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HomeMy WebLinkAboutLarge Format0 -0 C D E ct' ('.) i -0 (I) > D Ul :a: a. lfl 0 ~ <O ~ 0 N NW 1/4, SW 1/4 OF SECTION 11, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M WESTON HEIGHTS NORTH VICINITY MAP (.0 C''.J ,-~ PRELIMINARY SHORT PLAT PLAN PROJECT LOCATION w -+.---(/) \ APPLICANT/OWNER PROSPECT DEVELOPMENT, LLC 2913 5TH AVE NE, STE 201 PUYALLUP, WA. 98372 CONTACT: JUSTIN HOLLAND ENGINEER/PLANNER SITE DEVELOPMENT ASSOCIATES 1724 W. MARINE VIEW DRIVE #140 EVERETT, WA. 98201 (425) 486-6533 ex. 104 smesic@sdaengineers.com CONTACT: SCOTT MESIC, PE SURVEYOR A.S.P.I 4532-B EVERGREEN WAY EVERETT, WA 98203 (425)252-1884 . CONTACT: VANCE V. BLUE, PLS WETLAND BIOLOGIST SEWALL WETLAND CONSULTING, INC. P.O. BOX 880 FALL CITY, WA 98024 (253) 859-0515 CONTACT: ED SEWALL R:\Projects\349 (prospect development)\007-15 (weston north)\Dwg\sheets\TDP\WN-tl01.dwg 34x22 1 FEBRUARY 25, 2016 PREPARED BY: Civil Engineering Project Management Planning 1724 W. Marine View Drive, Suite 140; Everett, Washington 98201 Office: 425.486.6533 Fax: 425.486.6593 www.sdaengineers.com CIVIL SHEETS LANDSCAPE SHEET NUMBER SHEET TITLE SHEET NUMBER SHEET TITLE C1.0 TITLE SHEET & EXIST. CONDITIONS LA-1 LANDSCAPE PLAN C2.0 T.E.S.C PLAN LA-2 DETAILS C2.1 T.E.S.C. NOTES & DETAILS TR-1 TREE RETENTION PLAN C3.0 GRADING PLAN CRITICAL AREAS MITIGATION C4.0 ROAD, SITE & UTILITIES PLAN C4.1 ROAD & DRAINAGE PROFILES 1 PLANTING PLAN, PLANT SCHEDULE AND NOTES C3.2 ROAD & DRAINAGE PROFILES SURVEY 2 DETAILS, MAINTENANCE & MONITORING PLAN 1 SITE DATA 2 PLAT MAP 'O 7 8 2 ,, v V ,0 + + V c:c§) + V + I ,p'J + " ,,'J.. 0 1 "=40' y + + __ / 40 80 Feet w f-'s:c--~,---~ ,-.___,- ~ r-+--.... ~ SURVEYOR'S NOTES BASIS FOR UTILITY LINES SHOWN: FIELD OBSERVATIONS & PAINTED LOCATES UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THE SITE, UNDERGROUND UTLITY LOCATIONS SHOWN HEREON ARE TAKEN FROM A COMPILATION OF PUBLIC RECORDS AND VISIBLE FIELD EVIDENCE. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THE PUBLIC RECORDS. UNDERGROUND UTILITY LOCATIONS ARE ONLY APPROXIMATE. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN VISIBLE SURFACE LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. °FIELD VERIFICATION IS NECESSARY PRIOR TO OR DURING ANY CONSTRUCTION. SITE ADDRESS 702 NILE AVE N.E. RENTON WA, 98059 . : -.\ .. -'/l, ' TAX PARCEL 1123059002, 947794TR-L DATUM NAVO 88, PER CITY OF RENTON VERTICAL CONTROL BENCHMARK ·, FOUND CONC. MON. WITH ,,_ BRASS DISK AND PUNCH DOWN 1.5' IN CASE. 10/09/15 (CITY OF RENTON 2101)'< ELEVATION=156.06 LEGAL DESCRIPTION THAT PORTION OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 15 FEET NORTH OF THE SOUTHWEST CORNER OF THE NORTH HALF OF SAID NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 11; THENCE EAST TO A POINT 645 FEET WEST OF THE EAST LINE OF SAID SUBDIVISION; THENCE NORTH 157.5 FEET TO THE SOUTH LINE OF THAT TRACT DESCRIBED UNDER RECORDING NO. 5481257; THENCE WEST 675 FEET, MORE OR LESS, ALONG SAID SOUTH LINE, TO THE WEST LINE OF SAID SUBDIVISION; THENCE SOUTH ALONG SAID WEST LINE TO THE POINT OF BEGINNING; EXCEPT THE WEST 30 FEET THEREOF, RESERVED FOR 148TH AVENUE SOUTHEAST (NILE AVENUE NORTHEAST). TOGETHER WITH TRACT L, WINDWOOD DIVISION 3, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 198 OF PLATS, PAGES -22 THROUGH 27, RECORDS OF KING COUNTY, WASHINGTON. SUBJECT TO AN EASEMENT OVER TRACT L FOR TELEPHONE FACILITIES THE LOCATION OF WHICH IS NOT DETERMINED AS RECORDED UNDER RECORDING NUMBER 3575586. BASIS OF BEARINGS NAD/88 FROM THE MONUMENT AT THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF SECTION 11, TWP.23, RGE. 05E, (CITY OF RENTON 2101) TO THE MONUMENT AT THE NORTHWEST CORNER OF THE SOUTHWEST CORNER SECTION 11, TWP.23, RGE. 05 (CITY OF RENTON 1852). BEARING= N00'17' 35"E GRADING QUANTITIES: CUT: 98.63 CY FILL: 3228.50 CY NET: 3129.87 CY (FILL) Know what's below. CITY OF RENTON COMPLIANCE WITH CITY OF RENTON STANDARDS By: Date: ------------- By: Date: ------------- By: Date: ------------- Call before you dig. By: _______ Date: ___ _ ti) z 0 iii ~ a: -C .!! 0 .!! Lt) G) ~ .. iii I u ti) u .... ti) 0 .; 0 t: I ;: ! Cl G) :i:: > N 0 ~ w I- ti) "' u •o ..J WO .... :::> .. • > "' ~ w <( :,: .... ;:: 0 Cl -' 0 -w • "' Wa::tW,.... :,: :::) I z w > "' 0 :.,: W "' ... ~ ... !l2. "' ... "' W LO LU N ;: T"" '° :!.. :c U) z I-0 a:: -I-0 -Cl :z z en 0 (.) I-• :c I- U) C, ->< -w w :c olJ :z I-w 0 w ::J:: I-U) en w w ...J ~ I--I- C1.0 ~ I ., LI") -IN o, ,o IN 0 ~ ci z ci z -u G) ·e 11. ~ ~ sf- <,l w () ii: :::> <( :. ~ ii: I-a: 0 w s m 8 0 a: C 0 ~ () 0 i:J ~ " ()) > 0 (/) :a: <( m LO cij I co ~ 0 N NW 1/4, SW 1/4 OF SECTION 11, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M R:\Projects\349 (prospect development)\007-15 (weston north)\Dwg\sheets\TDP\WN-er01.dwg 34x22 c·, C -~ ltJ ''"' ro UJ u... RIM 1E= \ LEOEND: I ---xxx---· 1---------xxx---- EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPERTY LINE INTERCEPTOR DITCH WITH ROCK CHECK DAM (SEE DETAIL 5, SHEET C2.1) SILT FENCE (SEE DETAIL 3, SHEET C2.1) --------CLEARING/GRADING LIMITS X·X·X·X·X· EX. STRUCTURE TO BE REMOVED CATCH BASIN INLET PROTECTION (SEE DETAIL 1, SHEET C2.1) D 1"=30' By: By: Know what's below. By: ROCK CONSTRUCTION ENTRANCE (SEE DETAIL 2, SHEETS C2.1) N 30 0 30 -----Scale CITY OF RENTON COMPLIANCE WITH 60 Feet CITY OF RENTON STANDARDS Date: --------------- Date: ---------------- Date: --------------- Call before you dig. By: Date: ---------------- u, z 0 iii > w a: -C: .!!! 0 a, ~ u, ,.; ·.: 0 :c -C Q) E 0) Q) -~ g CJ) C CJJ a -§, ~ 0) c-c LLJ u ·-Q) C = ,-:-;, C . > o a ·~ ~i1J.J;. n... N 0 ~ w I- u, "' u • 0 ..J WO ..J ::, "' • > 0, "' w < I-..J ~ :i:: ..J 0 £1 w 0 . "' ~m w~ ::, I z w > 0, ~ I<: w ., :'5 ..J ~ "' ..J "' w "' WN l!: ~ m :!.. :c I-a: 0 :z UJ I-:c (!J -w :c :z 0 I- UJ w 3: ~ co °' C E 0) C :c "' a $'. ..: -~ CJ) > w ~ ~ :, V') ~ ·c: 0 I CJ) C ·c: a ~ 3: ~ "' ~ I ~ LO N I 0 N 0 ....J ~ C :::;; 0 :a:, CD .!3-::> t; (/) .. a, t;j 0 0:: c;: ~d z 'j ci ..... z 0 1, 0 .. I·-o, e ;,; Q. E 0 u I:'.? (]) (]) C ·o, C (]) 0 u i "' "' "' --0 .,; ~ co ~ x 0 u.. "' (") "' --0 .,; ~ co ~ ()) u ;e 0 w () a: ::, < ::. J:! U:: I-a: 1, w .. m-0 C a: 8 z <( ...J Q. (.) • en • w • 1-- C2.0 C 0 "' .x (.) 0 LJ &i' " (I) > 0 (/) +' "' 0 -' 2 <( Ol l{) ClJ (D 0 N .D Q) L.. NW 1/4, SW 1/4 OF SECTION 11, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M EIELQW INI..ETGRATE.C~ IIOMITfUC VIAW -·· \ ... OVERFLOW BYPA&S (fYP,) 1. Size the Below Inlet Grate Device {BIGD) ftir the !ilQnn watw 8Aruclun;i, it will sef'lice, 2. The BIGO sh/lll! have a built-In h~h-llcw rellefsyutem (owrflqw b)'paila). 3, the ~t.rlev.al &yr;tem must allow 1"$1l1oval of the BIGD. Without spllllrig the.coll~ ma!Q~al. 4. Perform tn<1lnt1;1nance !rt accordance with Standard $pedflcallon.8-01.3(16). ~ PUBLIC W. OR.· l(S ~ DEPARTMENT CATCH BASIN FILTER BTli. PLAN -2Ul,30 MARGH 2008 CATCH BASIN INLET PROTECTION DETAIL N.T.S. ERO~ION CONTROL NOTES 1 . BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 2. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITIED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 3. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 4. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 5. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 6. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST TROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) . INSTAU. CRIVEW;\Y QA.VERT IFT1"EfiE IS A RO/IIJSIOE CIT(IH PRelENT, A8 PER CITY ROAD $TANOAR08 -4'..a'llU,lffl'f~AUS ____/ GEOTEXTILI!: ~-~ Df!JVE'(l'A~ ~ BE f'AYED TO 111E B;lGE OFR--0.WPRIQIHO INSTAL1.Al10N"Of1HE cciN.STRt}CrlPN ~E T0f,VOIJ [)IIJ,lAG)fjG QF IBE ROAll'(l'AY IT~ RECOMMENCEDTHATTI-IE EttTFWK!Ef;>.E.CROWNE080n-l,I.T RONOFF ORNNS OFF'TliE PAD \ / / 1 •. CONprrlQN Q'F u• ,1.1. 99NSTRU.