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Home My WebLink AboutLarge Format• ' OWNER/DEVELOPER= NEW LIFE CHURCH 15711 152ND AVENUE S.E. RENTON, WA. 98058 PHONE: ( 425) 226-0880 CONSULTANT CHURCH DEVELOPMENT CONSULTANTS P.O. BOX 1526 DUVALL, WA 98019 PHONE: ( 425) 788-9892 FAX: (425) 222-5589 CONTACT: KATHI BRESLER CIVIL ENGINEER/LAND USE PLANNER= BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72nd AVE. SOUTH KENT, WA 98032 PHONE: ( 425) 251-6222 FAX: (425) 251-8782 CONTACT: DANIEL K. BALMELLI / IVANA HALVORSEN GEOTECHNICAL ENGINEERING= ASSOCIATED EARTH SCIENCES, INC. 911 5TH AVENUE, SUITE 500 KIRKLAND, WA 98033 PHONE: (425) 827-7701 CONTACT: KURT MERRIMAN SURVEYOR ESM 11714 NORTH CREEK PARKWAY N, SUITE 101 BOTHELL, WA 98011-8203 PHONE: (425) 415-6144 FAX: (425) 415-0924 CONTACT, RICK A. FOXWORTHY LANDSCAPE ARCHITECT= BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72nd AVE. SOUTH KENT, WA 98032 (425) 251-6222 FAX (425) 251-8782 ECOLOGIST: SEWELL WETLAND CONSULTING, INC. 1103 WEST MEEKER STREET, SUITE 101 KENT, WA 98032 (253) 859-0515 CONTACT: ED SEWELL UTILITIES AND SERVICES: WATER: SEWER: CEDAR RIVER WATER AND SEWER DISTRICT 18300 SE LAKE YOUNGS RO. RENTON, WASHINGTON 98058 CEDAR RIVER WATER AND SEWER DISTi<ICT 18300 SE LAKE YOUNGS RD. RENTON, WASHINGTON 98058 POWER/GAS: PUGET SOUND ENERGY 10885 NE 4TH BELLEVUE, WA 98009-9734 (425) 455-5120 (888) 321-7779 TELEPHONE: ESCH ELON 13035 GATEWAY OR, SUITE 119 TUKWILA, WA 98168 CABLE: COMCAST (877) 824-2288 GARBAGE: RABANCO EASTSIDE DISPOSAL (206) 682-3037 POLICE: FIRE: SCHOOL: NOTE= KING COUNTY DISTRICT #3 22300 SE 231ST STREET MAPLE VALLEY, WA 98051 (206) 296-3883 FIRE DISTRICT #40 1 0828 SE 176TH STREET RENTON, WA 98055 (425) 255-0931 FAX: (206) 296-7742 RENTON SCHOOL DISTRICT #403 300 SW 7TH STREET RENTON, WA 98055 (425) 204-2300 ORDINARY HIGHWATER MARK (OHWM) FLAGGED BY SEWELL WETLAND CONSULTING, INC. AND SURVEYED BY BARGHAUSEN CONSULTING, INC., SEPTEMBER 2008. ;, I ------ LEGAL DESCRIPTION: THAT PORTION OF THE WEST ONE-HALF OF THE SOUTHWEST ONE-QUARTER OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING SOUTHERLY OF THE SOUTH MARGIN OF THE RENTON-MAPLE VALLEY HIGHWAY; EXCEPT THAT PORTION OF SAID WEST ONE-HALF, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE WEST LINE OF SAID SECTION 23, WITH THE SOUTH MARGIN OF SAID HIGHWAY; THENCE SOUTH 75'42'11" EAST ALONG SAID MARGIN, 390.27 FEET TO AN EXISTING FENCE; THENCE SOUTH 13'01'15" WEST ALONG SAID FENCE, 1010.22 FEET; THENCE NORTH 75'42'00" WEST, 139.00 FEET; THENCE SOUTH 13'42'00" WEST, 274.24 FEET TO THE WEST LINE OF SAID SECTION 23; THENCE NORTH 02'08'15" EAST ALONG SAID WEST LINE, 1313.66 FEET TO THE POINT OF BEGINNING; AND EXCEPT THE EAST 20 FEET OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 23, LYING SOUTHERLY OF THE RENTON MAPLE VALLEY HIGHWAY, AS CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NO. 251237; AND EXCEPT THAT PORTION AS DEEDED TO KING COUNTY BY RECORDING NO. 9001041071; AND EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON BY RECORDING NO. 9303312386. COVER SHEET FOR LIFE CHURCH WETLAND ALTERATION TABLE + + + + + + + + STREAM BUFFER REDUCTION AREA 3,937 S.F. STREAM BUFFER MAKE-UP AREA 4,651 S.F. WETLAND BUFFER REDUCTION AREA 1,591 S.F. WETLAND BUFFER MAKE-UP AREA 2,591 S.F. TOTAL NET GAIN IN STREAM BUFFER A.REA 714 S.F. TOTAL NET GAIN IN WETUIND BUFFER AREA 1000 S.F. R-8 PHASE 2 -ADD PARKING AT MADSEN CREEK BUFFER-EAST SIDE (BUFFER AVERAGING) -MADSEN CREEK BRIDGE CROSSING -MADSEN CREEK BUFFER AVERAGING/ENHANCEMENT -WETLAND BUFFER AVERAGING/ENHANCEMENT -FIRE LANE EXTENSION -NEW RUNNING TRAIL/ SOCCER FIELD -NEW PARKING AREA (239 STALLS) -STORM DRAINAGE FACILITIES WONDERLAND MOSIC f-lOME SAAK 169 VICINITY MAP .... --" :~.:.,;_,;[b,--- GENERAL SITE DATA: PARCEL NOS.: TOTAL SITE AREA: MUNICIPALITY: EXISTING ZONING: PROPOSED ZONING: SURROUNDING ZONING: NORTH: 232305-9021 56.65 ACRES CITY OF RENTON R-14 / RC R-14 / RC SOUTH: EAST: R-4-SO (KING COUNTY) R-14 / CA WEST: RMH EXISTING SITE USE: CHURCH/PRIVATE SCHOOL SURROUNDING USES: NORTH: SINGLE FAMILY RESIDENTIAL, URBAN SOUTH: SINGLE FAMILY RESIDENTIAL, URBAN EAST: MULTI FAMILY RESIDENTIAL, URBAN WEST: MOBILE HOME PARK SITE DIMENSIONS: SITE LENGTH: WIDTH: GROSS TOTAL AREA: IRREGULAR IRREGULAR 56.65 ACRES ~S!i NTS PARKING REQUIREMENTS: (RMC 4-4-DBOF) ASSEMBLY FLOOR AREA: 11,875 SQUARE FEET NO. OF SPACES REQUIRED: NEW SPACES PROVIDED: EXISTING SPACES TO REMAIN: TOTAL SPACES PROVIDED: ADA ACCESSIBLE REQUIRED/PROVIDED: STANDARD STALL SIZE: COMPACT STALL SIZE: COMPACT PERCENTAGE ALLOWED: AISLE WIDTH (MIN) (2-WAY TRAFFIC): 1 PER 5 AUDITORIUM SEATS 239 SPACES 836 SPACES 1075 SPACES 18 (2% OF TOTAL)/20 (2%) 9X20FT 8.5 X 16 FT 30 PERCENT 24 FT LANDSCAPE REQUIREMENTS: (RMC 4-3-1 OOH AND RMC 4-2-110) STREET FRONTAGES: 15 FEET OFFSITE LANDSCAPING: 152ND -MIN. 5 FEET OR TO PROPERTY LINE SR-169 -MIN. 10 FEET FROM BACK OF WALK OR FROM BACK OF WALK TO PROPERTY LINE PARKING AREA REQUIRED: 35 S.F PER STALL TREES: 1 PER 6 STALLS SHRUBS: MAXIMUM DISTANCE BETWEEN LANDSCAPING: 5 PER 100 S.F. OF LANDSCAPED AREA 50 FEET IMPERVIOUS AREAS: NEW CHURCH BUILDING (UNDER CONSTRUCTION): EXISTING BUILDING: EX. PARKING ANO ROADS: EX. SIDEWALKS AND WALKWAYS: NEW PARKING ANO ROADS (WESTSIDE): NEW SIDEWALKS AND WALKWAYS (WESTSIDE): TOTAL: PERCENTAGE OF SITE: ±35,000 SQUARE FEET 55,103 SQUARE FEET 355,464 SQUARE FEET 24,178 SQUARE FEET 88, 788 SQUARE FEET 3,903 SQUARE FEET 562,436 SQUARE FEET 22.79 PERCENT ZONING SETBACKS ANO DEVELOPMENT STANDARDS: (RMC 4-2-110F) MINIMUM REAR YARD: 15 FEET MINIMUM FRONT YARD: 10 FEET MINIMUM SIDE YARD: 15 FEET MAXIMUM LOT COVERAGE: 35% MAXIMUM IMPERVIOUS: NONE INDEX OF DRAWINGS: C1 OF 5 COVER SHEET C2 OF 5 PRELIMINARY DIMENSIONED SITE PLAN C3 OF 5 PRELIMINARY GRADING AND STORM DRAINAGE PLAN C4 OF 5 PRELIMINARY WATER AND SEWER PLAN C5 OF 5 TREE INVENTORY PLAN L1 OF 2 L2 OF 2 PRELIMINARY LANDSCAPE PLAN PRELIMINARY LANDSCAPE PLAN City of Renton Planning Division JUL I o WG9 JUN 2.6 2009 ( I-w w I Cf) a: w ~ 0 JR j!:: I 0 a: ::::) I 0 w u. ...J 3: w z 2;1 "' " C • e 0 I r- ::0 0 (f) a: ~ . w c,j w ::::) z ~ 0 z <.'II LO ..... ..... r=:: LO ..- ] 0 C 0 0 N N II 'C • 0 I ~ ~ • ~ u • ~ " C :, <( I :g -" ~ <D m 0 • N~ N 2l "' 0 IZ ~ 2; ~~ f3 ~ ~~ ~~ ~~ ~~ ~s ~~ Cll ~ fR 0 m <( 3: z ~ z w cc ~1 ~ • > e ~ ~ <( 0 :e ~ z ~ "' 0 I -N I 0 .ll 0 0 (/) .w '-' (.) 