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Home My WebLink AboutLarge Format1 "=20' 0 40 \ \ \ \ b Tl<' 000720-0f51 NOT A PARf) \ \ \_,... __ ) ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' \ ' ' ' ' ' ' ' ' ' ' ' ' ' ' \ ' ' ' ' ' ' ' \ • ' \ ' \ • \ \ ' \ \ \ • \ \ \ • \ \ \ ' . • ' ' \ • \ • • \ • ' • • ' ' • . ' \ \ ' ' \ • \ \•~\ \~·\ J \ \ \ \ ' " \ \ \ ~ t ,~; ' · ... ' me-.;;¥..,._.-¥ ..... , , Q TL {f 18230~9 IB9 NOT A PAR!) ...,, ~ ,7 ~ :\~ \ ' ' ~ "' ~ 't "' '\ \~ ~ ~ \' \ ~ ?, u! '~ 1 I ii> \ \ \ <f; I ~"' \\t, ~3 i ~ ~~ ;,~ \ \'b ' \ -~ \ \' \ ~ \\ ' • \ "' ~ \ 'ti, 'ii< \~ ~ \ \ ,g, 'ii< G> ~ \~ T ,'ii< i "' -1 ,\ \~ ~ ~ 't, ~ ,i '~ ti ~ % \ ,ii> '8> \ \ \ I t ( I ' I I j. ! I I ' >j ' ' t I' I City of R P iannin enton g Division NOV -1 Z01i ' , ~ • ! ; .. ~ ,... i:::: t jj § 0 ,)l '11 N " ~ . -~ $ ~ z ~ ;!' ·0 N 01 ~ '72 u 1"=100' 0 50~~100 ?~·-," '!", ',~ }_, 16 ... ,·.· .. ' ; .' t. • 1 17 ... ,, •' 4' ' . .,._,,tc.:;>··· _/ -: '. ~ .-2 -· ;:~;l:Y T-J~~-~l 5 ,-.. .' 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(/J T'"" I X w 0 ;;w; [mJ ~ ltifU = ~ I'.)~ :;; fol .. U) ~ -t -"' 11' fol -. r I fol q < ca,: C, """ ~ 0 z lJ 0 ru -· :, '< :, I .5'0 -(0 -~ 0 JJ ;:;:t ,c· Cl) 1n· ::J -· -9 - Job Number 13245 Sheet EX-2 --of )(;1 1.qr!:11 -- -"' -= -... -~ -m -~ -= 0 ~ (I> Q. I: I ~ I ~ 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251-6222 (425) 251-8782 Designed _._ Drawn d" Checked -·- CIVIL ENGINEERING, LAND PLANNING, I Approved -·- SURVEYING, ENVIRONMENTAL SERVICES Date 10/31/12 ~ U) F" 0 01 .. C ~ -t ~ :r: II: --1 fol b r ·~ ~ 0 z i'i z ~ 0 ~ ;;o ...... -t ~ :r: ' II --1 fol b r ' fol ~ -t 0 z Scale : Horizontal 3116'' = 1"-0" Vertical NIA t -" ! I I I !·+:~ I ' I l I I I I : i TL' . . +-. - ' ' ··~ '_1 t-, ,~---------,---, I I I • ·1 • I _j_ i :r· L----~ ~--:Tlt l +1 · -,r, ffl rt+ ~~ul -~ -,;-"· ;(. I • f=-1~0 11 . L.T t :_L ; .:. •. I ! I • ·· · I 1 I 1 . 1 +--I I I ' • I . ~-rl-· I-;_:_ it .~ For: I ' ' I I I I l _,_ h y h y THE KROGER CO. 3800 S.E. 22ND AVENUE PORTLAND, OREGON l/) fol ~ )> ':' (/) "' -t ...... "', fol _11. r . fol ~ < . )> -t 0 z Title : -= <D = ~ h ~ I ... = "' 0 ~ l f l "'I CANOPY ELEVATIONS FRED MEYER FUELING FACILITY 405 RAINIER AVENUE SOUTH RENTON, WASHINGTON 1"=100' RELl'fON j .. 05_3"''0G .. --,::~:.i.·1~ I.>. ff'~~·~3f%J~ef:~~~;,:.1m .. '."""' ""'® J!;-~~':t .. '.:-():})t '..>".};,. ·'" 7:JJf/$/J RIVER~ l5DGS CQNOO v1£_.-1KtAt>tr ./\ ! \ /•4 \ i I \ \ 1.,L/S,) ,,· ,;,,. / .•• I \/ \ \ \ \ \ ·, \ \ \ .\ i\ \ \ \ \ \..- \. \ \ \ \ \ ~-- \ \ l,f) •'q "-' I •; \ ·j~ g-.j j,~J;'. ii' ,~i :;:.p,.,;,;l AREA OF WORK \ \ /v. I , \ / 16\ , / dU.s.?.2-·\ \ \. 1 \ ' J \:"/ ,. ,-,-i- 4,.(i;'.,p ''If ~. j:;~ ,;', ' ' ! ' ' : ' ' ' ,' t l ' . ., 1 · I ' ' t s,,•''•••• _. -···· ··--" 3 8 ' -·:.i ' ' : , .. ,.',' : ' r ' l ''YJ \ ,. ,,, ' ' i : 2:1 ., ••. "'° . 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U) z 0 U) > w O::'. 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES -" w 0 w " 0 -"' 0 u V) 2 <( 1---1---+--l--+--+--I "' 0 z N N -I---L-..J--l..-..L...---1---'---I ~ Project #: 13245 Store #00459 "- "- ._De_si.:..gn_ed__:By_: ---------I ;:: Drawn By: dj ~ 11----=----------1 f= Checked By: -';;- 1-Da-te-: _ __:___ _____ 10_.1_7.-20-1-12 ;sj Scale: 1 "=70' cr, 11------------1 -ii -Disk File: 13245 as11.dwg 11--------'-=-------"----I m Model: o '° '1- N 1-------------1 n Address: 405 RAINIER AVENUE SOUTH ..;;; RENTON, WA 98057 J! 1------------11 2 Cityorn Planning 01_e1 fon " !\lit OVERALL SITE PLAN 0, ~ "" = X w / ' an FRED MEYER Nov -I 2012 FUELING FACILITY /f{J fS' Drawing No.: '° 'I' N n -/ m 0 0 0 n s©f!Iuwlfia) AS1.2 0.: iv (__ _______ !._ _________________________ __.