<;r!ON E~RA,N:CE S1iALL BE, STABILIZED WHEREVE,Fl TflAFFIC WILL BE LEAVING /J, CQNsmUCTION SITS. AND TRAYEUNG Oti PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEST OF THE SITE. . GRABTENSIL;.STREBN,GTI-I (ASTr.il (l47~'.) ?.COPSI MIN, GRAllT~NSILC: EtoNGATloN''ASJM Q..16:W 9t<sMAX. ",1Ul£'it-. OURSTSTRENGTI-I IASTM D37f!6·80A¥ <1()0PS1 MlN. AO:i {ASTM [H7Si) 2C-4S(iJ.SStANDARD s:tvEs1ze1 2. DESIGN AN,D IN8TALLA.TIQN 5PEClflC:A,110fi8 2.1. HOC3 FUEL (Wboo BASEO MULCH) MAY BE SUBSTITUTED FOR QR COMBINE·o WITH CiUAr,UtY SPALLS IN ARES THAT '4V!U •.. 80T ae:usED FOR PERMANENT RO.AOS. HOG RJE,L IS NQT RECOMMENDED FOR ENTAANCE ~TABI.LllATIQN IN l)R9N-' AREAS. TH6 IN~PECTORM/W AT MN TIME REQUIR.p THE USE C:l,F QLJAMY SP ALLS IF TllE HQG A.IE.L 18 NOT Pr{EVENTING SEDIMENT FROM BEING TRACKED ONTO PAVl;~ENT OR IF THE HQG f\.JEL 15 BEING (WtRIEP (JNTP PAVEME:NT. 2.2,. Fl;NCJNG. SH.ALL. BE INSTALLEll .a.,$ .Nl;CESSARY TO RE.STf:'UCTJR~fFlCTO Tt-18: (;O~STRUCJION ENIBA~CI;. 2.3: WHENEVER.POSSIBLE, THE· ENTRANCE. ~HALL.BE CONBTRUCJEC ON A FIRM, COMP.ACTED SUBGRADE, THIS cAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAO ANO REDUCE THE NEED FOR MAJNTENANCE, 3. ta'I.Alf\lTENANCE STANDt\R.QS :t ~~:'~e61~~a:~E~~::Ji~~:e1~TN~~~:~~~~~~i~:~ ~::e~P:f:==MEAfiuRES, ta KEEP THE STR1::ET$ FREE QF $!;DIM.ENT. $~LL !:I.EJ,1$E0, ,:HIS MA,Y lNCLUCE STREET SY'/EEl:'tNG, AN [N,CREP,SEJN TH~ DI.MENSl0~$ Qf THE E.NTRAI\I.CE;, OR, THE l~{f[All.ATION QF,THE: YVHEEL WABH . .IF'W..W.HIN.9 IS IJS!:D, 1J !,HALL 6E OOl'IIE ON Ml.AREA COVERED.WITH CRUSHED A.OCK, Af'.'10 WASH.ED WATER SHALL DflA)N TO A.SEDIMENT TRAP C)i:( PQN_D. a.3. Nf'( SEDIMENT THAT 1$ TRACKE;O ONTO PA.VE ME.NT SHALL BE REMOVED IMMEOJATELY BY SWEEPING, THE SEDIME.tff COLLECTED BY $WEEPING SHALL BE REMOVED OR STABIL,IZED ON SITE. THE PAVEMENT $iALL NOT BE CLEANED BY WASHING DOWN THE STREET, EX.GE.PT WHE.N SWE.EPINO. JS INEFFECllVE ANO.THERE 15,A Tl':IREAT TQ PUBLIC.Sl\f:l;ITY. IF IT NE.C.ESSARY TO WASH JHE: STREJ;:TS, A SMAI.L SUMP MUSJ BE CONDUCTED .. THE SEDIMENT WOULD.THEN 8E WASHED lNTO THE.SUMP WHERE tr CAN 6E CONTROLLED AND DISCHARGED APPFtOPR)ATEL V. 3.-4. AJIIY Qi.lAF\RY SPALLS THAT ARE L90Sl:NED fflOM THE P~.AND END \JP QN THE ROAD.WAY SHALL !SE AEMOY!C IMMECI.ATELY. 31.!i. IF VEHICl,.ES ARE 5NTERING. QR 5XITlNG THE SITES AT POINTS OTHER THAN THE COf.lSTRIJ9TION ENTRAl"(Cl:(S}, FENCING SHALL BE INSTALLED TC) QQNTR(JL TRAFFIC. , PUBIJC WORKS Df Pll.RTMENT S'l'.ABILIZED CONSTRUCTION ENTRANCE ST)). PLAlf -215.10 MARCH 2005 CD ROCK CONSTRUCTION ENTRANCE N.T.S. 8. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 9. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 10. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATIENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 11. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 12. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. 13. DURING THE TIME PERIOD OF OCTOBER 1 ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN-WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 14. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETILING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTIOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 15. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITIED TO THE CITY OF RENTON FOR REVIEW. R:\Projects\349 (prospect development)\007-15 (weston north)\Dwg\sheets\ TDP\WN-erdto1.dwg 34x22 NOTIIS 1. CONDITION OF USE ')fiQ." BY 1-4 QI!:. WIRE 0A EtlUIVALENT, IF mANDAR!J $TRE1'4GTH F/18FIIC U$fD ALTERF~-~ • • " 1.1. $i(T F.eN~E MAY'e!': USl:D D.~SLQPE OF ALL p113T(JFl9E;DAal!AS. 1.Z... ,SILT FENCE.I$ NQT !,-iTENOED TQ TREAT CONCEl'fTRAUiC FLQWS. l'jOR IS INTENDEO TO T~1 S_LiijSJ/INTIAL M!,0\.JN:'r,S 9F ~D Fl.OW. .AJS,Y CO~cemAATEO fLOW MOST BE CONVEYED THROUGH THE·ORA_INAGE SYSTEM TOA $EDIM~lRAP QR PQr.lQ. z. DEBIO_N ~D INSTAl.L.ATlbN 8PECIFICATION8 2, 1. TI:iE GE011Q(TILE.USE0 MOS'T.METTHE STANOARtlUSTEO.BELLdW, A.COPY o·F THE MANUFA°CTURf:R'S FABRIC SPECIFICATIONS M'oST BE A\l'AIL.ilBLE ON SITE ;\O~(t,511,ilNi5J.l 3(H00S1E\IE llE(0,50-(11£(,t~)FORSllTF lM SIHOOSIE\/E SIZE '0.3(HU.51y'j'~\ FOR ornrn Fl\~RICS \'l/1.JEll~ORMJ!IJ\/IIY A,<;lt/0491) 0.02SEC"·1MINIMU,1 !i~Aij 1EN51t.E ';lll.E/'KHT(ASIMD4632) 1!lOlflS, t,'Jt( FOR_EXTFIA_SJf\ENGI! fABI\IC jj;Ll!s: WJ0/i. EOR siANDARrr STRENGHT F>,liruc GRAfl"TENSILE El(lNfillllml 1-"Sll.i ~j .l,0% M'-X. ULlWIVlOU\ TE lli51STANCE 11\SJW 00$5 7':l%MN 2.2, $T'ANDAR0 STRENGTH F.6SRIC RS.QUIRES WiRE BACKING TO INCREAS.E THE 8,:REN:GTH OF THE FEN.CE. WIRE ~ING QR ¢L0SeR· POST SPAGJN~ MAY BE RE®JR.EO FOR EXT AA.STRENGTH FABRIC IF FIELD PERFORMANCE W~R,f:{ANT5 A BTR.QtolGER FENCE. 2.3. WHERE .THE FENCE l$ JNSTALLEO, THE.81.PPE SHAl.,1..J~OTBl:.ST5EPE~ THAN ?}i:fV 2.4, 1F A n'P(CAL $1LT FE~ 1$ .USED. THE STANDARD 4~ mENCH.Mt\Y NOT8E ~o.ucE.Q A$.L.CJ.f11G M THE abrrOM 8 u1'.CH.E$ QFTHE.Slll: FENCE JS 'wELL BURIED ANO SECURE. IN A TRENCH THA.T·STAB1L12E$ THE FENCE MID DOES NOT mow WATER TO BYPAS8 OR UNDERMINE. THE SI.LT FENCE:. . . . 3.. MAINTENANCE8TANOARD8 a 1, ·mv DA¥AQE $HAU.. BE R;EPAIR !MMEDllffELY, a2. lF CONCENTRATED FLOES AR!: EVIDENT UPHILJ_ OD THE.FENCE, THEY MUST .BE INTE~CEPTED, ANP CONVBYE.D TOA $ED1ME""1''TAAP OR POND. 3-3, IT JS.IMPQITTANT 1'.0.C.l-1ECIC; THE l,IPHILL SIDE OF THE; F~E FOR SIGNS OF THE FE.t-!QE CLQ.OOING ANO ~c;TIN.G A$ A.W\RfllER TQ FLOW AND THEN CAUSING CHANNE~TJON OF FLOWS PARALLEL TO THE FENCE. If THIS OCCURS, RE.PL.AC~ THE. FENCE OR;REMOVED THE. TRAP !3E.01Ma{f. . . . , . . . "- M. 13ED.1MW MOST eu: ~PdQ\fED; WHE;N 8EQ\MENT ,IS, 6 !NCH~ H!GH, 3.5. IF ·THE FILTER FASRjC.(GEOTEqlLE) HAS DETERIORATED ot,.IE TO ULTRA.VlQLET .BREAKDQWN, IT SHALL 6E REPLACED. PUBLlC WORKS llEPARTMF:NT CD SILT FENCE SILT FENCE DETAIL N.T.S. STD. PLAN -21'.00 MARCH 2008 1~ EXISTING~ 2 FILL GRADE ' ~----- 2 1~ CUT 2' MIN. CD GRADING SETBACK TO PROPERTY LINE N.T.S. KEY ROCK INTO SWALE 0.25' MIN. NOTE: SUMP BEHIND ROCK CHECK DAM SHALL BE INSPECTED DAILY, AND CLEANED WHEN COLLECTED DEBRIS EXCEEDS 1/2,_0F ITS DEPTH. SECTION A-A I 1.25' 0.75' FLOW LINE 3' 0.5' MIN KEY ROCK INTO SWALE 0.25' MIN. SUMP UPSTREAM TYPICAL CROSS SECTION INTERCEPTOR DITCH WITH ROCK CHECK DAM N.T.S. \ Know what's below. Call before you dig. DATUM NAVO 88, PER CITY OF RENTON VERTICAL CONTROL BENCHMARK FOUND CONG. MON. WITH BRASS DISK AND PUNCH DOWN 1.5' IN CASE. 10/09/15 (CITY OF RENTON 2101) ELEVATION=156.06 CITY OF RENTON COMPLIANCE WITH CITY OF RENTON STANDARDS By: Dote: ---------------- By: Dote: ---------------- By: Dote: ---------------- By: Dote: ---------------- "' ~ in > w 0:: -C " B -~ <Xl °' C 0 -0) C :c +-~ C 0 (I) 3: E Ol (I) :.:: .§ g> ~ (I) (I) C > (I) 0 UJ C '5) ::E Ol ~ C +-C LlJ u ,-~ (I) C Q) .:: ,--. C -~ 2 0 -U CL CL ·5 V) Iii > ·c: 0 ?; (I) > (I) C ·c: 0 ::E 3: .... "' ..... N 0 -w I- "' "' u • 0 __J W 0 __J :::> ill • > "' w ~ ... ..I :c ..I 0 S2 w 0 . "' w co w -:c :, I z w > "' ~ 12 w co ..I :l!!. "' ..I "' w "' w !;l! 3:: -co - :c I-a: 0 :z en I-:c (!J -w :c :z 0 I-en w 3: "' ~ I a, I!)-"' .. 10 "' 0 ~ ci z I o ,... z 8 ~ I ·-o, e ~ ll. E 0 u Ii Q) Q) C: "Bl C Q) 0 "O i (") 0. "' ..., -0 co " "' q x 0 u.. (") (") "' "' -0 ~ "' N .... (I) u "" 0 w (.) er :, < :i; N ... ii: I- 0:: -w " co .!!I 0 C 0:: 8 Cl) ...I -~ w C °" Cl) w I- 0 z • 0 • Cl) • w • I- C2.1 C: 0 ~ <) 0 "3 i " Q) > 0 (/) :;; <( a a 01 <O ~ 0 N ..f N .0 ~ NW 1/4, SW 1/4 OF SECTION 11, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M LEGEND: XXX XXX 1"=30' By: By: Know what's below. By: er:'. c._ ~) e--' LO G,"""1 C-:'l uJ u- PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR 30 0 30 60 -----Scale Feet ..IL - CITY OF RENTON COMPLIANCE WITH CITY OF RENTON STANDARDS Date: --------- Date: --------- Date: -------------- Date: "' z 0 cii > w ex: -C .!!! 13 .!! "' .. ~ ., io I c., ... "' c., "' 0 .~ 0 t! I "' 0 ~ .... :c "' ~ ~ E co "' 0 C u 0 ~ .... a, 0) a, .£ C: .c 'B, -"' C: C 0 a, <ll s: 0 .§l u ....: i .... I <ll 0 C <ll O w .£ ~ ., (") gi_gi~ "' "' w u ·-..... -0 <ll C '° =·-C <ll .~ e o ~ ~ Uo..o..v, "' Cl) ~ > x 'C: Q 0 u.. ~ <ll (") > [;l <ll '-0 C '° 'C: CX) 0 ": ::E "' ;?; ~ <Ii ~ ~ ~ 0 N 0 ~ w ti "' <.