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HomeMy WebLinkAboutLarge FormatPROPEITTY UNE co \ Ii \ I 'I 's \ L--- I ··._\. v'' \ \ \ ' / / \ \ 4 ' -+-,/ - \ \ \ .----~---):----~ / . I \ \ EXISTING BLDG. 21,Bb:l SF EX. VE6ETATION TO REMAIN \ \ ·1 ,'\ ,-,/ (,' , . , 1 \ ,._, r, ..J \ \ -i-/ ' \\ ·, \ '\ PTN. NW 1(4 OF THE NW 1/4 F SEC. 24, TWP. 23N., RGE. 04E., WM. " .. . I . . . r--'--·---------'I ·1 11 1' ··--r ····· ____ T ____ ---l !: 1, ' t! ! 11 ti ; I [, I ! ,' I ,1 Ii I ·, "' /J '\,,, ·='"l I I I . ''=/ BIKE RACK -~ / ,,-1·1 oo' '1 !1_:-::-~ /_.C)C __; i! __ -==-1 .1: .. Cf3' 1 r:_ -----, Ci J --, _ __, -I ._-, s,-,._ " "' \' I I h) I •11 = 'J 11 ....:, t...,' -..__, ' -I•,_,,__, GRAPHIC SCALE 20 0 10 I -I I 1" -20 1 TIC)1\!-:2·1. 25 1 20 I LANDSCAPE PLANTING SCHEDULE SYMBOL 0 8 @ @ @ @ 1· · · · · . · · 1 ............. > ~--.--~ :"~---~_;: ~-:··;"·.:. • "' ......... -~· "' ,i' .. . BOTANIC.AL and C.OMMON NAME ACER RUBRLIM 'SOJIIIHALL' PSEUDOreucSA MENZIESII PY'l<JJS CALLERY ANA 'AUTUMN BLAZE' THUJA PLICATA CORNUS SERICEA CORNUS SERICEA 'FLAVIAAMEA' EUONYMUS ALATA SOl'IHALL RED MAPLE DOUcSLAS FIR AUTUMN BLAZE CALLERY PEAR. l'IESTERN RED CEDAR RED-Tl'll cS DOcSl'IOOD YELLOl'l-Tl'll cS DOcSl'IOOD BUR.NI NcS BUSH PRLINUSLAUROCERASUS OTTO LUYKEN LAUREL 'OTTO LUYKEN' VIBURNUM TINUS ARCTOSTAPHYLLOS WA-URSI AREA = 2,610 SF ± 'SPRINIS SOUGI.JET' VIBURNUM KINNIKINNICK cSAUL THERIA SHALLON SALAL AREA = l,<!46 SF ± SEE SEED MIX BELOl'l Dl'IARF TALL MEADOl'l FESCUE Dl'IARF PERENNIAL RYE RED FESCUE COLONIAL 6ENTcSAAS5 SIZE QUANTITY SPAC.INGo 2" CAL. 5 8' MIN. HElcSHT 6' MIN. HEl6HT 2 I 1/2" CAL. 8' MIN. HElcSHT 6' MIN. HElcSHT MIN.18" MIN.18" MIN.18" MIN.18" MIN.18" I 6ALLON POT I cSALLON POT % l'lElcSHT 45 ;!O 20 5 6 1 52 ;16 ::14 5::1 11 1129 450 AS SHOl'IN AS SHOl'IN AS SHOl'IN AS SHOl'IN AS SHOl'IN AS SHOl'IN AS SHOl'IN AS SHOl'IN AS SHOl'IN 18" o.c. 24"0.C. % cSERMINATION <!O "10 'lo "10 APPLY @ 5 POUNDS / IPOO SF · AREA= 1,121 SF± RECEIVED MAY 1 9 2015 CITY Of RENTON PIANNING DIVISION ~<] <] <] <] <] <] <] <] <] <] <] ~ (!) ~ ~ 15 ~ ~ i1i Cl ;:: ~ 1 13 a:: Q Ltj f- 0 ~ Co --, ~ ~ ~ (!) ~ ~ ~ i1i as ~ ~ a:: a:: Ltj El Ltj El .,, ~ i3 c:i ~ o ~ Uj ~ c:i Lo ~ ~ 0 sl o-\':! (j " JOHN E. RUBENKONIG CERTIFICATE NO. 574 re! ci STAMP NOT VALID UNLESS SIGNED ANO DATED ~ Q i)i ~ ..... , • ..t ;:: e; CJ QI G: JOB NUMBER SPT SHEET NUMBER 2 OF 4 :3-2"X2" STAKES DRIVE (MIN 2') FIRMLY INTO 5U66RADE PRIOR TO BACKFILLING STAKE ABOVE FIRST BRANCHES OR AS NECESSARY FOR FIRM 5UPPORT PLANT 50 THAT TOP OF ROOT BALL 15 LEVEL l"llTH THE FINISHED GRADE 2 STRAND Tl"ll5TED 12 GUME GAL. i"llRE ENCASED IN 2" DIA RUBBER HOSE--------_,,, FERTILIZER -PLACE PRIOR TO BARK--+-+-, MULCH APPLICATION. BARK MULCH -2" LAYER FEATHER TO TREE TRUNK. FORM SAUCER l"llTH :3" CONTINUOUS RIM !-. = 11= = 1=111 Ill CUT AND REMOVE ALL i"lRAPPING 1 kl I ElURLAP FROM TOP HALF OF BALL. - I Ill=== 11 111 111 !11 11 ,_lll,.I PTN. NW 1/4 OF THE NW 1/4 OF SEC. 24, TWP. 23N., RGE. 04E., WM. FERTILIZER -PLACE PRIOR TO BARK MULCH APPLICATION. 1/2" DIA BLACK RIJ66ER HOSE LOCATE HALFMY UP TREE 12 G>A G>UYING> i"llRES 2 STRAND Tl"ll5T 2" BARK MULCH----- FORM SAUCER Jl'IITH 3" CONTINUOUS RIM---~ PLANT SO THAT TOP OF ROOT BALL IS LEVEL WITH THE FINISHED GRADE MTER 4 TAMP POCKETS TO REMOVE AIR I i' I I~ ~illillillillill:&.f-fll-·--+l! -:3" TAMPED TOPSOIL M'Tl:R 4 TAMP POC.KETS TO REMOVE AIR POCKETS. 11~ ii~~~~~ SEE SPECIFIED PLANTING MIX. --1-+w+·· 1=-scARIFY TO 4" DEPTH . -I :-.,.., r-11 =, .,._I -11 ..-,,,1=1 I n-_r---11 I ' I , I 1- SEE 5PEC.IFIED PLANTING> MIX. I ,--,Hi ..,....,___~-~--r<Q __ . _· _2=--_X_B_A..c.Lc...L_D_IA_. _ ___._I DECIDUOUS TREE STAKING DETAIL 2" BARK MULC·..,__ __ FORM SAUC.ER Jl'IITH :3" CONTINUOUS RIM -~ M'Tl:R 4 TAMP POC.KET5 TO REMOVE AIR POC.KET5. SEE PLANTIN6 MIX. SHRUB PLANTING NO SCALE 11 111 -11~r =m~m~- II=' :3" TAMPED TOPSOIL -,,-, ,-111- SC.ARIFY TO 4" DEPTH -- ,' 1-=111_ 111=,11-111- VARIES __ ....,;:....':_---'--3" TAMPED TOPSOIL CONTROLLED RELEASE FERTILIZER 6RANULE5. PLACE PRIOR TO BARK MULCH APPLICATION. ROOT BALL + 12" CONIFEROUS TREE STAKING DETAIL NOTE, SEE PLANTING PATTERN NO SCALE CONTROLLED RELEASE FERTILIZER 6RANULE5. PLACE PRIOR TO BARK MULCH APPLICATION. BARK MULCH 2" DEPTH, FEATHER TO BASE OF PLANT. FINISH GRADE BACKFILL SOIL GROUND GOVER PLANTING NO SCALE LANDSCAPE NOTES I. ALL TECHNIQUES AND METHODS USED DURING CONSTRUCTION OF THE LANDSCAPE PORTION OF THIS PROJECT SHALL BE OF THE FIRST G1UALITY AS COMPARED TO THE STANDARDS OF THE INDUSTRY. ALL ASPECTS OF THIS l"lORK l"llLL BE 5U6JEC.T TO THE REYIEl"l AND APPROVAL OF THE LANDSCAPE ARCHITEC.T AND CITY OF RENTON. 