25 z"' zW :'S (/) Q_ __, >" Clz Zw :'S ,. z ·O '-' "' z--> "'z t:J w Z• -'-' '-' z z-w i:; __, ii: > :::, (.) (/) ~"' 1·0,.,,, .... ::,t:,J .,,.,, ~ ~ " z :t IU " ~cj, "' ,._, -:." ~8 1 co~"' C LO • <O .c E 0 ~ , • z "' • 0 ~ .c ..... <fl 0 , ..... ..... ' ·-r '; 1'=50' 0 25 50 100 ~~~ -~~ 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 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 SEME'f[ · · 2oaos52 I ' ' , I I /1 I I I I J_ I -·------/--- I I j I t I I I I I I I I I I I I I I I I I I 111 11 I I I I I I I I I I I I f, )/ ,, I ! J j . I I ' I I ' I I ! ! i' / i / i/ V I / POWER f1'/3EMEN~ REC. NO. 9404071219 I !"·--/ - I .J,/glV LANDSCAPE r--._lSLAND {lYP) I ,\T l.U I _,6__,' ~.,,,fM, -/ I g' (~ ~ 9' (' ,\';--\_-...1 \I.. \\ \' PRELIMINARY DIMENSIONED SITE PLAN /' / ..... V "J / I NEW LANDSCAPE .• __; (lYP) I STREAM I I I I I ) / I I I I -~·----'----------' .. ",_' ·-''' ,, --··-·-··-... -'--''---_. ' ' , .\\if I ", J'') I ; {'_,>:;1-w.,.._.,,.,.._.,,_..._.,,_,.._,._..._ __ .. ______ .,, __ ----------, (~--·----------·---·------, I J-------••••"' 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 r I I / : I I I J I ' ' I 1.__ I I I --------------·------1 I ----------------· EXISTING BUILDING TO REMAIN FF=130.27 SHUTTLE ROUTE I TOTAL PARKING: I I I I I I I \ \ WETLAND ALTERATION LEGEND STREAM BUFFER REDUCTION AREA STREAM BUFFER MAKE-UP AREA WETLAND BUFFER REDUCTION AREA + + + + + WETLAND BUFFER MAKE-UP AREA + + + '" ,., ' '' \ \ ) \ \ \ \ \ \ \ \ . I . \ \ \ \ \ \ \ \ \ ' \ \ • \ I I I I \ \ \ I \ \ ': \ I \ \ \ \ \ \ \ \ I I I / I ' I I l / I I \ ' I \ \ ' I I I I \ I I I I I I / \ \ \ \ \ \ 1,073 STALLS c· it.vot Rento Planning Diitision n JUt 1 ,i 1009 ' \ i ~ ~ J: 0 w LL ::J ~ w z m 0 • N -N /l " II ' 0 I OS 0. 9. N m 0 0 N " " ~ s E ? 0 0 0 I ~ 0 c-. C\11 ;C .------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------.l ____ _l ____ JJ'" ' C: .. , ',,. ',. -·--•~'"""'"' ~ ""•' '""'·-· •, ,.,•,so •. •," -•"'•• ••' "'"-,., •~----~ 0 25 I I I I I ~ 1'=50' 50 !rt I I _/ I I 100 I I I I J I I I I I I // I I I PRELIMINARY GRADING AND STORM DRAINAGE PLAN \ I HP HIGH POINT S SOUTH IE INVERT ELEV. SE SOUTHEAST IN INLEf SG SUBGRADE L.F. UNEAR FEET SL SLOPE LP LOW POINT SW SOUTHWEST N NORTH TC TOP OF CURB NE NORTHEAST TP TOP OF PAVING NW NORTHWEST TW TOP OF WALL OUT OUTLET TYP TYPICAL PP PERFORATED PIPE W WEST RIM RIM ELEV. ... , ,!. z :3 ~ IL -w Cl 0 <( <( a: z C, - I ~ ::> I () w u. ...J s: w z ~ ~ a: ~ Cl z <( w Cl) w ::> z ~ Cl z ~ ..- ~ ..... 0 z " ~------------it B C -~ 0 I 0 "' ·" - " ~ 0 ~ " ~------------!~ ~ 1 ~ ~ ; : c:c~~ 2r 0·[~1c."5 t! 00.2'0 X ~------------1~ I I-:::, 0 (f) w ::::, z WN ~ "' 0 0 IX) z 0) N ,..._ 8 ;1 X ,,, w ~, ·.1 I I I I I I I I I J/ / I I I I I I 1'=50' 0 25 so 100 ~~----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 1) )/ ' ' / i I . .-I I ' i i i ! I , , I ' ' 'I v -----------··--·--·--------~~~-··-· -·-.·~~-~···~·~· - I I ' . _,,._, .. ., .. ,. ,· . ' I I I \ \ i\ I I I I 1\ \ I \\\ ' I / \ \ I I I \\ \ \ I \ l \ \ \ \ \ \ \ \ \ \ \ \ \ I \ I \ \ I I ' I I \ \ \ \ \ \ \ \ ' \ ' ' \ \ \ ' \ \ ' I I \ \ \ ' • I l \ I \ \ \ J \ ' \ \ \ \ \ \ I ' i I \ \ . \ \ I I I I I ' ' ' I I \ \ \ \ ' \ \ \ \ j I \ j 0... a: ~ Cl) 0 z <( . w cr.i w :::> z ~ 0 z C\I LO ..... a.I "'1 "-I "'I " "I " " ~ ~ ~ • • • c:; c:; .:s:. > .!2'~oe (l)oVO. Q) .. ..c 0. 0 0 U c( I= z a. "' ci IZ 1----------1 ::J z 0 Cl r ,, ' ,, r;, ', '.I 1'=50' 50 ------- -------~- 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 ! 100 I I /, I I /, I I J 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 n ,I !' I I I .1 ,1 i I , I , ' I I I I , I I l/ I I I I I I J I I I J I I ' ' ' ' ' i I ;J I {/ _,/ l 1 111------- /// 111 11 /// /// /// 111 I I I /\---, -:;; L_V J .._.., A ,\I I A n~un 1./ f"C" [) I ""--.. ,-., --. r,-,--.. '\,,, L\..a'-..A'-, .. '' ,._,-....., I • ,._, ,._, ,._; ,,_) \..) I"::_') 'j A DI\! Cn1 \1" [)AI\ lf"I r • I \/\I 'lvrl "' TREE INVENTORY PLAN --·------------'---·------ ( I \ ', I / ( \ I i ! I I I I I I I I I I I I I / ( I -- ! I I f I ! I I I I I I \ ', \ I I I ------------~------- I I I I I / I I i I \ ' I / I I \ ' NOTE: TOTAL TREES >6"DBH NEAR PROJECT AREA: 516 TREES I I I I TREES TO BE REMOVED FOR CONSTRUCTION: 5 TREES (0,97%) SIGNIFICANT TREE LEGEND * CONIFER TO REMAIN 0 DECIDUOUS TO REMAIN '/,, CONIFER TO BE REMOVED -,.. DECIDUOUS TO BE REMOVED SOURCE OF SIGNIFICANT TREES FIELD SURVEYED BY: I I I I \ \ \ \ \ \ \ \ \ \ \ \ \ I \ I I ! '\ \ \ \ \ ) \ / I \ \ I I \ \ City of Renton Planning Division JUL J !i 1UU9 ~ :::> I 0 w LL ::J ~ z . w CJ) w :::> z ~ Q z ~ T"" -I "' 6 IZ ~ w "' 1-----------1:5 ] .; I w "' X b "' X "' w "' 1----------,,,,,.--I :<, ~~1~~il ~ 5,c:.:,c.f, 0::: ·w~~0..2 xi ~ci6~8 2: ::, 0 (/) <n .w t!) (.) z--Eic zw 5"' a._, i'.O oz Zw :s ::, z ·O '-' °' z--> °'Z t:J w z . -'-' <Oz z-w G:; _, > -°' >::, 0 ff) " a. l'- 0 N m 0 0 N " " ~ ill E le:_ "' 0 0 w 0 ul i;; w i 0 C 'i'' ~ a. / 1------,------,1~ IR C 1: E a z -" 0 , IOI -;; g 'o 0 I() ;C BARGHAUSEN CONSULTING ENGINEERS, INC,. SEPTEMBER 2008 ill .___ ________________________________________________________________________________________ __J __ .J_ _ _JJc: I I I I I I I i I i I I I I I I I I / 0 I I / 15 I i ' I I I I I 1'=30' I I ! i I I ;-fr-,,-1 · ; r ~~ 111 ! I I ! I I J J I I fl .f I I .if 1// ,II I I, I ,1 >4- 1 • ~ /// i 31' , i I -'-1 -1 I I 111 I :Ji: .11/ .11 Ji I I I -... I I I J ' ; 6 / 30=--,~---~ 1// !'j>I/ H / I 1 ' I J,j /-Ji j / i 1' :::i:: ,--'/ I I i I / I I I I ! I I J , I I ~ I I I G._J/ j II I I ;,J,i I, I ,! ~ ! 5l //'/ 1//, .ft, /1 ,?J/ /¢) /.it/ /CO f t-i !!,I 1~ f1 I i ,._..,_ 1 1 ; , ~ J ' ,v; I i i J I I ., I f i f ! f f I I ,1 I 1 / , I / / I' I I I I I I i 1 ! I , /1 I,, I I I I I J I I ,J II I I I I '/ // ,, 1 ; I /f I I '' // I ! ,ff I I .'I . I I I ' -i h I I !I i I I f , I /J % I {J I ;, I ' I f.' f I/ / ; ff I I I I I I ! I I l f / //1/; I /;/ // ,II ! I I I I I ! I I ! / ! i i I I p ' / ,f / I -'' /I / I j I I J;' f I # I. l I I i fl ---!' i ,i/ ' ,., J /1 ,y ,1 f J j / # /! .1! # J ,1 I J I' ,/ Q ! ! p / ,'j # I r 11 i' I .ff J ,# I I I I I ! I . I IJ ! ' I u I f / ' ff I j I I / I I I . I J II I I I Ii / I I I I . I I I I I i ·) ;f f i/ j I I I I II j ! J ) ! ii 1 ' 'i ,:: I I/ I / / / J' l / f J !J I / / I I / Ii I , I ii i / ,I.I j # ,¥ If ,} /; ff ii ii '/ I f I I I I / .· I I i ,ii I . ! I .1 ,j ,I I i / / J ;J ! l .\' r • I I I i I I / I i I I / 'I I . ..f 1 ' ,, ff f r/' (1 I .{ f 1' I I ! I ! !, ' .J , I / I I I if ,' # / / ' I I J I I I I I . ./ .f i ¥ I; ! J F I J f , I ! i .I I 1) I I I .:, i 1 ff I if I ! I I I u I l1 I I I I ff I I I I I ;' I I I / / I i I I I / I I I i ii 'i/1 / I I )IJ / f !# j I 1 I I I I !'II;!/ Y I j I I i I l /,/1!//l II I ' / II I/ l i ' 1' ' I: I /;l . /' ff I f I I I I c1 I !l I i I ' Ji I :? I I j I I 'Ill l I l.i I , I ' ./ I l '!