> • 0 ...J W 0 ...J ::, 00 • > "' ~ w < :i:: ...I 3: 0 C, ...I 0 -111 ... (I) WcaW.,... :C ::> I zW>"' 0 ~ W cc I-~ ...I~ "' ...I "' Wu,WC\I :: .,... al :!., :::c I--a: 0 :z z en <( I-- _. a. :::c C, C, -z w -:::c C <( :z er: 0 C, I--en w 3: C3.0 ..... I .. U'l ~ N I N 0 ...I ~ s ::. :;:, C. ID ::, ·5 (/) .. "' t;:; Q 0:: G: ..... 0 z ci z u CD ·e ll. w (,) 1i: ::, < :!! N I- ii: I-ex: u w .. m ~ 0 ex: L-------.,.,..---..,-----:-:----:--~==-:---:-:--:--:-:-::-:::-------------------------------------------------1.-------------L-------' R:\Projects\349 (prospect development)\007-15 (weston north)\Dwg\sheets\TDP\WN-gr01.dwg 34x22 Call before you dig. By: _____ _ C 0 (/) .::< () 0 i;3 >, CD 'CJ (I) > 0 en ..., (/) 0 __J ::;; <( ~ 0 0) <D ~ 0 N .,.:- N .0 G': ADJUST RIM TO NEW FLOW LINE NILE AVE NE R.O.W. <t. PROP. 36.5' ~ w EXISTING 30' R W 6.5' R/W LL ::e 1------==c..:..c..'-"-'==--'-"-.:.:_-----lt----'---iO~ 22' DEDICATION w ~ IC!> o. 12. 7 ' (DsAWCUT LINE --------- 3" COMP DEPTH CL. B ASPHALT CONG 3" COMP DEPTH ATB 6" COMP DEPTH GRAVEL BORROW 8.o· I 5.o' 1 fil ::e 1-P~R.rD:~1 r,· 6" CONCRETE 6" COMP DEPTH GRAVEL BORROW CEMENT CONG TRAFFIC CURB & GUTTER NOTE: CD NEAT LINE CUT, CLEAN, HEAT AND TACK EXISTING PAVEMENT EDGES WITH SEALER CSS-1 AND SEAL WITH AR4000 AND SAND. SAWCUT SHALL BE MINIMUM 1-FT INSIDE THE EXISTING EDGE OF PAVEMENT. FOUR-FOOT MINIMUM PAVED SECTION REQUIRED. ED FRONTAGE IMPROVEMENT -NILE AVE NE R:\Projects\349 PUBLIC RIGHT-OF-WAY N.T.S. (prospect development)\007-15 (weston north)\Dwg\sheets\TDP\WN-sl01.dwg 34x22 NE 7TH PL R.O.W. <t. PROP. 26.5' ~ EXISTING 14' R 12.5' R/W ~ .----~~~---'--'--~""'----..-----~----i>w 13 , DEDICATION I~ I 8.o' 5.o' is: 7' (DsAWCUT LINE 2.0% 3" COMP DEPTH CL. B ASPHALT CONC 3" COMP DEPTH ATB 6" COMP DEPTH GRAVEL BORROW PLANTER SIDEWALK -H'-'-=.;;..;.,;~-t------lLL 2% 0 w C!> 0 w 6" CONCRETE 6" COMP DEPTH GRAVEL BORROW CEMENT CONC TRAFFIC CURB & GUTTER CD FRONTAGE IMPROVEMENT -NE 7TH PL PUBLIC RIGHT-OF-WAY N.T.S. I-z g; ~I 1 • 0:: w o..~I ROAD <t 11' 10' 1 O' 18" ASPHALTJ THICKENED EDGE 2% 2% ---- 4" HMA 6" CRUSHED----' SURFACING CD TOP COURSE ROAD C PRIVATE ROAD N.T.S. t-1 ~I 5' ::e w cn1 TRAIL ~I I 14' w z l:J I~ 0.. 0 0:: 0.. 5 I 2 LEGEND: CD PROPOSED LOT ~~~-so-~--11 .. ~ PROPOSED STORM CONVEYANCE PROPOSED CATCH BASINS PROPERTY LINE 1 "=30' By: By: Know what's below. By: 30 Scale ,~ ..u. - SETBACK LINE 0 30 CITY OF RENTON 60 Feet COMPLIANCE WITH CITY OF RENTON STANDARDS Date: -------------- Date: -------------- Date: -------------- Call before you dig. By: _____ _ Dote: "' z 0 iii ~ 0:: -C .!!! u " iii .. iii u "' u "' " t ·c 0 " ::c > -~ 00 °' C 0 +-0) C :c +-"' C 0 (]) :s: E . -0) (]) -.§ 0) @ (]) 0 (]) (]) C > C 0 UJ ·ai ~ 0) ~ C +-C u ·-UJ (]) C § '> ·-C ·-!2 0 u a.. a.. V) (I) > ·c: 0 ~ ~ (]) C •c: 0 ~ 3:: ..... ~ - "' 0 ~ w I- "' "' u • Q ...I w Q ...I ::> .. • > a, ~ w < :c..J~o CJ ..J Q -w • "' w al w ,- :C ::> I z w > "' 0 ~ W :8 ... ~ ..J - "' ..J "' W LO W N :3t,...ca~ ::c I-a: 0 :z en I-::c CJ -w ::c :z 0 I-en w 3: It) ~ I .... 0 0 I ! E 0 () I:'! (I) (I) C 'a, C (I) 0 -0 I <") °' "' '() '° ~ ~ x 0 u. <") <") "' '() -0 00 .... .,-; ~ © () 5 z <( _. 0.. en w -I--_. -I-::, ca w I--en ~ I " lO -N'° 10 N 0 ~o z 0 z ti " ·e D.. w u ii: ::> < ::e ~ ii: I- 0:: ti w !I m 8 0 0:: "' C <( 0 a:: C4.0 :;o / u .... 0 7;· () -(/) / (;J a'> (!) ~ " .... 0 (/) " (1) 0 ~ Q. (1) < (1) 0 " 3 (1) :J ~ ~ / 0 0 -...J I -(JJ ~ :E (1) (/) ~ 0 :J :J 0 .... ~ :::r ~ / 0 :E <D / CJ) :::r (1) (1) -CJ) / --! 0 u / ::;: z I Q. .... " .... 0 0 - Q. :E <D (;J a'> X N N Feb 24, ;;,:; . :::, C')~ D) :e -:::,- -I» O'" '"!: CD U> o' C"' . ,, .... ·Cl)". CD -'< 0 0 ::e C: • Q. cp· !f !f I 0 0 0 0 --(D (D 0 ~ • ...... 2016 -9:01AM Last Saved By: EJackson !f I 0 0 -(D z -r-m )> < m N (JJ ·+· 0 0 516.60 ~ 517.55 .. + .... o 517.06 0 518.55 5f7.97 z N. -...J . 519.47 518.88 m ... + ... : .. .. 0 : I CD ':': 0 N OJ +· 0 0 ~ Oc, 'Tl 0 ::r, !C m .,, 519.40 519.56 I If.I~ g!; ~n zt5 trj- m 'Z 1-3 o~:E ~ ~>-1-3 !'? l; :i! 0 O !; 'Z~ C OJ g 0 01 0 0 I 0 ::::s. N 0 ::J ,-+ Q . ti) () Q (D ~ = II + 0 ~ ' II : c.n + 0 < n,.(Jl (D ' ,-+ o· Q - l/) ogr.o + 0 (D (J1 ~~ ~ [ (Xl[ll~ 0 0 01 .;. 0 01 -0 WESTON HEIGHTS NORTH \ \ \ \ \ Client \ 01 N 0 STA 25+54,05 · · EL 516.23 ~ I . rr, ""l "U rr, D rr, : rr::::o l:fTlX , : '<OO '<Z(I) ~ . )> ::;;: "U )> ;;:I -I • '-lro '-1;:oZ I :oZ(I) Or0 : fTl rr, z .- \ z O ffl \ \ . \ I \ \ I I L .... 01 N 0 STA 27+10.25 EL 519.06 WESTON HEIGHTS, LLC 15 LAKE BELLEVUE, STE 102 BELLEVUE, WA 98005 1---------------------------1 (425)869-1300 ROAD & DRAINAGE PROFILES ROBERT FITZMAURICE Contact 01 (;J 0 g: 0 ___ , f'' r ,; ' z m ...... ...... ~ .~ Ul 0 (JJ + 0 0 519.40 O 0) 6 0 519.35 518.80 518.01 518:05 + . 518.34 g 518.06 518.97 51s:10 + .. ·. 519.96 8 519.75 521.08 520:s2 · ·~ (!) . + r-g 522.21 521.89 ,'" 523.16 522:95 ~ ... 524.26 8 524.03 --+. 0 0 N + 0 0 :; 525.31 525:10 526.39 526.17 527.39 527.23 528.16 01 0 0 Civil Engineering Project Management Planning 1724 W. Marine View Drive, Suite 140; Everett, Washington 98201 Office: 425.486.6533 Fax: 425.486.6593 www.sdaengineers.com Ul -0 01 .;. 0 Ul N 0 l I I J .. I I ) -r < . I I \\\ I I I\ STA 6+20.39 EL 518.32 • PVC STA ~+33.93 PVC EL 518.18 r r;-o (/) ~ :j;! . Ul.'1> -+ -...J -...J <D a'> OJ 0, N ii PVT STA 7+58.93 ~ : PVT EL 518.88 .. ~ ... \ ~ rr, ""l "U r5:;o ~::;;: 56 --!CO. -z(I): 0 rr, fTl Z O. \ ... I ~ \ ' ·\ I ~ ~ t .,a . ~ ~ ~ ~ . ( ~· ~ '(Tl () rrl rrr,x l"lz-:i;: -I ~ '-Irr, z -XI~ Ora, Zz rr, \ ~ ~ ~ .. ~ ij * Ul (;J 0 :g :g --N (I) ;,;: (JJ rr, :j;! :II c,r ~C?.uirn . --+ < -...J<O 0. Ol (JJ • a'> a'> (;J STA 11 +36.68 EL 526.95 STA 11 + 72.52 \ J• EL 527.70 01 N 0 01 (;J 0 (JJ a'> 0 <J1 t z ~ ..... i;: .. Cl) ~ ..... i;: 0 ,, Cl) m 0 -I -0 z ..... ..... .. -I 0 ~ z Cl) :c: --0 N (A) z 0 ::c -I :c .. ::c )> z G) m 0 (11 m )> en -I .. ~ • s::: ,., ~~) re°' {ij ~ ( ,_(...i i, KDS REVISIONS Drawn By Horiz. Scale I KDS Designed By SAM Vert. Scale I Checked By SAM 349-007-15 I Approved By '1--2-~ _ ft, I Project No. 02-25-16 g_ Date FIRST -SUBMlTTAL 02-25-1 Oescripfion Date C 0 1/l .Y u 0 LJ >-m "O " > ul +' "' 0 ...J (D 0 N R:\Projects\349 (prospect development)\007-15 (weston north)\Dwg\sheets\TDP\WN-drpro02.dwg 34x22 NW 1/4, SW 1/4 OF SECTION 11, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M 540 · 0 q ~ <'-l + "l 0 or--o oo, PVI STA 31+29.50 PVI EL 527.91 .... 7/Uib'. vc .. · K=38' .HP STA 31+15.04 HP EL 527.76 8~ f"1 N,....: 0 <O · · · · · · · in · · · o c<i r--'.· :<C : .-+ N = ~• . . . . . . . · ..... I" r-.: 1-...J • ,.u,~. + <O· (l)Wg~ 0 (I) a:i '° t') ...J (.!) (.!) ~ ....J ~ w /J) w • (/) (.) 530 · · .·. · ~ ~. · · · · · · · · · · · .•. · · · · · · · · · · · · · · · · o ii:< et -- <O N + '° -..J t') w ~ > I (/) a. >. · I a. EXISTING•· (i GRADE PROPOSE[) <{ GRADE u::, .. (' ,, .. • a 540 · .. 530 .. J1 ---1.35% ·-~-~-· • WESTON HEIGHTS NORTH WESTON HEIGHTS ... 520 · · .. 510 0. t') <0•0 0,. <O CD :o::i t'). 0 O> :I") t'") : lf) r-,. I'-o•<D <O OJ ..-N .... ; c.o ro :m ..-.N r<:r---: r--,::~ (0. co ,,i;c.c.i lO: LO ~ "' st • "' N'N N:N NN NN N·N NT'-1 N•N L(): LO I() .Lf) I() I() I() :LD 1.n: i.n Lfl .LD I{). I() 31+00 32+00 33+00 34+00 PROFILE -PRIVATE ROAD C l_ ---. •· " ····~ ..... • ....... .\520 · 510 1 ... •r--•LD 0.' C'l t') C"J :(',J lO :ID 35+00 5 0 5 10 1"-5' ......•.. ---:7' .. ' .. DATUM NAVO 81:i, PER CITY OF RENTON VERTICAL CONTROL BENCHMARK TOP OF THE MONUMENT• AT THE WEST 1 / 4 CORNER OF SECTION 11-23-5, CITY OF RENTON POINT NO. 2101 EL.= 512.01 FEET (OR 156.060 METERS). . Know what's below. Vertical Scale Feet 40 0 40 80 1"=40' . . . . Horizontai Scale ...... • ........ Feet. ~_ .... 1, CITY OF -RENTON COMPLIANCE WITH CITY OF RENTON STANDARDS By: Date: ---------------- By: Date: ---------- By: Date: ---------- Call before you dig. By: _____ _ Date: Cl) z 0 en ~ a: -C: .!!! 0 u ..J " ~ Cl) ~ !! JI ~ ;.. ::c: N 0 -w I- Cl) "' • 0 w C) ..J ::i co • > "' (/) w < I-..J 3:: ::c: ..J C) C) £l w w m . "' w -::c: ::l I z w > Cl) 0 :.: w "' I-:5 ..J !!l. (/) ..I "' w "' W N ;:: -m :!