2. COORDINATE ALL i"lORK l"llTH OTHER CONTRACTORS ON SITE. THE LANDSCAPE CONTRACTOR SHALL OBTAIN ALL PERMITS NEC.ESSARY FOR THAT PORTION OF THIS PROJECT. :3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL DEBRIS, RUBBISH AND AND EXCESS MATERIAL INCURRED BY THIS PROJEC.T. 4. Dl5CREPENCIE5 BETl"eEN PLANS AND SITE CONDITIONS SHALL BE BROU6HT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING. 5. VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO PLAN INSTALLATION. NO TREES SHALL BE PLANTED CLOSER THAN 5 FEET TO UNDER6ROUND UTILITIES IF AT ALL POSSIBLE. 6. VERIFY EXISTING GRADING IN FIELD PRIOR TO CONSTRUCTION. IF CONDITIONS ARE OTHER THAN EXPECTED, CONTACT THE ARCHITECT IMMEDIATELY. 1. EXISTING TOPSOIL SHOULD BE STRIPPED FROM CONSTRUCTION LOCATIONS, SAFELY STORED ON SITE, AND REUSED IN PLANTING BED PREPARATION. AUGMENT i"lHERE NEC.ESSARY l"llTH "STEER.CO", PACIFIC TOPSOILS i"llNTERMIX OR AN APPROVED EQUIVALENT. TILL THOROU6HLY INTO PLANTING BEDS AND LAi"lN AREAS FOR A MINIMUM DEPTH OF 6". REMOVE ROCKS AND DEBRIS LAR<:>ER THAN I". SEE SOIL AMENDMENT NOTE BELOl"l. 8. COVER ALL TREE, 5HRU6 AND GROUNDCOYER PLANTING AREAS l"llTH A :3" MINIMUM THIC.KNE55 OF MULCH. 'l. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE LANDSCAPE PORTION OF THIS PROJEc.T DURIN6 CONSTRUCTION AND FOR A MINIMUM OF :30 DAYS AFTER FINAL ACCEPTANCE. THIS l"lORK SHALL TAKE THE FORM OF i"lATERING l"lHERE NECESSARY, DEBRIS PIC.KUP, i"lEEDING AND ANY PRUNING NEEDED TO KEEP THE LANDSCAPE IN FIRST CLASS CONDITION. 10. ALL PLANT MATERIAL SHALL BE IN /SOOD 6ROl"llNG CONDITION AT THE TIME OF PLANTING AND SHALL BE GUARANTEED FOR ONE FULL YEAR OR UNTIL THE NEXT <:>ROl"llNG SEASON (J/'IHICHEYER TIME PERIOD 15 LONGER) AFTER FINAL ACCEPTANCE. ANY REPLACEMENT PLANT MATERIAL REG1UIRED SHALL BE EXACTLY THE SAME A5 ORIGINALLY SPECIFIED A5 TO TYPE AND SIZE. THE CONTRACTOR SHALL RE-DO ANY TREE STAKING AS 15 APPROPRIATE DURING THIS TIME PERIOD. II. DIG, PACK, TRANSPORT AND HANDLE ALL PLANTS l"llTH CARE TO ENSURE PROTECTION FROM INJURY. STORE PLANTS IN THE MANNER NEC.ESSARY TO ACCOMADATE THEIR HORTICULTURAL REQUIREMENTS. HEEL-IN PLANTS AND IRRl6ATE AS NEEDED TO KEEP FROM DRYIN6 OUT. 12. INSTALL APPROPRIATE TRANSPLANTER FERTILIZER TO ALL PLANTING PITS AS SPECIFIED BY MAt-lJFAC TUR.ER. 1:3. STAKE ALL TREES AS SHOY'IN IN DETAIL. 14. THE CONTRACTOR 15 RESPONSIBLE FOR i"lATERING ALL PLANTS TO EN5URE THEIR 5URYIYAL UNTIL FINAL ACCEPTANCE AND/OR IRRl6ATION SYSTEM HAS BEEN INSTALLED AND 15 OPERATIONAL. PROJECT NOTES IRRl6ATION THE C.ONTRACTOR 15 REQUIRED TO INSTALL IRRl6ATION AND i"llLL CONTRACT l"llTH A DE516N/6UILD IRRl6ATION CONTRACTOR TO INSTALL THIS SYSTEM. ROOT BARRIER, INSTALL 24" DEEP ROOT BARRIER AT ED6E OF PAVEMENT, i"lALK, OR CURB IF i"llTHIN 5 FEET OF ANY PROPOSED PLANTIN65. 1§ ~ ~ ~ c§ §g<] <] <] <] <] <] <] <] <] <] <] ~ C) 0:: (.!) ~ ~ (l (!) ~ 0-C] ~ C) lti ;;: § "' :,. 0:: lliG ;;: ,~ :r::' Cl C) ..., it m i-.::: a ~ oe.s CJ) ~ ~ ~ ~ tS CJ) ~ :5 (!) (!) ~ :ii: ~ ~ a:i a:i § § 0:: c:, 0:: El lti CJ lJJ "' ;;: 13 c:, ~ Q -::t C--J ~ F=:! ~ c:, c, ~ 'C Cl c, 2l ~ i5 ..., c:, "'" c:, t{t Q ~ t 0: LI.I ~ ...... ~ Cl) JOHN E. RUBENKONIG CERTIFICATE NO. 574 STAMP NOT VALID UNLESS SIGNED AND DATED ~ Q ;}'; ~ ._, ,_, ;;: e; CJ ,,_1 -' [;: <: e <.') ~ ~ ~ s: (/) Q c§ a::: ffi i--: ~ a ~ ..... ~ ~ l{) ~ <: e ~ a::: JOB NUMBER SPT SHEET NUMBER 4 OF 4 I ( I I I I I I I I I I I I I I I / PRQ / / PTN. NW 1/4 OF THE NW 1/4 OF SEC. 124, TWP. 23N., RGE. 04E., W.M. :I &" (:.!.~f:R-<.