p, 'Mediterranean Pink' Heather 55 % Arctostaph4llos uva-ursi* Kinnikinnik Plant in ciroupincis of IS or more LAWN * Considered drouciht tolerant in Pacific Northwest once established lAND5CAPE: NOil:5 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDmONS PRIOR TO STARTING LANDSCAPE WORK. min, 24 11 ht I cial I cial 2 cial 2 cial 2 cial 2 cial 2 cial 2 cial 2 cial 2 cial 2 cial 0 cial 6'-1' ht 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE OWNER Of ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1-800-424-5555 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTmES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON-CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS SPECIFIED BELOW IN THESE NOTES. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES Of PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. 6. SUBGRAOE IS TO BE WITHIN 1 /1 O" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" DIAMETER. Pull and Matchlnci full and Matchlnci full and Matchlnci full and Matchinci full and Matchinci full and Matchinci full and Matchinci full and Matchlnci full and Matchinci full and Matchinci full and Matchinci full and Matchinci Pull and Match1nci full and Matchinci full / Compact/ Plant 24 11 on center full/ Compact/ Plant 24 11 on center full/ Compact/ Plant 24 11 on center 7. NEW BED /}.REAS, AS SHOWN ON THE PLANS, SHALL RECEIVE A MINIMUM Of 2" DEPTH ORGANIC MATERIAL CULTIVATED INTO • · . THE TOP 6 OF SOIL . SOIL SHALL HAVE AN ORGANIC CONTENT Of FIVE PERCENT OR MORE TO .A DEPTH OF SIX INCHES AS SHOWN IN A SOIL SAMPLE ANALYSIS. THE SOIL ANALYSIS SHALL INCLUDE: A. DETERMINATION Of SOIL TEXTURE, INDICATING PERCENTAGE Of ORGANIC MATTER, B. AN APPROXIMATION OF SOIL INFILTRATION RATE, AND C. MEASURE Ph VALUE. B. ALL BEDS TO RECEIVE A MINIMUM OF 2" FINE FIR BARK OR SIMILAR ,APPROVED MULCH. 9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS. 10. ALL PLANT MATERIAL SHALL CONFORM TO ANLA STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE. A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, lYPICAL Of THEIR SPECIES Of VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL PROPORTIONED, ANO HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALllY OF THE PROJECT. 8. TREES, SHRUBS, AND GROUND COVER: QUANTITIES. SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. 12. WHERE CONFLICTS BETWEEN STREET LIGHTS AND STREET TREES OCCUR, LANDSCAPE CONTRACTOR SHALL RELOCATE STREET TREES. R-383833 0 20 40 80 NORrHE9 5CAlf I 11 "" 20' -0 11 sHrrf 51z1:: 2204 so::-"'<t" L() l[) l() w ~""":"""':'I"""; """: r-:::-..t-LONOC>t""> <l'.'.NN..--..----..-- O(Or--:c--JL!)r--,'. 00000 \\ \ --~ JOB NUMBER: DRAWING NAME: DESIGNER: DRAFTING BY: JMV JMV DAT.E: 02-24-14 SCALE: AS SHOWN JURISDICTION: RENTON l-4 5Hfff 4 of 0 ,--------~------------------------------------------------------------------------------------------------------------------------------------.--,--~--~-~ iii is'. ,->>>>> ,1,J-. co~~~~~ 1120 ' ~ "-:: -·-1 '...,, I l, I I I I . F. / I I " " ... I I I l I 1/ , 1 I I I \ \ \ \ \ \ I I • ''I, I , I I I I 1---· _(_ --111-1----1 I I I I I \ . ' ' ' \\\ \ \. ' ' ' . ' ' ' ' \ ' \, ' • ' ' ' ' ' ' ' ' ' ' ' ' ' ' • I • ' , , I 1, f .. '-v---------- I ' 9 S.F. ' ' ' ' • , , I '-1,,, I ' •. I I I .,_ I ~------·--(.,\ . 12 7'Gj,4 79 S. F. ' ' ' ' ' ' ' I~ I I I I I I I " ' ---\ I I I \ ' . • • ' ' I I ' I I \ ' I I. I I I \ I I I I ~~a._.....,_,,,_,,,_':,:",=-:-::;-------4----~J ,., --~ ---- ' ' ' ' ' ' ' ' -, . . . . . rl:'NCI:', 5f'f' CIIVt Sf'l · rVl:'RCiRrrN 5HRLB, Sf[: lANDSCAPr PlAN FINISH GRADE: VARll:'5, 51:'r CIVIL ~iff ·· 5f ORMWA11:R POND - NOf f O 5C/\l.f . . . . . : PrNCf'' Sri:' CIVIL SE:-r ·.· . . f'VrRGRrXN 5HRLB. Sf'f' LANDSCAPE: PLAN . FINISH CiRADI:: VARll:'5. 51:'I:: CIVIL Sf'f ·.. ' ;·, . · .. _· :':::::·::: /}"/ .. :, ····fYPi2~/or 1 SCHf MAflC SfCflON -NORfH SfORMWAfl::R PONt7 -5CHf MAflC 5fCflON -fA5f NOf fO 5C/\l.f PfNCf', Sri:' CIVIL Sf'f 5fORMWA1fR POND, Sff CIVIL Sff I I 1----PROPl'RfY LIN!:' ~~+---Vi'", I fVfRGRffN fRff, Sff I 1 LANDSCAPr 5r-r f'VrRGRrrN 5HRLB' Sri:' lANt7SCAPr PLAN FINISH GRAD!:' VARlf'S, 5f'f' CIVIL Sf'f 5fORMWA11:R PONt7 -5CHf MAflC 5fCflON -50UfH NOf fO 5C/\l.f c C< .-t---+-+--+--+-+--1-la~e ! ~1 ii 81r R-383834 JOB NUMBER, n~cr.:•~'t,t) DRAWING NAME, ~i;;. i;;.' DESIGNER: JMV i 9 lG\\i DRAFflNG BY, JMV fl,?R '' ATE, 02-24-14 f RifNiOta· "'cA=LE-, ----'AS'--"-SH'-0-'-WN'-I C\'t't •i~NG p\'1 15101 JURISDICTION, RENTON Pl~•' ~.::::::.c::.:.::::.o.:.:. __ ....:.::;::.:.:.:,C'..'..j 0 20 40 80 5C/\l.f I 11 ~ 20' -0 11 5Hf ff 51Zf 2204 I Rl I I I I I I I I I I I I i I i r I I I I I I I • LUA 16 000280 LND 10 0511 LEGAL DESCRIPTION PARCEL A: LOT B OF KING COUNTY TESTAMENTARY DIVISION NO. L08M0034, RECORDED AUGUST 12, 2008 UNDER RECORDING NO. 20080812900004, KING COUNTY, WASHINGTON. BEING NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY WASHINGTON. LESS NORTH 100 FEET OF THE WEST 440 FEET. PARCEL B: PARCEL B OF CITY OF RENTON (NIPERT) LOT LINE ADJUSTMENT NO. LUA14-000250 RECORDED JUNE 04, 2014 UNDER RECORDING NO. 20140604900004, IN THE OFFICIAL RECORDS OF KING COUNTY, WASHINGTON. DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SUBDIVIDED. HEREBY DECLARE THIS PLAT TO 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, IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL EASEMENTS AND TRACTS SHOWN ON THIS PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACE, PEDESTRIAN ACCESS, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE AND CONVEY SUCH STREETS, EASEMENTS. OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST THE CITY OF RENTON, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SUBDIVISION. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO HOLD THE CITY OF RENTON, AND ANY GOVERNMENTAL AUTHORITY, HARMLESS, INCLUDING ANY COSTS OF DEFENSE, IF ANY FROM ANY DAMAGES TO A PERSONS PROPERTY WITHIN OR WITHOUT THIS SUBDIVISION RESULTING FROM ALTERATION OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB-SURFACE WATER FLOW OR ANY FASHION CAUSED BY THE APPROVAL OR CONSTRUCTION OF THIS SUBDIVISION. FURTHER, THE HEREIN BELOW SIGNED OWNERS IN FEE SIMPLE OF THE LAND HEREBY SUBDIVIDED, HEREBY CERTIFY THAT WE HAVE ESTABLISHED THE ENCLAVE AT BRIDLE RIDGE HOMEOWNERS ASSOCIATION (HOA) IN ACCORDANCE WITH WASHINGTON STATE LAW WHICH IDENTIFIES EACH LOT OF THIS PLAT AS A MEMBER OF SAID ENCLAVE AT BRIDLE RIDGE HOMEOWNERS ASSOCIATION. SAID ASSOCIATION IS SUBJECT TO THE DECLARATION OF COVENANTS AND RESTRICTIONS FOR THE PLAT OF THE ENCLAVE AT BRIDLE RIDGE HOMEOWNERS, AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 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 EIGHTEEN (18) MONTHS, THEN EACH LOT IN THIS PLAT SHALL ASSUME AND HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE nfACTS PREVIOUSLY OWNED BY THE HOA AND HAVE THE ATTENDANT FINANCIAL AND MAINTENANCE RESPONSIBILITIES. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF, WE SET OUR HANDS AND SEALS: ALBACORE ACH, LLC, A WASHINGTON LIMITED LIABILITY COMPANY BY: MICHAEL GLADSTEIN ITS: ACKNOWLEDGMENTS STATE OF WASHINGTON ) ) ss COUNTY OF __________ ) U.S. BANK NATIONAL ASSOCIATION D/B/A HOUSING CAPITAL COMPANY BY: ITS: I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT MICHAEL GLADSTEIN SIGNED THIS INSTRUMENT ON OATH STATED HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE ----------------OF ALBACORE ACH, LLC, A WASHINGTON LIMITED LIABILITY COMPANY TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THIS INSTRUMENT. DATED---------------------- SIGNATURE OF NOTARY PUBLIC ---------------- TITLE ---------------------- MY APPOINTMENT EXPIRES -------- STATE OF WASHINGTON ) ) ss COUNTY OF ___________ ) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT --------------------SIGNED THIS INSTRUMENT ON OATH STATED HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE ---------------OF U.S. BANK NATIONAL ASSOCIATION D/B/A HOUSING CAPITAL COMPANY TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THIS INSTRUMENT. DATED---------------------- SIGNATURE OF NOTARY PUBLIC ---------------- TITLE ----------------------- MY APPOINTMENT EXPIRES --------- THE ENCLAVE AT BRIDLE RIDGE A PORTION OF THE SW. 1 / 4 OF THE SE. 1 / 4 SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., CITY OF RENTON, KING COUNTY, WASHINGTON CITY OF RENTON APPROVALS CITY OF RENTON PUBLIC WORKS DEPARTMENT EXAMINED, AND APPROVED THIS ______ DAY OF _________ , 2016. PUBLIC WORKS ADMINISTRATOR CITY OF RENTON MAYOR EXAMINED, AND APPROVED THIS ______ DAY OF ---------• 2016. MAYOR ATTEST: CITY CLERK PRIVATE EASEMENT PROVISIONS THE OWNERS OF THE LAND HEREBY SUBDIVIDED DO HEREBY GRANT AND CONVEY TO THE OWNER(S) OF THE BENEFITED LOTS AS STATED IN THE EASEMENT NOTES OR ANY OTHER PRIVATE EASEMENT SHOWN AND THEIR SUCCESSORS AND ASSIGNS A PERPETUAL EASEMENT FOR THE STATED UTILITIES AND/OR USE SHOWN. THESE EASEMENTS AND CONDITIONS SHALL BE A COVENANT RUNNING WITH THE LAND AND SHALL BE BINDING ON THE,.SUCCESSORS, HEIRS AND ASSIGNS OF THE OWNER(S) OF THE LAND HEREBY BURDENED. THE OWNER(S) OF THE LOTS BENEFITED AND THEIR SUCCESSORS AND ASSIGNS SHALL HAVE THE RIGHT WITHOUT PRIOR INSTITUTION OF ANY SUIT OR PROCEEDINGS OF LAW AT SUCH TIMES AS MAY BE NECESSARY TO ENTER UPON SAID EASEMENT FOR THE PURPOSE OF CONSTRUCTING, MAINTAINING, REPAIRING, ALTERING, OR RECONSTRUCTING SAID UTILITIES AND/OR USER FACILITIES OR MAKING ANY CONNECTIONS THERETO WITHOUT INCURRlf,iG ANY LEGAL OBLIGATION .OR LIABILITY THEREFORE; PROVIDED THAT SUCH SHALL BE ACCOMPLISHED IN \\ MANNER THAT IF EXISTING PRIVATE IMPROVEMENTS ARE DISTURBED OR DESTROYED THEY WILL BE REPAIRED OR REPLACED TO A CONDITION SIMILAR AS THEY WERE IMMEDIATELY BEFORE THE PROPERTY WAS ENTERED UPON BY THE ONE BENEFITED. THE OWNER(S) OF THE BURDENED LOT SHALL RETAIN TH': RIGHT TO USE THE SURFACE OF SAID EASEMENT IF SUCH USE DOES NOT INTERFERE WITH THE INSf.1\LLATION OR USE OF SAID UTILITIES. HOWEVER, THE OWNER(S) OF THE BURDENED LOT SHALL NOT ERECT OR MAINTAIN ANY BUILDINGS OR STRUCTURES WITHIN THE EASEMENT. ALSO THE OWNER(S) OF THE BURDENED LOT SHALL NOT PLANT TREES, SHRUBS OR VEGETATION HAVING DEEP ROOT PATTERNS WHICH MAY CAUSE DAMAGE TO OR INTERFERE WITH SAID UTILITIES AND/OR USES FACILITIES. ALSO THE OWNER(S) OF THE BURDENED LOT SHALL NOT DEVELOP OR BEAUTIFY THE EASEMENT AREAS IN SUCH A WAY AS TO CAUSE EXCESSIVE COST TO THE OWNER(S) OF THE LOT BENEFITED PURSUANT TO ITS RESTORATION DUTIES HEREIN. PRIVATE DRAINAGE ACCESS EASEMENT THE OWNER(S) OF PRIVATE PROPERTY WITHIN THIS PLAT ENCUMBERED WITH DRAINAGE EASEMENTS SHOWN AS "PRIVATE" HEREBY GRANT AND CONVEY TO THE CITY OF RENTON, A MUNICIPAL CORPORATION, THE RIGHT BUT NOT THE OBLIGATION TO CONVEY OR STORE STORM AND SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THE PLAT BY THE CITY OF RENTON, TOGETHER WITH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS) TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF OBSERVING THAT THE OWNER(S) ARE PROPERLY OPERATING AND MAINTAINING THE DRAINAGE FACILITIES CONTAINED THEREl~I. THE OWNER(S) OF SAID PRIVATE PROPERTY ARE RESPONSIBLE FOR OPERATING, MAINTAINING, AND REPAIRING THE DRAINAGE FACILITIES CONTAINED WITHIN SAID DRAINAGE EASEMENT AND ARE HEREBY REQUIRED TO OBTAIN ANY REQUIRED PERMITS FROM THE CITY OF RENTON OR ITS SUCCESSOR AGENCY, PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES PONDS, ETC.) OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES CONTAINED WITHIN SAID DRAINAGE EASEMENT. THIS COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNER(S) OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. THE CITY OF RENTON SHALL HAVE Tr-IE 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)'s COST. RECORDING NO. VOL/PG SHEET 1 OF 5 CITY OF RENTON FINANCE DIRECTOR'S CERTIFICATE I HEREBY CERTIFY THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THE CITY TREASURER FOR COLLECTION ON ANY PROPERTY HEREIN CONTAINED DEDICATED FOR STREETS, ALLEYS, OR OTHER PUBLIC USES, ARE PAID IN FULL. THIS ____ DAY OF ______________ , 2016. FINANCE DIRECTOR KING COUNTY FINANCE DIVISION CERTIFICATE I HEREBY CERTIFY THAT ALL PROPERTY TAXES ARE PAID, THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION ON ANY OF THE PROPERTY HEREIN CONTAINED DEDICATED AS STREETS, ALLEYS, OR FOR ANY OTHER PUBLIC USE, ARE PAID IN FULL. THIS ____ DAY OF _____________ , 2016. MANAGER, FINANCE DIVISION DEPUTY KING COUNTY DEPARTMENT OF ASSESSMENT EXAMINED, AND APPROVED THIS ------DAY OF ---------• 2016. KING COUNTY DEPARTMENT OF ASSESSMENTS KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR PARCEL NO. 1423059122 AND 1423059023 RECORDING CERTIFICATE FILED FOR RECORD AT THE REQUEST OF _________________ , 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 SUPERINTENDENT OF RECORDS SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THIS PLAT OF THE ENCLAVE AT BRIDLE RIDGE IS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., THAT THE COURSES AND !STANCES ARE SHOWN CORRECTLY AND THAT THE LOT CORNERS STAKED CORRECTLY ON THE GROUND OLLOWING THE OMPLETION OF CONSTRUCTION OF THE SITE IMPROVEMENTS AND THAT I HAVE FULLY. OM PLIED WITH HE PROVISIONS OF THE PLATTING REGULATIONS. ____ ill_ ---r ------------ STEPHEN J. SCHREI, PROFESSIONAL LAND SURVEYOR CERTIFICATE NO. 37555 D. R. STRONG CONSUL TING ENGINEERS 620 7TH AVENUE KIRKLAND, WASHINGTON 98033 PHONE: ( 425) 827-3063 JUN 2 9 2016 CITY Gr m:rrffJN Pl.ANNl;,(J; D1Vl5!0i'\l D.R. STRONG CONSUL nNG ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 www.drstrong.com PROJECT NO. 13117 LUA 16 000280 LND 10 0511 EASEMENT NOTES THE EASEMENTS DEPICTED ON THE MAP SHEET OF THIS FINAL PLAT ARE FOR THE LIMITED PURPOSES LISTED BELOW AND ARE HEREBY CONVEYED FOLLOWING THE RECORDING OF THIS FINAL PLAT AS SPECIFIED ACCORDING TO THE RESERVATIONS LISTED BELOW. THE CITY OF RENTON SHALL HAVE THE RIGHT TO ENTER THE PRIVATE DRAINAGE EASEMENTS SHOWN HEREON TO REPAIR