- :c I-a: 0 :z en I-:c C, -w :I: :z 0 I-en w 3: "' ~ I a, llJ-~~ N 0 -ci z 7 0 .... z g 13 I a, Cl) ·-... e "' Q. w 2 a: ::i < :; N I-u:: I-a: 13 w .l!! m C 0 8 a: Cl) w _. -u. 0 a: CL w C, <( z -<( a: C oO C <( 0 a: C4.2 CITY 01= ~ENTON !=11..E NO. XXXXX At=t=L.1 CANT /OUJNER AWE.SOME. YAH CHURCH, A WASHINCiTON NON-PROFIT CORPORATION-PARCE'.L A WE'.5TON HE'.ICiHTS, LLC, A WASHINCiTON LIMITE'.D LIA!IILITY COMPANY-PARCE'.L !I ENGINEER/ t=L.ANNER SITE'. OE.VE'.LOPMeNT ASSOClA TE'.5 1724 WE.ST MARINE'. VIE'.W DRIVE'. #140 E.VE.RE.TT. WA 90201 CONTACT: SCOTT ME.SIC, Pf. eURYEYOR A.S.P.I. 4532-11 E'.VE'.RCiRl:E'.N WAY E'.VE'.RE.TT, WA 90203 CONTACT: VANCE'. V. !\LUE'., PLS ------------- L.EGAL. OEeCR I t=i I ONe PARCE'.L A: . · . · . • · THAT POITTION OI' THe NORTHwe5T QUARTl!R OI' THe 50UTHwe5T .QUARTeR Of 5eCTION ll, TOWN5HP 23 NORTH, RANc.e 5 eA5T, WJLLAMeTif Ml:&IO!AN, IN KJNq COUNTY, WA5HINqTON, Dt5Cf<l81'.Cl AS FOUOW5: RE'.CORDINCi NO. VOL/PACif. elTE OATA f.Xl5TIN(i ZONINC,: R-6 CiROSS PLAT ARE.A: 107,640 SF (2.+7 ACRES) . PLAT ARE.A ·,,5eqINNINq AT A POINT 15 FeeT NORTH OF THf 50UTHWt5T CORNtR OF THe NORTH HALF OF SAID NORTHWt5T QUARTeR OF THe 50UTHWt5T QUARTeR OF 5A!O 5eCTION ll; THeNCf eA5T TO A POINT w.; FetT wesr OF THe eA5T L!Nt OF SAID 5U80JV!510N: (AFTf.R RIC,HT OF WAY DE'.OICA TION) 98,617 SF (2.26 ACRES) THeNCe NORTH 157.5 l'etT TO THe SOUTH LINe OF THAT TRACT oesc1<1eeo UNOeR ReCOROINq NO. 5~1257; THeNCe wesT 675 l'Ef.T, MDRe OR Le55, .4J.0Nq SAID SOUTH UNe, TO THe Wt5T UNe Of SAID 5U801Vl510N; THeNCe SOUTH ALONq SAID we5T UNe TO THe POINT OF etq!NNINq: excepT THe Wt5T 30 FteT THeReOF, Re5eRveo FOR 140TH AveNUe 50UTHeA5T (Nllf. AVeNUe NORTHeA5D. PARCtL &: TRACT I., WINOWOOO OJV!510N 3, ACCOROIN<; TO me PLAT THeReOF, ReCOROl'.Cl IN VOLUHe 190 OF PLATS, PAqf5 22 THROUGH 27, RfCOR05 0/'; l'.INq COUNTY, WA5HtlqTON. REeTR I CT I ONe ANO EXCEt=T I ONe 1. SUBJf.CT TO R!'.Sf.RVATIONS AND E.XCf.PTIONS CONTAINf.0 IN THE. DE.E.O AS Recoimeo UNOE.R · RE.COROIN(i NUMBE.R 66514, 2. 5UflJE.CT TO NOTICE'. OF CLAIM TO SE.Vf.RE'.D MINE'.RAL INTE'.Rf.ST AS RE'.COROE'.O UNOf.R RE'.COROIN(i NUMBE'.R 20030125002070, · 3, SUBJE'.CT TO NOTICE'. OF CLAIM TO SE'.VE'.Rf.O MINE'.RAL INTE'.RE'.ST AS RE'.COROE'.O UNDE'.R RE'.COIWINCi · NUMBl:R 20030125002079. +. SUBJf.CT TO COVeNANTS , CONDITIONS ANO RE'.STRICTIONS BUT OMITTIN(i ANY COVE'.NANTS OR Rf.STRICTIONS, IF ANY, INCLUDINCi BUT NOT LIMITED TO THOSE. !IASE'.D UPON RACf., COLOR, R!:LIC,ION, SE.)(, Sf.XUAL ORIE'.NTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP. NATIONAL ORICilN, ANCf.STRY, SOURCE OF INCOME, (if.NOEi<. (if.NOE'.R IOf.NTITY, C.l!NDE'.R E'.XPRESSION, Mf.DICAL CONDITION OR C,E'.NE'.TJC INFORMATION, AS SET FORTH IN APPLICABLE. STATE. OR FEDERAL LAWS, EXCE.PT TO THE E'.XTENT THAT SAID COVENANT OR RESTRICTION 15 PERMITTE.O !IY APPLICABLE. LAW, . AS SET FORTH IN THf. DOCUMf.NT eNTITLf.0 'SE'.NS!TIVe AREAS NOTICE. ON TITLE.' AS Re.CORDED UNDER RE'.COROIN(i NUMBl!R 9011241+00. NUMf>E'.R OF LOT5 PROPOSE'.0: ~ LOT I LOT 2 LOT 3 . LOT 4 LOT 5 LOT 6 TR A TR e TR C PRIV ATf. ROAD C ·SQUARE. FOOTAC,e OF LAND IN CRITICAL ARE.AS: SQUARE'. FOOTACif. OF LAND IN CRITICAL AREA BUFFERS · SQUARE. FOOT AC,E. Of LAND IN PUBLICLY DE.OICATf.0 STRf.f.TS . SQUARe FOOT AC,e OF LAND IN PRIVA re ACCE.S5 EA5f.MeNT5 6 32,018 5F 7,305 SF 7,200 5F 7,173 SF 7,200 SF 0,400 SF 5,569 SF 17,539 SF 2,073 SF 4,050 SF 732 SF . 17.807 SF 9,023 5F N/A 5. sue.iecr 'TO COVeNANT5, C0NDITTON5, Rf5Tl<!CTION5, ReCITAL5, Re5eRVATION5, eA5EJ'1eNT5, m=r PROV15JON5. . Ol'.Cl!CA TION5, &UllDINC, 5eT8ACX UNe5, NOTe5, STA TeMeNT5, AND OTHeR MA TTeRS, D' ANY. &UT OMlTTr,Jq ANY COVeNANT5 OR ReSTRICTJONS. D' ANY. INCLUDING &UT NOT UM/TeD TO THD51'. eA5eO \.PON RAce. COLOR, Rl'.UGJON, sex. 5txUAL · Of<leNTA110N, FA111UAL 5TATU5, MAl<!TAL 5TATU5, D15A81UTY, HANOICAP, NATIONAL Ol<l<,ti ANCeSTRY, OR SOURce OF INCOMf. A5 seT FORTH IN APPUCA&Le STATe OR fl'.CleRAL LAWS, exCtPT TO THf eKTeNT THAT 5AIO COVeNANT OR RfSTl<!CTION 15 PeRMJTTeO i;y APPUCA&Le LAW, A5 ser FORTH ON SAID PLAT. · .. ·. MINIMUM NET OENelT"r" CAL..CUL.ATIONe 6. sue.Jeer TO UCeN5e TO CONSTRUCT, oPeRATe AND MAINTAIN A UNe OF WIRf5 ANO POLe5 FOR THe TRAN5M155ION OF eLeCTl<!C CURRfNT THROUGH SAID PRfMJ5f.5 ANO OTHfR PROPfRTY, 50 LONq AS 5AIO POL! LINe SHALL ee useD FOR . I THe TRAN5Ml5510N OF el.f.CTl<!C CURRfNTS, AS qRANTeD &Y MARY C. WNe, TO 5NOQUAU11f. FALL5 POWtR COMPANY, A WA5HINqTON CORPORATION, OATeo AUGUST 16, 1099, ReCORDeO NOYeMetR 20, 1099, IN VOLUHe 245 OF DeeDS, PAqe 330 UNDeR RJ'.COROJNq NUMeeR 103070, RtCORDS OF 5AIO COUNTY. THe De5Cf<lPTION CONT AINeO THE.Rf!N 15 NOT sumcleNT TO oeTeRMINe rrs fXACT LOCATION WITHIN THe PROl'f.RTY HtRf!N De5Cf<!ee0. . 7. SUllJ!!CT TO eA5fMf!IT(S) FOIi THC PVRP05e(5) SHOWN llel.OW ANO f<lc;HT5 INCIDfNTAL TfkRl'.TO. AS qRANreo ti A OOCUMeNT: qRANTeo TO: PACFIC ret.ePHONe AND Ttl!GRAPH CORPORATION PURPOSE, f<lqHT TO PLACE, CONSTRUCT, OPeRAre ANO MAINTAIN, IN5PtCT, ReCON5TRUCT, RtPAI.. RePLACe ANO ~eep Cl£AR Ae1<!AL WIRl'.5, CA8Lt, F!XTUReS AND APPURTeNANces ATIACHeo THeReTO RfCOROING DATe, JUNe 5, 1946 Rl'.COROINq No, 3575506. AFfeCT&. THe De5Cl<!Pl10N CONT A!Neo THfRe!N 15 NOT 5UFFICleNT TO oereRMJNe ITS fXACT LOCATION WITHIN THe PROPeRTY HeReIN oe5Cf<l&l'.Cl. e. 5Ue.JE.CT TO Re5eRVATION5 ANO exctPTIONS CONTAINED IN THe OE.l'.Cl qRANTOR: NORTHfRN PACll'IC RAILROAD COMPANY RfCORDINq NO.: 6651+ Rf5eRVINq ANO exCtPTJNq FROM SAID LANDS 50 MUCH OR SUCH POITTIONS THEREOF A5 ARe OR MAY ee MINERAL LANDS OR CONTAIN COAL OR IRON, ANO ALSO THe use ANO THe 1<1qHT ANO TITIL TO THe use Of SUCH 5URFACe qROUNO A5 MAY ee Ne.c,55AIIY FOR qROUNO 0PeRATION5 ANO THe 1<1qHT OF ACce55 TO SUCH .. ReseRVl'.Cl ANO excepno M!NtRAL LAN05, INCLUDING LANDS CONT AININC, COAL OR IRON, FOR THe PURP05e OF f.XPLOl<!NC;. DeVfl.OPIN<; ANO WORl:IN<l THf LANO. THf COMPANY MAU.5 NO Rff'Re5eNTA TION5 A&OUT THf PReseNT OWNeRSHP OF THe5t. ReseRVtO ANO excepno INTeRe5T5. CiR055 PLAT ARE.A Lf.S5: CRITICAL ARE.AS PUBLIC RIC.HT-OF-WAY Of.OlCATION PRIVATE. ROAD NE'.T SITE. ARE.A 2.15 ACRE'.5 X 6 UNITS Pf.I< Ne T ACRf. MAXIMUM UNITS ALLOWE'.O UNIT5 PROPOSE'.D UJEeTON HEIGHTS NOR,-H . A PORTION OF THf. NW I/~. SW l/ + OF SECTION 11, TOWNSHIP 23 NORTH. RANC,E. 05 . t:A5T. W.M .. OIT'I" OI= RENTON · KINCi COUNTY, WASHIN(jTON = 107,639 5F (2.47 ACRf.5) = 732 SF (0.01 ACRE.5) = 9,023 SF (0.21 ACRf.5) = 4,036 5F (0.09 ACRE.S) = 93,0~0 SF (2.15 ACRE;$) = 12.90 'UNITS = 13 UNITS = 6 UNITS \ '<.., ' ' CITY OF RENTON COMPLIANCE WITH CITY OF RENTON STANDARDS By, Do.te, ---------------- By, Do.te, · ---------------- By, Do.te, ---------------- By, Do.te, ---------------- A.&.F>.I. PRf.P: 02-23-2016 Rf.V: .A !UR .,..~ -~~- ASL vve 4&32-e l!YERGRIEEN UJ.A'I" IEVIEl-?1!'1''1', UJ.A ~2"3 215057 . <42&> 2&2-1ee,4 1 OF 2 ------------------------ CIT"T"' OP ~ENTON Pll-E NO. XXXXX 40 20 0 40 SCAL.e: 1'=40' Ill Ill ~ ~ ; I YICINIT"T"' MA!= SCAL.e: 1' = 2,000' I I I I I I I 0,;~~':/b I I I I 0 c' I 1 1 10 ~\J \ ri,O - 8 7 6 5 4 o0tri,oi. -_ TRACT A ri,O 9 ~·2z:_21·w L=J6.06' ::;c!~~~=---L ___ ~:~:~==~il ___ L ___ ::_ ___ J _____ r~~~i~~---J_~ _____ L ______ l ______ _ R=J00.00' L=l6.06' A=9'39'37" 42.0 ,, rR=100.00' N77 7 A=9°39'37' o •47-:'50-~,.,--+-f&Lt--~") 12 " .50' RIGHT OF NE 1Tfol !=I.ACE WAY D!:DICA TION 1.6' ~'.:· ==«----,,---.·---.., -o,.._----N n•c# 06.70' . ~ -----c.. _e7•27'27'W 542.95' ,..,. ,---, r2.0' N. -----i--x ~----+ (!) L=24.15' 1<!=15.00' A=92'15'03' ---6.50' RIGHT OF WAY DWICATION I'-' REC# I t:; "o,.o~ ---- -"' QUON5!:T HUT I _ 2: • 2 FF=519.16' (ON 222:.00· House FF=527J7' 34.9' 00.06' ® -·-· =, 635.21' - uJ ~ CONC. SLAB) \ · • c: i<> , ./ N66°55'54 ·e 15.69' ~o -~-!. --+----------J t.\iieo·43'tO'f. L 39.45' L=7.30' o · z4.s<:/ 1·75 R=56.Z5' • r:;2.1• N. • 6' WOOD FE.Nee N07°27'27'W 00.06' 60.05' 60.05' I'-' 0 0 !." t: 2l c "' © I'-' 0 .0 b ® z ,., ~ 2l ~ 0 z . - N01•27'27•w-............ 00.06' 1.3' N. LO' N. 70.05' 26.02' 14.01' o.6' e. uJ u ~ .. 0 0 ~ 8 i'.: ~ d ~ 0 z g 0 ;3. .., © b ~ 0 ; © ~ ,u Wu u 0 !." I- ~ <( C I- 0 > <( u 0 -o <( z z I IP L=6.l0' A= 7°25'53" ; , ~ , ~'!)