··( / / / / / \ \ \ \ \ \ ,,) 12· ;-;:::IR ' I' ;! ,, 1'i ,, ' ,, Ii' " .'i' ,, GRAPHIC SCALE 30 0 15 111 -30' I I \ " 1 I ' / 30 VICINITY MAP NOT TO SCALE PROJECT CONTACT INFORMATION: GLIENT, ARC.HI TEG T: ENGINEER: LANDSCAPE ARCHITECT: SEATTLE PIPE TRADES • GOLL.INS Y'IOERMAN ARGHITEC.TS 'SC.OTT RIGE, AIA PROJECT MANAGER 110 SEGOND AVENUE, SUITE 1400 SEATTLE, Jl'IASHINGTON '18104-1110 · 206.245.2100 SRIGE@GOLLINSY'IOERMAN.GOM NOVADYNE GIVIL ENGINEERS DON SCARBERRY, PE 11510 25TH AVENUE NE SEATTLE, Y'IA <J!e12s 425.15:3.186'1 RUBENKONIG PLANNING AND · LANDSCAPE ARGHITEGTURE, PL.LG . JOHN RUBENKONIG, ASL.A · 8218 210TH PLAC.E 51<'1 EDMONDS, Jl'IA '18026 206.4'11.'1621 RUBENKONIGPLA@MSN.GOM GONTRAG TOR: FERRIS-TURNEY GENERAL C.ONTRAC. TORS ROD FERRIS, VIGE PRESIDENT • MARK Mc.GARY, PROJEG T MANAGER '. i1e,'N 95TH ST, SEATTLE, Jl'IA 'l8IOB I 206.6B2.21.:i1 PROJECT LOCATION: SEATTLE PIPE TRADES 5'15 MONSTER ROAD RENTON, Jl'IA '18055 SITE DATA: SITE SIZE, 5.5B AC.RES TAX PARC.EL No., 242:304-'1122 TREE CALCULATIONS EXISTING, 4B (THESE 4B TREES ARE ALL OUTSIDE OF ANY Y'IETLAND OR !BUFFER AREAS) SIGNIFIC.ANT TREES 6" 4 LARGER: 4:3 PROPOSED REMOVAL OF SIGNIFIC.ANT TREES, 20 OECIOI.IOUS /, EXISTING TREES I ' j ("',.~ __ / PER THE GITY TREE RETENTION Y'IORKSHEET, THERE ARE NO REQUIRED REPLAC.EMENT TREES. SHEET INDEX I -TREE INVENTORY PLAN 2 -LANDSG~PE PLANTING PLAN B -BUILDING 4 LANDSC.APE ANAL Y515 4 -LANDSCAPE DETAILS 4 NOTES RECEIVED MAY l 9 20\5 crrv Of RU,!'l'ON PLANNING DIVISION ~<8 <] <] <] <] <] <] <] <] <] <] ~ \!) 0 ;1: ~ ~ ~ iii § ~ Cl:: Q lli §§ ~ ~ ;, ,;; ,_ CJ "s G ~ <: "'( it ).. a:: ~ ~ :s ~ Hj ~ \!) \!) ;1: ;1: ~ ~ iii iii § § Cl:: Cl:: lli c3 lli ~ i§ "' 5§ Cl 5§ -iii i\1 Cl c3 ~ ~ i's c3 ~ a ~ e's " ta Q ~ t t LI.I ~ ...... ~ 'Ii ·v· C:,, ·:1 '7 "' ~ , ~ ,3 p s: <o ~· ·t} z Cf) ~ '"' :!I• ' r.::4 Lu <:o ~ . p.·. .-l .... ~ (_) <J) <J) /)!.,· tr:, 3 ~ '* 0 C) z ~-Q " ::t (I) "" 0 "' i-:: Q <o ,.. ~ .. c:, <!: c:, ti! ,J " ~ "' 0 '. "' .·n. <:o :;; it ;, .q i;;,; z ~@ .:'.:i <:o JOHN E. RUBENKONIG CERTIFICATE NO. 574 STAMP NOT VALID UNLESS SIGNED AND DA TED ~ Cl ,-.: "' ~ -.I ,_, ;, e; Lu n.' -., cc: <: 2 <.'.l ~ ~ ~ :s; (/) Cl 6 a::: f5 i,.;: ~ ~ .... ~ .... ~ to ~ ~ 1-.::. ~ a::: JOB NUMBER SPT SHEET NUMBER 1 OF 4 l ' I . --·- ,er ' i ' ' B (c) I 14'-9" 12'-9" I I r . I I 'r ·; I I FOYER 18'-4 5/r!' 9'-6 1/4" D NOTE: RESIDENTIAL STYLE KITCHEN FOR WARMING PRE-MADE FOOD ONLY -NO OPEN FLAME OR GREASE APPLIANCES IN THIS PROJECT ' 20·-2 1/2" I KITCHEN - 8 £-' ' a i l ' MEN ~J • ' "' µ, ©( l "" \__ "'"' © ,,., I 11 I 130'-0" EXISTING BUILDING I I j: i i l I J _________ Q l ------..;y ! i G 10· o· II r< l ----- 'rl", I UJ! 1 rrn L_::t""" s ·----- L_J STAGE ll r~ll I lJJJ ~_[)] I HC I LIFT L_ v' ? ~ ' r - ~ f AUDIO i EQUIP r 91 ooolll EXISTING BUILDING TO REMAIN AS IS ! ! !: i i I I I. r v ia========'r\rL 1 "V~l'=1 == _ -,F=~' ! _1 1 1.~ ~ ______ j __ ·-_____ 1 _ _ _ _ _ _ _ I ______ J 'v-11 lu/_-'::Jl;Jc=! =~c:"":----c 1: l' ;1 u ' I . I · I I ,: ---------~==r= = ~ 1 · """ .. ! --i1 -Et:,a==~~-=~='="~ .. -~ ... '1"1 .. ccc __ c:::··--~-··""·~=· =-~-~='· =t-\--~Ci _ ·~ ---='-tljl'I =-==-=='=-~ -===-__c_:c!· -'\( : F' 1n1 11' :I 11. ,I · 11 I I I I I, :I I -------CP-,- 1 r=i "· I I I I I I II I ------- II f"' ii ~JL I 11);ij 11 II II I ------------···-· (JI l~I ~- \ ----------------- " - ' I ~r ' I .. JI (" I l ·-·----------· --------·-. ---- '' ,., -----0 I \ ~,1-~·:r =,ij\/ll./11 ' i D I II I 1n ---... ==== -------- I ' I I I I I -~:J~=~~~---., "" - ' I! ! 11·· " " :1 I: I '" /,.--: \( I II '.·.I 111 :u . :lb Ii; . C. I I I I ---___ ·----------1----© /, !\ '· )\ --.... __ _ I ---------t-_(··-, ... -.-__ J _',,' -----©. 5 '' .. . I . • ,,,,,-, • ',, "\,,' ,,,, ,'•,OC•o,C•l•. '•'-'~ ..• ,,p-,•, ' I 'i-;-1-, ~ C LLINS TITLE m ;;:tJ ::r )> z (Cl 710 SECOND AVENUE • SUITE 1400 SEATTLE, WASHINGTON 98104-1710 T • 206.245.2100 F • 206.245.2101 LR. • WWW.COWNSWOEFl,l/>/KOM SEATTLE PIPE TRADES EXPANSION 595 Monster Rd. SW, Ste. 100 Renton, WA 98057-2937 RECEIVED MAY 1 9 2015 C!TY Of RENTON PLANNING DIVISION CONSULTANT ISSUED: MAR< DATE DESCRIPTION 04.30. 15 SPR APPLICATION PROJECT NUMBER xxxxxxxxx.xx DRAWN BY cw ISSUE DATE '1:1./XX/XXX.X SEAL SHEET TITLE / NUMBER MAIN LEVEL .. FLOOR PLAN A2.0 @ 2014 COLI.NSWOEIIMAN, All FIGHTS FESERVED C D ,r-11 J/t' rs-11' I, 11'-5" II' 5" I I I ~ ,... I i \.a OFFICE /I OFFICE /2 OFFlCE /J ,.; EXEC CONFERENCE I (h ( ( I i. '. ._J I I I _ ___ I ------ I -I l EXISTING OUIUlNG ]° REMAIN IS IS I -/JJ I ' ______ / __ -:.:..;:=,-L__ I -~ 7'-9 t/f' 15'-,4 !/4" i: 1-1' r-1· J'-11· 1'-11· I 1-" I \ I I Ir\ I I I - 16'-10 1/4" BUUPEN /2 WJL/FlLE STOJlAGE/ETC I\ r-11· 16' 7• 1-11' 1J'-O 1/'l" u u STORAGE L .