__ _ ___.i.i: \~v \\ \ ~-\ \ HOLD PLANTS FROM -~ EDGE OF PLANTER AS NOTED ON PLANT BED LINE EDGE--~· CURB/WALK ~ .. •· \ \ \ \ PLANT MATERIAL SPACING DETAIL NOT TO SCALE ' ,, ' / \ / '\../ ~~ 'I-VERTICAL TREE lYPICAL SPACING AS CALLED OUT ON PLAN/PLANT LIST HOLD PLANTS FROM _ / EDGE OF PLANTER / AS NOTED ON PLANT LIST NOTE: THIS SPACING APPLIES TO GROUNDCOVER AND FORMAL SHRUB ROW PLACEMENT. PRELIMINARY LANDSCAPE PLANTING PLAN CZ, ~ 1-, ' d>G, ! ".,' < )' "'~ 1'°1G ENG\~'(, 15 1::1 y I 1"=20' LANDSCAPE PLANT MATERIAL LEGEND 18215 72ND AVENUE SOUTH KENT, WA 98032 ( 425)251-6222 ACCENT FLOWERING ---... GROUNDCOVER TYPICAL \ ,\ '\ \ \ '" ~----2" MULCH LAYER ~---FEATHER EXCESS SOIL UNDER MULCH 1" MULCH AT CROWN 1 /2" ABOVE GRADE 1" ABOVE GRADE A?'~=~ ~i~~~ ~g~~VE CONTAINER AND WO;K . BEDJCc .• "?·. --4=""" ROOTS FREE OF SOIL. . :~ BACKFILL TO BE SETTLED USING WATER ONLY. SEE PLANT LIST FOR PLANT SPACING. \ ,,--LIGHT BOLLARD 1 (3 TOTAL) \ \ SYMBOL 0 0 © BOTANICAL / COMMON NAMES TREES: ACER RUBURM 'BOWHALL' / BOWHALL RED MAPLE CERCIS OCCIDENTALIS / WESTERN REDBUD ZELKOVA SERRATA 'MUSASHINO' / SAWTOOTH ZELKOVA EXISTING TREE SHRUBS: BERBERIS GLADWYNENSIS 'WILLIAM PENN' / WILLIAM PENN BARBERRY CORNUS SERICEA 'KELSY!' / DWARF REDTWIG DOGWOOD ERICA CINEREA 'C.D. EASON' / BELL HEATHER PRUNUS LAUROCERASUS 'OTTO LUYKEN' / OTTO LUYKEN LAUREL GROUNDCOVERS: FRAGRARIA CHILOENSIS / BEACH STRAWBERRY GERANIUM 'ROZANNE' / ROZANNE GERANIUM i . .. ' I EXISTING LANDSCAPE ~ \ PRUNE DAMAGED TWIGS AFTER PLANTING \ PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED \ '\. 1, ~~J~: ROOTBALL MOIST AND PROTECTED AT ALL TIMES. \ 11 HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISH 1 i\ GRADE. \ \ PROTECT TRUNK AND LIMBS FROM INJURY. \\ BACKFILL TO BE SETTLED USING WATER ONLY - ~ NO MECHANICAL COMPACTION. ' REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS OF MATERIAL. , \ \ t(2) LODGEPOLE STAKES, PLUMB WITH ELASTIC CHAIN-~, ' OCK TYPE OR RUBBER GUYS TIED IN FIGURE EIGHT; REMOVE AFTER ONE GROWING SEASON PROTECTIVE WRAPPING DURING SHIPMENT TO SITE AND INSTALLATION REMOVE AT COMPLETION OF PLANTING HOLD MULCH LAYER BACK FROM TRUNK 8" TO 10"-------. FINISH GRADE PREPARE PLANTING BED PER SPEC'S; AT MIN., LOSSEN ---'' AND MIX SOIL TO 18" OR DEPTH OF ROOTBALL AND 2 TIMES BALL DIA. SOIL TO 18" OR DEPTH OF ROOTBALL AND 2 TIMES BALL DIA. REMOVE ALL WRAP, TIES, AND CONTAINERS SCORE ROOTBALL AND WORK NURSERY SOIL AWAY FROM PERIMETER ROOTS SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL I EPP JHAN l QAU,ON CONTANEB ( PL.ANTED 8EFOF1E MULCH ) 1 GALLON CONTAtlER and L.AAClEfl ( PL.ANTED 8EFOFIE MULCH ) PENETRATION TO SUBBASE ( +) 24" SHRUB / GROUNDCOVER PLANTING DETAIL DECIDUOUS TREE PLANTING/STAKING DETAIL NOT TO SCALE NOT TO SCALE SIZE CONDITION SPACING QUANTITY 2" CAL. AS SHOWN 8 B & B 1" CAL. AS SHOWN 2 B & B 2" CAL. AS SHOWN 5 B & B 19 21· -24" 4' o.c. 93 2 GALLON 2' o.c. 112 1 GALLON 2' o.c. 69 21· -24" 4' o.c. 89 4" POT 12" 0.C. AS REQ'D 4" POT 12" O.C. AS REQ'D i-----. \, REMARKS STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED AT 6' STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED AT 6' TO REMAIN, SAVE, AND PROTECT FULL AND BUSHY, MATCHED HEIGHT AND FORM FULL AND BUSHY FULL AND BUSHY FULL AND BUSHY, MATCHED HEIGHT AND FORM HOLD 12" FROM BORDERS HOLD 12" FROM BORDERS TO REMAIN, SAVE, AND PROTECT (2) LODGEPOLE STAKES; TIE AT APPROX. 1 /3 TO 1 /2 HEIGHT OF TREE WITH FLEXIBLE RUBBER TIE IN FIGURE EIGHT PATTERN. STAKES AND TREE PLUMB 3" DEEP SAUCER FOR WATER 2" DEEP MULCH LAYER REMOVE ALL TIES, WRAP & CONTAINERS. FREE PERIMETER ROOTS FROM NURSERY BALL EXCAVATE TREE PIT AT A MIN. OF 2 TIMES DIA. OF ROOTBALL AT BALL CENTER, TAPERING PIT GRADE TO FINISH GRADE PIT SPOILS, NURSERY BALL WASTE BACKFILL SET BALL ON UNDISTURBED SUBGRADE, OR COMPACTED SOIL. NOTE: LIGHT FERTILIZER OVER PLANTING BED AFTER BACKFILL ONLY; NO FERTILIZER IN PLANTING PIT. WORK PERIMETER ROOTS FREE OF NURSERY BALL. BALL & P!T TO BE COURSELY SCARIFIED. EVERGREEN TREE PLANTING/STAKING DETAIL NOT TO SCALE ~------2" MULCH LAYER ~-----~1" MAX. TOP OF CURB TO TOP OF I a: ~ w () _J w :::> LL a: w ~ :i1 0 w a: LL U) z 0 U) > w 0:::: ( 425)251-8782 FAX CML ENGINEERING, LAND PLANNING, SUR\IEYING, ENVIRONMENTAL SERVICES z 0 _, w 0 w (f) <( ~ . ~ ~ ..... ~ ~ 0 0 " l---+--+--1---+---+--I V) 0 z ~ I-....... '--.,___.