/' ! I ·! 1 1 lit I ;; I ff I !I I ii I I I-II l I ii !i I .# l I I //'/ ! I II f I - --fl I -I ! I \1 I 1' I I l I I .! I #fl ill :I ! .f fJ l !( /J ! ) I l ! f I !I '~'---!/--.. I " I I -----.L_ /;j! l'--f I/ II II k / l I i i i J 1 I I -, i --! I I I I I I I I I ! I i I I I ! i I / I I I ! I I --! ', ! CELL2 i I I ! i ! ! ,:\\ \ :v/ / l ,,.!"/ \ --, i I 1 ( /: ! ' i CELL} ;:' I' i I i.' Ii '; ' !, 1, ! ! ' 'I I i / i 'i I Ji ! I ! ! ' ! I ! ! ! i/ ! I I ! ! ! ! // /I /~ r i ' I ' ~ 'i' /, I i ,'/ i ! j ' ! ! I ' I i i I I I 152ND AVENUE SE "--~--·----· =-=::_--------·-·------=-=-:::::.:::..::=.::....~~: ----------- I·-- ! /.-- i ! --1 i ' I- i ' i @ ' i \ ' ' ! ----,i38ii \ ' ' ! ------11!<~: ' ' ! ' ! ' ' i ' -----,tAA:1 ' ' ' ' ! ' ' ' \ --,----,----,.,·------, LIMIT OF JPRK I '!:: •i '1 i ~-----z• MULCH LAYER ~---FEATHER EXCESS _____ _ SOIL UNDER MULCH 1 • MULCH AT CROWN 1/2" ABOVE GRADE 1 " ABOVE GRADE EXISTING -----·; ACCESS ------------~------ NOTE: OVER EXCAVATE PARKING LOT PLANTERS TO LOOSEN COMPACTED SUBBASE OVER ALL AGRICULTURAL SOIL DEPTH --~ OF 3 FEET COARSE TRANSITION FROM TOPSOIL TO SUBSOIL BERM HEIGHT 6" 1YP. MIN. OR AS NOTED I ,/ I I TOPSOIL SITTLED (COMPACTED CONDITION) CURB 1-1/2H DRAIN AT LOW POINTS & 10' MAX. SPACING I ! ! ! i i I I I ( I I' I; < I " A /J._ I" ' ,, " '" " \ I ~ 0 j ii: <( z ~ -' w a: a.. I ft ~ I () w lL ::J ~ z z j a.. C, z ~ j a.. ' 1--------------10, z z , ~ ~ ~ ~ ' ~ 1--------------1" ~1 C • e Q :g I "' "' I <O j ' 1-------------1'§ • • ~ "' X ~ 0 D D D I I I ' I I I I • I • I • 1'=30' I 0 15 30~----,60 Blliiil"'i __ l d ./ LANDSCAPE PLANTING NOTES AND MATERIALS SCOPE OF WORK FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH TOPSOIL, TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED PLANT MATERIALS, FERTILIZER, STAKING, MULCH, CLEAN-UP, DEBRIS REMOVAL, AND 90-DAY MAINTENANCE. QUALIFICATIONS: LANDSCAPE CONTRACTOR TO BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK AND HAVE A MINIMUM FOR FIVE (5) YEAR'S EXPERIENCE INSTALLING SIMILAR WORK. CONTRACTOR TO BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING JURISDICTION. JOB CONDITIONS: IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND FINISH GRADES ARE SUBJECT TO APPROVAL BY THE OWNER. PROTECTION: SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTfiER CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. IF AN IRRIGATION SYSTEM IS TO BE INSTALLED DO NOT Pl.ANT UNTIL THE SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE OWNER. HANDLE PLANTS WITH CARE -DO NOT DAMAGE OR BREAK ROOT SYSTEM, BARK, OR BRANCHES. REPAIR AND/OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK NOT IN COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY OWNER AT NO ADDITIONAL COST TO THE OWNER. REPAIR OF EXISTING PLANTINGS: DURING THE COURSE OF WORK, REPAIR ALL EXISTING Pl.ANTING AREAS BY PRUNING GROWTH, RE-ESTABLISHING FINISH GRADE AND RE-MULCHING TO SPECIFIED DEPTH. REPAIR OF IRRIGATION SYSTEM: DEAD DURING THE COURSE OF WORK, REPAIR ANY DAMAGE TO THE IRRIGATION SYSTEM TO MATCH CONDITIONS PRIOR TO THE DAMAGE. GUARANTEE: GUARANTEE ALL Pl.ANT MATERIAL FOR A ACCEPTANCE OF THE JOB BY OWNER. 90-DAY MAINTENANCE: PERIOD OF ONE YEAR FROM DATE OF FINAL CONTRACTOR TO PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 90 DAYS FOLLOWING COMPLETION OF PROJECT (ACCEPTANCE) OF FACILITY BY OWNER. WORK TO INCLUDE MAINTENANCE AS DESCRIBED BELOW, IN Pl.ANTING AND IRRIGATION MAINTENANCE. MATERIALS: Pl.ANT MATERIALS: PLANT MATERIALS TO BE GRADE NO. 1, SIZED IN ACCORDANCE WITH (MN) AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1-1996). PRUNE Pl.ANTS RECEIVED FROM THE NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. "8 & 8" INDICATES BALLED AND BURLAPPED; "CONT." INDICATES CONTAINER; "BR" INDICATES BARE ROOT; "CAL" INDICATES CALIPER AT 6" ABOVE SOIL LINE; "GAL" INDICATES GALLON. A) SPECIFIED Pl.ANT CANOPY SIZE OR CALIPER IS THE MINIMUM ACCEPTABLE CONTAINER OR BALL SIZE ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED. B) QUALITY: Pl.ANT MATERIAL TO COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE INSPECTION, PLANTS TO BE FULLY LIVE, VIGOROUS, WELL FORMED, WITH WELL DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF Pl.ANTS TO BE SOLID AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY AND DESICCATION. Pl.ANTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN DAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES, OR ROOTS; LACK SYMMETRY, HAVE MULTIPLE LEADERS OR "y'' CROTCHES LESS THAN 30 DEGREES IN TREES, OR DO NOT MEET SIZE OR ANSI STANDARDS WILL BE REJECTED. PLANT MATERIAL TO BE FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES/HYBRID. NURSERY SOURCES TO BE THOSE LOCATED IN THE SAME REGION AS THE JOB SITE. C) SUBSTITUTION: NO SUBSTITUTION OF Pl.ANT MATERIAL, SPECIES OR VARIETY, WILL BE PERMITTED UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM TWO QUALIFIED Pl.ANT BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMITTED TO BE IN WRITING FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND NEAREST VARIETY, AS APPROVED, TO BE FURNISHED. SUBSTITUTIONS MAY REQUIRE SUBMITTAL TO REVISED LANDSCAPE PLAN TO CITY FOR APPROVAL. I I I SOIL PREPARATION: I I TOPSOIL, AMENDMENT, AND BACKFILL, ARE GENERAL REQUIREMENTS FOR ALL LANDSCAPE AREAS, UNLESS NOTED OTHERWISE ON THE Pl.ANS. SOIL AMENDMENTS AND FERTILIZER NOTED BELOW ARE TO BE USED FOR BID PRICE BASIS ONLY. SPECIFIC AMENDMENTS AND FERTILIZERS WILL BE MADE AFTER SOIL SAMPLES ARE LABORATORY TESTED BY THE CONTRACTOR. PROVIDE CHANGE ORDER FOR ADDITIONAL OR REDUCTION OF MATERIALS REQUIRED OR NOT REQUIRED BY THE SOILS REPORT. SOIL FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS: AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR TO OBTAIN TWO REPRESENTATIVE SOIL SAMPLES, FROM LOCATIONS AS DIRECTED BY THE LANDSCAPE ARCHITECT, TO NORTHERN LIGHTS ANALYTICAL & CONSULTING INC. RAVENSDALE WA, TEL. 253-653-5770 OR, EQUIVALENT TESTING LABORATORY, FOR TEST #A05-2. SUBMIT RESULTS TO LANDSCAPE ARCHITECT FOR REVIEW. IF ON-SITE TOPSOIL HAS BEEN STOCKPILED, A TEST IS TO BE COMPLETED FOR IT, ALSO. TESTS TO INCLUDE FERTILITY AND SUITABILITY ANALYSIS WITH WRITTEN RECOMMENDATIONS FOR SOIL AMENDMENT, FERTILIZER, CONDITIONERS, APPLICATION RATES, AND POST-CONSTRUCTION MAINTENANCE PROGRAM. TESTS TO BE CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR. A) TOPSOIL: CONTRACTOR IS RESPONSIBLE FOR SUPPLYING ALL TOPSOIL AND FOR DETERMINING THE VOLUME OF TOPSOIL REQUIRED PER THE INFORMATION ON Pl.ANS AND NOTED HERE-IN. CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY WEED CONTROL RESULITNG FROM CONTAMINATED OFF SITE SOURCES. B) TOPSOIL TO CONSIST OF WINTER MIX AS PRODUCED AND REMIXED BY PACIFIC TOPSOILS, INC. WINTER MIX TO CONSIST OF 1/3 BY VOLUME SANDY LOAM, 1/3 BY VOLUME COMPOSTED GARDEN MULCH, AND 1/3 BY VOLUME COARSE WASHED SAND OR EQUIVALENT. AT MINIMUM, TOPSOIL PRODUCTS BROUGHT ON SITE TO CONTAIN AMENDMENTS AS LISTED IN "D". C) NATIVE SURFACE SOIL INCLUDING STOCKPILED SURFACE SOIL, ON-SITE, MAY MEET TOPSOIL PRODUCT STANDARDS AS NOTED ABOVE, PROVIDED THAT NECESSARY AMENDMENTS NOTED BELOW, ARE ADDED AND EVENLY BLENDED TO SPECIFIED DEPTH. D) NATIVE SURFACE SOIL/STOCKEDPILED SURFACE SOIL (AND TOPSOIL BROUGHT ON SITE), TO INCLUDE THE FOLLOWING AMENDMENTS AS NECESSARY: THE FOLLOWING AMOUNT PER 1,000 SQUARE FEET: 1. 