-- c\ ' ~~ -------_ 11_ --------+t---++---------------lj!J -------- Jf ~ \,_I @--+----l __ ----------I±!----------------t,tt---++-------------{'.]f---- I I I ~;=l~\.I •==f~///~·===--===-~ I ~-----~~=---------=-------~I I --- I J \t:::; ( ~ \". __ ;::::i I ' ---------- \_ I I I -... ----I ==11 rr---..-;;;;;;-=~~--~======~ I I 1: ··,·.1 I! I., I -{ I 1: --1.•-----_-, ~=~~-I -r·i -,I . 1 •. ·····. I -~ .. --, I I I I I I rt I ---' ----- I I I I rr/ E F ,,,_,. 11'-{,' 11'-5" 11'-5" ' ' I OFFICE /5 OFFICE /6 OFrlCE /4 I (l====l( 1\1:===I 6'-1 3/4" I OjG\NIZER /1 I 0 G\NIZER j3 I I "" 5'-0" 1r-~ ,;r (-6 3/4' !2'-10 3/4' I ====;';,=====1 ORG\NIZER I OFFICE /10 ms/COPY EXIRA OFFICI OFFICE /11 cl 17'-9 5~· CM.l CENTER !>REA I I I I I Ell~TING BUILDING TO REMAIN IS IS I I I I I 11-5" OFFlCE #7 ( 5'-11" 11'-«" OFFICE /8 OFm /9 ~ t ! s ' '~ -5'-11' :;: I ,.,,,,,.,; __ -- I -- I - I i/:=o 1 1 icc;==1 = Ii~=~ II I Ii lj I I I -====------------:-:=-----=----:=II~, ' : ' - I I I I I I I I I I I G 1~·-1 1/4" OPEN COVERED OECK ~ - ~ BREAK ROOM ~ ~ I--,l,J, 1---j S: 00 i I I - I' II (-~i I I I 1 -// [7 ii I \ I I I I I I . I LL __ ,l~-------CF===t--.· • -~--~----0) I, (7 I II I I I:: I I 111· - 11. 11 II \_ 1 · ·· · t ' :: i i 7 \ I :I ' 'I :11; -------j -~,====~======lh1~~---+---~J,------0 I I ___/ -----I I I I I I I I I I --------1--------© I -------r------- I I I I I I I i I I I I I I I i. I i. ' -------:-..... _ j ,-::--,L_, , ---:-:.-.. -.,i-, __ -. ---------0:) \ L~~~-1-'------<l:;::;::j;:::I ~--e+------.--=-~lj "" . -_ [-_ ---~-·----- .02'4' 8' (~ (D ~~~~~0~EVEL FLOOR PLAN 16' ---- North ~ C LLINS m :,:J :r ):> z© 710 SECOND AVENUE • SUITE 1400 SEATTLE, WASHl'lGTON 98104-1710 T • 206.2452100 F • 206,245.2101 lJfL • WWWCOLUNSWCJEl'MAN,COM TITLE SEATTLE PIPE TRADES EXPANSION 595 Monster Rd. SW, Ste. 100 Renton, WA 98057-2937 CONSULTANT ISSUED= MARK DAlE DESCRIPTION 04.30. 15 SPR APPLICATION PROJECT NUMBER xxxxxxxxx.xx DRAWN BY cw ISSUE DAlE XX/XX/XXXX SEAL SHEET TITLE / NUMBER UPPER LEVEL -FLOOR Pl.AN - A2.1 @ 2014 COWNSWOEfMAN, ,ILL FIGHTS RESEFM3) A 8 C D E F G H J ~ ~ ~~~~=~·-.. -':.'::.,,.;;::. ~--~;;;:-=:::.__:;;:==-::;,~i==,r====~==-===-==. ===~==j==c=cccc========c=====c=c:=====:==:;======::'{,~~====-:;;==:=======:=:==::ti=:zJr:=· ::::_';;. =-=-~======:======:==:===:===t=;=.==. =============================='IF,, =T~,,==. ':::: .. ==~ '--':::;;:::~ ~=::==:;==;==;=;.;jc_.11 =;;::;·· -~J;i1. =·===~=~====.l:"'i:... ~ _T_.0,_PAP-AP_Q E_LEY,_57.4' : .•. L_[ __ ~~~~----i' r l 1r 1 1 · -i,-----··· I :1 1 1 ,: -----· · r I 1 -------ii· 11 ~Fi ~-+-~~1 ·--~~~~~-~~· _-· _-___ ',:-· -Hr . -.. -----,-------=r·-· r .. ·•····. . .. --l:' -;~ --. ---~ .c --•. • h,11····· -~~-----------: --i ..• ~ _--• ~ --• -:I:-·1 ·::, . .. --~: .. ····1 · ··,I: .. ~ -~ ..... •······. .. :: · 11 -!~t.c.·----~-~-~-~-~-r . E J~:~---... .. -~ ·=---=J-· I jl .. . ..... , .... .. -----..... -: -I UPPER. FULEV. 40.4' --·-·--,_ -· --· ___ ,, ----~,-, -.·:r-i ~~---~~~-..,·.-1 , · · · · · • . I 1 i] ! ---I-·,, --:I . . 1:--. . . I !I --. -.... -.. ------,: -r r ----.. --···------------. r I ' I : I ! 1--I. 1: ... -------·· ...... , ....... --.. -··-··', -I ~F ELEV, 25.4' KEYNOTES= G) PAINTED CONCRETE TILT-UP PANEL AT ALL EXTERIOR WALLS WITH ALUM, STOREFRONT SYSTEM (_j) ALUMINUM LOUVERED ROOFTOP HVAC SCREENING TO MATCH EXISTING BUILDING SCREEN COLORS G) EXISTING CONCRETE TILT-UP BUILDING TO REMAIN KEYNOTES= 1. NEW AND EXISTING BUILDINGS DO NOT HAVE ANY STREET FRONTAGE AND HAS ONLY MINOR VIEW TO MAIN ROADWAY 2, PROPERTY AT BUILDING AREA IS RELATIVELY FLAT -AVERAGE GRADE IS APPROX. SAME AT ALL BUILDING ELEVATIONS 3. NEW BUILDING TO MATCH EXIST. BUILDING COLORS -LIGHT GREY WITH ALUM. STOREFRONT WINDOW SYSTEM -ROOF TO BE WHITE EPDM ROOFING. 4. NO NEW FENCING WILL BE ADDED AT BUILDING AREA -MINOR ADDITIONS OF CYCLONE FENCING AND REUSE OF EXISTING ENTRY GATES SHOWN ON SITE PLAN 5. EXISTING SITE LIGHTING WILL BE REUSED -ANY NEW SITE LIGHTING TO MATCH EXISTING SHOEBOX STYLE 6. ROOFTOP HVAC UNITS TO BE SCREENED WITH ALUM. LOUVERED HOUSING -ACTUAL DIMENSIONS TO BE DETERMINED 0 2' 4' 8' 5 4 3 2 1 0 -1 r 1-1--~~-"--·"r --Ti"1 F···--==~t::=_ ~--=·_=·· = __ ~===-_=· __ =_== ___ .:;;: .. =. =··=-Fi=··_=·=· -~i~1~·-.,~;;j;i·-·=· -::--~·=·~·=·· ~·=--·:· :::::~:::::~_= ~= ~= ~=~~,~~-iFF·~.