____._ ...... _ ...... _ .. ~ Project #: 13245 Store #00459 "' -------------11 ~ Designed By: CMT ~ 1-----=----'----------1, 0 Drawn By: RDC n l----'----------1'2,- Checked By: JH ~ -------------11 i,; Date: 9.7.2012 E 1-------------11::.:_ Scale: 1 '=50' Q) 1------,,,,..,---------'--""'---I b Disk File: 'f(v """ . 13245-Ll,clw 0 1-.,.,-Mo-d""el,-: -77,~€1.:.t)r'--<.l'f'., '--rr/;:.l"'-/=-'J ,.:.:• '-=='-"---1 f IIIJ,9 !)· . lf)n ~ lv1s1on ~ Address: 405 RAI~ AVENUE SOUTH ~ /J;? (/;; "°'' .. R'tNTON, WA 98057 3 ,.,· -c,~/1n,ll,, .r / PREU~~~CAPE l MULCH CURB STATE OF/ ~ WASHINGTP)'J FRED MEYER ,;:;- REGIST~JW ,,,.., FUELING FACILITY ~ LANDSCA!f_?RCf:IITEC:r 1-e---,-....,,....--------1 ~ ? ~Y'/ Drawing No.: ~ ARTHUR\M:7s°EJDEL g CERTIFICATE NO. 706 L1 of 1 / (VALID ONLY WITH SIGNATURE) 0.: .. MULCH AT CURB DETAIL NOT TO SCALE EXPIRES: 12/15/12 iu a...------------------------------------------------------------------------------------------------------------------------1...--...JI----------.J~ 1"=20' \ ,,,/ \ / ' ,." \ ' ' ' ' ' \ ' ' ' , \_.. ....... ' ' ' ' ' \ ' ' ' ' ' SANITARY SEWER AND WATER UTILITY PLAN . · · .. ; .··· ;ov · >. ; .... (r·~, .. .~ \ '. . . . \~... .·,. ·l. ~ . . . . . . b ·. ·:, . , • : '' ... _ t>' · .. " .. 4 ,. _. I> : IJ:t • • • ' . ·A . . • -" 4, • :. 4 .. ... _. ... -~ b \ 0\ ' ... ; . SSMH-D RIM = 28.53 6" PVC W = 24.71 GREASE TRAP VAULT TOP 6" PVC O.F. = 25.48 SSMH-E RIM = 28.58 6" PVC E = 24.96 GREASE TRAP VAULT T('IP p,_n D\lr r. ~ -') i; i; ~ \ \ INSTALL: 1-8 x6 TAPPING TEE 1-6" GATE VALVE (FLxMJ) 1-FIRE HYDRANT ASSEMBLY 12 LF 6" DI EXTENSION CONCRETE BLOCKING CONTRACTOR TO FIELD VERIFY SIZE OF EXISTING WATER MAIN. \ \ \ \ \ \ \ LEGEND PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT EXISTING CONCRETE CURB NEW CONCRETE CURB NEW CONC. SWALE EX. U/G POWER EX. TELEPHONE EXISTING STORM PIPE EXISTING SANITARY SEWER PIPE EXISTING WATER LINE PROPOSED SANITARY SEWER PROPOSED SEWER CLEANOUT PROPOSED STORM DRAINAGE PROPOSED TYPE 1 L CATCH BASIN PROPOSED TYPE 2-48" CATCH BASIN UTILITY CALLOUTS (D 8" ss CLEANOUT TO FINISH GRADE. SEE DETAIL 8/C7. IE=21.42± MATCH EX. @ 4" PVC SEWER PIPE @ 2.0% @ 43 LF 6" PVC SEWER PIPE @ 4.5% © 6" BALL VALVE (NORMALLY OPEN) IN ® ® CAST IRON BOX. SET VALVE BOX MIN. 3' FEET DOWNSTREAM OF OIL/WATER SEPARATOR AND FLUSH WITH PAVEMENT. PROVIDE CONCRETE COLLAR AROUND VALVE BOX. PROVIDE MATCHING T-HANDLE, SET TO WORKING HEIGHT, TO PROJECT MANAGER. OIL/WATER SEPARATOR (PER DETAIL SHT C9) RIM=28.20± (SLOPE LID TO MATCH FINISHED GRADE) INSTALL RISERS AS NECESSARY IE IN=23.86 IE OUT=23.36 6" SS CLEANOUT TO FINISH GRADE SEE DETAIL 8/C7 IE=21:82 I (z) CB #1: -SQUARE CATCH BASIN (MODEL GCB10-30HB-4&6 OR APPROVED EQUAL) W/HIGH HEEL PROOF GRATE. GRATE FRAME SHALL BE SUPPORTED FOR TRAFFIC LOADING. ® RIM=27.70 IE=24.24 (6" W) SEE DETAIL 7 /C7 FOR SIMILAR UNIT CB #2 -SQUARE CATCH BASIN (MODEL GCB10-30HB-4&6 OR APPROVED EQUAL) W/HIGH HEEL PROOF GRATE. GRATE FRAME SHALL BE SUPPORTED FOR TRAFFIC LOADING. RIM=28.70 IE=26.20 (6" NW, NE) SEE DETAIL 7 /C7 FOR SIMILAR UNIT ® 3 LF 6" PVC SEWER PIPE @ 2.0% @) 16 LF 6" PVC SEWER PIPE @ 2.0% @ 72 LF 6" PVC SEWER PIPE @ 2.0% @ 7 LF 6" PVC SEWER PIPE @ 2.0% @) 12 LF 6" PVC SEWER PIPE @ 2.0% @ 7 LF 6" PVC SEWER PIPE @ 2.0% @) 6" SS CLEANOUT TO FINISH GRADE SEE DETAIL 8/C7 IE=23.92 @ 6" SS CLEANOUT TO F)NISH GRADE SEE DETAIL 8/C7 IE=26.06 @ 6" SS CLEANOUT TO FINISH GRADE SEE DETAIL 8/C7 IE=25.82 @ 6" SS CLEANOUT TO FINISH GRADE SEE DETAIL 8/C7 IE=25.68 GENERAL NOTES: I :-,,: . ·""· ···- ---P(PM) --- ---T -W- 1. CONTRACTOR SHALL FIELD VERIFY LOCATION, SIZE, AND TYPE OF EXISTING UTILrTIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO ENGINEER IMMEDIATELY. 2. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO START OF CONSTRUCTION. 3. ALL SPOT ELEVATIONS ARE TO TOP OF FINISH SURFACE UNLESS NOTED OTHERWISE. . 4. SEE 1 /C7 FOR CANOPY SLAB GRADES. 5. SEE NOTE ON T3.0 FOR ELEVATING SLAB GRADE AT MANWAYS. 6. ALL STORM PIPE TO BE CORRUGATED POLYETHYLENE PIPE (CPEP) UNLESS OTHERWISE NOTED. a: ~ w 0 z ~ w a: ~ a: ~ w 0 ...J w => LL a: ~ ~ 0 w a: LL (f) z 0 (f) > w 0:::: 0 z ' ~ ~ 0 0 (f) Project #: 13245 Store #00459 N D Designed By: CMT N -------------1'- Drawn BJ,),. RDC (:, Checked';jj~:Y or Hant"-JH : Date: mrig Division 9.7.2012 ~ " ~ 1'=50' ~ 1---.ill.l.lL-rjm,---__!...::S!!!._-I tS Scale: Disk File: / 13245-v/S.clw 1-c-M~oll1~gj,~-f;"(C-.~-/ff[-U'if,-l//~~.=frnD"-'-"'--=""--I I 1-,-,..,....----.....;;.:.l!d).::,_ ___ ...... I Address: ~ 405 RAINIER AVENUE SOUTH "' RENTON, WA 98057 ~ 1-------------1,;;; SANITARY SEWER AND WA TEA UTILITY PLAN FRED MEYER FUELING FACILITY C ·c Q) Q) ,,; o> C Q) / Ul sj- N I') 1-:,,,......,.--,,,-----------1/ Drawing No.: (I) C6 of 8 D D D ..., / (L i,j --------------------------------------------------------------------....1.-----..IG'. ' -. _, >·-~,.,, ~<,.'.-'"·'' .. ,• ·JC • ~lg 1"=20' PROPOSED CB 12" SD / / / / ' ' ' ' / / ' ' ' ' ' ' / / / / / / / / / .RROR.OSED. SDMH v~~ -<l 'O '!;, \ v~~ ,{\ '1-~1 6" ss ----...__ ----...__ ~ GRADING PLAN I I\ /61L/WATER './°, SEPERATOR +"'' 6" ss \ ' +"'e> \ I 'f,·~" + I I MATCH EX. SIDEWALK ELEVATIONSz29.47± LEGEND PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT EXISTING CONCRETE CURB NEW CONCRETE CURB NEW CONC. SWALE EX. U/G POWER EX. TELEPHONE EXISTING STORM PIPE EXISTING SANITARY SEWER PIPE EXISTING WATER LINE PROPOSED SANITARY SEWER PROPOSED SEWER MANHOLE PROPOSED STORM DRAINAGE PROPOSED TYPE 1 L CATCH BASIN PROPOSED TYPE 2-46" CATCH BASIN EXISTING GROUND SPOT ELEVATION EXISTING GROUND CONTOUR I . ,1 .. Sq . • I ···-- ---P(PM) --- ---T .. ----SD -----ss ----~ ----------W(PM)------ • +201.55 PROPOSED FINISHED GRADE SPOT ELEVATION PAVEMENT SWALE 200.0 199.5 ~ MEET & MATCH EXISTING ME GENERAL NOTES: 1. 2. 3. 4. 5. CONTRACTOR SHALL FIELD VERIFY LOCATION, SIZE, AND TYPE OF EXISTING UTILITIES 1.'RIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO ENGINf!'JLl¥MED.t,\TELY. _ . _ .. . . . ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO START-OF CONSTRUCfflON. ALL SPOT ELEVATIONS ARE TO TOP OF FINISH SURFACE UNLESS NOTED OTHERWISE. SEE C7 FOR CANOPY SLAB GRADES. SEE NOTE ON T3.0 FOR ELEVATING SLAB GRADE AT MANWAYS. City of r--. nenton Planning Division Nov -1 2U12 ~ w () z ~ ~ ~ * I ~ w () .J w er (J) z 0 (J) GJ Ct:'. ?, . i ..,,. ;;.· ..... ~ . 0' ,:..( )' I ~'c- lftfc; ENGi~~ 16215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CML ENGINEERING, LAND Pl.ANNING, SURVEYING, ENVIRONMENTAL SERVICES 0 z ~ X II Project #: 13245 Store #00459 N 11-----"--"---------"---lo 1-D_es_i.::.gn_e_d_;By:..: ________ c_M_T_. $ Drawn By: RDC "' 1---....:...-----------16" Checked By: JH ~ ;,; E Date: 9.7.2012 F 1----------------~ Scale: 1 '=50' ~ 11-------------"--':..:C..-I ,g Disk File: 13245-GM.clw Model: "' "' .,, ::;i (!) t-,,.,.,..------..------11 I Address: 405 RAINIER AVENUE SOUTH ~ RENTON, WA 98057 "' · 11----------------1~ GRADING PLAN FRED MEYER FUELING FACILITY C ·c "' "' C "6, C i N "' hD-ro-w"'in_g..,.,N-o.-, ----------1,;;; 0 0 0 C4 of 8 "' / a.: '" ..._ ___________________________________________________________________________ .L., _____ _.G: 0 I . - CANOPY GRAPHICS SCALE: I /2"~ 1'-0" H 0 I N , 0 I n ·rn-·T·~~-,1-·~r,-~·,~1~~-1' ~ 0 I n , 0 I o:J ;; 2 CD I n : ;; O ::" I 0, '° I "' 5 KIOSK GRAPHICS SCALE: 1 /2"= 1 '-0" 11. ... ' ' p SOUTH ELEVATION SCALE: 1/8"~1'-0" EAST ELEVATION SCALE: 1/8"~1 '-0" WEST ELEVATION SCALE: 1/8"=1 '-0" -STANDl,IC SEAM MANSARD ROOF .;) RAINIER AVE STORE SIDE .0 CD I 'n , CD I 0:: 2 z "' 0 I ·W C) I "' CD I n 4 1 /2.'