~~z .. ~.z: I'-' :~Ir4. 75· CA Ti:C,ORY m -'" "-:. ~ ~ a: a: I- \ 3 ' ' 2 .,. I 'lf',,~o g b · ceTLAND N67°27'27'W " I I / tf' t'::; g TRACT B euFFeR tv6<~9ei:0,--49.~~-L.._:N.::::0~7~·2~7~·2;1·!w'..._..JL _ _!N~0~7~·2g1~·2-z:.1·~w:__j g f -N0;;::~:·w TRACT A ~ <'.;1,-i., 49.39' so.05· 70.05· I'-' z e,• w1oe cONc. WALL _lO.O-~ 1\;-----;,;j~-~23=0=.3~7~' ~~0~.2~'rN::..-:;.--;~;;;:-;;~-TtR~--L~W[lNJWO~O~DJD!IV~3~~hf ,;~;·;~-r~~~~~~--~~=~~~;d-:==--~=\=~:--~;f-~==~;~~~:=$J;,Ji;~jo o6.0rUNNODAR_!yH COOF n"•n VOL 190, PGS 22-27 . -. 0.9' .I{, -,.ii. . ~ i::; ~ ~ ~,"-~ z o.3' s. -9 4' Hoc, WIRe FeN e o.6' . I Ner10·50·w 625.o;; 350.22· -~ ~--tlt""t'il-~·:3' e. ---__ ....._ \ 0.7' HOU5e I o.•· N. FeNce DILAPIDATE."-~ N IN THIS AI<:1:A. "IJ., • N07°27'27'W 4. = - (DFOUND Re6AR AND (±)FOUND Rl:6AR AND 0' WJDe CONC. WA CAP LS#32434 CAP L5#32434 __ 0.3' 1:A5T Of' N00'!6'07'1: 35145, 0.0' 61:LOW 35145, ON It. BOUNDARY UNI: 11.06' GRAD!:. AT !0/09/2015 ,,..\0 CORNeR. ,_., !0/09/2015 @ FOUND L.eAD AND 0'0 ® FOUND RellAR AND TACK IN TOP OF .-./tP N WALL L5#32+34 \\ " CAP "JO es c-95 ', 35145, AT CORNl:R. AT CORNE:!<:. 10/09/2015 10/09/2015 @ FOUND i<i:BAR AND @ FOUND MONUMeNT IN CA5e AT CAP L5#32434 CALCULA Tl:D 35145, ON It. POSITION. 10/09/2015 10/09/2015 u.JE;,TON I-IEIGI-IT;, NO~TI-I A PORTION OF THe NW I/+, SW I/ 4 OF 51:CTION !!, TOWN5HIP 23 NORTH, RANG!: 05 l:A5T, W.M, C!T'Y' OI= t.!ENTON KING COUNTY, WASHINGTON PReP: 02-24-2016 vve, 2 OF 2 215142 ,-----------EXISTING LANDSCAPING TO REMAIN NW 1/4, SW 1/4 OF SEC. 11, TWP. 23N., ROE. 05 E., W.M. -~ • I • I • I • I -----PROPERTY LINE .-----10' STREET FRONTAGE LANDSCAPE w-·- i---N_8_T27'2t'W 86.78' ~--ss-ss-ss--55-~~~-ss~~~-,-, -QH._.:;_' sl--so--SD--so--so--so--SD--so~j-'~99'~ VERTICAL ----&\&-- 52+ooASPHALT ROAD -ss-ss--ss--ss-ss -----ss-----ss-- ·~~l-----'-·-··_· . 10 STREIT FRONTAGE LANDS:PE .. . _ _ _ ------; ~ -~ 1 :~ ~ ~-~ -'-CC ~ / 3~ . ----------,------------, . ~ . -------G --G -G ------'-"--Q ~4-'-G -G:-o --G ~G--c --G --G --G ..----o.,--......._ . --G--G -...... -S'le,--I ;-, /' -, I I / I I I LU QUONSET HUT FF=519.16' (CONC.) v SF TF EE D SITY REQUIRED 1 •. RE AINE EE 7(CAL. 124"s) (2.) Tl EES REQU ----:;- / --/r- --~"<o I 04·rnuo 18" FRU . \ / / HOUSE FF =527.17' • CONCRETE (TYPICAL) SHOP I ~ - "'-- L er ·~ ~--·--. I I ····1 I ® 7 )385 SF; TREE DENSITY REQUIRED 3 RETAINED TREE 1 (CAL. 26/') (4) TREES REQUIRE / 0 / /· -\- \ 80.29' \ " ,, ... ,.,:.·~ "" 8 7 )539 SF SF 518. / / ~-----PROPERTY LINE ~-----PROPOSED STREET TREES/ SEE DETAIL BELOW/ PLANT SCHEDULE SHEET LA-2 PROPOSED LANDSCAPE FOR WESTON '-----HEIGHTS DEVELOPMENT/ NOT PART OF THIS SUBMITTAL. LANDSCAPE PLAN SCALE: 1 "=20' -0" 0)!2J'f,, ----7'#3 . '-;; / ~ ' / -'S,-_.) ,,.,,. --'V 'V I --\ /z 0.6' s. TI , \ 14·1:fh,\'l 'V I "' ' ''V '-I<. 'V PROPOSED LANDSCAPE FOR WESTON ~---HEIGHTS DEVELOPMENT/ NOT PART OF THIS SUBMITTAL. 'V ~ \'V 'V 'V ~ \ 'V 'V North ~o· SPECIFIED TREE STAKE{S) ~~'\ INSTALL ''TREE BOOT" OR "ARBORGARD" IN LAWN ARc:AS. PLANT TREE 1"-2" HIGHER THAN ltl NURSERY WATERING BASIN--~ 18"x 48" ROOT GUARD ADJACEl'il' TO CURBS AND SIDEWALK UNDISTUR8£D GROUND '.':.IIAPLE REINFORCED RUBBER HOSE OR VINYL W/16 GA, WIRE TIES m;JilJl. 11~---HOSE & WIRE TIES, SEE DETAIL ABOVE REMOVE BINDING TWINE &: TOP 1 /3 OF BURLAP. 2" SETTLED DEPTH WITH SPECIFIED MULCH FERTILILE.R TABLEfS (4-21 GRAM-20-10-5) --1 Bn x 48" ROOT GUARD ADJACENT TO CURBS AND SIDEWALK SCAR/FY PLANTING PIT SIDES AND BOTTOM 6" DEEP, FIRM, NATIVE SOIL MOUND IN H~V'r' SOil$, AUGER 8"x6' DEEP HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PR!OR TD PLANTING. STREET TREE PLANTING & STAKING DETAIL NOT TO SCALE • • ' SD sr I \ SD ,- L w I w /7?4+00 w \ G) 7 )200 SF TREE DENSITY REQUIRED 3 TREES PROPOSED 3 - -- ---------CATEGORY Ill WETLAND BUFFER \ \ ~ w ,-----PROPOSED SIDEWALK -----PROPOSED PLANTER STRIP ,n i, \ \ I \ -----PROPOSED STREET TREES/ SEE DETAIL BELOW/ PLANT SCHEDULE SHEET LA-2 I I PROPOSED LOT NES .. <I:·•, ® \ \ \ \ ' \ \ \ \ \ \ r-.. ------ ® ,, '. '-\ -........ ' TRACT L (REF. 1r: I. ········.•· -.,,, ' en·: ~----EXISTING TREE TO REMAIN (TYPICAL) '------5' CRUSHED ROCK PATH/ 5/8" MINUS 4" DEPTH COMPACTED. FINAL LAYOUT TO BE DETERMINED IN THE FIELD. en uJ u- IN COMPLIANCE WITH CITY OF RENTON STANDARDS 811 I BY: ----------Date: ___ _ Date: ----BY: ---------- BY: ----------Date: ---- Know what's below. \ Call before you dig. L.::B:_:.Y_:_:: ========-__:D:..:a_:_te--=: ===_J STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT ~ BRUCE CAMERON LANE CERTIFICATE No. 375 r.ri V ~ I . ,-; () 0 <!J ...., r.ri -~ ..c: r.ri ~ < <!J ~ g, u en "cl V § § ,.-l ~ ~ Date .Jon. 25, 2016 Scale AS NOTED Drawn BCL Job 01 ~2016 Sheet ~ ~ ~· ,n "' "' -~' N :!, ;::: N "' ~ .,: " e:,' H -< H ~ ~ t:l ~ iS '<-N N 0 ~ ~ LA-1 Of 2 Sheets PLAN~f SCHEDULE BOTANICAL NAME COMMON NAME TREES Fraxinus a. 'Autumn Purple' Autumn Purple Ash Acer circinatum Vine Maple Cercis canadensis Eastern Redbud Pinus contorta 'contorta' Shore Pine ·-Pseudotsuga menziesii Douglas Fir SHRUBS SIZE 2" cal. 1 1/2" cal. 2" cal. 6' 6' COMMENTS Well Branched I Matching/ Drought tolerant. Min. 3 stems/ Well Branched/ Native Well Branched / Matching/ Drought tolerant when established. Well Branched I Matching/ Drought tolerant Well Branched / Matching/ Native/ Drought tolerant. Thuja occidentalis 'Emerald' Emerald Green Arborvitae 5'-6' Full/ Compact/ Matching/ Drought tolerant when established. Full /Compact/Drought tolerant Miscanthus sin.'Morning Light' Dwarf Maiden Grass Polystichum munitum Sword Fern Arbutus u. 'Compacta' Compact Strawberry tree Cistus hybridus White Rockrose Pinus mugo 'Pumilio' Dwarf Mugo Pine Lavandula stoechas Spanish lavender Hemerocallis 'Stella d Oro' Daylily Juniperus squamata 'Blue Star' Blue Star Juniper GROUNDCOVERS Arctostaphylos uva ursi ~ Hypericum calycinum Kinnickinnick Creeping St. John's wort 2 gal. 2 gal. 5 gal. 2 gal. 2 gal. 2 gal. 1 gal 1 gal Full / Compact / Native Full / Compact /Drought tolerant Full /Compact/Drought tolerant Full I Compact /Drought tolerant Full / Compact /Drought tolerant Full / Compact /Drought tolerant Full / Compact /Drought tolerant 4"pots Full/ Compact/ Plant 18" on center/ Drought talerant 4"pots Full/ Compact/ Plant 18" on center/ Drought talerant PLANTING DETAILS INST/1!.l IREE aoor OR "MDORGARD" IN LAWN ~REAS Pl.ANT TREE 1"-2' HIGHER~- WAN IN NURSER"r l\'ATERING 8.1':;IN UNDISTURBED GROIJl,D PRVt.E U:SEASED ANO 8ROKEN aRAr-CHES lf---HO~E & ·11111t rn:s. Sff DETAIL ABOVE R£MO'A: BINrnNG rn,~E & TOP 1/3 OF BUR1_AP. i• SCTTLED !JEPTH WITH SFECIF'rn 1.!IJLCK FERTIUZE:R T,I.SLETS (4-2\ GR/\M-20-10-:>) SCAf11FY PI.AfHING PIT SIDES >ND BOTTOM ' o· DEEP, r·~M. NATIVE I SCJL ),IQUNQ 2< ROOIBALL W.OH-i ~If) HEAVf SOILS AUl;:ER 8"x6' CEEP D -, HO~C (OR UIRIJUGM HAAOPAc'.) FILL WIIH CRUSHi:O HOCK. '1ER<FY GOOD OR,1,W..GE PRIOR TO FL,>.NTJNG. TREE PLANTING & STAKING DE.JAIL fmr 10 $OH s<wcc C R!JNFQRCW RUEBER HOS£ OR \IIN'lt. W/15 GA WIRE TIE~ SPECIF'IED At,1ENO[D BACKFILL SCAA,f'Y PIT SIDES Af.10 BQTTOI.I -----FIRr.l W.TNE SOIL i,<C<J.\D CONIFEROUS TREE PLANTING ANO STAKING DETAIL NOT TO SCALE • • O!BALL WIDTH ~llUNE DISL'SED ANO BROKEN BRANCHES RrnOVE TOP I/~ QF !.iURc>P 2" SEffiEO DEPTH OF SFEClflEO MULCH ~fEP.TIUZC:R T"8LET$/5PECS SPECl~ED AMEIJDEO BACKi'lL CO:JP~.CT ANO '//ATER THORW~HLY FIRM NAllVf. SOL '-!OONO Sf·IF~UB PLANTIN_Q DETAIL fjQT TO SCALE !OVAL SPACIHG r-- 1/l DIA. OF Pl.N'lT ~--f'0 '<--f/=-'4.--\j=-'>t.--\l"-' OR fl;;; :;HOWN ON CRAWING EOG~ OF PA''1r1G OR Pl.A~[ING SEO SHRUB AND CROUNDCOVER SPACINQ __ D~_T Al~ NOT TO SCALE GENERAL NOTES I ANOSCAPE NOTES 1. CONmACfOR SHALL BE RESPOl!SIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE "IPROVEMENTS AND CONDITIOIIS PRIOR TO STARTING LANDSCAPE WORK. 2 CONTRACTOR SHA'_L USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTR1\CTOR IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. (LOCATION SERVICE PHONE: 1-800-424-5555) 3. CONTRATOf, SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE " COliTRA.CTOR SHALL BE RESPONSIBLE FOR COMPUTIIIG SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON-CENTER SPACIIIG FOR PLANTS AS STATED ON THE LANDSCAPE PL.AN AND MINIMUM PLANTING DISTANCES AS 5. GROUl,O COVERS SH.