ANY DEFICIENCIES OF THE DRAINAGE FACILITIES IN THE EVENT THE OWNER(S) IS/ARE NEGLIGENT IN THE MAINTENANCE OF THE DRAINAGE FACILITIES. THESE REPAIRS SHALL BE AT THE OWNERS COST. 1. AN EASEMENT IS HEREBY RESERVED, GRANTED AND CONVEYED TO THE CITY OF RENTON, PUGET SOUND ENERGY COMPANY, CENTURY LINK, COMCAST, KING COUNTY WATER DISTRICT NO. 90, AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON THE EXTERIOR 10 FEET OF ALL LOTS AND TRACTS, PARALLEL WITH AND ADJOINING THE EXISTING OR PROPOSED PUBLIC RIGHT-OF-WAY, AS SHOWN HEREON IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND DISTRIBUTION SYSTEMS WITH NECESSARY FACILITIES, SIDEWALKS AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH UTILITY SERVICES AND SIDEWALKS, TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSE HEREIN STATED. NO LINES OR WIRES FOR THE TRANSMISSION OF ELECTRIC CURRENT, OR FOR TELEPHONE USE, CABLE TELEVISION, FIRE OR POLICE SIGNAL OR FOR OTHER PURPOSES, SHALL BE PLACED OR BE PERMITTED TO BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT ATTACHED TO A BUILDING. 2. THE PRIVATE STORM DRAINAGE EASEMENT SHOWN ON l_OTS 1, 2 AND 3 IS FOR THE BENEFIT OF LOTS 2, 3 AND 4 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 1, 2, 3 AND 4 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTE~JANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. 3. THE PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOTS 6 AND 7 IS FOR THE BENEFIT OF LOTS 5 AND 6 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 5, 6 AND 7 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES ANO SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. 4. THE 10 FOOT BY 14 FOOT PRIVATE STORM DRAINAGE EASE.ME.NT SHOWN ON LOT 9 IS FOR THE BENEFIT OF LOT 8 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 8 AND 9 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVAfE DRAINAGE FACILIJIES USED IN COMMON WITHIN SAID EASEMENT. 5. THE 10 FOOT PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOTS 11 AND 12 IS FOR THE BENEFIT OF LOTS 10 AND 11 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 10 AND 11 AND 9 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. 6. THE 10 FOOT PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOT 15 IS FOR THE BENEFIT OF LOT 14 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 14 AND 15 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. 7. THE 10 FOOT PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOTS 17 AND 18 IS FOR THE BENEFIT OF LOTS 16, 17 AND 19 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 16, 17, 18 AND 19 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. 8. THE 10 FOOT PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOTS 21 AND 22 IS FOR THE BENEFIT OF LOTS 20, 22 AND 23 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 20, 21, 22 AND 23 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. 9. THE 10 FOOT PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOT 24 IS FOR THE BENEFIT OF LOT 25 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 24 AND 25 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. 10. THE 10 FOOT PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOTS 27 AND 28 IS FOR THE BENEFIT OF LOTS 26 AND 27 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 26, 27 AND 28 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. 11. THE 10 FOOT PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOTS 30 AND 31 IS FOR THE BENEFIT OF LOTS 29 AND 30 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 29, 30 AND 31 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. CONTINUED UPPER RIGHT THE ENCLAVE AT BRIDLE RIDGE A PORTION OF THE SW. 1 / 4 OF THE SE. 1 / 4 SECTION 14, TOWNSHIF> 23 NORT~I. RANGE 5 EAST, W.M., CITY OF RENTON, KING COUNTY, WASHINGTON EASEMENT NOTES CONTINUED FROM LOWER LEFT 12. THE 10 FOOT PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOTS 20, 27, 28, 29, 30 AND 31 IS FOR THE BENEFIT OF LOTS 20, 26, 27, 28, 29, 30 AND 31 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 20, 26, 27, 28, 29, 30 AND 31 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. 13. THE 15 FOOT PUBLIC SANITARY SEWER EASEMENT SHOWN ON LOT 12 IS HEREBY GRANTED AND CONVEYED TO THE CITY OF RENTON, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, FOR PUBLIC SANITARY SEWER FACILITIES. THE CITY OF RENTON IS HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THE PUBLIC SANITARY SEWER FACILITIES WITHIN SAID EASEMENT. 14. THE TEMPORARY TURNAROUND EASEMENT SHOWN ON LOT 12 AND LOT 13 IS HEREBY GRANTED AND CONVEYED TO THE CITY OF RENTON, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, FOR TEMPORARY TURNAROUND FACILITIES. THE C!TY OF RENTON IS HEREBY RESPONSIBLE FOR THE MAINTENANCE OF SAID TEMPORARY TURNAROUND FACILITIES WITHIN SAID EASEMENT. THIS EASEMENT SHALL AUTOMAllCALLY TERMINATE UPON THE EXTENSIONS OF THE PUBLIC RIGHT OF WAY THROUGH THE ADJOINING PROPERTY. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER EXTENDING SAID RIGHT OF WAY TO REMOVE THE IMPROVEMENTS ASSOCIATED WITH THE TEMPORARY TURNAROUND AND RECONSTRUCT THE STANDARD ROADWAY CROSS SECTION THROUGH THESE AREAS. 15. THE 10.00 FOOT PRIVATE LANDSCAPE EASEMENT SHOWN ON LOT 14, 19, 20, 25, 26 AND 31 IS HEREBY GRANTED AND CONVEYED TO THE ENCLAVE AT BRIDLE RIDGE HOMEOWNERS ASSOCIATION FOR LANDSCAPING. SAID HOMEOWNERS ASSOCIATION IS HEREBY RESPONSIBLE FOR THE MAINTENANCE OF SAID LANDSCAPING WITHIN SAID EASEMENT. 15. THE PRIVATE ENTRY MONUMENT EASEMENT SHOW~! ON LOT 19, 20 AND 21 IS HEREBY GRANTED AND CONVEYED TO THE ENCLAVE AT BRIDLE RIDGE HOMEOWNERS ASSOCIATION FOR PRIVATE ENTRY MONUMENT FACILITIES. SAID HOMEOWNERS ASSOCIATION IS HEREBY RESPONSIBLE FOR THE MAINTENANCE OF SAID PRIVATE ENTRY MONUMENT FACILITIES WITHIN SAID EASEMENT. TRACT NOTE A TRACT IS LAND RESERVED FOR SPECIFIED USES, INCLUDING, BUT NOT LIMITED TO RESERVE TRACTS, RECREATION, OPEN SPACE, CRITICAL AREAS, .SURFACE WATER RETENTION, UTILITY FACILITIES AND ACCESS. TRACTS ARE NOT CONSIDERED BUILDll~G SITES FOR THE PURPOSES OF RESIDENTIAL DWELLING. NOTES AND RESTRICTIONS 1. TRACT A IS A PRIVATE STORM DRAINAGE TRACT AND IS HEREBY GRANTED AND CONVEYED TO THE ENCLAVE AT BRIDLE RIDGE HOMEOWNERS ASSOCIATION UPON THE RECORDING OF THIS PLAT. EXCEPT AS OTHERWISE NOTED HEREIN, SAID HOMEOWNERS ASSOCIATION IS HEREBY RESPONSIBLE FOR ALL MAINTENANCE AND MANAGEMENT OBLIGATIONS ASSOCIATED WITH SAID TRACT. SHOULD THE ENCLAVE AT BRIDLE RIDGE HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN SAID TRACT, THE OWNERS OF LOTS 1 THROUGH 31 OF THIS PLAT SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT. IN THE EVENT THAT THE HOA IS DISSOLVED OR OTHERWISE FAILS TO MEET ITS PROPERTY TAX OBLIGATIONS, AS EVIDENCED BY NON PAYMENT OF PROPERLY TAXES FOR A PERIOD OF EIGHTEEN (18) MONTHS, TrlEN EACH LOT IN THIS PLAT SHALL ASSUME AND HAVE AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT E PREVIOUSLY OWNED BY THE HOA AND HA VE THE ATTENDANT FINANCIAL AND MAINTENANCE RESPONSIBILITIES. A DRAINAGE EASEMENT OVER SAID TRACT IS HEREBY GRANTED AND CONVEYED TO THE CITY OF RENTON FOR PUBLIC STORM DRAINAGE FACILITIES, ACCORDING TO THE CITY OF RENTON DRAINAGE EASEMENT COVENANT HEREON. THE CITY OF RENTON IS HEREBY RESPONSIBLE FOR ALL MAINTENANCE RESPONSIBILITIES ASSOCIATED WITH SAID PUBLIC STORM DRAINAGE FACILITIES WITHIN SAID TRACT. 2. STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE OWNED AND MAINTAINED BY THE ENCLAVE AT BRIDLE RIDGE HOMEOWNERS' ASSOCIATION. THOSE TREES ON INDIVIDUAL LOTS, REQUIRED TO BE INSTALLED ACCORDING TO THE APPROVED LANDSCAPING PLANS SHALL BE MAINTAINED BY THE OWNER OF THE LOT ON WHICH THE TREE IS LOCATED. FLOW CONTROL BMP NOTES 1. THE DETENTION FACILITY IS DESIGNED TO ACCOMMODATE IMPERVIOUS AREA EQUAL TO 4,000 S.F. PER LOT. 1400 S.F. OF ROOF AREA ON EACH LOT WILL BE ROUTED TO SPLASH BLOCKS, THUS UTILIZING BASIC DISPERSION TO ACCOMMODATE FLOW CONTROi_ BMP REQUIREMENTS. BASIC DISPERSION RESULTS IN A FLOW CONTROL SIZING CREDIT OF 50%, THUS INCREASING THE ACTUAL ALLOWABLE BUILD-OUT IMPERVIOUS AREA BY 700 S.F. (50% OF 1400 S.F.). SPLASH BLOCKS REQUIRE A MINIMUM VEGETATED FLOWPATH OF AT LEAST 50 FEET. IF A 50-FOOT FLOWPATH IS NOT AVAILABLE ON A GIVEN LOT, THEN A 20-FOOT GRAVEL FILLED TRENCH SHALL BE UTILIZED FOR BASIC DISPERSION WITH A MINIMUM 25-FOOT VEGETATED FLOWPA TH. 2. BASIC DISPERSION AND PERFORATED PIPE CONNECTION HAVE BEEN UTILIZED AS THE STORMWATER FLOW CONTROL BMP FOR ALL INDIVIDUAL LOTS OF THIS PLAT. 3. FLOW CONTROL BMPS CONSTRUCTED ON EACH LOT SHALL BE OPERATED, MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT OWNER. RECORDING NO. VOL/PG SHEET 2 OF 5 TREE PROTECTION EASEMENT THE TREE PROTECTION EASEMENT SHOWN ON LOTS 4 THROUGH 12 IS HEREBY GRANTED AND CONVEYED TO THE ENCLAVE AT BRIDLE RIDGE HOMEOWNERS ASSOCIATION FOR THE PURPOSE OF PRESERVING THE RETAINED TREES THEREIN. SAID HOMEOWNERS ASSOCIATION, AND THEIR ASSIGNS SHALL HAVE THE RIGHT OF REASONABLE ACCESS OVER SAID LOTS FOR THE PURPOSE OF INSURING THE PROTECTiON OF SAID RETAINED TREES. NO TREE TOPPING, TREE CUTTING OR TREE REMOVAL SHALL OCCUR UNLESS REQUIRED OR APPROVED BY THE CITY. EXCEPT FOR ORDINARY LANDSCAPE MAINTENANCE, NO CONSTRUCTION, CLEARING OR LAND ALTERATION ACTIVITIES SHALL OCCUR WITHIN THE TREE'S DRIPLINE, UNLESS REQUIRED OR APPROVED BY THE CITY. ACTIVITIES IN VIOLATION OF THIS EASEMENT ARE SUBJECT TO PENALTY, INCLUDING WITHOUT LIMITATION, FINES AND MITIGATION REQUIREMENTS. THE CITY OF RENTON SHALL HAVE THE RIGHT, BUT NOT THE OBLIGATION, TO ENFORCE THE REQUIREMENTS, TERMS AND CONDITIONS OF THIS EASEMENT BY ANY METHOD AVAILABLE UNDER LAW. IT IS THE OBLIGATION OF THE OWNER(S) OF SAID LOTS TO COMPLY WITH THE TERMS OF THIS TREE PROTECTION EASEMENT. THIS TREE PROTECTION EASEMENT SHALL RUN WITH THE LAND AND SHALL BE BINDING UPON ALL FUTURE OWNERS OF SAID LOTS. CITY OF RENTON DRAINAGE EASEMENT COVENANT ALL DRAINAGE EASEMENTS WITHIN THIS PLAT, NOT SHOWN AS 'PRIVATE", ARE HEREBY GRANTED AND CONVEYED TO THE CITY OF RENTON, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, FOR THE PURPOSE OF CONVEYING, STORING, MANAGING AND FACILITATING STORM AND SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT BY THE CITY OF RENTON, TOGETHER WITH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF INSPECTING, OPERATING, MAINTAINING, REPAIRING AND IMPROVING THE DRAINAGE FACILITIES CONTAINED THEREIN. NOTE THAT EXCEPT FOR THE FACILITIES WHICH HAVE BEEN FORMALLY ACCEPTED FOR MAINTENANCE BY THE CITY OF RENTON, MAINTENANCE OF DRAINAGE FACILITIES ON PRIVATE PROPERTY IS THE RESPONSIBILITY OF THE PROPERTY OWNER. THIS EASEME~H IS INTENDED TO FACILITATE REASONABLE ACCESS TO THE DRAINAGE FACILITIES. THIS EASEMENT AND COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. PUBLIC DRAINAGE EASEMENT RESTRICTIONS PROPERTY OWNER(S) SUBJECT TO A PUBLIC DRAINAGE EASEMENT SHALL NOT HAVE THE RIGHT TO THE FOLLOWING ACTIONS OR ACTIVITIES BEYOND THE BUILDING SETBACK LINE OR WITHIN THE LIMITS OF THE PUBLIC DRAINAGE EASEMENTS IDENTIFIED HEREON: a) ERECT OR MAINTAIN BUILDINGS, STRUCTURES, OBSTRUCTIONS OR PLACE FILL (INCLUDING BUT NOT LIMITED TO FENCES, DECKS, PATIOS, OUTBUILDINGS, RETAINING WALLS AND OVERHANGS). b) PLANT TREES, SHRUBS OR VEGETATION HAVING DEEP ROOT PATTERNS WHICH MAY CAUSE DAMAGE TO OR INTERFERE WITH THE DRAINAGE FACILITIES TO BE PLACED WITHIN THE EASEMENT. c) DEVELOP, LANDSCAPE, OR BEAUTIFY THE EASEMENT AREA IN ANY WAY WHICH WOULD UNREASONABLY INCREASE THE COSTS TO THE CITY OF RENTON FOR RESTORING THE EASEMENT AREA AND ANY PRIVATE IMPROVEMENTS THEREIN. d) DIG, TUNNEL OR PERFORM OTHER FORMS OF CONSTRUCTION ACTIVITIES ON THE PROPERTY WHICH WOULD DISTURB THE COMPACTION OR UNEARTH DRAINAGE FACILITIES ON THE RIGHT-OF-WAY, OR ENDANGER THE LATERAL SUPPORT FACILITIES. e) BLAST WITHIN FIFTEEN (15) FEET OF THE RIGHT-OF-WAY. f) ERECT FENCES IN SUCH A WAY AS TO PREVENT ACCESS BY THE CITY OF RENTON'S VEHICLES TO THE DRAINAGE FACILITIES. ANY FENCE CONSTRUCTION MUST PROVIDE FOR AN OPENING (GATED, REMOVABLE SECTIONS, BARRIERS, ETC.) OF AT LEAST TEN (10) FEET IN WIDTH. g) GRADING AND CONSTRUCTION SHALL NOT BE ALLOWED WITHIN THE PUBLIC DRAINAGE EASEMENTS SHOWN ON THIS PLAT MAP UNLESS APPROVED BY THE CITY OF RENTON OR ITS SUCCESSOR AGENCY REGARDLESS OF PERMIT REQUIREMENTS. D.R. STRONG CONSUL nNG ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 www.drstrong.com PROJECT NO. 13117 LUA 16 000280 LND 10 0511 S[ 132ND ST ~ 1s;i '"'<:1---1 2.::,____, THE ENCLAVE AT BRIDLE RIDGE A PORTION OF THE SW. 1 / 4 OF THE SE. 1 / 4 SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., CITY OF RENTON, KING COUNTY, WASHINGTON (N88°22'17"W C.O.R.) (N88°21'19"W REF 3) ..iffi--____,'tr-N ss·22·1 o"w_c_A_L_c_. __ 1 .. ~~l;..!. .. 1 ti ~8 •21 ,12"w CA Le. 11 (26 2387' REF. 3) 15 i'14 ~2.48' REF. 3 14\ 1 \ (2623.86' C.O.R.) j }'! \_ HELD 91°09'30" / ~ t FOUND PUNCHED BRASS PER REF. 3 ~ ~ PLUG SET IN CONCRETE CITY OF RENTON CONTROL ~ ~ FLUSH WITH ROAD SURFACE MONUMENT NO. 1852, 25 MONUMENT NOT SEARCHED z FOR, HEl_D POSITION PER RECORDING NO. VOL/PG SHEET 3 OF 6 S[ 134TH ST ~ -CITY OF RENTON/REF 3 (N8T58'11''W R.2) + N8T57'44"W MAPLEWOOD PARK ~ [ 142ND ST 2.:: OJ 'SI-~~ - SURVEYOR'S NOTES VICINITY MAP NOT TO SCALE S[ 135TH ST S[ 144TI-I ST 1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE ORDER NO. 5003353-2614173 DATED APRIL 4, 2016. IN PREPARING THIS MAP, D.R. STRONG CONSULTING ENGINEERS INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS D.R. STRONG CONSUL TING ENGINEERS INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY REFERENCED FIRST AMERICAN TITLE INSURANCE COMPANY GUARANTEE. D.R. STRONG CONSULTING ENGINEERS INC. HAS RELIED WHOLLY ON FIRST AMERICAN TITLE COMPANY REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE D.R. STRONG CONSULTING ENGINEERS INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. 2. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN JANUARY, 2014. 