6-CUBIC YARDS ORGANIC COMPOST. COMPOST TO BE FREE OR NON-FARM ANIMAL SOURCES, NOR TO BE FROM SOURCES CONTAINING REDWOOD OF CEDAR PRODUCTS. 2. 30-POUNDS NITROFORM (38-0-0) 3. 5-POUNDS AMMONIUM SULFATE 4. 40-POUNDS CALCIUM CARBONATE LIMESTONE 5. 40-POUNDS DOLOMITE LIMESTONE 6. 5-0UNES BORON (AS BORAX) ALL AMENDMENTS TO BE THOROUGHLY MIXED PRIOR TO INCORPORATION INTO TOPSOIL. E) Pl.ANTING BACKFILL FOR ALL TREES, SHRUBS, AND GROUNDCOVERS: 1. 0.6-CUBIC YARDS PER VOLUME TOPSOIL 2. 0.4-CUBIC YARDS ORGANIC COMPOST. 3. 3-POUNDS NITROFORM (38-0-0) 4. 1-POUNDS AMMONIUM SULFATE 5. 2-POUNDS CALCIUM CARBONATE LIMESTONE 6. 2-POUNDS DOLOMITE LIMESTONE F) TOPSOIL PREPARATION AND INSTALLATION: 1) VERIFY SUBGRADcS TO -7 INCHES BELOW FINISH ELEVATION IN ALL LANDSCAPE AREAS, EXCEPT AREAS NOTED ON Pl.ANS. VERIFY SUBGRADES TO -4 INCHES BELOW FINISH ELEVATION IN ALL SEED AREAS. THIS ACCOMMODATES TOPSOIL, AMENDMENTS, AND MULCH. 2) ERADICATE ANY SURFACE VEGETATION ROOTED IN THE SUB-GRADE PRIOR TO SUB-GRADE PREPARATION. 3) THOROUGHLY SCARIFY AND RIP ALL LANDSCAPE SUB-GRADES WHICH HAVE BECOME COMPACTED TO A DEPTH OF 12 INCHES WITH MULTIPLE PASSES, 90 DEGREES TO EACH OTHER. SCARIFY AREAS INACCESSIBLE TO MECHANIZED EQUIPMENT OR AROUND EXISTING PLANTINGS NOTED TO REMAIN WITH HAND TOOLS. 4) REMOVE SOIL~.LUMPS, ROCK, VEGETATION AND/OR DEBRIS LARGER THAN 2 INCHES FROM ALL SUB-GRADE PRIOR TO PLACEMENT OF SPECIFIED TOPSOIL. 5) REMOVE ANY ASPHALT EXTENDING BEYOND 6 INCHES FROM CURBS INTO ADJACENT LANDSCAPE AREAS. 6) PARKING LOT Pl.ANTER ISLANDS TO BE OVER EXCAVATED BY BACKHOE. REMOVE PAVING WASTE, GRAVl;;_L BASE MATERIAL AND UNDERLYING SUBSOIL TO 18 INCHES BELOW TOP OF PAVING. SCARIFY AND OVER EXCAVATE Pl.ANT PIT BOTTOM 12 INCHES TO MINIMIZE STRUCTURAL COMPACTION. G) TOPSOIL PLACEMENT: Pl.ACE 2 INCHES OF TOPSOIL AND AMENDMENTS OVER THE PREPARED SUB-GRADE AND THOROUGHLY ROTOTILL WITH MULTIPLE PASSES INTO THE TOP 6 INCHES OF SUB-GRADE FOR A TOTAL DEPTH OF 8 INCHES. Pl.ACE AN ADDITIONAL 2 INCHES LIFT OR TOPSOIL OVER THE AMENDED SOIL AS A SURFACES COURSE. PLACE ADDITIONAL TOPSOIL AS REQUIRED TO MEET FINISH ELEVATIONS IN SEED AREAS OR IN AREAS INDICATED TO BE MOUNTED. BARK MULCH (TOPDRESSING): ONE-HALF-INCH (1/2") SIZE, TO ONE-QUARTER (1/4"), I.E., "FINE," HEMLOCK/FIR BARK. STAKES: 2-INCH DIAMETER BY 8-FOOT MINIMUM LODGEPOLE PINE STAKES. GUY MATERIAL: 1-INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES; OR, 3/8" DIAMETER RUBBER. NO WIRE. LAWN: COMMERCIAL SEED AS NOTED ON Pl.AN. HERBICIDE: HERBICIDE IS NOT RECOMMENDED FOR THE FIRST YEAR AFTER INSTALLATION. ANTI-DESICCANT: "WILT-PROOF," 48 HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1 THROUGH SEPTEMBER. THOROUGHLY ROOT WATER PLANTS PRIOR TO DELIVERY. Pl.ANT MATERIAL DELIVERED TO SITE TO BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION. EXECUTION: FINISH GRADES: FINE GRADE AND REMOVE ROCKS AND FOREIGN OBJECTS OVER 2 INCHES DIAMETER FROM TOP SURFACE OF PREPARED LANDSCAPE AREAS. FINISH ELEVATIONS TO BE DEFINED AS 3 INCHES BELOW CURBS, WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL Pl.ANTING BED AREAS AND 1-INCH BELOW CURBS, WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL LAWN AREAS. FINISH GRADE REFER TO GRADES PRIOR TO INSTALLATION OF MULCH OR LAWN. ALL FINISH GRADES TO BE SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON AND DETAILED. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND STRUCTURES. DRAWINGS IDENTIFY FINAL ELEVATIONS. TREES: THE PLAN SITE CIVIL ARRANGE TREES ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, Pl.ANT AND STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES AND SUPPORTS TO STAND VERTICAL. BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL USING WATER ONLY. NO MECHANICAL COMPACTION. SHRUBS: INSTALL SHRUBS AS SPECIFIED FOR TREES. GROUNDCOVERS: EXCAVATE PITS TO A MINIMUM OF 3 INCHES BELOW, AND TWICE THE ROOT BALL DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN PROPER GRADE, AS DETAILED. MULCH: IS AT MULCH ALL LANDSCAPE AREAS NOT COVERED BY LAWN AND/OR SEED. APPLY SUFFICIENT QUANTITY TO PROVIDE A 2-INCH DEPTH. UTILITY CLEARANCES: FIELD ADJUST Pl.ANT LOCATIONS SEPARATION FOR GROUNDCOVER PLANTING MAINTENANCE: FOR 8-FOOT SEPARATION OF TREES/SHRUBS AND 2-FOOT FROM FIRE HYDRANTS AND UTILllY VAULTS. CONTRACTOR TO MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE OF LANDSCAPE INSTALLATION. Pl.ANTING MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATING, TIGHTENING AND REPAIRING OF TREE GUYS, RESETTING Pl.ANTS TO PROPER GRADES OR POSITION, RE-ESTABLISHING SETTLED GRADES; AND MOWING LAWNS WEEKLY AFTER LAWN ESTABLISHMENT. HERBICIDE IS NOT RECOMMENDED FOR ONE YEAR FOLLOWING LANDSCAPE INSTALLATION. INCLUDED IS REPLACEMENT OF DEAD PLANTS AND PLANTS SHOWING LOSS OF 40 PERCENT OR MORE OF CANOPY. IRRIGATION MAINTENANCE: THE IRRIGATION SYSTEM TO BE MAINTAINED INCLUDING ADJUSTMENTS FOR BALANCED WATER DISTRIBUTION AND PRECIPITATION. FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT SHALL BE REPLACED AND/OR CORRECTED. Pl.ANTING AND IRRIGATION MAINTENANCE TO INCLUDE THOSE OPERATIONS NECESSARY TO THE PROPER GROWTH AND SURVIVAL OF ALL Pl.ANT MATERIALS. CONTRACTOR TO PROVIDE THIS WORK IN ADDITION TO SPECIFIC WARRANTY/GUARANTEES. I ! City of Renton Planning Division STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT ARTHUR M. SEIDEL CERTIFICATE NO. 706 (VALID ONLY WITH SIGNATURE) <X) 0 "' "' <X) ~ ~ ! ~ ~ C 15 0 <!> :~ ~ => ~ u, ;;j • () ~ "' "' ~ ::, ;;j 3 ::, 8 "' . a. ~ ~ 3 3 ~ () a. a. u, ffi ffi ~ ~ ffi a. a. u, u, a. 8 8 z 8 8 ~ ~ § u, u, ;;j ;;j "' "' "' "' "' aJ ;i;;; ;;r;; ;;i;; ;;i::; B u, ::, :c <( -,!; ~ ~ () 6 :;/ :a! :a! ~ "' "' <X) 00 <X) <X) <D 00 0 2 ~ <D "' 0 0 "' ... 