<ILL BE PLANTED IN AN EQUILATERAL TRIANGULAR SPACING PATIERN AT THE ON-CENTER DISTANCES SHOWN ON THE PLAN OR IN THE PLAN SCHEDULE. WHERE GROUND COVER ABUTS CURBING, SIDEWALKS, SIGNS OR POLES. l·AINIMUM PLANTING DISTANCES SHALL BE 12" FROM CENTER OF f'LAl!T TO CURB, SIDEWALK, ETC. MINIMUfJ PLANTlflG OISTNICE SHALL BE 24" FROM CENTER OF TREES ANO SHRUBS. 6. CONTRACTOR SHALL BE RESPONSIBLl FOR PROVIDING THE QUANTITIES OF PLANTS [HAT ARE l!EPRESEN ITIJ BY SY,ilBOLS ON PIAN 7. SUBGRAOE IS TO BE WITHIN 1 /10TH OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTIOII MATERIAL NIil ROCKS i\fiD STICKS LARGER THAN 2" IN DIAMETER 8. NEW BED AREAS, AS SHOWN ON THE PLANS, SHALL RECEIVE A MINIMUM OF 4" DEPTH "CEDARGROVE" COMPOST THEN ROTOTILLED TO A DEPTH OF 8". THEN AN ADDITIONAL 4" MINIMUM OF TOPSOIL IN ALL NEW BED AREAS. 9. ALL BEDS TO RECEIVE A M"IIMU,1 OF 3" FERTI-MULCH. 10. ALL PLANT ,IATEFllAL SHAU_ BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER 11. ALL PLANT MATERIAL SHALL CONFORM TO ANSI 260.1 AMERICAN STANDARDS FOR NURSERY STOCK. LATEST EDITION. A GENERAL: AI.L PLANT MATERIALS FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OF VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH. THEY SHALL BE FULL, WELL-BRANCHED, WELL- PROPORTIONED, AND HAVE A VIGOROUS, WELL-DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDI fiONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. B. TREES, SHRUBS, AIID GROUIIDCOVERS: QUANflTIES, SPECIES, ANO VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. PLAIITS TO BE HrnLTHY, VIGOROUS, WELL-FOLIATED WHEN IN LEAF. FREE OF OiSEASE, INJURY, INSECTS, DEC1\Y, HARMFUL DEFECTS, ANO ALL WEEDS. NO SUBSTITUTIONS SHA, i_ BE MADE WITHOUT WRITTUJ i'J:'PROVAL FROM LANDSCAPE ARCHITECT _QK..QWNE[s 12. CONTRACTOR TO PROVIDE A ONE-YEAR WARRANTY ON ALL PLANT MATERIAL. IRRIGATION ASSESSMENT: A PERMAN ATE IRRIGATION SYSTEM IS NOT REQUIRED FOR THIS LANDSCAPE DUE TO THE USE OF PRIMARILY NATIVE AND DROUGHT TOLERANT SPECIES. A TEMPORARY SYSTEM IS RECOMMENDED FOR ONE YEAR. IN COMPLIANCE WITH CITY OF RENTON STANDARDS 811 I BY: -----------Date: ___ _ Date: -----BY: ----------- ? BY: -----------Date: ___ _ Know what's below. Call before you dig. L.:B~Y::.=======-D:.:a:.:te:::====--: STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHllECf ~ BRUCE CAMERON LANE CERTIFICATE No. 375 rf.J ~ ~ ~ ~ c;' ~ <J.) 00 ...... a 00 -u ~ N u :c, 0 "' ..... rf.J ·--..r:: ~ u N rf.J 00 -< "' < ..: <J.) §< ~ o<3 u ~· "' 'O < ~ § 5 ,.-1 e-< § ,.: i ~ I'! z !:; < f5 "' N N 0 00 :; Date .Jon. 25, 201 6 Scale AS NOTED Dr-awn BCL .Job 01 -201 6 ----------- Sheet LA-2 Of 2 Sheets • I • I • I • North NW 1/4, SW 1/4 OF SEC. 11, TWP. 23N., RGE. 05 E., W.M. CURElANDSCAPING \,0 RIM=518.82' rz:_~' IE=512.49' \ CTR / / / ·...: \ -~~ \ . '• ' \ \ \ I I , . I •· \ CHNL I E.,W. ) QUONSET HUT FF=519.16' (CONC.) 12" FRU . :. ~ .. · '.,,_.,.....=~"' . ,,,----------<--~ •• . ~ ' .. . . .4 :, .., .: " . . .. FRUO 18" FRU .. ~ .. ~-., ~ ' . . ·": : . . ..... ·, . , .·.:. .: . " : . I ... ;' ": HOUSE FF=527.17' \ ' .,4 ·, '! 1.-· . .. •. ·"' . ~ ·. . -. . ~ .··.'. ·.-. ' SHOP 1----. 'V . \ l--v 'V 0.6' S. 'V TREE RETENTION/ REPLACEMENT PLAN SCALE: 1"=20'-0" ~Q' TREE RETENTION CALCULATIONS TREE RETENTION PER RMC 4-4-130 TOTAL NUMBER OF TREES OVER 6" IN DIAMETER ON PROJECT SITE DEDUCTIONS: -TREES IN PROPOSED PUBLIC STREETS: -TREES IN PROPOSED PRIVATE ACCESS EASEMENTS / TRACTS: -TREES IN CRIDCAL AREAS AND BUFFERS: ONSITE TREES SUB-TOTAL: TREES REQUIRED FOR RETENTION: REQUIRED TREES RETAINED: TREES REQUIRING MITIGATION: 27 1 6 20 6 (20 TREES @ 30% FOR R-4 ZONE = 6 TREES) 26 0 ' . d :- ® • ~ \ • ' ~ • • .. j I .. \ \ I --r --w w w 11 //54+00 w w w I wl N87'27'27"W w w -\::.._ --r--- ~~-w-w-w-w-w-~=7-w- ----:,...::.._--t-it---------+/-\_ ....___ t / // // 56+00 I /---+-----1---:;;;t-,--{-..'.._---1 .:.. . - --- ....... ': ' d •, .... '.· 4 ' "·/ ·-· ... ,' ... '"' 'i . . "· -... -: . .. ... \. ·". • ·;,j • .,,, . '.: .. -, -----~--------® \. \ ' ' ' @ 7,200 SF 's· '-'-' ' ' \ \ \ \ ... I I I \ \ \ . \ \ \ I . . \\ 0 \ ® \\ © 7,173 SF \ , 1 , 7,200 SF . ''8 400 SF \ \ . \ ) I \ I \ \ I \ \ I - ·. I (Y) .. . [',.. ~ . . . . . . . . . ' . . --------... \ \ I \ \ •. ~ . : : > -: ·>: ::-:: >>:'''' ''. -\ .. \ I \ ····· \. I \ \ \ \ \ I ',, ~ ' I "' ~ t \~--________ i \@ '~~==-~~.:......~~~\_..J.._-::::::::::::~::\::-__ _J _____ '~,~\.~--~-:·=··-=--~-=--=-·=-=--~·-·- I s.J \ \ \ \ \ \ I \ ·. EXISTING TREE TO REMAIN, TYPICAL----~ PROPERTY LINE ----------J ...... " . '' '. · l:':.:':':' '''' ',''.'. '· .. ''. ·. ALD \. \. \. ·.·.·.·.·.·.·.·,,.·.· .. ·.·.·.·.· ·:.·:.· TRACT L EXISTING TREE TO BE REMOVED---------------------__r IN COMPLIANCE WITH CITY OF RENTON STANDARDS 811 I / Know what's below. Call before you dig. BY: --------Date: ___ _ Date: ----BY: _______ _ BY: --------Date: ___ _ BY: --------Date: '· • • • ·-· -·- <.(J c-> CD Ul u... " C 0 ·a ·;; " "' ~ STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT ~ BRUCE CAMERON LANE CERTIFICATE No. 375 V'l ;: (j.) ~ ~ '/ •n "' <I) "' ·-.... -.a ~ u N u :,t_, 0 .~ ,:: V'l ..c: N u "' V'l < 0, < "' <I) "' ~ §< ::; u "' :;: "Ol (1) g ~ ...:i § ii z ~ '" ;:) '-'" ~ ic: --"' N N 0 F " ;'.l Date JAN. 25, 2016 Scale AS NOTED Dr-awn BCL ..Job 01 ~2016 Sheet TR-1 Of 1 Sheets r SSMH R!M""5Ti,a !E-;51U.JJ' CTR CHML M,S,i::. A PORTION OF THE NW i OF THE SW i OF SECTION 11, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 702 NILE AVENUE NE -KING COUNTY TAX PARCEL #112305-9002 ----·------------~ ... ' ... ' ........... ' ............. : \ \.'I) I I \ \ SOIL DECOMPACTION AND AMENDMENT SPECIFICATIONS: DJ PRIOR TO PLANT INSTALLATION, DECOMPACT AND AMEND SOILS IN THE SHADED AREAS SHOWN IN THIS DETAIL PER THE FOLLOWING SPECIFICATIONS: • MECHANICALLY DECOMPACT SOIL TO A MINIMUM DEPTH OF 12 INCHES. • APPLY 4 INCHES OF ORGANIC COMPOST COMPRISING CEDAR GROVE COMPOSTING "BUILDERS BLEND" (WWW.CEDAR-GROVE.COM; 1-877-SOILS4U) OR APPROVED EQUAL TO THE GRADED AREA. • UNIFORMLY TILL IN COMPOST TO ACHIEVE A UNIFORM MIXTURE OF EXISTING SOIL AND COMPOST WITHIN THE UPPER 8 INCHES OF THE DECOMPACTED SOIL. • RAKE/GRADE FINAL SURFACE TO PROVIDE A UNIFORM APPEARANCE. • APPLY 6" MULCH TO ALL DECOMPACTED AND/OR AMENDED SOIL. SEE MULCH SPECIFICATIONS DETAIL 2-X. TESC NOTES: 1. REFER TO SITE TESC PLAN (DESIGN BY OTHERS). ADJUST, AMEND, AND/OR ADD TO THE TESC MEASURES TO ACCOMMODATE SITE AND WEATHER CONDITIONS AND/OR AS OTHERWISE DIRECTED BY OWNER AND/OR THE CITY OF RENTON. - CD SOIL DECOMPACTION AND AMENDMENT PLAN SCALE= 1:40 GENERAL CONSTRUCTION NOTES: 1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF RENTON CODES, ORDINANCES, AND REGULATIONS. 2. BEFORE THE START OF ANY CONSTRUCTION, A PRE-CONSTRUCTION MEETING MUST BE HELD BETWEEN CITY OF RENTON, THE OWNER, AND THE PLAN DESIGNER. 3. A COPY OF THESE APPROVED DRAWINGS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. Know what's below. Call before you dig. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE. SITE PLAN REFERENCES: CRITICAL AREA SITE PLAN NOTES: RECOMMENDED CONSTRUCTION SEQUENCE: PLANT 0,UANTITY CALCULATIONS (FOR PERMITTING PURPOSES}: 4. SITE CONDITIONS MAY VARY BASED ON SEASON AND/OR TIME OF YEAR. THE CONSTRUCTION CONTRACTOR SHALL'ACCOMMODATE REALIZED AND ANTICIPATED SITE CONDITIONS WHEN COMPLETING THE WORK SHOWN ON THESE DRAWINGS. UTILITY LOCATIONS AND CHARACTERISTICS SHOWN ON THIS DRAWING, IF ANY, ARE BASED ON THE FIELD LOCATION OF THE APPARENT SURFACE EVIDENCE OF ED 1. SITE SURVEY AND PRELIMINARY PLAT PLANS WERE PROVIDED BY SITE DEVELOPMENT ASSOCIATES (1724 W. MARINE VIEW DRIVE #140 -EVERETT, WASHINGTON 98201) TO PREPARE THESE DRAWINGS. SITE SURVEY AND PRELIMINARY PLAT PLANS WERE MODIFIED FOR VISUAL ENHANCEMENT. {!) SOFT SURFACE PATH (DESIGN BY OTHERS). 