3. PROPERTY AREA = 383, 127± SQUARE FEET (8. 7954± ACRES). 4. ALL DISTANCES ARE IN FEET. 5. THIS JS A FIELD TRAVERSE SURVEY. A LEICA FIVE SECOND COMBINED ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURER'S SPECIFICATIONS. TITLE RESTRICTIONS 1. THIS SITE IS SUBJECT TO FACILITY CHARGES, IF ANY, INCLUDING BUT NOT LIMITED TO HOOK-UP, OR CONNECTION CHARGES AND LATECOMER CHARGES FOR SEWER, WATER AND PUBLIC FACILITIES OF CITY OF RENTON AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 20091105000541. 2. THIS SITE IS SUBJECT TO ANY AND ALL OFFERS OF DEDICATION, CONDITIONS, RESTRICTIONS, EASEMENTS, BOUNDARY DISCREPANCIES OR ENCROACHMENTS, NOTES AND/OR PROVISIONS SHOWN OR DISCLOSED BY KING COUNTY TESTAMENTARY DIVISION NO. L08M0034 RECORDED UNDER RECORDING NUMBER 20080812900004. 3. THIS SITE IS SUBJECT TO THE TERMS, COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, BOUNDARY DISCREPANCIES AND ENCROACHMENTS AS CONTAINED IN RECORDED LOT LINE ADJUSTMENT (BOUNDARY LINE REVISIONS) RECORDED UNDER RECORDING NUMBER 20140604900004. 4. THIS SITE IS SUBJECT TO AN EASEMENT, INCLUDING TERMS AND PROVISIONS CONfAINED THEREIN IN FAVOR OF PUGET SOUND ENERGY, INC., FOR AN ELECTRIC AND/OR GAS TRANSMISSION AND/OR DISTRIBUTION SYSTEM AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 20151218000251. REFERENCES 1. KING COUNTY TESTAMENTARY DIVISION NO. L08M0034, RECORDED UNDER RECORDING NUMBER 20080812900004. 2. RECORD OF SURVEY RECORDED IN VOLUME 105 OF SURVEYS, PAGE 3, UNDER RECORDING NUMBER 9508099008. 3. HIGHLANDS PARK RECORDED IN VOLUME 245 OF PLATS, PAGES 95 THROUGH 101, UNDER RECORDING NUMBER 20080109001255. 4. WILLIAM'S SUNNY SLOPES RECORDED IN VOLUME 73 OF PLATS, PAGE 73, UNDER RECORDING NUMBER 5597966. CITY OF RENTON CONTROL MONUMENT NO. 1851, MONUMENT NOT SEARCHED FOR, HELD POSITION PER CITY OF RENTON/REF. 3 ~ ~ n:: <'! o a:: o 0 0 ,,t ~ r-: tO N (0 r') N OC ~ w w • ~ ~ ~ ro ro :" f'l 0 0 0 0 z z '--" ..--.... '<I- O:'. 0 CJ) lO N <') }LI 0 Ol N I I 0 0 I I r-: N r') I I 0 L() ,~- 1306.48' (N88°1a·1o"w R.1 & R.2) ~8"17'43"W (N88"18'37"W R 4) 653.83' (653.87' R.4) PARCEL B ------ PARCEL A _!-u w -. (0 CJ) .tO N (0 -N <D • N o· 00 zO z ._, 653.82' o Efj----~;-;;::~~::;---::-'.:--;-::-::-;------J--_!::N~88"27' 42 "W l C:,' N88'27' 42"W 654.13' 654.12' ""FOUND CONCRETE MONUMENT • 1o 0 WITH PUNCHED 3/8" BRASS PLUG, I~ ~~i~0 ~2~1 ~~ MONUMENT CASE ON IB 1141 -----t--,306.-:-48::i----14 13 N " ai ~, __;1 ~N88°17_'_43_"_w __ 5 _1 -v--1307.65' ~r------654.43' 23 654.43' _A N88·37'4o"w ~517:ii; MEAJ v-- ~ (N88°38'07"W) 2617.72' R.1 & R.2 / FOUND CONCRETE MONUMENT WITH TACK & LEAD IN 2" IRON PIPE, DOWN 1.5', IN MONUMENT CASE (1308.63' R.1) (1308.62' MEA.) _ ----'ir-2308.86' R.2 14 13 FOUND 4"x4" CONCRETE MONUMENT WITH PUNCHED 2" BRASS DISK, STAMPED "LS 38892" DOWN 0.7' IN MONUMENT CASE 23 24 FOUND CONCRETE MONUMENT WITH _/ PUNCHED 3" BRASS DISK DOWN 1.1', IN MONUMENT CASE, STAMPED AS SHOWN T23N 14 I 13 SECTION SUBDIVISION PER RECORD OF SURVEY RECORDED IN VOLUME 105 OF SURVEYS, PAGE 3, UNDER RECORDING NUMBER 9508099008, REFERENCE 2. 23 I 24 RSE 1438 NC>RTH GRAPHIC SCALE 0 100' 200' 400' 1 INCH= 200 FT. BASIS OF BEARINGS N88°37'40"W ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 14-23-5 PER KING COUNTY SURVEY CONTROL POINTS 3763 AND 3764. D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 www.drstrong.com PROJECT NO. 13117 LUA16 000280 LND 10 0511 \ 35.51' I PRIVATE ENTRY - MONUMENT ESM'T. ,SEE NOTE 16 SHT. 2 2 THE ENCLAVE AT BRIDLE RIDGE A PORTION OF THE SW. 1 / 4 OF THE SE. 1 / 4 SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., CITY OF RENTON, KING COUNTY, WASHINGTON 3 4 WILLIAM'S SUNNY SLOPES VOL. 73, PG. 73 5 N. LINE NW. 1/4, SW. 1/4, SE. 1/4 SEC. 14-23-5 6 FOUND TYP 0.3'N. OF ft. FENCE IS 0.1 'N. 7 FENCE CORNER IS 0.7'N. OF ft. RECORDING NO. 8 FENCE CORNER IS 0.1'N. X 0.5'W. VOL/PG SHEET 4 OF 5 LOT 1 KING COUNTY SHORT PLAT NO. 481066, REC. NO. 8109100503 OF PROP. CORNER r FOUND 1-1/2" IRON = ~~·~!~~r'"'l'l'"-~~?r~-p~~]~t,'"_jj_~r~~m~~~-:-l~~~.,..----Jl~~~-~~~-Jl PIPE 0.1'S. OF PROP. '43"W 358.86' 5 'CLF J 70.00'j 5'WDF 5'CLF CORNER 70.00' 95.66' FENCE IS 0.5'S. OF FENCE IS 3.20' 5'WIF 259.46' N89"31 '46"W(R) 5.50' / R=20.00' /J=62'55:53" L=21.97 PARCEL A CITY OF RENTON LLA NO. LUA14-000250, REC. NO. 20140604900004 PROP. CORNER 1.4'S. OF ft. 1 8190± S.F. ~ _w f'. b N 0 r-..: :'1" ~ 0 z 2 LL. 3 8190± S.F. ~ 8986± S.F. (§) 7st-(§> w • [' b ~ IN 0 :'1" r-..: ~ 0 z 10' UTILITYi P.D.E SEE NOTE - ESM'l.-(TYP) 2, SHT. 2 t.=20'35'13" N88'18'10"W 246.10' L=29.28' ----------:(/):-...!!~~~:!_--~~!'.__-----------;Je:~~~-7'700..oioo5''---~-=i-==7170~.o~o~·-==---=:t-.;2-;:6-.:;6~6'~=-~:;:_,.;;:/, ~ 2.03'_/ io (0 ;; SE 6TH ST ~88'17'43"W 458.56' 428.55' ---- 183088± S.F. -~-~--10.00· / -6-4-.5-3·---=----r· -6' 70.00·----.-- // -----=t--~ --- 1 R=20.00' 10' P.D.E SEE NOTE 11. SHT. 2 -€&---..__ li\,Ss 520~ =1-, "~~~-70.00' -,o.oo:j. {"-· _ !.=o_· _ t.=91 '13°36" L=31.84' r--1 O' PRIVATE LANDSCAPE ESM'T. w SEE NOTE 15 SHT. 2 !::: b w 7---Cl w • w [' 10' P.D E SEE NOTE 10, SHT. 2 " \ \ 'i't, { \ 4 12566± S.F. @}) N89"33'04"W 87.46' 5 8345± S.F. ~ N89'33'04"W 101.37' 6 \ N89'33'04"W ~, FENCE IS 0. 7'W. OF ft. UNPLATTED ~FENCE IS 1.1'W. OF ft. ... FENCE CORNER IS ~ 0.8'W. OF ft co co LO I t') UNPLATTED IN I t~r1::39 .. i f ,\J..i 10· PRIVATE--1 I ~ a LANDSCAPE EsM'T. 1 N ~ SEE NOTE 15 SHT. 2 I ~:: 26 5.5' ROW • ~ f ~ DEDICATION 31 ~ ~ ~ I 9539± S.F. z ~L 115.oo· I ~P.D.E SEE NOTE 'V lJ.. ~ () w + 0 ~ b }-, tD °N 0 ~ 0 I() ~ 0 ~ ~ 30 :'1" U) c'-1 C! ~ 5 ~ 29 ~ 28 :t' LO ~ 8050± S.F. 0 ~ ;:: 27 LINE L27 L28 L29 L30 L31 L32 L33 L34 L35 L36 L37 L38 L39 wl (/) ~If' 0 j!: ~ <O I I!) I ,.-I 18 I L ~ 1--1 10' UTILITY L ESM'T. (TYP) -------- N88'17'4.3"W I a2.5o' i-20· ~ 10' P.D.E SEE I NOTE 12, SHT. 2 I I I 20 ~ z --------- N88'17' 43"W 70.00' 21 8050± S.F. ~ ------ N88'17' 43"W 70.00' 22 z 8050± S.F. Cf§) ________ j N88'17'43"W 70.00' 23 0 z 8683± S.F. ~ --------- N88'17' 43"W 75.50' JO' PDE SEE NOTE 12, SHT. 2 24 SEE SHEET 5 FOR CONTINUATION BEARING DISTANCE N89" 33'04'W 68.06' N00"26'56"E 22.00' N89"33'04"W 30.18' N00"26'56"E 1.42' N89"33°04"W 22.89' N00"26'56"E 55.01' N89' 33'04"W 14.99' N00'26'56"E 92.32' N76"01 • 1 o"w 17.75' N00"26'56"E 9.45' N76"55'02"E 17.75' N00"26'56"E 100.14' N88"17'43"W 10.00' NC>RTH GRAPHIC SCALE 0 20' 40' 80' 1 INCH = 40 FT. BASIS OF BEARINGS N88'37'40"W ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 14-23-5 PER KING COUNTY SURVEY CONTROL POINTS 3763 AND 3764. z 9168± S.F. @J) N88'17' 43"W 82.42' ,~ C() w <D LO <D w f'1 0 N o gj1 z N LO N '<I' [' w (/) _J Cl. ~ <( Cl. ~ I 3, SHT. 2 a ~, 7 8050± S.F. @) L29 ~3~ ~IN89'33'04"W t') 10' UTILITY __j ESM'T. (TYP) I 115.00' l---10· UTILITY -L27 ESM'T. (TYP) I I 26.5' I 25 26.5' LEGEND FOUND 4" CONCRETE MONUMENT WITH PUNCHED 1-1/2" BRASS DISK IN MONUMENT CASE 0 SET STANDARD CITY OF RENTON MONUMENT WITH BRASS DISK STAMPED "DRS 37555" IN MONUMENT CASE. FOUND 1/2" REBAR WITH RED PLASTIC CAP STAMPED "CNW 40016" EXCEPT AS NOTED OTHERWISE e SET 5/8" X 24" REBAR WITH PLASTIC CAP STAMPED "DRS 37555" CLF CHAINLINK FENCE VBF VERTICAL BOARD FENCE WIF WIRE FENCE WDF WOOD FENCE fE. PROPERTY LINE 8 P.D.E. PRIVATE STORM DRAIN EASEMENT ~ CITY OF RENTON STREET ADDRESS D.R. STRONG CONSUL TING ENGINEERS I (/) 'V ........ b 0 w ci (/) [' ~ ........ 3: (/) ~ ........ ~ ~ z w UNPLATIED z :J w ENGINEERS PLANNERS SURVEYORS 620 1TH AVENUE KIRKLAND, WA 98033 0 425.827.3063 F 425.821.2423 www.drstrong.com PROJECT NO. 13117 I LUA 16 000280 LND 10 0511 wl en L10· UTILITY L ESM'T (TYP) 31 ------ 30 29 THE ENCLAVE AT BRIDLE RIDGE A PORTION OF THE SW. 1 / 4 OF THE SE. 1 / 4 SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., CITY OF RENTON, KING COUNTY, WASHINGTON SEE SHEET 4 FOR CONTINUATION 28 27 26.5' RECORDING NO. VOL/PG SHEET 5 OF 5 26.5' 7 ~I ~ -----------------________ / 26 L29 ~ u2-.J L() I I") <N tO }-.. IC) 0 ..... ri 00 <N N88'17'43"W 82.50' ,20· l---10' PD.E SEE I NOTE 12, SHT. 2 5.5' ROW- DEDICATION I w ~, pl 0 ~1 PRIVATE ENTRY MONUMENT ESM'T. SEE NOTE 16 SHT. 2 ~ I PRIVATE ENTRY - MONUMENT ESM'T. SEE NOTE 16 SHT. 2 I I 0 Ol ,~ Ol I l{) I 10' PRIVATE co I LANDSCAPE ESM'T. ril SEE NOTE 15 SHT. I 0 1 20 I I 9~F. I R=20.00' ll=88'46'24" L=30.99' N20'42'22"E 12.05' ~-~46-.- ',,, __ :,_ 1 o.oo· If) \0 <N lO \0 <N "-10' PRIVATE LANDSCAPE ESM'T. SEE NOTE 15 SHT. 2 19 9251± S.F. ,i I @) -f t--10' UTILITY I ESM'T. (TYP) 80.00' I l-45_5' ROW I I }-.. <N t!) Ol I DEDICATION I ', ~,,J50· / 30.01' /A{>-10.46' \_ . OF PROP. CORNER w • " N ;st' 0 z CJ 0 ui ::: ~~ FOUND TYP 0.3'N. X O.l'E. + FOUND CONCRETE MONUMENT WITH PUNCHED 3/8" BRASS PLUG, DOWN 1.2' IN MONUMENT CASE ON SECTION LINE \14/ ~---23 "' FOUND 4"x4" CONCRETE MONUMENT WITH PUNCHED 2" BRASS DISK, STAMPED "LS 38892" DOWN 0.7' IN MONUMENT CASE N88'17' 43"W 70.00' 21 8050± S.F. (§) --- 70.00' w 7--. N :t' 0 z N88'17'43"W N88'17' 43"W 70.00' 70.00' 22 23 w 0 8050± S.F. 7--. 8050± S.F. ~ 0 0 ~ t!) ~ 0 lfi ~ ~ ~ 0 ~ z P.D.E SEE NOTE 8, SHT. 2 ------70.00' 70.00' SE 7TH PL w • ,.._ ~ N ;st' 0 z --------- N88'17'43"W 75.50' 10' P D.E SEE NOTE 12, SHT. 2 24 8683± S.F. b (§) 0 lfi ,-,- P.D.E SEE NOTE 9, SHT. 2 --- w 7--. ~ N ;st' 0 z •----75.50' 0 0 lfi ~ ~ N88'17' 43"W 82.42' 1 O' UTILITY ___J ESM'T. (TYP) I I 25 ,~ 9533± S.F. @§) 10· PRIVATE LANDSCAPE ESM 'T. Ol SEE NOTE 15 SHT. 2 I :~fi~~;1 .. ,~ __ L=85t: 64.50' ------- 26.5' co N gjl N N88'17' 43"W 512.51' -t~ 70.00' 18 8050± S.F. @i) 70.00' ---- 70.00' 10' P.D.E SEE NOTE 7, SHT. 2 w 7--. 0 N 0 lfi 17 ;st' 0 ::: 8050± S.F. z (@) 70.00' N88'17'43"W 340.57' TRACT A 32174± S.F. SEE NOTES AND RESTRICTIONS NO. 1, SHEET 2 338.53' w 'I---. ~ N ;st' o z 0 ~ l{) ::: 482.50' 75.oo· ---~7J.~-60.45' ~ I 10· P.D.E SEE I NOfE 6, SHT. 2 I 1}1-1 I r---' ,.~ 81 N 16 --- R=20.00' 6=88'44'39"1 L=30.98' I 26.50' 10' PRIVATE LANDSCAPE ESM'T. SEE NOTE 15 SHT. I 8625± S.F. I ;si-;121 I~~, 15 8398± S.F. 14 2 I I~ I~ @iv 75.00' 0 9266± S.F. I I (§> z <§> I I -f 75'-j I f---15' PUBLIC --t STORM DRAINAGE I EASEMENT 73.03' 10· UTILITY I ESM'T. (TYP) I 82.54' N88"17'43"W 110.00' 13 11170± S.F. ~ TEMPORARY 4.03'~ \!' ~\ \ ~;~ f TURNAROUND ~ ,.... EASEMENT SEE C2~ ~ ~JOTE 14, SHT. 2 ;_ Zci --1 Ns,·2 . L7 \\ ).,, <D l!) co r-i 0 0 z _ _ ___ ., 341"W -t-Y' \' <O -- ~-129. 70'--~ t---t <;, ':> w U) _. Cl. g <( a. ~ S. LINE NW. 1/4, SW. 1/4, SE. 1/4 SEC. 14-23-5 5'WDF N -_J, CJQ• ---l--·135.97'. __ •. LS 31.31' N88"27'42"W 624.12' FENCE IS 0.5'N. OF ft UNPLATTED 15· PUBLIC STORM DRAINAGE EASEMENT FENCE IS 0.3'N. OF ft N30'38'33"W 15.80' _ , __ '<I' ~~89'33'0;-W .-.i;----.---~..;.:_ _____ ... 8 115.00' V> a 0 ci ,.._ ~10' UTILITY I ESM'T. (TYP) L27 8 8050± S.F. (§) i z I ~ 0 0 ~ I ~ " ~ U) '°' N89'33'04"W :::J .----------------+-... ~ 115.00' z 0 0 ci r--- 1o·x14' P.D.E SEE NOTE 4, SHT. 2 g 8050± S.F. @) N89'33'04"W I ~ L23 I I~ 0 ~r--- w z ::J w J ,-. 115.00' ~ -t------r--...;_...;_...;_ ___ _. U) I CJ I 0 ci I r--- I I L21 TREE PROTEC::-=i ~ EASEMENT SEE TREE .....J PROTECTION EASEMENT J SHT. 2 WIDTH VARIES CJ 0 ci r---10 8050± S.F. ('}°> LL ~ ~ j (I) UNPLATTED FENCE IS o.2·w. OF It FENCE IS O. l'E. OF ft N89'33'04"W --1 -:.,. 1.1.1 .-T11---------....,Jt,----... t> 115.00' L/6 IO 11 . I ~ 11 RI 11 . I nl 8.49' i\ c;;,_ \ ~ • 10' PDE SEE NOTE 5, SHT. 2 11 8050± S.F. GD N89'33'04"W 115.00' 12 10478± S.F. GD -, ~ L() I g ~ z FENCE IS g 0.1'W. OF ft L 14 R i<=------ TRACT C KING COUNTY SHORT PLAT NO. 475042, REC. NO. 7508250475 TEMPORARY __,s I § TURNAROUND EASEMENT SEE 15' PUBLIC SANITARY \ NOTE 14, SHT. 2 ' SEWER EASEMENT '?-\---------, ~ SEE NOTE 13, SHT. 2 ·w ~2~ • o>-.~ L FOUND (TYP) 0.1 ·w. 31.31 ----80.50'--\ V OF PROP. CORNER 5'WDF \ I I - ~ \_FENCE IS "<I' 0.3'N. OF It CURVE RADIUS DELTA ANGLE ARC LENGTH LEGEND C1 176.50' 10·35'52" 32.70' C2 24.00' 38'25'26" 16.10' LINE BEARING DISTANCE LINE BEARING LI N 30'38' 33"W 4.12' L17 N22'54' 1 O"W L2 N30'38'33"W 7.97' L18 N14'41'09"E L3 NOl"32'18"E 6.75' L19 N60"49'32"E L4 Nss·27'42"w 4.25' L20 N00'26'56"E LS N88'27'42"W 40.24' L21 N89'46' 44''W L6 N01 '32'18"E 24.00' L22 N00'26'56"E L7 NS8'27' 42"W 10. 71' L23 N89'51 '28"W LS N00'26'56"E 82.36' L24 N43'21 '58"E L9 N88'27'42''W 10.00' L25 N89" 33'04"W L10 N00'26'56"E 39.74' L26 N00"26'56"E L11 N52' 19'28''W 21.91' L27 N89" 33'04"W L12 N24'45'04''W 32.25' L28 N00'26'56"E L13 N26'54' 44"E 40.94' L29 N89'33'04"W L14 N89'33'04"W 12.93' L30 N00"26'56"E L15 N00'26'56"E 20.74' L31 N89'3.3'04"W L16 N77'50'24"W 22.40' DISTANCE 12.90' 18.20' 19. 11' 29.27' 49.10' 26.00' 36.47' 6.24' 14.35' 110.87' 68.06' 22 oo· 30. 18' 1.42' 22.89' NC)RTH GRAPHIC SCALE 0 20' 40' 80' 1 INCH= 40 FT. BASIS OF BEARINGS N88'37'4o"w ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 14-23-5 PER KING COUNTY SURVEY CONTROL POINTS 3763 AND 3764. _l_ FOUND 4" CONCRETE MONUMENT WITH PUNCHED 1-1/2" BRASS DISK IN MONUMENT CASE SET STANDARD CITY OF RENTON MONUMENT WITH BRASS DISK STAMPED "DRS 37555" IN MONUMENT CASE. 0 FOUND 1/2" REBAR WITH RED PLASTIC CAP STAMPED "CNW 40016" EXCEPT AS NOTED OTHERWISE e SET 5/8" X 24" REBAR WITH PLASTIC CAP STAMPED "DRS 37555" CLF CHAINLINK FENCE VBF VERTICAL BOARD FENCE WIF WIRE FENCE WDF WOOD FENCE It PROPERTY LINE P.D.E. PRIVATE STORM DRAIN EASEMENT @) CITY OF RENTON STREET ADDRESS D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 www.drstrong.com PROJECT NO. 13117 . _,,,_,,.,, I I. ' 8 '' + t1 I~ \ ; ,. ~--"f; \\\--Hl ' I J ~-.r [1+-Jl'·lt-- . \ \ I ~ \ . ' -----1 . § I .;_, "' '"'"-• , .... ., .. .,_,_ J:,,, ,, ', = ,,»•" • ,;ccj:,,j'C'."-.; • • :! -! --/I c I 1J ,, Ii !! MONUMrNf SIGN. rr51GN----rrlL I ro [31:; t?rft:RMINft? O ------0~- = __ op--·- I I-\ ' @; ' . I . -----I --- / / I I / / 1 I I I I I 11 ""40' _L BLA PARCEL (NOT PART OF PROJECT) 30,729 SF J ----·--·--1 -----------·-1 I I I i I I .. _20SF .. -1'-JI-Jo 21 II 9,264,,_c.