.'._ CJ SIDE FRONT ----- DISPENSER ELEVATION SCALE: 1 /2" ~ 1 '-0" CD I co EQUIPMENT SCHEDULEO ITEM DESCRIPTION A INTERNALLY ILLUMINATED IDENTIFICATION SIGN B INTERNALLY ILLUMINATED REMOTE CONTROL PRICE SIGN C STATIC WARNING DECAL ·--· -· D REMOTE PRICE SIGN CONTROL BOX E SIGN POLE -G.C. TO PAINT F CANOPY FASCIA . G CANOPY FASCIA H LOGO ·· NON-ILLUMINATED (28" H X 37 1 /2" W) PRE -CUT BLACK VINYL ADDRESS DECALS PER LOCAL I AUTHORITY SPECIFICATIONS IF REClUIRED --------- J DISPENSER DOOR GRAPHICS -~----- K KIOSK FASCIA -------.. L KIOSK FASCIA . M CANOPY N 6" DIAMETER BOLLARD -G.C. ro PAINT 0 HEALTH AND SAFETY DECALS p KIOSK -PREFABRICATED Q DISPENSER ------~- R ISLAND FORMS -G.C. TO F'AINT s CANOPY COLUMNS -G.C. TO PAINT ... ---- T 3'-o" IN COLOR BLACK RED PLATINUM RED WITH WHITE LFTIERS RED PLATINUM SAFETY RED ESSENTIAL GRAY SW6002 GRAPHITE SW4017 ESSENTIAL GRAY SW6002 U-SHAPED BOLLARD -G.C. TO PAINT, HEIGHT SAFETY RED u PRICE SIGN, SEE DETAIL 8, THIS SHEET (1D~[1[~&@)@;@) ~l]@)@[;J&@)@; [;)[;J@; ~ D M ~ 2 v ~. 8 V w X y 45 9 2 5gsi I 7b 9 ' v ----.. . z I I 13'-0" - CANOPY PRICE SIGN GRAPHICS 'o SCALE: 1/2"~1'-0" NORTH ELEVATION SCALE: I /8"= 1 '-0" , 0 I C}. __ 'n~cccf',="si/ _ I , 0 I o:J SHEET METAL CORNICE ® EQUIPMENT SCREEN ,__ __ INSTALL REMOTE CANOPY PRICE SIGN CONTROL BOX ON COLUMN SHOWN ON SITE PLAN. INSTALL CONTROL CABLES (FURNISHED WITH SIGN) INSIDE COLUMN AND THROUGH ( 1) 2 1 /2" PVC CONDUIT FROM COLUMN ABOVE DECKING TO CENTERLINE OF PRICE SIGN CABINET. PAINT CONTROL BOX TO MATCH CANOPY COLUMNS ILLUMINATED CHANNEL LETTERS WASTE RECEPTACLE/WINDSHIELD SERVICE CENTER I ILLUMl~IATED LOGO SIGN .. ~- PUMP NUflBER FLAG ------ 4" BLACK VINYL DECAL (DISPENSER NUMBER) 12 -,~:? I '~ , I '>--,,._ -------~----'•--l., .. _ ~- ' "·-······. Q!l[;:]l!illl@§@ [ili)O~ @ffi@§I!. lmc:!]1 i 2,459 2.589 2,769 Yilillllll' s }----, y 2 , ~--- 9 A2.0 0 I 0 EXISTING AND FINAL GRADE SIGN MANUf.ACTURER MODEL FURNISHED BY INSTALLED BY CUMMINGS SIGNS OWNER SIGN INSTALLER ------ SKYLINE PRODUCTS, INC. OW~IER SIGN INSTALLER ··-. ------ WAY~IE DISPENSER MANUFACTURER DISPEflSER MANUFACTURER --~--- SKYLINE PRODUCTS, INC. OWNER SIGN INS l'ALLER .. ·-~-.... ... CUMMINGS SIGNS OWNER SIGN INSTALLER CANOPY FABRICATOR CANOPY FABRICATOR CANOPY FABRICATOR CANOPY FABRICATOR ... CUMMINGS SIGNS OWNER GENERAL CONTRACTOR -···-------.--- GENEF,AL CONTRACTOR GENERAL CONTF,ACTOR . -'"··----- WAYNE DISPENSER MANUFACTURER DISPENSER MANUFACTURER ------- KIOSK FABRICATOR KIOSK FABRICATOR ------- KIOSI< FABRICATOR KIOSK f'ABRICATOR .. .. CANOPY FABRICATOR CANOl'Y FABRICATOR GENERAL CON IRACTOR GlNERAL CONTRACTOR ·--- WAYNE DISPENSER MANUFACTURER GENERAL CONTRACTOR -·-----------------______ ,. __ WAYNE OPW RIVERSIDE SKYLINE PRODUCTS, CUMMINGS SIGNS ·---·-- DCI MARKETING .. CUMMl~ICS SIGNS 12" SIGN CABINET I r <C u I V) <C LL I >-I [L 0 I z <C I u 0 I z <C I f- I w z m I <{ u 11 z I Cl iii I POCKET INI 10 ~" 112..:..1 CANOPY FASCIA AND DECKING 9 INC. KIOSK FABRICATOF, GENERAL CONTRACTOR ----. OWNER GENERAL CONTRACTOR ·-·---· OWNER GENrnAL CONTRAC l'Ofl ----- CANOPY FA~RICATOR CANOPY FADRICATOR .. ·--·-- OWNER GENERAL CONTRACTOR --···--- OWNER SIGN INSTALLER ·-----------·--· OWNER SIGN INS l'ALLER ----- OWNER GENERAL CONTRACTOR OWNER SIGN INSTALLER f--·----------···---------- CANOPY FABRICATOR GENERAL CONTRACTOR -----... .... OWNER GENERAi. CONTRACTOR SIGN CONTRACTOR TO BULT BRACKET TO MOUNTING IRON WITH 1/2"0 THROUGH BOLTS ·----L2"x2"x1/8" MOUNTING IRON FURNISHED WITH SIGN CABINET L 1 1/2"x1"x1/8" TU SIGN BOX TO CLOSE VERTICAL / / // 1 Ox3/8" SELF TAPPING SCREWS @ 6" O.C. PAlf!TED / BLACK, SUPPI.IED AND INSTALLED BY SIGN INSTALLER GAP OETWEEN SIGN ANO FASCIA. FASffN WITH ~---·CANOl'Y FASCIA BEYOND ~--PRICE SIGN CABINET SIGN CON l'RACTOR TO BOLT SIGN CABINET TO ANGI.E WITH 1 /2"~ THROUGH BOLTS L3"x3"x1/4" ACROSS PURLINS FURNISHED AND INSTALLED BY CA~IOPY f'A~RICAIOf< CAl,OPY PURUN -L 1 1 /2" x I 1 /2" x ·1 /8" ANGLE Bl(ACK[TS FURNISHED BY CANOPY FABRICATOR ANO INSTALLC:U BY SIGN CON I RACTOR /---~-------1 "x3" ANQ~F C ·"--·-·."