2. VERTICAL DATUM: NAVO 88 PER CITY OF RENTON VERTICAL CONTROL. 3. BASIS OF BEARINGS: NAO 83-91. @ ® @ ® ® CRITICAL AREA MITIGATION SITE PLAN SCALE= 1:40 PLANTING PLAN NOTES: ·<. ·-. <"· PROVIDE GAP IN CRITICALAREAFENCE FOR PATH CLEARING LIMITS PER TESC PLAN (DESIGN BY OTHERS). DE COMPACT AND AMEND SOILS PER SPECIFICATIONS IN DETAIL 4. INSTALL CRITICAL FENCE AND SIGNAGE AT BUFFER LIMITS (330 LF; 5 SIGNS). SEE DETAIL 2-1 AND DETAIL 2-2. INSTALL NATIVE PLANTS THROUGHOUT ON-SITE BUFFER. SEE DETAIL 2. 1. PROTECT AND ACCOMMODATE EXISTING NATIVE VEGETATION WITHIN WORK AREAS. 2. PRIOR TO PLANT INSTALLATION, DECOMPACT AND AMEND SOILS PER DETAIL 3. 1. REQUEST AND ATTEND PRE-CONSTRUCTION MEETING WITH OWNER. 2. DECOMPACT AND AMEND SOILS (SEE DETAIL 3). 3. INSTALL NATIVE PLANTS (SEE DETAIL 2). 4. INSTALL MULCH (SEE DETAIL 2-3). 5. INSTALL CRITICAL AREA FENCE AND SIGNAGE (DETAIL 2-1 AND DETAIL 2-2). 6. MAINTAIN AND MONITOR MITIGATION FOR 5 YEARS (SEE SHEET 2). TEMPORARY IRRIGATION REQUIREMENTS: PLANTED AREA= 12,206 SF SOIL DECOMPACTION/AMENDMENT AREA= 4,877 SF PLANTED AREA BUFFER ENHANCEMENT (12,206 SF) REQ'D PER STD SPACING 147 TREES (9' OC) 342 SHRUBS (6' OC) 3. PLANT MATERIAL QUALITY AND LOCATIONS SHALL BE INSPECTED BY PLAN DESIGNER PRIOR TO INSTALLATION. TEMPORARY IRRIGATION SHALL BE PROVIDED FOR TWO (2) GROWING SEASONS FOLLOWING PLANT INSTALLATION. IRRIGATION SHALL BE PROVIDED BY AN ABOVE GROUND AUTOMATIC SPRINKLER OR AUTOMATIC DRIP IRRIGATION AND SHALL PROVIDE A MINIMUM RAINFALL EQUIVALENT OF 1 INCH PER WEEK FROM JUNE 15 THROUGH SEPTEMBER 15. IRRIGATION SHALL BE APPLIED IN A MANNER THAT MAINTAINS PLANT HEALTH, PREVENTS WILTING, AND PROMOTES DEEP PLANT ROOT SYSTEMS. ED PLANTING PLAN SCALE= 1:20 4. PLANT LOCATIONS SHOWN ARE APPROXIMATE. ADJUST PLANT LOCATIONS TO ACCOMMODATE SITE CONDITIONS AND/OR PER PLAN DESIGNER AT THE TIME OF INSTALLATION. 5. SEE SHEET 2 FOR PLANT INSTALLATION DETAILS AND SPECIFICATIONS. 6. FOLLOWING PLANT INSTALLATION, PLACE MULCH AT THE BASE OF PLANTS PER DETAIL 2-3. ~------------------------~--~- PER PLAN 147 TREES 354 SHRUBS TREES @® © SHRUBS 8@ ®e ®e e 5. THE CONSTRUCTION CONTRACTOR SHALL BE RESPONSIBLE FOR ~:gi~~~~itiii~~~~~~~~1~~~~:, ;~~E;~¥~~~fr{ NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF THE WORK SHOWN ON THESE DRAWINGS. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE TRAFFIC CONTROL IN ACCORDANCE WITH ANY AND ALL CITY OF RENTON STANDARDS. COMMON NAME SCIENTIFIC NAME SIZE/FORM BIGLEAF MAPLE ACER MACROPHYLLUM 2 GALLON CONTAINERIZED DOUGLAS-FIR PSEUDOTSUGA MENZIES// 2 GALLON CONTAINERIZED WESTERN REDCEDAR THUJA Pl/CATA 2 GALLON CONTAINERIZED EXISTING STRUCTURES. THE UNDERGROUND ROUTING AND CONDITION OF BURIED UTILITIES HAS NOT BEEN VERIFIED OR CONFIRMED. ADDITIONAL UTILITY LOCATION AND MAPPING MAY BE REQUIRED. FIELD LOCATE, VERIFY DEPTH OF, AND ADEQUATELY PROTECT ALL UTILITIES PRIOR TO THE START OF WORK. QTY SPACING 50 AS-SHOWN 78 AS-SHOWN 19 AS-SHOWN TOTAL TREES= 147 VINE MAPLE ACER CIRC/NATUM 2 GALLON CONTAINERIZED 30 AS-SHOWN WESTERN SERVICEBERRY AMELANCHIER ALNIFOLIA 2 GALLON CONTAINERIZED 49 AS-SHOWN BLACK HAWTHORN CRATAEGUS DOUGLAS// 2 GALLON CONTAINERIZED 30 AS-SHOWN OCEANSPRAY HOLODISCUS DISCOLOR 2 GALLON CONTAINERIZED 50 AS-SHOWN REDFLOWER CURRANT RIBES SANGUINEUM 2 GALLON CONTAINERIZED 50 AS-SHOWN BALDH IP ROSE ROSA GYMNOCARPA 2 GALLON CONTAINERIZED 57 AS-SHOWN COMMON SNOWBERRY SYMPHORICARPOS ALBUS 2 GALLON CONTAINERIZED 88 AS-SHOWN TOTAL SHRUBS = 354 PLANT MATERIAL SOURCE AND SPECIFICATIONS: PLANTS SHALL BE DERIVED FROM STOCK ACCLIMATED TO WESTERN WASHINGTON ENVIRONMENTAL CONDITIONS, HAVING BEEN CONSISTENTLY CULTIVATED AND GROWN UNDER SIMILAR CONDITIONS. ACCEPTABLE PLANT SUPPLIERS INCLUDE STORM LAKE GROWERS (WWW.SLGROWERS.COM), SOUND NATIVE PLANTS (WWW.SOUNDNATIVEPLANTS.COM), OR APPROVED EQUAL. PLANTS SHALL BE NATIVE TO THE PACIFIC NORTHWEST, PREFERABLY THE PUGET SOUND REGION OF WASHINGTON STATE. PLANTS SHALL BE PROPAGATED FROM NATIVE STOCK; NO CULTIVARS OR HORTICULTURAL VARIETIES ARE ALLOWED. SALVAGED PLANTS ARE NOT ACCEPTABLE. PLANTS SHALL BE NORMAL IN PATTERN OF GROWTH, HEALTHY, WELL-BRANCHED AND HAVE ALL LEADERS AND BUDS INTACT. TREES SHALL NOT HAVE SUNSCALDS, DISFIGURING KNOTS, FRESH CUTS OF LIMBS, DAMAGED LEADERS, AND/OR DEFORMED TRUNKS. CONTAINERIZED PLANT STOCK SHALL BE GROWN IN A CONTAINER LONG ENOUGH TO DEVELOP A ROOT SYSTEM THAT REACHES THE EDGES OF THE CONTAINER IN WHICH IT HAS GROWN. TREES AND SHRUBS SHALL BE WELL ROOTED AND SHALL HAVE SUFFICIENT ROOT MASS TO HOLD TOGETHER THE SOIL, IN WHICH PLANT IS GROWING, WHEN REMOVED FROM THE POT. -. -- <.O C:J c,,J l..(".} (."-1 m l Ll LL. z :3 Q. :c z~ Qo ~z <( z ~o t: ~ ~~ <( s w .. ~o ...I ~ <( <( u ...I -Q. ~ -0:: u VI LU b z LU ~ C ci z • u C: -bD C: ·-,±! ::, u, C: 0 u "C C: n:J +:i QI s -n:J 3 QI V) u, .... u, 0 d, ~ [g N i,j C: 0 f i:.: z LU :; u .;; "' LU 0:: C C < LU I- iii DATE: 02/05/2016 JOB NUMBER: 16-107 DESIGN BY: ES DRAWN BY: EARC CHECK BY: ES U'l 0 0 N "' 0 "' .-< z .. :l w 0 I-I- -' "' \!J ~ ' z w -:::, :c :c > i \!) w w _J -' :c w U.J "' z w :::, g "" > ::'i LU "' -' LU -' 3: U) w .-< "' N z 8 UJ 0 "' I-' z \!J Ln 0 w z "' :::, :c N z ~ .-< w .-< ;;; 5 ci LU 'z =! z _J z 0 UJ I-u N 2 0:: 0 w < r--0:: 0.. Planting Plan, Plant Schedule, & Notes SHEET: 1 OF 2 .------10' MAX -----<•-ii 5" MIN. DIA. ROUGH ,---CUT WOOD RAIL - UNTREATED (TYP) T ry,/ I 11 12" -18" I\ (lhl 3' MIN. J_ 1, \v;1 \l1f/ MOUND TO DRAIN AWAY FROM POST -----=·--- CRITICAL AREA SIGN EVERY 100 LF OR 1 PER ai-a-tt--H+;t-----t--LOT/TRACT, WHICHEVER ..._._.., IS GREATER. ----==::::-=----= -==----===----- 101 I/ I \1,,//jl 6"MIN.DIA.SQUAREOR eJ.Jt----ROUND ROUGH CUT WOOD In POST-UNTREATED (TYP) CRITICAL AREA • I"' NON-BUFFER -----BUFFER _ __,,_,,___ _ _ __,_ i 11 Ii\ II: 11i-1----CRITICAL AREA SIGN \ I 1 \ 1 ,, I Ui'.Jl,I CRITICAL AREA FENCE ---ti-re( i 11s,111, I \ \ \i 1r,'1 l1 I 1!) I \ I \I/Ii 1 '1 \ I il1 LIi,, I %" MINUS CRUSHED ROCK N~:,,,Y~---BACKFILL. COMPACT TO 95% CRITICAL AREA FENCE INSTALLATION NOTES: 2'MIN. MIN. DENSITY CD CD 1. FENCE SHALL BE COMMERCIALLY AVAILABLE POST AND RAIL SYSTEM PER THE MIN. SPECIFICATIONS SHOWN IN THIS DETAIL. 2. WOOD SHALL BE WESTERN REDCEDAR OR EQUAL. l CRITICAL AREA FENCE INSTALLATION DETAIL NO SCALE Wetland Sensitive Area Boundary Help protect and care for this area. Please contact King County at 296-66611 with questions or COOcems. CRITICAL AREA SIGN DETAIL NO SCALE SPECIAL NOTE: MULCH SHALL BE APPLIED TO ALL DECOMPACTED AND/OR AMENDED SOILS TO A MIN. DEPTH OF 6 INCHES. PLACE TOP OF ROOTBALL 1 INCH ABOVE THE LEVEL OF NATIVE SOIL. BEFORE MULCH, POTTING SOIL SHOULD BE VISIBLE. PLACE 1 FOOT RADIUS MULCH CIRCLE AT BASE OF INSTALLED PLANT. MULCH DEPTH= MINIMUM 6 INCHES. I MIN. 1.5 TIMES THE I WIDTH OF THE ROOTBAL~ CRITICAL AREA SIGN NOTES: 1. SIGN CONTENT, COLOR, AND MATERIAL SHALL CONFORM TO CITY OF RENTON STANDARDS. 2. SIGNS SHALL BE POSTED AT THE OUTER LIMITS OF THE CRITICAL AREA (WETLAND OR STREAM) BUFFER FACING AWAY FROM THE CRITICAL AREA. 3. SIGNS SHALL BE POSTED EVERY 100 LF OR 1 PER LOT/TRACT, WHICHEVER IS GREATER. 4. ATTACH TO FENCE USING 5/16" DIA. GALVANIZED LAG BOLT. IF POST IS USED, SET POST A MINIMUM OF 3' BELOW GRADE. POST SHALL BE SET IN CONCRETE. 