---I I '11-·oso .. s_F. J 1.11 '··1 I ' I --------! -------~ I :,'". ,84--------, ~ ( V ,-" . .: •" ,,, -· -~ ",. '- "'~-~ ' ' ' ' ' I ···---~-:-1 I '' I I I I 22 I I I I 8,050 SF I r----··-, I I·-___ -~-~---~ ~---, __ l , I ' 1·-,, -··· ------''•, I I '' I r-.. I I I I I ·--23 8,050 ':$.F. ' ' / ' ' ' ' ' I \ '-' ---". ---------',-· ·1 I ' I ' I ' \ I ·I, ' ' I j ' \ \ \ 24 \I \ 8.683 1.r r \ \ \ \ I I ' \ I -----~------.1.\_._ ·---·--·y·~-_, ' '\;, \0 \ I I ! I I / I I : ! I } I I I I 10' SIGHf-013'.:,CURRINCi Vl5LVt ~ANt75CAPr 13Al<RlrR AROUNr PONr . ,.,___.,,.,,_._. ·-,, \ \ \ \ I \ \ \ '-""- / SPECIFlcq TREE STAKE(S) ,-: INSTALL '1fREE BOOT" OR :i: "ARBORGARD" IN LAWN AREAS. w w PLANT TREE 1 "-2" HIGHER i!: "' THAN IN NURSERY ~ WATERING BASIN R80T DEFLECTOR FOR JREE A JACENT TO SIDEWALV., SPECIFIED PLANTING SOIL UNDISTURBED, GROUND 12" MIN, FOR. WOOD STAKES & 18" FOR REBAR '\ "-----CHAIN LOK TIES ;,; ' ' ~-REMOVE BINDING TWINE & TOP 1 /3 OF BURLAP, 2" SEITLED DEPTH WITH SPECIFIED MULCH FERTILIZER TABLETS (4-21 GRAM-20-10-5) ~~iTND5FLc.fJ&~cK?f Jflfi~~ b~~1f~1N 5 OF PAVEMENT AND UTILITIES SCARIFY PLANTING PIT SIDES AND BOTTOM 6" DEEP, FIRM, NATIVE SOIL MOUND 2x ROOTBALL WIDTH ~IN HEAVY SOILS, AUGER 8"x6' DEEP D HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. llOTE: DO NOT PIERCE TREE ROOTBALL WITH TREE STAKES DECIDUOUS TREE PLANTING & STAKING DETAIL -, . NOT TO SCALE IJOISIAICl 'c>NINNVld NOlN:.nl :JO All~ ------rRIP~INr Of RrfAINrr tRrr, 1YPIC,AJ, 01un7 r.• T ..,,_,11 JI l, , , ,' I. J J FINISH GRADE ~ 0 w I w w ~ ·N 18" MIN.- ,':,/-----PRUNE DISEASED AND "" BROKEN BRANCHES ------CHAIN LOK TIES 2x ROOTBALL WIDTH ~--SPECIFIED TREE STAKE(S) ~--REMOVE BINDING MATERIAL AND TOP 1/3 OF BURLAP ----WATERING BASIN '---NATIVE SOIL BACKFILL '---SCARIFY PIT SIDES AND BOTTOM CONIFERUOUS TREE PLANTING .& STAKING DETAIL NOT TO SCALE . PLANT 1" HIGHER THAN··~:::;;.,;;,=-~;;-: IN NURSERY /:,,,;;.:,_-PRUNE DISEASED AND BROKEN BRANCHES __.~;;i\ REMOVE TOP 1 /3 OF BURLAP 2" smLED DEPTH OF SPECIFIED MULCH ~--FERTILIZER TABLETS/SPECS 7~W--SPECIFIED AMENDED BACKFILL \ ' ~b:sl~t\!:i-~7:9i5.=F=. ~==~,,~~- COMPACT AND WATER THOROUGHLY \ ' ' \ ', , , NO s11zt:rr fRrrs rLt ro Ufl~lfY ;~~ __ ... \ CONfUCf ______ ]5' PUBLIC-~ : / ' ' ' ' ' ' EAS[M[NT , ·-----· ------r / \. r;;·~r,,,-,/-.-.. ,;s1::,: •· -~r ; ., ·:',~,;;. . .,;,;.t.:·i!>',L.)j. .. · .,,.."'1 for Anprr.,v"'I \ ---'-~~ '' .'N'~ ' -,,-~ .... , t.<t.~vfTflTie'c•,:,.,_~l~;J ,..., ~ '-l ,\, --,1~·, ·. ' ._,,, :;·._,,.' ·" \ '1' ·. . J,. ". · ~-~-• Z"C\'7 // r:... 1:-Yj .......:.4:--*if$• ~-'..~ r_'1"'if~,;;,/' -! 'f:i~j, /°'-J ~ a'~ 7 ~ wr , t -..,..,.,-, "" • ~µ>:-+--FIRM NATIVE SOIL MOUND 2x ROOTBALL WIDTH SHRUB PLANTING DETAIL NOT TO SCALE R-383830 ~ O 40 80 160 scAL-r 11' "" 40' -0 11 5Hrr-r s1zr 22x.54 JOB NUMBER: DRAWING NAME: DESIGNER: DRAFTING BY: Ii! i i JMV JMV I I I I I I I I I I I I i i I j i I I I I I DATE: 02-24-14 SCALE: AS SHOWN JURISDICTION: RENTON l-1 5Hfff I of 0 ' \ \ ' ' ' I :i a --\~ llr:i ', I ; ' ' ,. ' \, 'ii Ii Ii I I \l ! \ ,, 0, I ' ' \ '\ \, 'i\ \\ \ ' \ ' ' \ )fl ' ' ' \ " ' ' / I I I I I I Ii ;I 'I i \ I I i1 20 I I ~--i1-·t --: I 21 111 I ", '9" '2'64, s C' ----1• ---~ -----,3a;,1. ,-c·· F 11 I , ',, · '_:--------I I Cf. 0':J-0 .. ). , I I I I I I I I I I I Ii 10' Wlt71H L-ANt75CAPr BUffrR. fO Br ' I 1N5f/\l,L-rt7 Af 11Mr Of HOMr I CON5fRLIC110N ----I --·-·-·---- ! I I I I I I I I I I I I ,J I I 22 8,050 ' I ', MAfCH~IN~ .... ...,, i~ ..,_ I I I I I I I I I I I I I I I -I 'r·,, I ', I I I I I I a oso··s. r-. . ' ' ' ' ' ' I ', 10' Wlt7fH L-ANt7SCAPr BUffl:R. fO Br I \ \ I I I I I I ' \ I ' ' I I I , I ' , ' I ' • -I 1. i-___ -------------_ _ _ --_ i L -·--"·---· ---··----------·-· -" -...J -------.., ".--------- 1 IN5fJ\l,Lrt7 Af 11Mr Of HOM\; L. '------------·---~·----------------· ,l-------'----c::---· ---· -----··--'"'· I I I ' ' --CON5fRLIC110N ~---------------+-4Y"i-4----------------------I------~ \ \ \ ) I '--------~•----L ; I I , I I , / l- 1 I / .---38" / , I , I I I I ···/. I I • ., I r---------------, I I I I I I I I , ' , ' ' , ' -- ' ' / -L_ ·-·=--------· _1 ~· -···----~ ---· --....J I I I I I , , ' ' ' ,/ .... j ' / ,' ! i ---------~~-------------~~-------,-,--------------------------+-----,~----------+;---- ~----------,'-------------------,h-----~~------------'i-k-,'lo-----------/---t-----,"----------+-;-----.. ~ \ ~ '---------,.C..--------------------1-~-:,-,---__ -_ -_ -_ --_-_ -* -_ -_-_ -_ -_ -_-_ -_ -_ ---~--r-r --c -,.,. --~-====\:;.=======----------;;:---~--. ,-~--,,-, ~--------+-! ! ----------~ ' -------c----"7--::-:---------"~---~------------c ·~----+'--,c'----------~i, i,,---, ", ,, / _.r:::1, '' \ '--· ----------__,--,__'::__-_-.. ,-_ ,-·-=--=--=--=--=--=--=---·--_ ~ ---------,--~-----~-----~-~-----.. ---.. -------'~'J-,;_-,.5:-,.3,..,.._---~-----~=~ ,, --.. ---.. -.-__ -_i-'--,.·1,,------~~ ~--=-=.:__~--~---, \ ,. ,, '--. ~ - / ' ' / I r I Ti·----R~---c--T---~,,=i'A-'""' -~ --=--~ ----;----:: .. .....cc "".. -----._, I I/ ., •, " -.... I I TORM DF:''A-!N/A-GE--------------V // _ J2,--1 Z4 -5 L --_ --__ -__ -L ----0---c:.__ -- ----1 -.- I I l __ -1 -------1-'~ ---,---------,- -/----+IJ.M'1 1.4-------·-· ~---- ----1------------------'-----------~----------~------L-- I I -- \~ I , , , \ I ' ' ' \ \ I I I I I I I I \ \ I I I I I I I I I I I ! I ' ' \ I \ ' ' ' "---- ' ' \ "', I ' ' ' I I \ \ \ \ ,_ -- '\-... _____ _ I I I I I I I I I I I ' I I I I ' ( --------·-----~l i 13 170 ---·-.. ------ 1: ,I / I --,-_;; ,' \ ,' \ ,' \ ,' I : \ : \ \ I S.'F. 1 I I I . -·. f;!-\(}~;~)~t;~~1~f f ::{~~;~if:t;f;~,ijii~\~.i~ ~fg~~Y,;~~\~: . ,- _,_ . ' . -----~ .~---~-··--··- I \ I f \ \ -----., •• -.ce,f: '.. .. 10' W\t)fH L-ANt7SCAPr BLlffrR. fO Br IN5f/\l,l-rt7 Af11Mr Of HOMr CON5fRLIC110N ' ' ' ' ' ' I I I I I I I ' ' --i ', I I l,---•-1- 1 I I I . r"---. ----\ I -..._, ----·-- \ \ \ \ \ \ \, -(1 1->_ •. ; ~::l ~83 l ,1, ~ ' ' \ ''- ' ' ' '-'--I.___ - I ', I " I I I I I I "' -'J, ' ' ' ' ' ' ' ' L ::_:. ""-· -;;- L ---· --- ,--- ' \ ' r ---,····. . ' I ', I I I (/) z 0 (J) GJ O::'. \\ \ \3 Ll ~ \\ \ \ JOB NUMBER: DRAWING NAME: DESIGNER: DRAFTING BY: DATE: SCALE: JURISDICTION: " i I I I I I I I I I I I I ii ~ I ; r l I I l I I I I I l ' JMV JMV 02-24-14 AS SHOWN RENTON l-2 5Hrrf 2 of S \ \ x'Q @" ' \ . \ ' ' ' ' ' ', ' ' \ ' ' ' ' ' ' ' I -1 I -! I I --1 i I I . I C: :J I I I I C: :JI I ; . ~ . I I I -- --·----------- -.. I --I • ,--~----·---··--·-·------.. -.1 . ----------~- I -··.·-c··.···· .. ···.@·.·.,··,-c,·, ······-·········,-, ...... ··· --/: _j_ ___ ------·· --------- r I I 1·---------·-·.··----------, r I I I I 11 i : _1 __ 11i1--~----20 / -,:;rwH I -I ~?.'51 [1 I 9,-264,,?.F~--------1 - '~t-H+i! 1d, WIDfH LAND5CAPt: BUffrR. ro 171': 1.1 IN51Al.Lt:D Af 11Mr Of HOM!': ! CON51RLr110N 1 I I 1---·---· --------· -------- I I L __ _ ·--·------·--------·---····-··---· .,_ BLAPARCEL (NOT PART OF PROJECT) 30 129 S.F. ' .. 