-DY CA,llJP'/ FABRICATOR / '-...°"~~CANOPY DECK PANS '-CANOPY GUTTER SECTION AT CANOPY SIGN NOT TO SCALE ~HVAC UNII METAL PANEL HVAC SCREEN -PAINffll TO MATCH KIOSK ~KIOSK SECTION THRU KIOSK SCALI:: 1 /8" -1 '-0" ~ity of Renton Planning Division NOV -1 Z012 (Jl z 0 Ul > w 0:::: 18215 72ND AVENUE SOUTH KENT, WI\ 98032 (425)251-6222 ( 425)251-6782 FAX CIVIL ENGl~JEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES .-.. I I c---t-----------~ ---t---a z 0 e-n. c2 () Vl w 0 ------------t---t--t---- 0 z Project #: 13245 Store #459 Designed By· DLJ Drawn cly: l:::LS Checked By: OLJ -------------------··-·-- Date: JANUARY, 2009 Scale: FULL 1---------------·- Disk File· 13245_A2.0 DWG ---------·--·-·------------1 Model: Address: 9 (CD) 4o5 SOUTH RAINIER AVENUE REIHON, WA 98057 EXTERIOR ELEVATIONS AND SIGNAGE lJruwing No.: A2.0 VICINITY MAP AIRPORT WAY S RENTON AVE S S 2ND ST SW SUNSET BLVD SW 7TH ST =:=l,405 PROJECT DATA PROJECT DESCRIPTION: • • • Construct new F'red Meyer retail gasoline facility with a 188 square foot cashier's kiosk building and 6,880 square foot, free-standing pump island canopy (with 9 multi-product dispensers) Install (1) 20,000 gallon, (1) 18,000 (split 10,000/8,000) gallon duol compartment underground gasoline storage tanks. Miscellaneous site improvements such as paving, landscaping, signs, etc . SCOPE OF WORK: The project consists of the construction of a Fred Meyer gasoline facility accessory to the Fred Meyer retail store. The fueling facility will be open and attended at all times the main store is open for business. During non-store hours the fuel center will operate as a fully automated focility. The proposed facility will be owned and maintained by Fred Meyer. The Fred Mfjyer gasoline employees will be fully trained in the operation and maintenance of the fueling facility. OWNER: CIVIL ENGINEER PROJECT CONSULTANTS Barghausen Consulting Engineers Inc. 18215 -72nd Avenue South Kent, WA 98032 Project Contact: Jo}' Grubb, P.E. (425) 251-6222 CANOPY STRUCTURAL ENGINEl::R Madison Industries 1900 East 64th Street Los Angeles, CA 90001 Project Contact: Michael Collins (800) 377-3322 KIOSK STRUCTURAL ENGINEER SHEET T1 1 OF 2 2 OF 2 C1 OF 8 C2 OF 8 C3 OF 8 C4 OF 8 C5 OF 8 CS OF 8 C7 OF 8 CB OF 8 L1 OF 1 ST1 OF 1 i ' '~ .j INDEX OF DRAWINGS DESCRIPTION PROJECT TITLE SHEET, INDEX OF DRAWINGS BOUNDARY /TOPOGRAPHIC SURVEY BOUNDARY/TOPOGRAPHIC SURVEY CIVIL DRAWINGS COVER SHEET DEMOLITION AND TEMPORARY SEDIMENTATION AND EROSION CONTROL PLAN SITE IMPROVEMENT PLAN GRADING PLAN STORM DRAINAGE UTILITY PLAN SANITARY SEWER AND WATER UTILITY PLAN CONSTRUCTION DETAILS CONSTRUCTION DETAILS LANDSCAPE PLANTING PLAN SIGNIFICANT TREE PLAN REV. DATE Fred Meyer Stores, Inc. P.O. BOX 42121 Frey-Moss Structuie~ Inc. 1801 Rockdale Blvd. Conyers, GA 3001 ~ Project Contact: l(ie Drummond (760) 564-9400 CANOPY /KIOSK ARCHITECTURAL DRAWINGS PORTLAND, OR 97242 Phone (503) 797-5617 c/o Barghausen Consulting Engineers, 18215 -72nd Avenue South Kent, WA 98032 Owner's Contact: Mr. Chris Ferko (425) 251-6222 SITE INFORMATION: Inc. ADDRESS: 465 SOUTH RAINIER AVENUE RENTON, WA 98057 APPROXit.iATE SITE AREA: 24,000± sq.Ft. ZONING INFORMATION: MC (MIXED COMMERCIAL) TAX LOT No: BUILDING INFORMATION: PROJECT VALUATION: BUILDING USES= Canopy Kiosk U.S,T.'s Totol = $280,000 $26,500 $118,500 $425,000 • * Pump island canopy; retail sales of gasoline . Cashier's Kiosk: Sales Office PROPOSED f3UILD1NG SQUARE FOOTAGE: ·-· • Pump island canopy: Kiosk (cashier): 6,880 square feet (9,010 S.F. Driveslab) 