=-~ =if.l=--=~=.~-=-~=-:=.== .• = ..• = ...• =. _=.= __ = ___ =. ~-=_ =~=_ =--;;:j~E--=--~F-~)F'f-== ... ;==··~=-_==._= __ =~=~=·~=··· ~==-==~==.:-~--==_== ___ ==_c= __ =_.==_~==-== .. ~fi:L1--:T·l1!~,:~~~::~~::-~:~-~::~ =::~ ~::~ ~::-~::...'~;::-~::-r..::-=::~=::~ =::~~::-";';,::-==:-;';jj~:~~I I I _J I >------------------------------!----------------~ ,, . .-,.., --,-·- 16' IO. PAR\PET ELEV, 57A' -- 0 2' 4' 8' 16' ---- J H F E D C 8 A ---"' .. . I :~ "---~------~---~~ .. :::=~::,=:=~:al-.. == =---~---,,~~c-,,-~------~~·~=·-=--=---=-1~""9"-p-==---===~c----.... ' ·--'-~------~:---J-... ~~:•_···-·_ ... _ .. _ ........ ~~·-.... ~~ -_ ~--~ ~_ ~-~ ~ ~~ ~_ ~_ ~~ ~~~-~.:r·-. _-_i-___ ·;iil·----------=-.. ---.. : .. ~ = =-1Fl=1F i o 000·--L 1 JL=,======~~~~~~~~~-----~~ ............... -~--~_,_~.........,.....~~~........_...~~-------~-'----"~o---d1-1 '----1~,_~ ~LDcr 1 1 i~I I : _ I :1 1111111111111 :111111111111 1 1 I j' 1 , : , .... ·"':i',-_-_-_ ........ -.. _ = = ~ -_ -_1-J...--~-l,--~~~~1.._ ____ --;.Hl--+-~-==~~~~......-jt--lHl---~~----~---~-.:.-_-_-_--ii-,::}+--....j::_-_-_-_-_-_-_-_~_-_~_-_-_-_~_-_-_-_-_.Jc1,.~~l------__ -_-. __ .. _-__ ·-___ . __ ........ _ ... ·.·.·.·.·.·_·· .. -....... · .... --........... -····-··--·_···-.. _· .... · .. -.. -.. -1 .. ~ .. --i--_-_ .. :; ... -... -~-.. ___ ....... _-.. ~--=-~=~:: UPPE~FF ELEV, 40.4 I II ;I 1 ,I i , l]D ITJ[tcrrr-.... ' I' .. i1~i'~ ~JD~i ~[J LJ ,--, ;, ii ::::;::::::.:1t--=::-,..~:="9p=9ea=HF~--lF=9p,=..ip,a=9e-=9p=if--'-I-F""~l~"9F=91!"91!HF=9l--~ccc/p,=..ip,a=9~-·~lc"'il ,-..=as-=,~~--~I-i~-ec'~ 11 ~~r---i-,--1 .~ -'!--"'----------~-~-------tt-_ -ff---1e--_ --<I --11-. ii.. L__JL__JL_j EXIST. FF ELEV, 25,4' ->--__________ --+ ________ u__..u..__j-Jb--!b--!b--db--db-.....dL..-jf---Jb--db--db-.....d-.....d==='1-J--'baa.....d=-d!==='1===Jb...lb--Ji.-!---ll-~---lb...d..l...dai'...d!.dl.!c=c!.l.!=cl.-!--__________ -+--__________ --+ ___ NEW fl: ELEV, 23.58' -------------t-------------->---------------------------------------+--------------+--1 ...____QEX~IST.fLELEV.22.5' ---- I I I ! I -_JUD D ~ - -1111] + - -t-----------------------~-- 0 2' 4' 8' 16' -1 0 lO. SCREE/>IING ELEV, 6 .4' __________ +---_ ~ 1 -1 0 1 2 3 4 5 ~ i ~I R---. -----.. ----~r --J _ i ___ ~ ] = --~ ---------.. . JL i :-1 _EXIST. FF ELEV . .J.5.4_' I i I EXIST, FF ll,EV. 25.4' __________ +---_ ~-_ __ _ __ _ It--<---ll--tt------II NEW FF EJJ.V. =23.5"'-8'-tt--==========t====·=·· ===·=--=-=-=-=-=;,at;:' r:,·~ -==1"=-.1===.db="'""'""'....._,._..~=\--.;;;.;.1......_......_........,...._.....__,__='--~ __ ... ___ -_-__ . ~ _. __ .. __ --+---____________ -+-_______________________________ NEW FF ELEV. 23.58' L ,--J -------------+---------------------------1------------------11------------------------------...,_.=EXIST=.. Ff J.LEY. 22.5' 0 ~;~ ~-~·ILDING SECTION CD ~~~~~0~LEVATION 02'4' 8' 16' __ ,._.,..._ ~ C' LLI NS TITLE m ;c ::r )> Z© 710 SECOND AVENUE • SUITE 1400 SEATTLE, WASHINGTON 98104-1710 T • 206.245.2100 F • 206.245.2101 UFL • WWWCOLUNSWOEPMAN.COM SEATTLE PIPE TRADES EXPANSION 595 Monster Rd. SW, Ste. 100 Renton, WA 98057-2937 RECEIVED MAY 1 9. CITY ,, .. , ... , "·'·" . ·~ Plf'...:h.1,-·.i.,• ..,, ._1. ~ ,.~,,w, i 'I CONSULTANT ISSUED= MARK DATE DESCRIPTION 04.30.15 SPR APPLICATION PROJECT NUMBER XXXXXXXXX.JO( DRAWN BY cw ISSUE DAlE XX/XX/XXXX SEAL SHEET TITLE / NUMBER EXTERIOR ELEVATIONS A4.1 @ 2014 COWNSWOEFt.t'N, ALL FIGHTS FEaERVED \ \ \ \ \ L= 109.84' ~', R=365.32'_/ \ 11=17°13'36" , ' ~ ' ' "" ' ' "' ' ' "' .... .... ............. _ .... ' ' -............. ' ' ......._ ' ---- 15' WATER--------. LINE EASEMENT LICHT POLE ~ ,, -------- EXISTING 53,400 s.f. r·, ' ,'! I _/ r~ ' ' ' ',_,; L~-I I I / I ----, I \ - ' ' I I ---r--"'" ..... ' ·····;·· I I ' I I ! 7 ( CA.T[GOH ry Ill \ L:J%--39% :)LCPE • WE 1 LAN1J) + + / (s::~:::;rnvc)\\ 1 __ I_ + /-+ '1+ I ---~ \ I-I-c-+ --/ --.._ ' C _', ~-u++ . " /-T '+ T ,r -:iC:ASON.i\LL y PU~IJEIJ I -'-+ + / 0 0R110"'J OF 'NErLMW \ 11 ___ , ' + \ \ ~ 1-" S[ASC~-JAI_L y ,-:iUNDlJ ,-:io1,TIC1\J o~-V\/ETI_A\!D + \ I ,-, \' -~ +++r/-"-_,_ ~ + T~ -i-+ ~ + T I + + ~ + + ~ + ' 11\ +1-+-,-+r++t /---'-+ + + + -~ + -_] \ ,, +++1+++++--r \1, ++ -f-~-,-+ 1-_~_L-i-+I·+--;-/-I _______ I -,-L+-+-1-I \ North \ \ I I 'U N:! 