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(\.ny sales ?f ~his map or information on this map is prot11b1ted except oy wntten perrrnsmon of King County. ~f ·~ ', .. , ~:;,_9.,,, I .• j '1'"!\"r, -;:g· ---... __ _ I , J J Q -r 1.02 AC ""' ! /I AC I ---- v·,·· , .... ·, ' " ' U02 5 9 ' m•~l ~-~· ----,.10 -~,Ql:1,-,7,-,-::--,...., ___ ·-- Hl.12 y-d I ---- 250 -:/- ,s,- 110 \ \ ~}· ----- \ ' \, :.,~.,"'->,.,i!':'~P:~~~1i'~;£",:§f}::1:}:"!£?~~{':_i: 7'C;,. W'""'~" ,, ,-.~ --- --------------- 3· {{· £5 CONTROL MAJOR CONTROL MINOR RlGHTOFWAY PLAJ 0.Si H W.5 SHORT PLAT PARCEL ORIG[NAL PARCEL EASEMENT /iJ) \.l 3il!' 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""" n n u ~ "' 4 .,, r•; ~ -~ ~ 2] .-C ' .,, M n " (}--- ~ ::a:; r c cw C :co ,-0 c ~ "' 0 ~ 0 z 0 0 z. z n ~ 0 z G- ::;~ ,, SB =s:: "I n :;;.., 1;;; ~ ~ ' " ~ ~ ~ r, - ~ ~ ~ I -< 0 ;.JJ 'f" ~ c ,_ u 0 ~ .,, ~ ' 8 T f"T. t2 '" ·o I 0 z M s\: ~ I 0 ' n ~ > z 0 ' 0 -" = ~ cc >· =' 0 z 0 0 ~ .,, 0 ,- < >-,-< '' (j> 3 j u 0 r c• ~ ~ 0 ~ u ,, CD z:: z. 0 -;, 0 '" M Cl 0 ~ "1>-;., '° 0 " 8 'f: 0 :,% ~ ~ L ~ ,, ~ T, ~ 0 = l"'l "' UJ ~ ~:--.::. ?'(' s = ~ -u 0 ,;; ¢1 u 0 ~ .,, u 0 r ~ '~ \c:_;, \;2 z ~ ~ ~ ,,. h "' ·~ = I 0 :;; ,r '(?) v, ~ 0 ~ "' 0 -" l!'C z SC > z I 0 r n x ~ §S 4 cc .,, ,: ~ < n l"i ~ .,, "' 0 ~ I rn ,;; !.:.:. z [G c C "' M .,, :;,j 'f" ,., cl '° ;c n .,, l T ~ ~ z 0 0 0 z _, 0 ~ .,, r ,"T] G) '11 z 0 I I ... --··· _ .. ~ ,,.,,-"----""• ' ldd®) CONSULTING ENGINEERS LLG JG l@l@fl KING COUNTY TAX PARCEL NO. 232305-9021-07 > t, NEW LIFE CHURCH BOUNDARY AND TOPOGRAPHIC SURVEY WASHINGTON 20021 120th A venue NE Suite 103 Bothell, WA 98011-8248 www.esmcivil.com Civil Engineering Public Works Lond Surveying Project Management FEDERAL 11'/.1' BOTHELL ELLENS6URG (253) 835-6 1 1 3 {425) 415-6144 (509) 962--·26013 Land Planning Landscape Architecture '" < ~ r ~ " Q C Q :; " • ~ ~ § C r m ~ s: ;;,;: z G) () 0 C z -I -< . ~ )> (j) I -z G) -I 0 z Ch: )> 0. 1§ Q > Q i lJ ~ i~ ~ I ~ p ! r: " g E _, & ;J ' . 6 U) L - ' 0 0 - Jo: L i,1 (/) 0 -< I ,,,,,,,,,, ,,,,,,,,,,, [+:+:+:3 5 ~ C: o s>':J CLASS2 STREAM 1,162 SF WETLAND BUFFER IMPACT 2,590 SF WETLAND BUFFER ADDITION 6,412 SF STREAM BUFFER IMPACT ~ 8,964 SF STREAM BUFFER ADDITION ~~o""o""o~¢~~ TO BE ENHANCED ~ 81,506 SF STREAM BUFFER ENHANCEMENT WWW 10,980 SF STREAM BUFFER REDUCTION 1296.03' J , __ * ==-=--:=---~· -=-=-:::::-==:==::;-] / --I t j I l _____________________ J ,.XC.,,<;)_,J • • • " \' ,iL,0 '(v --1 ' I '-----~ , ______ j + + + ~+ + rr-"""'i-?-E;!X J + + + + + + + + + WETLANDC CATEGORY2 5,201 SF STREAM BUFFER RESTORATION TEMPORARY IMPACTS -- r--L_ .------ 'f I ~ I ' I I i L ____ - ~ I I ' ' ii ;I 1 ' 1 ,_ .. ___ _ l 0 30 60 90 120 SCALE: 1" = 60' I --,-~ 0 z u w _J w u 0:::: <( Q_ JUL 1 5 2009 Sewall Wetland Consulting, Inc. 27641 Co'llngton Woy SE /12, Covington, Wo 98032 253-859-0515 fox 253-852-4732 I ~ gi ~ ~ ~ (/) <{i K -... z 12 ~ ._ 0 B -~ ~ (/) :,;:; G'.i i ~ ::s 8 @ 0::: ~ ~ I!: I!: ~ <3 <3 8:i tC ~ tC ~ ~~~<1 Job No. 99-101 Designed by: ES CML Drown by: Checked by. Date: OCT.2008 SHEET W-1 OF W4 ---,-·---..;..., ' ' '· .,_,_l".;-- ,1 I : ,,,. ~) <~ ":) ,, ... ~ ,:"'.) ·- is, (!) G) (!} (!) 0 15 30 45 60 SCALE· 1" ::: 30' QNTY TREES PLANTING LIST PLANTNAME SIZE 74 24 17 104 42 12 7 Big Leaf Maple Acer macrophyf!um Western Crabapple Malux (pyrus) fusca Sitka Spruce Picea sitchensis Douglas Fir Pseudotsuga menziesii Cascara Rhamus purshiana Black Cottonwood Popu/us tremuloides Western Red Cedar Thuja plicata SHRUBS 210 Vine Maple Acer circinatum 118 Hazelnut Cory/us cornuta 62 Black Hawthorn Crataegus douglasii 183 Indian Plum Oemleria cerasifonnis 133 Red-flowering Currant Ribes sanguineum 268 NootkaRose Rosa nutkana 133 Thimb/eberr;:, Rubus parvillorus 173 Salmonberry Rubus spectabilis 2gal 2gal 2gal. 2gal 2gal 2gal 2gal 2gal. 2gal. 2gal. 2gal. 2gal 2gal. 2gal. 2gal. SPACING as shown as shown as shown as shown as shown as shown as shown as shown as shown as shown as shown as shown as shown as shown as shown '" •·--~ QNTY • 5 7 \ 54 \ FEATURE SNAG SPECIFICATION Habitat features to be 20' length (min.) and 12" diameter (min.) Preferred species is Red Cedar wlbranches intact LARGE WOODY DEBRIS (TYP.) 16' length {min.) 17" diam.{ min.) Preferred species Red Cedar w/branches intact SMALL WOODY DEBRIS (TYP.) 1' length (min.) 4" diam.( min.) spaced 10' apart NOTE· SEE SHEET W-3 FOR PLANTING DETAILS AND SNAG DETAIL. REVISIONS ffi PER CITY COMMENTS 12-2.fJB ffi PER CITY COMMENTS 1-30.fJ9 Lt_ PER REVISED LAYOUT 7-13.()9 24" Sewall Wetland Consulting, Inc. ---------... I --..J'/b...-~ J,-1,.4. ~\ ',\ I 0""' \ ){~ \, 1 NEW LIFE CHURCH ' FINAL MIT/GA TION PLAN / + + + + + + \ 0 15 30 45 60 SCALE: 111 = 30' Job No. 99-101 Designed by. ES Drawn by: CML Checked by. Date: OCT. 2008 SHEET W-2 W-4 I!/,-•'\ ~~..._?.l!:',~",ltlr· ,\l1/".a,'\13'~"'~~ 11\'1 co"'"""' /\ l.ill!ti.ilNl"T<l ,.--""""' sr m.tt """"" -lll .. ·-usno• ,,., "'"' • """'°"' ~ ~ L_..::,,, 27641 Covington Way SE p., Covington, Wa 98032 253-859-0515 Fax 253-852-4732 [ -~ _ --·-,·-·----------------------------.:::""',:_SHAU.=,:::EHT1Tlf::::::.;""'"-=c.cWE11NtO=~-=:!:™''.!.'!=:INC.:_!TO~R<~iiiMR=11fE=Ml.~COST~Cf_!:~:::!m,~JTON~THER<~Ofc:._,•_TEO......l;c__ _______________ __L _________________________ _j ______________________________________ J__-=:. __ -====-OF i I -' ' i J , r ) ' ' I ' ' ,! I I ,, I I I 0) ' co I.,_ ' ,_ ,..,.: _J ""-·'.E • :t ' (./J , ,~;4ll wocpr--..... z C'I V C'I V , 1r:.i3h1S , rP .. ' / 1 I l ) ) '· J Is ~ ll \ I \ 'Z I 1 I ' I ' I \ I t I ;_, o I ··4' long llv_e 1 -1 · 1 . ,:ik1meter with two !( .~r: I \1Jd1 obow grade.. b ·:t,: 11 >f ~takes to be In n :h, ~· ,ii. ; ;; •~":. :~:i::..::~~~ c L :c [ :;; [J: ;::IJJ-1 l'G\V'\ I -I .• I:·-I,_ ' I ,d :,f 1tr ·~r· LIVE STAKE WILLOW PLAN11NG DETAIL X-SECTION FOR RIP RAP AREA NOT 111 SCAI.