5. IF SIGN PLASTIC, GLUE SIGN TO 1/2" CDX PLYWOOD PRIOR TO ATTACHING TO FENCE. MULCH SPECIFICATION: MULCH SHALL BE COMMERCIALLY AVAILABLE "DOT WOOD CHIP MULCH" (WWW.PACIFICTOPSOILS.COM; 425-337-2700), ARBORIST CHIPS, OR APPROVED EQUAL. MULCH SHALL NOT CONTAIN RESIN, TANNIN, OR OTHER COMPOUNDS IN QUANTITIES THAT WOULD BE DETRIMENTAL TO PLANT LIFE. MULCH SHALL NOT BE DERIVED FROM STUMP GRINDINGS AND SHALL NOT CONTAIN SOIL. HOG FUEL OR EQUAL IS NOT ACCEPTABLE. SUBJECT TO REVIEW BY THE PLAN DESIGNER, LOCAL ARBORIST AND/OR COMMERCIAL TREE TRIMMING COMPANIES MAY BE ALTERNATIVE ACCEPTABLE MATERIAL SOURCES (WWW.CHIPDROP.IN). PLACE 1 FOOT RADIUS MULCH CIRCLE AT BASE OF INSTALLED PLANT. MULCH DEPTH= MINIMUM 6 INCHES. I MIN. 1.5 TIMES THE I WIDTH OF THE ROOTBALL PLACE TOP OF ROOTBALL 1 INCH ABOVE THE LEVEL OF NATIVE SOIL. BEFORE MULCH, POTTING SOIL SHOULD BE VISIBLE. TREE AND SHRUB INSTALLATION DETAILS NO SCALE -------------------- MONITORING & MAINTENANCE PLAN PLAN GOALS, OBJECTIVES, AND PERFORMANCE STANDARDS: PLAN GOALS, OBJECTIVES, AND PERFORMANCE STANDARDS ARE OUTLINED IN THE TABLE BELOW. THE GOALS AND OBJECTIVES OF THIS PLAN ARE CONSIDERED ACHIEVED WHEN THE PERFORMANCE STANDARDS ARE SATISFIED. MONITORING PLAN (DURATION= 5 YEARS): AS-BUILT SCHEDULE: IMMEDIATELY FOLLOWING CONSTRUCTION FOLLOWING COMPLETION OF THE WORK SHOWN ON THIS PLAN, A QUALIFIED PROFESSIONAL SHALL PREPARE AN AS-BUILT OF THE WORK COVERED BY THIS PLAN. THE AS-BUILT SHALL SUMMARIZE THE COMPLETED WORK AS WELL AS ANY DEVIATIONS FROM THE APPROVED VERSION OF THIS PLAN. IN ADDITION TO THE AS-BUILT, BASELINE MONITORING DATA SHALL BE COLLECTED AND PERMANENT PHOTO POINTS SHALL BE ESTABLISHED. BASELINE MONITORING DATA AND PHOTOGRAPHS SHALL BE CONSISTENT WITH THAT DESCRIBED FOR "ANNUAL MONITORING" (SEE BELOW). THE AS-BUILT AND BASELINE MONITORING DATA SHALL BE SUBMITTED TO THE CITY OF RENTON NO LATER THAN 30 DAYS FROM THE DATE THAT THE WORK SHOWN ON THIS PLAN HAS BEEN COMPLETED. ANNUAL MONITORING {5 YEARS) SCHEDULE: QUARTERLY DURING THE FIRST YEAR FOLLOWING PLANT INSTALLATION AND THEN ANNUALLY FOR 4 ADDITIONAL YEARS. FOLLOWING ACCEPTANCE OF THE AS-BUILT, ANNUAL MONITORING SHALL BE COMPLETED FOR A PERIOD OF FIVE (5) YEARS. ANNUAL MONITORING SHALL BE COMPLETED BY A QUALIFIED PROFESSIONAL AND SHALL COMPRISE DETAILED SITE ASSESSMENTS AND REPORTING PER THE FOLLOWING SCHEDULE: • QUARTERLY DURING THE FIRST YEAR (YEAR 1) FOLLOWING INITIAL PLANT INSTALLATION; AND • IN AUGUST OR SEPTEMBER OF THE SECOND THROUGH FIFTH YEARS (YEAR 2 THROUGH YEAR 5) FOLLOWING INITIAL PLANT INSTALLATION. EACH DETAILED SITE ASSESSMENT SHALL TO EVALUATE SITE CONDITIONS PER THE CURRENT YEAR'S PERFORMANCE STANDARDS. THE FOLLOWING INFORMATION SHALL BE COLLECTED AND ASSESSED RELATIVE TO THE PERFORMANCE STANDARDS ESTABLISHED FOR THE PROJECT: • THE PERCENT SURVIVAL OF INSTALLED PLANT STOCK (YEAR 1 THROUGH YEAR 2 ONLY). A DIRECT COUNT INVENTORY AND ASSESSMENT OF ALL INSTALLED PLANTS SHALL BE USED TO EVALUATE PERCENT SURVIVAL. THE RATIONALE FOR POOR CONDITIONS, IF PRESENT, WILL BE DETERMINED TO THE EXTENT FEASIBLE. • THE PERCENT COVERAGE PROVIDED BY INSTALLED PLANT SPECIES (ALL YEARS). INSTALLED PLANT STOCK PERCENT COVERAGE SHALL BE - ASSESSED USING-APPROPRIATELY SIZED SAMPLE PLOTS OR LINE INTERCEPT TRANSECTS. • THE SPECIES COMPOSITION OF AND PERCENT COVERAGE PROVIDED BY NOXIOUS WEED SPECIES (ALL YEARS). SPECIES COMPOSITION AND PERCENT COVERAGE BY NOXIOUS WEEDS SHALL BE ASSESSED USING SAMPLE PLOTS OR LINE IN_TERCEPT TRANSECTS. IN ADDITION TO THE DATA COLLECTION AND ANALYSIS REGARDING PLANT COMMUNITY CONDITIONS, PHOTOGRAPHS OF EACH WORK AREA SHALL BE TAKEN FROM THE PERMANENT PHOTO POINTS ESTABLISHED DURING THE AS-BUILT. QUARTERLY MONITORING REPORTS SHALL BE SUBMITTED TO THE CITY OF RENTON NO LATER THAN 30 DAYS FOLLOWING EACH MONITORING ASSESSMENT. ANNUAL MONITORING REPORTS SHALL BE SUBMITTED TO THE CITY OF RENTON NO LATER THAN OCTOBER 31 OF THE RESPECTIVE MONITORING YEAR. CONTINGENCY PLAN: SHOULD ANY COMPLIANCE MONITORING ASSESSMENT REVEAL THAT THE PERFORMANCE STANDARDS FOR THE RESPECTIVE YEAR ARE NOT SATISFIED, THE PERMITTEE SHALL WORK WITH THE CITY OF RENTON TO DEVELOP A CONTINGENCY PLAN TO ADDRESS THE DEFICIENCY(IES). CONTINGENCY PLANS CAN INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING ACTIONS: 1. ADDITIONAL PLANT INSTALLATION; 2. EROSION CONTROL; 3. HERBIVORY PROTECTION; 4. MODIFICATION TO THE IRRIGATION REGIME; AND/OR 5. PLANT SUBSTITUTIONS OF TYPE, SIZE, QUANTITY, AND LOCATION. SUCH CONTINGENCY PLAN SHALL BE SUBMITTED TO THE CITY OF RENTON BY JANUARY 31 OF ANY YEAR WHEN DEFICIENCIES ARE DISCOVERED. UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON, ACTIONS SPECIFIED ON AN APPROVED CONTINGENCY PLAN MUST BE COMPLETED WITHIN 60 DAYS. IF THE FAILURE IS SUBSTANTIAL, THE CITY OF RENTON MAY EXTEND THE COMPLIANCE MONITORING PERIOD FOR THE WORK SHOWN ON THESE DRAWINGS. MAINTENANCE PLAN: THIS SECTION PROVIDES A GENERAL OVERVIEW OF THE MAINTENANCE PROGRAM NECESSARY TO ENSURE THE PERFORMANCE STANDARDS ESTABLISHED FOR THIS PLAN ARE ACHIEVED. NOXIOUS WEED CONTROL FOLLOWING PLANT INSTALLATION AND AT REGULAR INTERVALS DURING THE MONITORING PERIOD, NOXIOUS WEED CONTROL SHALL OCCUR ON A SPOT TREATMENT BASIS WITHIN EACH WORK AREA. TARGET NOXIOUS WEED SPECIES SHALL INCLUDE THE FOLLOWING: ALL CLASS "A", "B", AND "C" NOXIOUS WEEDS (INCLUDING NON-REGULATED "B" AND "C" NOXIOUS WEEDS) IDENTIFIED ON THE LATEST KING COUNTY NOXIOUS WEED LIST. NOXIOUS WEED CONTROL WORK SHALL CONSIST OF THE CUTTING AND REMOVAL FROM THE SITE OF ALL NOXIOUS WEED SPECIES STEMS, CANES, RUNNERS, SHOOTS, SEED PODS, FRUITING BODIES, AND LEAVES PER THE FOLLOWING METHODS: 1. HAND PULLING. 2. MANUALLY CUTTING USING MACHETES, LOPPERS, AND/OR CLIPPERS. SPOT TREATMENT SHALL OCCUR MONTHLY AND/OR AT A GREATER FREQUENCY, IF NECESSARY, TO CONTROL NOXIOUS WEED SPECIES TO A MAXIMUM OF 10% OR LESS COVERAGE. - DURING ALL NOXIOUS WEED CONTROL WORK, EXISTING OR PLANTING NATIVE VEGETATION SHALL BE PROTECTED FROM DAMAGE. GENERAL MAINTENANCE EACH WORK AREA SHALL BE MAINTAINED AT REGULAR INTERVALS DURING THE MONITORING PERIOD TO PROMOTE THE SUCCESSFUL ESTABLISHMENT AND VIGOROUS GROWTH OF THE INSTALLED PLANT STOCK. GENERAL MAINTENANCE SHALL INCLUDE: 1. WEEDING THE BASE OF INSTALLED PLANTS. 2. RE-APPLYING BARK MULCH TO MAINTAIN A 6" MINIMUM APPLIED THICKNESS-YEAR 1 ONLY. 3. THE PRUNING OF INSTALLED PLANTS TO REMOVE DEAD WOOD AND PROMOTE VIGOROUS PLANT GROWTH AND PROPER FORM. 4. THE REPLACEMENT OF PLANTS THAT APPEAR TO BE IN DISTRESS AND/OR DISEASED. 5. THE REMOVAL OF TRASH, LITTER, AND/OR OTHER NON-DECOMPOSING DEBRIS. GENERAL MAINTENANCE WORK SHALL OCCUR MONTHLY DURING THE GROWING SEASON AND/OR AT A FREQUENCY OTHERWISE NECESSARY TO ENSURE THE SUCCESSFUL ESTABLISHMENT AND VIGOROUS GROWTH OF THE INSTALLED PLANTS AND/OR THE CONTROL OF NOXIOUS WEEDS. TEMPORARY IRRIGATION TEMPORARY IRRIGATION SHALL BE PROVIDED FOR TWO (2) GROWING SEASONS FOLLOWING PLANT INSTALLATION. IRRIGATION SHALL BE APPLIED PER THE SPECIFICATIONS DESCRIBED ON SHEET 1. PLAN GOALS, OBJECTIVES, MONITORING SCHEDULE, & PERFORMANCE STANDARDS TO SUCCESSFULLY ENHANCE ON-SITE TO INSTALL AND SUCCESSFULLY CRITICAL AREA BUFFER. ESTABLISH NATIVE PLANTINGS (TREES AND SHRUBS) WITHIN CRITICAL AREA BUFFER. YEAR 1: QUARTERLY YEARS 2, 3, 4, & 5: • 100% SURVIVAL BY INSTALLED PLANTS AFTER THE FIRST GROWING SEASON. THIS STANDARD CAN BE MET THROUGH PLANT ESTABLISHMENT OR REPLANTING, AS NECESSARY, TO ACHIEVE THE REQUIRED PLANT NUMBERS. TO LIMIT NOXIOUS WEED SPECIES WITHIN ON-SITE CRITICAL AREA BUFFER. TO PROVIDE FULL INITIAL CONTROL OF NOXIOUS WEED SPECIES AND THEN TO MINIMIZE THE GENERAL PRESENCE OF NOXIOUS WEED SPECIES. LATE SUMMER YEAR 1: QUARTERLY YEARS 2, 3, 4, & 5: LATE SUMMER • 85% SURVIVAL BY INSTALLED PLANTS AFTER THE SECOND GROWING SEASONS. • 60% AVERAGE COVERAGE BY NATIVE WOODY PLANT SPECIES AFTER THE FIFTH GROWING SEASON. UP TO 20% OF THE NATIVE WOODY PLANT SPECIES COVERAGE MAY BE COMPRISED OF DESIRABLE NATIVE COLONIZING SPECIES. • LESS THAN 10% COVERAGE BY ALL CLASS "A", "B", AND "C" NOXIOUS WEEDS (INCLUDING NON-REGULATED "B" AND "C" NOXIOUS WEEDS AND "WEEDS OF CONCERN") IDENTIFIED ON THE LATEST KING COUNTY NOXIOUS WEED LIST. -------------~---·,.··------·-···· ---------- CG C ~ """ e;.-...~ OJ LLJ LL. z :3 I Q. :c z~ Qo I-z < z ~o !::: I- ~ ~ <s w u. ~o ...I I- < :3 ~ Q. I-I -0::: u "' w b z w ~ 0 0 z • u C - bO C ·-~ :::s Ill C 0 u "tS C ra +:i C1l 3: --ra 3: C1l V, "' ... "' 9 en "' :::: "' N ai C: 0 ..c: Q. ~ 0 00 en C: 0 .. C: 1: "' 111 ~ ,,:: :!= u iii u. ' 0 00 00 " 0 "' 0 Q. N z 0 0 0 UJ r er z <D Lfl w z g ui ~ I ~ ~ ~ ~ d 0 w "Z C ...J Z ...J < z Ow f-u w (',.J z cc ~ ~ ~ ~ DATE: 02/05/2016 JOB NUMBER: 16-107 DESIGN BY: ES DRAWN BY: EARC CHECK BY: ES Details, Maintenance & Monitoring Plan SHEET: 2 OF 2 _______________________ J