0) ~ tv $. I 0 • • (0 I •• • 1 • I 11 i! I 1/' : 1(1 I I l/ I I ' I : /1 I l I I I I I I I '-f I LIGHT POLE , I I I I 1 ,,,-----15' WATER LINE EASEMENT I 1 1-------- ' L -······------·-... \ L ---·_ ------- I /, ,----------1 I / \ I/(/ \ , // 1-------------- / v/ I I z 0 ~ ~ I I I I I I I I I / / I 0 20' 40' I I I I I I m ::::c ::r )> RECE\VED M/l.'i 1 ll 20\S Z© CHY Of Rl:NlON NNING DIVISION 710 SECOND AVENUE Pl-AsulTE 1400 SEATTLE, WASHINGTON 98104-1710 T • 206.245.2100 F • 206.245.2101 URL • WWW.COLLINSWOEAMAN.COM TITLE SEATTLE PIPE TRADES EXPANSION 595 Monster Rd. SW, Ste. 100 Renton, WA 98057-2937 CONSULTANT ISSUED= MARK DATE PROJECT NUMBER DRAWN BY ISSUE DATE SEAL SHEET TITLE / NUMBER PROPOSED SITE PLAN DESCRIPTION FERR01.14.065 OCT. 31, 2014 @2013 COLLINSWOERMAN, ALL RIGHTS RESERVED ,,, / '\ ..• ' . \ ! ,,~·""''~--" ~-··-1 I +2 6!3 .. ' EXISTING BUILDING MAIN FF=25.40 AUDITORIUM FF=22.50 EXIST. CB TYPE fp . GRT EL=22.75 N£175442.3 \ E';;1291012.3\ IE .. OLJT =18.61 ?,':J522 i I+ f PROPOSED/ / E:>(P AN SUJN /.· _/ ./FF=23:58 25.40 CB 2 •/ TYPE/ '1P, /GRT EL=2 · _c--,-N=1754 E=12 IE:.1 .· / /. /. + / /I + -+· + I + ' + ·, -:t.. I ! ; \ \ I . I I ' I ' ' ! I i ' ' :i \ I i ; I I I \ \ \ I I I ', \ ', \ I I i I I 1 / I: ( \ / ! , t1 I \ 1'-_1 .,\ I I '~ r\i , 1 -~ ._, r~-!·1 :y.. ,\ --~>,.: ,-;· Ex,1sT c~ 151 c: ) '\{ / TYPE 2 , \·• / GRT EL=25.14 ' I N=175640,1 ) / E=1291142.9 / r·. 'IE IN=16.49 / / ' / I -···,>'.'"--_ ... _.-=! I ' . ' ) ' NOTES: AREAS: AREA OF EXISTING PROPERTY: 5.53 Acres AREA OF WORK: 0. 95 Acre SOIL QUANTITIES: CUT: 1672 CUBIC YARDS (2257 TONS) RELOCATED FILL: 554 CUBIC YARDS (748 TONS) NET SOIL REMOVED: 1118 CUBIC YARDS (1509 TONS) SOIL: ORI GIN OF FILL: RELOCATED ON PROPERTY. DESTINATION OF SOILS REMOVED: TO BE DETERMINED BY CONTRACTOR TOPO 'J' ...... . l ,; . \ ,. .• / l-; •. i ,---, t-------~'-------·--__,,AREA TO PURCHASE 6304SF [SEE SURVEY] ' . ' ! I I 1 , I ' ' / --AREA OF PERMANENT ~/-t-17"1 ,..~ .... -fv-"7'Y'.~· /"/~~~~-=-···~_:.~:::...·::.:::,-;~;:-:EASEMENT OR PURCHASE . ·/ -21,SOOSF . ' I 11 I ' I I I ' I '/ /, I / i I / / /,/ / / / / / / / / / / / / /'" / ///. /;/ / /~-/ / /' // / / .I //'// / / // / / / / / / / / / / \ ' I I ! ' i ' I ! @ 20 0 1111 -• ( IN FEET ) 1 inch = 20 ft. ~ C LLI NS rn :::c :{ )> z (C) f~ECEIVED MAY 1 9 2015 crrv oi: Rl:N'fOl\l PLANNING D\V!SION 710 8ECON) AVB-IUE • SLUE 1400 SEATilE, WASHNGTON 98104-1710 T • 206.245.2100 F • 208.245.2101 lR. • WWW.COUJNSWOEFlMAN.COM TITLE SEATTLE PIPE TRADES EXPANSION 595 Monster Rd. SW, Ste. 100 Renton, WA 98057-2937 CONSULTANT NovAdyne Civil Engineers Seattle 425-753-1869 Portland 971-295-6441 Don~@novadyne.us Established 1983 Ancf;orage Seattle Portland ISSUED= MARK DATE PROJECT NUMBER DRAWN BY ISSUE DATE SEAL DESCRIPTION FEAROt14.065 MARCH 2015 SHEET TITLE / NUMBER GRADING AND DRAINAGE PLAN C2.0 @ 2013 ca..LINSWOEff.AAN, ALL FIOHTS FESBl\lED A CALCULATED LINE BETWEEN CITY OF RENTON SURVEY CONTROL NETWORK POl~ITS 1921 & 1954 BEARS N72°30'33"E BETWEEN FOUND MONUMENTS. 1. LOT LINE ADJUSTME~IT, NO. LIJA-02-102-LLA, RECORDED IN VOLUME 156, PAGE 236, RECORDS OF KINC COUNTY, WASHINGOTN, RECOFWING NO. 20021210900012 NAVO 88, CITY OF RENTON SURVEY CONTROL NETWORK POINT# 1921 1. THE TOPOGFrnPHIC SURVEY SHOWN HEREON WAS PERFORMED IN OCTOBER OF 2014. THE FIELD DATA WAS COLLECTED AND RECORDED ON MAGNETIC MEDIA THROUGH AN ELECTRONIC THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR CD. WRITTEN FIELD NOTES MAY NOT EXIST. CONTOURS ARE SHOWN FOR CONVENIENCE ONLY. DESIGN SHOULD RELY ON SPOT ELEVATIONS. 2. BURIED UTILITIES SHOWN BASED ON RECORDS FURNISHED BY OTHERS AND VERIFIED WHERE POSSIBLE IN THE FIELD. GEODIMENSIONS ASSUMES NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS OR ACCEPT RESPONSIBILITY FOR UNDERGROUND LINES WHICH ARE NOT MADE PUBLIC RECORD. FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN CONTACT THE UTILITY OWNER/AGENCY. AS ALWAYS, CALL 1-800-424-5555 BEFORE CONSTRUCTION. 3. SUBJECT PROPERTY TAX PARCEL NO. 242304-9122 & 242304-9123. 4. SUBJECT PROPERTY AREA FOR TAX PARCEL NO. 242304-9122 IS 240,979± SF (5.5321± ACRES) AND FOR TAX PARCEL NO 242304--9123 IS 346,810± S.F. (7.9517± ACRES). 5. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST THAT ARE NOT SHOWN HEREON. 