£ PLANTING NOTES LIVE STAKE PLANTING DETAIL PLAN VIEW FOR RIP RAP AREA OOl 10 SCALE • Uve stake cuttings are to be freshly cut 1 ·-2· in diameter & 3' long. • Side branches should be pruned off and bark left intact. • Basal ends should be cut cleanly at an angle and the tops should be cut square. • All live stakes should be kept moist during transport to the site and should be installed the same day as harvestin, with a maximum of two weeks unplanted. • Live stakes will be Installed by creating a pilot hole into native soil 1' - 2'. The pilot hole should be created at a right angle to the slope with an iron bar or other tooL The live stake is then inserted into the pilot hole and tappedinto place with a dead blow hammer or other similar tool. Approximately 20% of the live atake should be exposed above the surface with two (2) lateral buds above grade. • Live stakes should be spaced with a triangular placement patter approximately 1 e• o.c. • Live stakes should be installed during the dormant season (October 15th - March 15). I I 0 Cut & remove burlap from top 112 of ball (buJlap to be rodable) 15 30 45 60 SCALE· 1" = 30' PLANTING LIST 0 © © 0 © 0 G © ' . + + + . + + • + . + + , QNTY PLANT NAME TREES 25 18 24 25 21 SHRUBS 12 9 11 Big Leaf Maple Acer macrophyl/um Sitka Spruce Picea sitchensis Douglas Fir Pseudotsuga menziesii Black Cottonwood Populus tremuloides Wes/em Red Cedar Thuja plicala Vine Maple Acer circinatum Hazelnut Cory/us cornuta Indian Plum Oemleria cerasiformis STAKES 10 10 Sitka Willow Salix sitchensis Red-osier Dogwood Camus sericea Topsoil& fertilizer SIZE 2gal. 2gal 2gal. · 2gal. 2gal. 2gal. 2gal. 2gal. SPACING as shown as shown as shown as shown as shown as shown as shown as shown Stakes 18" O.C per detail Stakes 18" O.C per detail 6" berm (typ.) Finish grade 2112" min. Mulch or sterile straw for spring planting, wood chips for fall p/anUng. Cut & remove budap from top 112 of baH (budap to be roHable) 2 x root ball (min.) 2 1/2' min. Mulch or sterile straw for spring planting, wood chips for fall planting. Topsoil& fertilizer 12" MIN. DIAMETE Balled & b/Jf/apped or C()ll/ainierized plant as Sfl(lcilied. Cul & remove bui/#P from top 112 ofba/1 (buriap to be roffable) 4' MIN. SNAG TREE 2'(TYP.} FINISHED GRADE 2112' min. Mulch or s/erile straw for spring fJlanung, wood chips for la// planting. Topsoil& fetlllizer CONIFEROUS TREE PLANTING DETAIL TREE PLANTING DETAIL SHRUB PLANTING DETAIL REVISIONS i1,. PER CITY COMMENTS 12-2-08 £ PER CITY COMMENTS 1-30-09 £ PERREVISEDLAYOUTT-13-09 6 NOTTO SCALE Sewall Wetland Consulting, Inc. 27641 Covington Woy SE #2. Covington, Wa 98032 253-859-0515 Fox 253-852-4732 NOTTO SCALE NEW LIFE CHURCH FINAL MIT/GA TION PLAN NOTTO SCALE Job No. 99-101 Designed by. ES Drown by: CML Checked by. __ _ Dote: OCT. 2008 SHEET OF W-3 W-4 • --• -«• --.. ·-·-_,,_, _____________________________________ __J.:...._ _____________ _.J... ______________________ __.__ ________________________________________ ~ 1.0 MITIGA TJON CONCEPT AND GOALS I.I MITIGATION CONCEJ'T The proposed project is the construction of a new building, additional parking areas, new frontage improvements on SR 169, and a reconstructed (enlarged) storm water facility along the east side of the site. The project will also include the construction ofa 30' wide bridge (including a 24' paved travel way and a 5' sidewalk on one side and vertical 6" curbs on both sides) over Madsen Creek that will be 15' wider than the existing 15' wide bridge to the north which is of sub-standard width not suitable for emergency vehicle access. The purpose of this crossing is to maintain access to the westerly pasture portion of the site for maintenance activities, informal recreational space for the school, outdoor church functions, as well as future planned development on the west portion of the site. The project will include removal of the old bridge and restoration of the affected area with native plantings. The crossing will include the placement of an appropriately sized bottomless culvert or bridge, as approved through a Washington Department of Fish and Wildlife HPA. Enhancement of the stream banks in the immediate area of the crossing will also be utilized as will be detailed in HP A application. banks in the immediate area of the crossing will also be utilized as will be detailed in HP A application. The eastern buffers of Wetlands "B", "C" and Madsen Creek are generally degraded outside the immediate bank of the creek. The eastern buffer of Wetland "C" is impacted by an existing gravel driving surface (frre lane); the eastern buffer of Wetland "B" is lawn. The Wetland "B" and "C" buffers provide little function currently with the exception of filtering some runoff prior to entering these waterbodies. The eastern buffer of Madsen Creek will be reduced by 25' (25 percent) and the remaining 75' of buffer (approximately 81,506sf) will be enhanced as required by Code. The Madsen Creek crossing will impact stream buffer that will be mitigated for through buffer averaging. Temporary impacts for grading and for the storm water outfall will be restored with native tree and shrub plantings. The existing gravel fire lane is within the 50' buffer of Wetland C. The proposed paving of the existing gravel fire lane will still be considered an impact to l,762sf of the buffer. The work will also include grading within the buffer abutting the fire lane. The project provides 2,590sf of buffer replacement north of Wetland "B" and south of Wetland "C" to compensate for the past reduction of l,762sf of buffer for Wetland "C". In addition, the remaining reduced wetland buffer area will be enhanced with native plantings following de-compaction of the existing fill material in this area during the grading work. The mitigation area will be monitored five times over a five-year period as required by the City. 1.2.0 MITIGATION GOALS 1.2.1 Enhance 8 l ,506sf of stream buffer through non-native invasive vegetation removal and replanting with native plantings and habitat features. 1.2.2 Enhance the reduced buffer area of Wetland C with native trees and shrubs. 2.0 CONSTRUCTION SEQUENCE The construction sequence of this project will be implemented as follows: 2. l Pre-construction meeting 2.2 Plant material installation 2.3 Construction inspection 2.4 Agency approval 2.5 Monitoring inspection and reporting 2.6 Project completion 2.1 Pre-construction Meeting & Culvert Replacement A pre-construction meeting will be held on-site prior to commencement of construction, to include the Owner's biologist, the contractor, the Owner and the WDFW Biologist and the City Biologist. The approved plans and specifications will be reviewed to ensure that all parties involved understand the intent of the construction docwnents, specifications, site environmental constraints, sequences, and inspection requirements. The old culvert will be removed replaced in the proposed new location with the WDFW approved culvert and during an approved work time for the project as dictated by WDFW. Existing compact fill material in the remaining reduced buffer of Wetland C will be roto-tilled or de-compacted. Snitable topsoil will be installed in this area over the de-compacted fill at a depth of 12". Plantings will be installed within this area after this work is complete. 