188 square feet CODE ANALYSIS: CODE= 2009 International Building Code 2009 International Fire Code JURISDICTION= Development Services Division 1055 South Grady Way Renton, WA 98057 Permit Center (425) 430-7200 OCCUPANCY GROUP: CONSTRUCTION TYPE= STORIES: MAXIMUM BUILDING HEIGHT: FLOOR AREA= ALLOWABI_E FLOOR AREA= AREA INCREASES: FIRE SPRlt\!KLERS: M 11-8 One 20' Canopy Kiosk Total 6,880 Sq. Ft. 188 Sq. Ft. 7,068 Sq. Ft. 12,500 Sq. Ft Not Required Not Required MECHANICAL/ELECTRICAL ENGINEER Barghausen Consulting Engineers 18215 -72nd Avenue South Kent, WA 98032 Project Contact: Omar Vasquez ( 425) 251-6222 Inc. GEOTECHNICAL ENGINEER The Riley Group, Inc. 17522 Bothell Way Northeast, Suite A Bothell, WA 98011 Project Contact: Ricky R. Wang PhD, P.E. ( 425) 415-0551 Project No. 2012-247 Date: June 5, 2012 STATEMENT OF SPECIAL INSPECTIONS 1. Concrete of 3000 psi or greater compressive strength: a. Periodic inspection of reinforcing steel and placement, per !BC Table 1704.4.1 b. Continuous inspection of anchor bolts placed in concrete per IBC Table 1704.4.3 c. Sampling of fresh concrete for strength tests, temperature, slump, and air content per IBC Table 1704.4.6 2. Post-installed anchors: a. Periodic inspection of installation of proprietary expansion or epoxy anchors in hardened concrete per IBC Table 1704.4.4 3. High-strength bolts: a. Periodic verification of identification markings on bolts, nuts and washers to conform to ASTM standards per IBC Tobie -1704.3.1 a b. Confirmation of bolt manufacturer's certificate of compliance per IBC Table 1704.3.1 b c. Periodic inspection of snug-tight joints per IBC Table 1704.3.2a 4. Field Welding: a. Periodic inspection of field w1':llding (if performed) b. Welding shall be performed by WABO certified welders Report Requirement: Special inspectors shall keep records c:,f inspections. The special inspector shall furnish inspection reports to the building officlal, and lo the registered design professional in responsible charge. Reports shall indicate that work inspecled was or was not completed in conformance to approved construction documents. Discrepanci•:.Js shall be brought to the immediate attention of the contractor for correction. If they am not corrected, the discrepancies shall be brought to the attention of the building official and to the registered design professional in responsible charge prior to the completion of that phase of the work. A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted at a point in time agreed upon prior to the start of work by the applicant and the building official. All Special Inspections must be preformed by Special Inspection Agencies and Inspectors registered with the Washington Association of Building Officials and such Agencies and Inspectors shall be approved by the Building Official prior ·:o construction. AS1 .1 AS1.2 ALO A1.1 A2.0 A3.0 EX-1 EX-2 EX-3 EX-4 ARCHITECTURAL SITE PLAN OVERALL SITE PLAN CONSTRUCTION & FOUNDATION PLANS CONSTRUCTION & FOUNDATION PLANS EXTERIOR ELEVATIONS AND SIGNAGE YARD DETAILS EXAMPLE DRAWINGS NEIGHBORHOOD DETAIL MAP COLOR CANOPY ELEVATION COLOR SITE PLAN COLOR LANDSCAPE .-, ', ' ' NOTE: INDEX UPDATED PERM IT RELEASE: • PERMIT RESUBMITIAL: THE 8'x22' KIOSK BUILDING FOR THIS PROJECT WILL BE PREFABRICATED OFF-SITE AND TRANSPORTED TO THE SITE. THE KIOSK MANUFACTURER (Frey-Moss) WILL BE UTILIZING 3rd PARTY INSPECTION BY WASHINGTON STATE CERTIFIED INSPECTORS AND WILL PROVIDE A CERTIFICATE OF INSPECTION FOR STRUCTURAL/WELDING, MECHANICAL AND ELECTRICAL INSTALLATIONS PER IBC. INSPECTION WILL BE REQUIRED AT INSTALLATION. Fred Meyer Stores 38DO S.E. 22nd Avenue Portland, Oregon 97202 Phone (503) 797-3509 Fax (503) 797-3539 LOC;ATION FRE:D MEYER FUELING FACILITY ADDITION 46!5 SOUTH RAINIER AVENUE RENTON, WA 98057 f=RED MEYER Store NO. 459 BID RELEASE: CONSTRUCTION RELEASE: BARGHAUSEN CONSULTING ENGINEERS, INC. "LAND PLANNING AND DESIGN SPECIALISTS" 18215 72ND AVENUE SOUTH KENT, WASHINGTON 98032 ( 425) 251 -6222 STAMP >-C cd 0.. E 0 0 L. (I) 0) 0 L. ~ (1) ..c I- •• 0 C 0 ·-Cl) ·-> ·-0 <:( City of R PJ . enton ann,ng 0 ... iv,s,on NOV -1 llliJ li Jt;;·rr; IE UW!fE ff:» B.C.E. Job No. 13245 y ,< 1--· _, 3! u ,, (/) "'; CL I~) ' f'-! ('.) (',[ : .,.j -.,_ () :.) 