6 INSTRUMENTATION FOR THIS SURVEY WAS A TRIMBLE ELECTRONIC DISTANCE MEASURING UNIT PROCEDURES USED IN THIS SURVEY WERE DIRECT AND REVERSE ANGLES, NO CORRECTION NECESSARY. MEETS STATE STANDARDS SET BY WAC 332-130-090. ASPHALT SURF ACE ::X)..X\<..><)(XX..<:,-,:>< BUILDING -it--CENTERLINE rww [· . -·.[ CONCRETE SURFACE 'iX>Y;,;_xx;;/X CONCRETE WALL --1-tJB--CONTOUR (MAJOR) --+0-2---·-CONTOUR (MINOR) FENCE LINE (CHAIN LINK) (j FIRE HYDRANT LUM A LIGHT POLE ffi MONUMENT IN CASE (FOUND) C ~·.;::::=J POWER VAULT ,,-. PRIVATE INLET L-((9) 0 • (') (CJ) C--\ SZE ~YP[ o) W\/ [)<1-- PVC PIPE REBAR AS NOTED (FOUND) REBAR & CAP (SET, LS# 15025) SEWER MAINTENANCE STORM CATCH BASIN TREE (AS NOTED) WATER GATE VALVE 12" CMP IE=15.68' CB Pl RIM= 12" CPP TO N, I 12" CPP TO ,7 CHAIN LINK FENCE 9.4' SW OF LINE 595 MONSTER RD SW RENTON, WA 98055 FOOTPRINT, 27,616 SQ FT +/- FF ELEV= 22.5' + /- ROOF ELEV= 57.5' +/- CB 15-1 RIM=24.69' 24" CPP TO N, IE=15.49' 12" CMP TO S, IE=15. 79' 8" PVC TO S, IE=20 . .39' "",,,., 18" PVC TO E, IE=15.79' ~/5-,, 'X/ '/ 18" CPP TO NE, IE=12.88' 18" CPP TO SW, IE=14.88' 1201 MONSTER ROAD SW RENTON, WA 98055 FOOTPRINT: 11,500 SQ FT + /- SSMH RIM=24.55' CENTER OF 8" CHANNEL TO N, S, & SE CENTER OF CHANNEL ELEVATION=20.60' 30 ·-a I -IN FEET ) 1 inch = 30 ft. N 67"26' 46" W (S67"26'46"E 2692 S7' LLA 2692.60' CALC'D SOUTI-1 LINE OF SECTION 1156//236) (2693.02' ROS 55/113) ~ -NORTI-1 LINE OF SECTION 24 ll56.77' HELD DIST PER ROS 55/1 13, -_, ,_ D MONUMENT IN CASE 1 1535.83' CALC'D WITI-1 2· BRASS DISC, DOWN 0.3' I VISITED 10/7/2014 l I I J / I I I I I I I I I ) / / 1/4 SECTION CORNER CALC'D SOUTI-1 LINE OF SECTION 13 L=109.84' R=365.32' L'.=17"13'36" L1 L2 L3 L4 L5 LINE TABLE N2T10'24"W N56'02'56"E N65'55'30"W N09'01 '28"E N46"16'29"E 22.24' 22.00' 68.44' 125.00' 17.69' FOUND REB~R & CAP, LS# 29293 0.03' S & 0.03' E OF CORNER N 88"02' 42" E --283.04' 0 N ~ Ol N !" t,J_ 0 0 (0 ....., • :f 0 \ 'i \ :f I I z 0 -!> -!> ~ . 0 CJ1 . co N . vi -!> • -!> • \ ,j / \ I\ NORTii LINE OF SECTION 24 I I I I ~.:.· ______ PA_R_C_E_LS_M_A_P __ ~JI SCALE: 1" = 150' >-:;i UJ s: ~ u.i :) 21; s (/) u.i ~ I-Cl) (!) -u >-a: 0) a ' UJ < 0::: z 21; """) 6 2 <( "' ~ 0 <'I a:: ('.) 0 u: o:l 0:::: ~ z s: f;j ll. a:: :) I-~ :c -Cl) t en I 0 ' Cl) ~ a::i u 21; I-< "' 0:::: 0 LU <'I o6 Cl) ~ 0 ~ :,2:' ll. c:i 2 u 0 s -ct 2 0 I ~ iIJ I-~ < $ -LU ll. (.) z 2 a: Ol?l a:: <( LU ~ UJ IC) 0:::: ~ )< s O') (.9 ll. ~ IC) 0 0 ll. ct -0 s: I-2 II) ..!.-> IJ) ,- C 0 V) C (IJ . >· ,, ;;:.: E '§.. 57. 7•'-f /'JJ 0 ::::::: -"_l i,f; 0 (IJ l:) ro U) :E r~J I "' t,!-' '--' (} co = 0 r{ I I 'i) JOB NUMBER: 141073 DATE: 11/25/2014 DRAFTED BY: TMC CHECKED BY: EJG/JGM SCALE: 1"= 30' 1 OF 2 '. •j j I ASPHALT S ::<.<)<)Y/)"-" /V'/ URF ACE _ rt_ "0 ' BUILDING I":_·_._ .· .. ~ CENTERLINE L:_ . 1 ROW ~-. CONCRETF C ·x,777773")177 -cURF ACE ~--tile-_:=· CONCRETE WALL ~--1G2----CONTOUR (MAJOR) CONTOUR ( FFNC MINOR) SZE Pl/ -E LINE ( FIRE HYDRAN~HAIN LINK) LIGHT POLE MONUMENT IN CASE (FOUND) POWER VAULT PRIVATE INLET PVC PIPE REBAR AS N REBAR & C OTED (FOUND) AP (SET SEWER ' LS# 15025) MAINTENANCE . STORM CATCH BASIN TRFE ( -AS NOTED) WATER GA TE VA LVE 10 1111:=••Dllllm=o ==!.; ~110 IN FEET 1 inch = 10 ft. 12" CMP /FF ELEV= / 25.4' +/- RAILROAD TRACKS 595 MONS RENTON WTER RD SW , A 98055 Fo"ofp··-R-" INT· "·-- 27,616 SQ-FT ~):. VIEW SCALE: 1" "A" 20' FF ELEV~ 22_5' + /- CB 151 R 24" IM=24 69' CPP TO -12" CMP N, IE=15.49' 8" PVC TO S, IE=15.79' 18" PVC T~O S, IE=20.39' E, IE=15.79' SSMH RI C M-24 55' ENTER OF 8'; TO N, S, & CHANNEL CENTER SE ELEVATIOONF_2CHANNEL -0.60' -· z N (J) t'l 0 "' ' I I >1 ;l ' I I f SSMH R I IM=25 7 ' / CENTER · 8 (' m ,2' °'"'" CENTER O & OUT TO S ,,' ELEVATIONF CHANNEL r/ , -,,.,, I I I z I I \ I :3'" >-LlJ ~ > s: a:: ul :) cl; (f) uj ~ ~ (!J ~ 0:: 0, ' . " .:: 0 <( "' f'.l 0 "< " . "< z ~ ,a :) f-~ 0 . ~ ~ 9 en " (j g o6 ~ ~ 0 l:i c:i -" < I ~ --J a. s: ts ~ < 0:: l!J a': i1: ~ (9 u_ f- 0 0 a. ~ ~ 0 s: t-< t-- 0 UJ -, 0 er a. I t--er 0 s t--z UJ s V, C 0 IA C (I) E 0 0 QJ (.!) I JOB NUMBER· DATE: DRAFTED BY: CHECKED BY: s: (J) Q < do a:: 0 a:: < ~ :i: (J) (J) 6~ ~ :::::· ;2 C"4 < .,... LU <>es a:: l() ~ 141073 1 1125/2014 TMC EJG/JGM SCALE: .. •'lli -1";;;;; 20' """'~~85 m,,,,, tt' 2 OF 2 ;- ' l •. -···-··-I -"···-·-\ ' ,,,.,, .. ,.