2.2 Plant Material Installation All weedy non-native material including Himalayan blackberry will be removed by hand from the enhancement areas. All plant material will be planted by hand per detail and Construction and Planting Notes. The Mitigation Plan specifies the required size, species, quantity, and location of plant materials to be installed. The contractor will re-seed or over-seed all hydroseeded areas disturbed during the planting process. Plant substitutions or modifications to locations shall be approved in writing, by the Owner's biologist prior to installation. 2.3 Construction Inspection Upon completion of installation, the Owner's biologist will conduct an inspection to confirm proper implementation of the Mitigation Plan. Any corrections, substitutions or missing items will be identified in a "punch list". Items of particular importance will be soils in pits, pit size, plant species, plant size, mulch around pits, and tree staking. Upon completion of planting, if installation or materials vary significantly from the Mitigation Plan, the contractor will submit a reproducible "as-built" drawing to the Owner. 2.4 Agency Approval Following acceptance of the installation by the Owner's biologist, a letter will be prepared to the City Biologist requesting approval of the installation. 2.5 Monitoring Inspection and Reporting The monitoring program will begin in the first growing season (approximately one year) following installation approval by the City Biologist. The subsequent monitoring inspections will be conducted in accordance with the approved Monitoring Program. 2.6 Project Completion If, after the final year of monitoring, the project has satisfied the objectives and goals of the approved Mitigation Plan, the Owner's biologist will prepare a letter to the City requesting final approval & closure of the mitigation plan. 3.1 SITE PREPARATION & GRADING 3.1.l The Landscape Contractor will hand grub all blackberry varieties and English ivy (if any) as specified in Section 4.13 of the plan. Weed debris will be disposed of off site. 3.2 PLANT AND HABJTAT MATERIALS 3.2.1 All plant materials will be as specified in the plant schedule. Only vigorous plants free of defects, diseases and infestation are acceptable for installation. 3.2.2 All plant materials will conform to the standards and size requirements of ANSI 260.1 "American Standard for Nursery Stock". All plant materials will be native to the Puget Sound Region. Plant materials will be propagated from native stock; no cultivars or horticultural varieties will be allowed. All plant materials will be grown from nursery stock unless otherwise approved. 3.2.3 All nursery grown plant materials will be in containers or balled and burlapped. Bare root plantings will be subject to approval. '.l.2.4 All plant materials stored on-site longer than two (2) weeks will be organized in rows and maintained by the contractor at no additional cost to the owner. Plant materials temporarily stored will be subject to inspection and approval prior to installation. 3.2.5 Substitution requests must be submitted in writing to the Owner and approved by the Owner's biologist in writing prior to delivery to site. 3.2.6 All plant materials will be dug, packed, transported and handled with care to ensure protection from injury. All plant materials to be stored on site more than 24 hours will be heeled into topsoil or sawdust. Precautionary measures shall be taken to ensure plant materials do not dry out before planting. Plants will be shaded and saturated until time of instaJlation. Immediately after installation the mitigation planting area will be saturated to avoid capillary stress. 3 .2. 7 The contractor will verify all plant materials, the quantities shown on the planting plan, and the plant schedule. The quantity of plant materials shown on the plan takes precedent over the quantity on the plant list. 3.3 PLANT MATERIAL INSTALLATION 3 .3 .1 All plant and habitat materials must be inspected prior to installation to verify conformance of the materials with the plant schedule including size, quality and quantity. Any plant or habitat materials deemed unsatisfactory will be rejected. 3.3.2 All plant materials delivered and accepted should be planted immediately, following installation of the habitat features depicted on the plan. Plant materials not planted within 24 hours will be heeled-in per note 3.3.3 All planting pits will be circular with vertical sides, and will be sized per detail on the mitigation plan ard filled with pit soils approved by the Owner's biologist. If native soils are determined to be unacceptable by the Owner's biologist, pit soils will be amended with Cedar Grove mulch or equivalent. 3.3.4 No fertilizers will be used within the mitigation area. In buffer areas only, install "Agriform", or equal plant fertilizer to all planting pits as specified by manufacturer. Fertilizers are allowed only below grade in the planting pits in the buffer areas. No sewage sludge fertilizer ("SteerCo" or "Growco") is allowed in the mitigation area. 3.3.5 All containerized plant materials will be removed from their containers carefully to prevent damage to the plant and its roots. Plants removed from their containers will be planted immediately. 3.3.6 All plant materials will be placed as shown on the approved mitigation plan. If the final installation varies from the approved mitigation plan, the contractor will provide a reproducible mylar as-built of the installed conditions. All plant material will be flagged by the contractor. 3.3.7 All conifer trees will be staked per the detail on the mitigation plan. All deciduous trees I" caliper and larg~r will be staked per the detail on the mitigation plan. Remove tree staking and guy wires from all trees afrer one year. Cut guy wires away from trees and remove wire and tree stakes from site. 3.4 PLANTING SCHEDULE AND WARRANTY 3.4.1 A fall-winter installation schedule (October I st -March 15th ) is preferred for lower mortality rates of new plantings. If plant installation occurs during the spring or summer (March 15th -Oct. 1st) the plantings will be irrigated by hand, with water from a watering truck, for 15 minutes every day until fall rains can provide adequate moisture to support plant materials. 3.4.2 The installer will warrant all plant materials to remain healthy and alive for a period of one year after final acceptance. The installer will replace all dead or unhealthy plant materials per the approved plans and specifications. 3.5 SITE CONDITIONS 3.5.1 The installer will coordinate with the Owner and the Owner's biologist for construction scheduling. 