10' WIDfH LAND5C/\PI': 17Uff'l':R. fO 171': IN5fAl.Lt:D Af 11Mt: Of HOM!': ' ' CON51RUCflON ·: r ----·-----~-------- r -------~---·-·-··-·· ~------~--· ·--·--------··1 I I i I I I I l > 21 --/---,:c\9Y.:050 S. F. ) I I I I I I I I I I ·----·-+ I I I L----------------~ ' ' o,,l_, EASE.lv!E.!VT --------------~ -- ' \ \ ' ' \ \ ' ' \ \ \ ' ' ' ' \ r----------\-----, I ' I ' I I .. ~ I , I I I I I I I I --' I I I 22 8,050 S.F. ' ' ' ' ' ' ' L ·--------------~ -------·~ '""" . ·---_J ' \ I \ \ ' \ ' I .,A \ --·----··------------·-~-~ ·---. -.'.:::... ', ' r ----.. --------------··---... --... -,---- 1 ',, I I • , I I ',1 · -I I "1..., ,, I I I I I I I I I I L .. 0 05 6'·-S. F. u) ', ' ' ' ' ' \ \ ' ' \ -j-\-\-- ' ' \ ' \ ' ' ' ' ' \ \ \ \ \ \ \ \ \ ---,_;\._, ' -------~-----r -·---- 1 ·1·· ' ' ' ' ' ' ' ' I I I I I I ---,,~-----~ l._ -----·- ) " \ ' . : ::.::: .. ;~;;; .. ; ,,_ ~::;;::-~;:·::· ® ;,,·;: :;::;,:: \ ' \ \ \ \ \ I ' ' ' ' '· \ r---~---------~---1 \ I ' ' I \ ', I \ ', I \ ' '·h I I \ \ \ II -, \ I ',, \ ' ! I ' \ \ I : \\ 24 \j I \ 83 c\ F 1\ I I \ 8 6 ...), · I\ I ' ' I I \ \ I \ I \ , I \ I I ', I \ \ I MAfCHllNf -5f~ 5Hf~f l-2 ' ' \ J, ' \ ' \ ' ' ' \ \ \ \ \ \ ' \ \ ' \ ···----'\ --·· \ ' ' ' ' ' I I I \ \ ' ' \ \ \ ' \ \ \ \ \ ' \ , I I ' \ \ \ l. I ~ ~. . ~------~----~-, I , \ \ . 1··. I \ \ \ \ \I I \ ', 'J I t ; I'; I \ (y,1 I ·~=-="'t'.t \ 25 i (y\ I I (.~> 9,533 S. F. 1 \ I I \ \ \' ! I ', I ' I I \ I R-38383 I I ' ·,,-,. ' --f /\7: I ... ?.ow----...,,. I • • • s.~ -~·, J • • • I I :-;-' • I / .. ' ' \ \ \ ), / ' / i(f 20 40 '.:(Alf I 11 ~ 20' -0 11 <---1 ,. --- r-L-- 1 \ I \\ I \I I - I ' I \ I t \\ : ' \ I .---~·--·;--·4.13f · / I __ j L--/-- '•,.<;,_: I : 5Hf ff 51Zf 22X:?4 (/) z 0 (/) ~ 0::: u ~ ~ .... \\ \ \3 G ~ \\ \ \ ~! \J\ \3 ·~ SJ__ :z ~ ~z -~ ~ u C) \\ \ ~ ::s:: ~~ s \~ :z u ~ 2 \\ \ \\ \ ~ JOB NUMBER: DRAWING NAME: DESIGNER: DRAFTING BY: JMV JMV DATE: 02-24-14 SCALE: AS SHOWN JURISDICTION: RENTON l-5 5Hrrf 5 of 0. ~ I I I I I I I I I I I I i I ~ i i i i I I I I I --- ' ' ' ' ' ' \ _ _, , I\ I I ·,-, ' I ' . \ I '/ j" ·, ., - ' I \cl.LJh.,,,...~, I I I I I I I I I I :::: x,l ._, I I i --· -- ' .. .I ''' "' \ , ' I .. • • I -,.: ... :/. I ·;r.. 1.. / ' \ \ ' 72,566 ' ' ' ---------------~ ' ' \ \ I ' ' ' ' ' ' ' ' ~ -- / I ' ' ' I ' ' I \ I / -',- I ' ' ' . \ r~~---~~--~~:=~-a-------,----~ I "-. / '•,/ • ' " " .... I r,... ........ I , I I I I I I ..__ __..,., I" , , " 8 8, 052 c;, f--. I I I I I I I I I I \/ 'f ' /\ ( ' ' ' ' ' ' I ' \ \ I \ \ ' I PlANf 5CHf DUlf l30fANICAl, NAME: COMMON NAME: OUANrlfY 51ZE: RE:MARK5 fRE:E:5 \--.c.==~-----Acer plat. x trun. 'Norwecilan 5un5et'*-Red Maple II 2 11 cal full and Matchinci ~--+-____:__:::,i)._.-_ Cercldiph4lum japonlcum* Katsura 14 2 11 cal full and Matchinci -P4rus caller4ana I Chanticleer'* flONerinCJ Pear 29 2 11 cal full and Match1nci i--c.,,f--~~--'---11'----Pseudot5ucia menziesli* t?oucilas fir 55 211 caliper full and Match1nci r--'~~~--1nl!Ja plicata* Western Red Cedar 6S 2 11 caliper full and Matchinci I SO replacement trees provided x. 2 11 cal/ tree "" 500 total Inches provided @f-------- @)-- 0-- @--- @--- ' @- ~ @- (§)--- @-- ®- SHRUBS and 01ROUND COVrR E:uon4mus sp. 'Ciold 5pot'* Carex testacea* Penn i5etum alop, 'little l3unn4 '* Vaccinium ovatum* lavandula 5p.* E:uon4mu5 for tune I 'E:merald n Ciold' * Viburnum davidii*- Cistus h4br1dus* Mahonia au[ulfol1um* M4rica cal If ornica* Azalea sp. 'Hino Crimson'* Hel ictotrichon sempervirens* Miscanthus sinensis* 1nuJa occidentalis 1 5marcid'* E:uon4mus Orancie 5edcie Dwarf ft Cira55 E:vercireen Huckleberr4 lavender E:uon4mu5 David Viburnum Rockrose Orecion Cirape Pacific Wax. M4rtle l::vercireen Azalea l31ue Oat Cirass Maiden Cirass l::merald Cireen Arborvitae 9 60 14 50 48 44 74 SB 20 22 21 BO 145 so min. 24 11 ht I cial I cial 2 cial 2 cial 2 gal 2 cial 2 cial 2 cial 2 cial 2 cial 2 cial S cpl 6 1 -7 1 ht '.;ff}fiff{;;f;::{ff:f{f;@ 55% E:rica 5p, 'Mediterranean White' Heather 55% E:rlca sp. 'Mediterranean Pink' Heather "'-55 % Arcto5taph4llo5 uva-ur5i* Kinnikinnik Plant In ciroupinCJ5 of IS or more I . >: ·: < : < < < <·I lAWN . .. .... ... .. ... .. ... .... .. .. *Considered drouc:iht tolerant In Pacific Northwest once e5tabli5hed ~ANt?5CAPr N011:5 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1-B00-424-5555 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR QR UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON-CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS SPECIFIED BELOW IN THESE NOTES. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT Af<E REPRESENTED BY SYMBOLS ON THE DRAWINGS . 6. SUBGRADE IS TO BE WITHIN 1/10" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" DIAMETER. 7. NEW BED AREAS, AS SHOWN ON THE PLANS, SHALL RECEIVE A MINIMUM OF 2" DEPTH ORGANIC MATERIAL CULTIVATED INTO THE TOP 6" OF SOIL · . SOIL SHALL HAVE AN ORGANIC CONTENT OF FIVE PERCENT OR MORE TO 'A DEPTH OF SIX INCHES AS SHOWN IN A SOIL SAMPLE ANALYSIS. THE SOIL ANALYSIS SHALL INCLUDE: A. DETERMINATION OF SOIL TEXTURE, INDICATING PERCENTAGE OF ORGANIC MATTER, B. AN APPROXIMATION OF SOIL INFILTRATION RATE, AND C. MEASURE Ph VALUE. 8. ALL BEDS TO RECEIVE A MINIMUM OF 2" FINE FIR BARK OR SIMILAR ·APPROVED MULCH. full and Matchinc:i full and Match1nci full and Matchinc:i full and Matchinc:i full and Matchinci full and Matchinc:i full and Matchinc:i full and Matchinc:i full and Matchinc:i full and Matchinc:i full and Matchinc:i full and Match1nc:i full and Matchinc:i full and Match1nc:i full/ Compact/ Plant 24 11 on center full/ Compact/ Plant 24 11 on center full / Compact/ Plant 24 11 on center R-383833 9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS. 10. ALL PLANT MATERIAL SHALL CONFORM TO ANLA STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE. . A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, lYPICAL OF THEIR SPECIES OF VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. 8. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. 12. WHERE CONFLICTS BETWEEN STREET LIGHTS AND STREET TREES OCCUR, LANDSCAPE CONTRACTOR SHALL RELOCATE STREET TREES. R~cornh1e11~d'foi.APrffbvdl'··,. ey~-' -~.: ~~~']'bi/15.,. ·.-. ' . .. . ; ·-· ,, .. 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Sri:' lANl?5CAPt' PlAN FINISH uRAl?f VARll:'5. 5ft: CIVIL 5ff Sf ORMWAfBR POND -SCHf MAflC SfCflON -SOUfH R-383834 NOf ro SCAL[ R~¢9nnt1)'lendeq f.CM Apprevol .,~,.;-}IEiJ.1.5 ~ ~~-'"::',':,,_-;-'·~·,'\s'.,·~-.-<, -~~:·_·.:':_·. ·. . . ' , ,·,t~m:-, . NORTHEB 0 20 40 SCALE: I 11 "" 20 I -0 11 80 5Hrrr s1zr 2204 \\ \ \,25 D .~ \.....) \\ \ ~ \ ~ D~ "' \J\ ~_:, ~ ~ S2\__ :z ~ -~~ ~ ~ u C) \\ \ ~ :s::: ~! s :z \ , s:)._ u :z \\ \ \\ \ ~ JOB NUMBER: DRAWING NAME: DESIGNER: JMV DRAFTING BY: JMV DATE: 02-24-14 SCALE: AS SHOWN JURISDICTION: RENTON ,L--------,----------------------------------------------------------------------·~------,------------------'--'-------------,----'--,-,-----,-------__L---~---_J \ C D · f2-.· · '? ~ "';\',··~ l( I I I I I I I I I I I J l I I I i r I I I I I I I