~ \ \ j # ,. rr \\ t\ \\ i\ I\ \\ \! ,, \\ ,, CLEARING LIMITS I i I II l ii /[ ,' I, ' k ' ,/ .·· GENERAL NOTES: 1. FOR GENERAL NOTES REFER TO SHEET C4.0 t\/ ESC NOTES: 1. 2. 3. 4. THE SOIL MOISTURE HOLDING CAPACITY OF ALL NEW PERVIOUS SURFACES THAT AT PROJECT COMPLETION WILL NOT BE COVERED BY IMPERVIOUS SURFACE OR INCORPORATED INTO A DRAINAGE FACILITY MUST BE PROTECTED. THE DUFF LAYER AND NATIVE TOPSOIL SHALL BE RETAINED IN AN UNDISTURBED STATE TO THE MAXIMUM EXTENT FEASIBLE. ANY DUFF LAYER OR TOPSOIL REMOVED DURING GRADING SHALL BE STOCKPILED ONSITE IN A DESIGNATED, CONTROLLED AREA NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS. THE MATERIAL SHALL BE REAPPLIED TO OTHER PORTIONS OF THE SITE WHERE FEASIBLE. THE SOIL IN ANY AREA THAT HAS BEEN COMPACTED OR THAT HAS HAD SOME OR ALL OF THE DUFF LAYER OR UNDERLYING TOPSOIL REMOVED SHALL BE AMENDED TO MITIGATE FOR LOSS OF MOISTURE-HOLDING CAPACITY. THE AMENDMENT SHALL TAKE PLACE BETWEEN MAY 1 AND OCTOBER 1. REPLACED TOPSOIL SHALL BE A MINIMUM 8 INCHES THICK. REPLACED TOPSOIL SHALL HAVE ORGANIC MATIER CONTENT BETWEEN 8 AND 13 PERCENT DRY WEIGHT AND A PH SUITABLE FOR THE PROPOSED LANDSCAPE PLANTS. A SILT FENCE MAY BE REQUIRED ALONG THE SOUTH END OF THE PARKING LOT. (AS SHOWN) ' ,, ' " --·; y,, l"i/ ., \ , S / \J \ I -. I ii - ~"# ,..,.-~· '\ -\ . '' .,._ ' ,, • l ,_ \ • ·, r i I , I ll.~J=•,!. .. ·-~--,+,.,·.·=L"·=.dc=c,•·-·"='==···''!I \ REMOVE AND SALVAGE EXISTING HYDRANT ASSEMBLY ,1, ,, ··1i s. ··«-,t·•, '' ·~·"':"'1 : ' ' ' -.,-,. ' , I . I •• ·'· I ', .•. ;, j ----'/ · i \ . '\ ' . ' \ " '/' i' t, ' I ; ' .I '+J I S' ·,, /,;: ,.-I • i .: •v, . I , -J I i ' ' ' • i I \ ' 20 Ill ' ' \. \ '·, • .l l t I I I I J I I ! ! '' ' ' " i") ' ' i I . ', ,\i"':"."'"iJ i ·,, ' ' I ' ' ' ' 1 SAWCUT EXISTING ASPHALT \.:~· ,~· / 1,l/ ' ' ' ' f ' ' ! : ! , : : I ! : ' ' ' ' ' : : ( 1'N iFEET ) i inch '=' ~o ft. , I I ! ' , 1 ' I i : I ' I ' I I ! , . : ! ! I I DRAINAGE GRATE -\ GRATE FRAME ~ SEDIMENT AND DEBRIS -. \ ' ,-"--~"'..., \ I ""1#1i ' t, FILTERED y WATER ' ' t, ' t, ? ,---~.--~,~ rTRIM OVERFLOW BYPASS "-BELOW INLET GRATE DEVICE 1. SIZE THE BELOW GRATE INLET DEVICE (BIGD) FOR THE STORM WATER STRUCTURE IT WILL SERVICE. PROVIDE WHEEL WASH AS NEEDED I> !> ' SECTION VIEW I> 2. THE BIGDSHALL HAVE A BUILT-IN HIGH-FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 3. THE RETRIEVAL SYSTEM MUST ALLOW 'REMOVAL OF THE BIGD WITHOUT SPILLING THE , COLLECTED MATERIAL. ~,1 BELOW INLET GRATE DEVICE _., ' 4. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3 (15). -·-~---RETRIEVAL SYSTEM (TYP.) --~ ( --~ \ \ ... OVERFLOW BYPASS (TYP.) CATCH BASIN FILTER DETAIL SCALE: NOT TO SCALE JOINTS IN, FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. r ! 2"x2" BY 14 Ga. WIRE OR EQUIVALENT, 1f;sTANDARD STRENGTH FABRIC USED FILTER FABRIC -----li!ill NATIVE SOIL 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. 2.2. 2.3. 2.4. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE ----------- AOS [ASTM D47Sl) 3D-100 SIEVE SIZE (0.60-0.lSMM) FOR SILTFILM 50-100 SIEVE SIZE (0.30-0.lSMM) FOR OTHER FABRICS WATER PEHMITIIVITY (ASTM D491) 0.02SEC11.-1 MINIMUM GRAB TENSILE STRENCHT (ASTM D4632) 180LB5. MIN. FOR EXTRA STRENGH FABRIC 100 LBS. MIN. FOR STANDARD STRENGHT FABRIC GRAB TENSILE ELONGATION [ASTM D4632) 30%MAX. ULTRAVIOLA TE RESISTANCE (ASTM D4355) 70%M!N. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H:1V IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 3. MAINTENANCE STANDARDS 3.1. 3.2. 3.3. 3.4. 3.5. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS. REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. SILT FENCE DETAIL SCALE: NOT TO SCALE ~ C LLI NS m :::c :r )> z <D r-<ECEIVEf) MAY 1 9 2015 CffY Of REl>J'fON PLANNJNG DIVISION 710 SECOl'O AVENUE • 8UTE 1400 SEAT11.E, WASHNaTON 98!04-1710 T • 206.245.2100 F • 206.245.2101 lR. · WWW.OOUN3WOERMAN.COM lTTLE SEATTLE PIPE TRADES EXPANSION 595 Monster Rd. SW, Ste. 100 Renton, WA 98057-2937 CONSULTANT NovAdyne Civil Engineers Seattle 425-753-·1869 Portland 871-:!95-6441 Oons@rovarJyne.us Established 1983 Anchorage Seattle Pottlancf ISSUED= MARK DATE PROJECT NUMBER DRAWN BY ISSlE DATE SEAL SHEET lTTLE / NUMBER DESCRIPTION FEflROl14.065 MARCH 2015 TESC PLAN C1.0 @ 20!3 COLUNSWOB1MAN, AU. FIClfl8 FES8'IVED