3.5.2 All plant material will be planted with suitable soils per planting details. Soils from planting holes will'iie spread and smoothed across the mitigation area. 4.0 MAINTENANCE PROGRAM INTRODUCTION This maintenance program outlines the program, procedures and goals for maintenance at the mitigation site. This maintenance program will be the responsibility of the project owner through the duration of its ownership of the mitigation area, or throughout the duration of the monitoring period, whichever is longer. The maintenance contractor will complete the work as outlined below. 4.1 MAINTENANCE WORK SCOPE 4.1.1 The primary goals of the mitigation plan are to enhance the stream buffer areas. To accomplish this goal, normal landscaping methods must be modified to include: a. No mowing or trimming of ground cover or vegetation in the mitigation area except for control of reed canary grass and other tall growing grasses in and around plantings. Reed canary grass as well as other tall grasses such as fescue, quackgrass etc. shall be cut away from base of installed plant to avoid overgrowth of the native planting. Alternatively, a water penneable fabric or cardboard disk 12"-18" in diameter may be placed around base of plant to block tall grass growth from competing with planting. b. No placement of fertilizers in the mitigation area. c. No placement of bark mulch or equivalent in the mitigation area, except as noted in the planting details. d. No placement of grass clippings, landscape debris, fill or ornamental plant materials in the mitigation area. 4.1.2 Work to be included in each site visit: a. Remove all litter including paper, plastic, bottles, construction debris, yard debris, etc. b. Remove all blackberry varieties and scotch broom within the mitigation area. All debris is to be removed from site and disposed in an approved landfill. c. Repair silt and/or permanent fencing and signage as needed. 4.1.3 Work to be completed on an annual basis includes: a. Areas containing Himalayan blackberry should be controlled by hand cutting the blackberry and treating the remaining cut stems only with a glyphosphate herbicide such as Roundup or Rodeo. b. Replace dead or failed plant materials. Replacement plantings are to be of same species, size and location as original plantings. Plantings are to be installed during the donnant period. 4.2 MAINTENANCE SCHEDULE The Owner will conduct all items listed in the Maintenance Work Scope on an annual basis. Additional work may be required per the Monitoring Report and as approved by the City Biologist. Additional work may include removal of the grasses around each shrub and tree, installation of wood chips at each shrub and tree base, reseeding the mitigation area, re-staking existing trees and erosion control protection. 4.3 WATERING REQUIREMENTS 4.3.l If plantings are installed within the dormant period throughout the winter months (October through March 15th) watering is not required. 4.3.2 If plantings are installed during the summer months (March through October !st) a temporary irrigation system will be required. The temporary irrigation system may be removed after the frrst year providing the plantings are established and acclimated to on-site conditions per Construction and Plantings Notes Sec. 4.0. 4.3.3 Irrigation will continue from initiation through October 1st, or between June !st and Oct. 1st for any subsequent year. Irrigation, if required, will provide head to head coverage for 15 minntes per day every day. 4.4 CLOSEOUT OF FNE YEAR MONITORING PROGRAM Upon completion of the monitoring program and acceptance of the buffer mitigation by the City Biologist, the maintenance of the project will be reduced to include removal of litter and debris, repair of perimeter fencing and signage, removal of noxious weeds and undesirable vegetation, and repair of vandalized areas. 5.0 MITIGATION MONffORING PROGRAM 5.1 SAMPLING METIIODOLOGY The enhanced buffer will be monitored five times over a five year period. Monitoring will be conducted using the techniques and procedures described below to quantify the survival, relative health and growth of plant material. A monitoring report submitted following each monitoring visit will describe and quantify the status of the mitigation at that time. 5.1.1 Vegetation The vegetation monitoring consists of inspection of the planted material to detennine the health and vigor of the installation. All the planted material in the buffer will be inspected during each monitoring visit to determine the level of survival of the installation. 5.2 STANDARDS OF SUCCESS I. Evaluation of the success of the mitigation project will be based upon an 100% survival at the end of Year I and 80% survival of all plauted woody vegetation at the end of year 5. 2. 3. Volunteer native, non-invasive species will be included as acceptable components of the mitigation. Not more than I 0% non-native invasive species within the mitigation area. 5.3 CONTINGENCY PLAN A contingency plan can be implemented if necessary. Contingency plans can include regrading, additional plant installation, erosion control, additional water quality facilities, plant substitutions including type, size, and location. lfthe monitoring results indicate that any of the performance standards are not being met, it may be necessary to implement all or part of the contingency plan. Careful attention to maintenance is essential in ensuring that problems do not arise. Should any of the site fail to meet the success criteria, a contingency plan will be developed and implemented with the City approval. Such plans are prepared on a case-by-case basis to reflect the failed mitigation characteristics. Contingency/maintenance activities will include, but are not limited to: • Replacing all plants lost to vandalism, drought, or disease, as necessary'.. • Replacing any plant species with a 20 percent or greater mortality rate with the same species or similar species approved by the City Biologist. • Irrigating the enhancement area only as necessary during dry weather if plants appear to be too dry, with a minimal quantity of water. • Removing all trash or undesirable debris from the buffer areas as necessary per 4. 0 Maintenance Program. Sewall Wetland Consulting, Inc. 27641 Covington Way SE f2, Covington, Wa 98032 253-859-0515 Fax 253-852-4732 ~ gi gi ":< ~ ,., -(J) ~ -K. z ~ ~ 1-.. 0 ~ -[i :;;: (J) ; Ci I ::s 8 8 @ 0::: ~ ~ ~ ~ (3 C fl:i 0:: fl:i 0:: fl:i 0:: ~~~<] Job No. 99-101 Designed by. ES Drown by: CML Checked by. Dote: OCT. 2008 SHEET W4 OF W4