1··· ,, CJ 0 ~-------------------~ r:· I N N <D 3' 6" -8' 6" - - (WITH ARCHITECTURAL PANELS INSTALLED) @ I 11 ( ) .. \... C:-----------= -------1=-------" ;,, n ~-------~--=-= ' @I ~ n II : ~'57; I II 22) ~ II w ,.) I :-.... '----./ II I I II Q_ z I I ,/:(4 " II o- . --" 0 4 " • U1 z L II 'i' s II 'in62(_'.) II II ,,-... 0 0 z II woo::-0 ~ Q_ L,_ ~ II o 1-I II _J<(QCL II /f) (') (~ w @ ~ II ·z--t= II X -Vl ~, II <( 0 W .2 z u II 0 s c': I- 'I I w ~ 0:: Ll I-,- --" ,,W::iu J --" @ <( c.CJ 1/)1 <( I-De'. , V) __JUOO @ --,; wzw<( (12) V) i;io:'i:o --" _1un_1- w z <( Q_ --" ~i <( I De'. i :0 I-u w I '= I I I u I I De'. <( [] c0-U I I 1 9 I-G) ~ .. 4 s'-o" ~ 'i I ~ 3' ... ,, -o ~ @ ~- @ Ci]) 20 - _[L_ -u-- ~ I N N <D I t 8'-6" ,~--------··---------------..; 1 '-6" 1'-0" 6'-o" 1~--+---------------------1~----J ij:_ KIOSK 1'-3" 1'--3" '"t[----] ---l---- ' ' ' ' ' ' <D +---+--+----r -----~"----+--r- ' "' I 0, ~ I ;... 1 ALL CONDUIT I THROUGH FLOOR TO BE I LOCATED IN I THESE AREAS 1 I ! 005 I wwo_j I I ~~~~ .__, ___ _ z-· Ia:::: I I wF~1-I Ct'. ~ _j I ::r:: L,_ w O' I-w I I ~~Ii;; I c;:::ruw, 1 ~ :525E ;,. _[I===-=] I 'CU1W$ I i-:- ~c--1 : 2·-6.. _1_1·-1" 1_ 3'-4" Fi I I I I I I I I ALL CONDUIT I I I THROUGH FLOOR I TO BE LOCATED I I IN THESE AREAS t--1 I I I I I I 2"x2" UNGLAZED THROUGH BODY PORCELAIN f'LOOR I I TILE OR KROGER APPROVED EQUIVALENT AND I I MATCHING 5" COVED TOE, BULL NOSED TILE BASE. I I "AMERICAN OLEAN-UNGLAZED CERAMIC <D I '° 0 I "' I I b 30 @ < M0SAICS-·A04 LIGHT SMOKE SPECKLED". INSTALL I I WITH GRAY EPOXY GROUT TO MATCH FIELD BODY I I J COLOR OF TILE CONTRACTOR SHALL SUBMIT GROUT 1 1 AND TILE SAMPLES FOR OWNER APPROVAL PRIOR TO ORDERING. WWW.AMERICANOLEAN.COM TO LOCATE L J-lc-----~ LOCAL SUPPLIERS. ~ $b lJ--J};:1- @r ~--+-~--+-------------l----+-------11-~ I- I I I ' " ' / / / / I @)---r- -1 ) r//// I- / 26 / I / / L I-p;· )\ -· . I \ . CL -t ~ I= ---· ------- /' / / CL'-Or-~ r, V lr ' 2·,-...·----; ---· / r3 .. " I I/ Cl @-I 3"~ ~ lJ G .J ~ I ~ I I/ " . ' +--(36) -· I 2'-0" -• 0 I <D I ;... 4" 7'-4" SLOPE 1 /8" PER FOOT ,-.,,~---------------~------ KIOSK EQUIPMENT PLAN ~ KIOSK FOUNDATION PLAN ~------------+--,•' 4 \ _____ _ SCALE: 1/2"=1 '-0" REFER TO KIOSK MANUFACTURER''~~,.__,. SEE KIOSK NOTES, SHEET A1.1 SCALE: 1/2"=1'-0" PLUMBING DRAWINGS FOR EXACT PLUMBING GENERAL NOTES: 1. THE CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF /HERSELF WITH ALL REQUIREMENTS OF THE CONTRACT PRIOR TO SUBMITIING HIS/HER BID. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER OF ANY CONFLICTS PRIOR TO BID OR START OF INSTALLATION. 2. THE CONTRACTOR SHALL ARRANGE FOR ALL INSPECTIONS WHEN THEY BECOME DUE AND SHALL NOT COVER ANY WORK UNTIL APPROVED BY THE INSPECTION AUTHORITY. 3. THE il'IFORMATION PRESENTED ON THESE DRAWINGS IS DIAGRAMMATIC IN NATURE. IT DOES NOT NECESSARILY REPRESENT ALL FITTINGS, HANGERS, ETC. REQUIRED FOR A COMPLETE WORKING SYSTEM. PROVIDE ALL MATERIALS AND LABOR FOR COMPLETELY FINISHED AND OPERATIONAL SYSTEMS. 4. CONmACTOR SHALL NOTIFY THE ENGINEER OF ANY ALTERATIONS REQUIRED BY THE OWNER OR FIELD CONDITIONS. 5. ALL EQUIPMENT SHALL BE NEW, SHALL COMPLY WITH SPECIFICATIONS ON DRAWINGS, AND SHALL COMPLY WITH ENERGY CONSERVATION CODE REQUIREMENTS AS ADOPTED BY THE STATE, AS WELL AS LOCAL JURISDICTIONAL BUILDING DEPARTMENT. 6. ALL VENT LINES SHALL BE SLOl'ED AWAY FROM CONNECTIONS TO STACK AND TOWARD THE FIXTURE IN ORDER TO PREVENT THE ENTRAPMENT OF FLUIDS IN THE VENT LINE. 7. ALL DRAINAGE LlfJES SHALL BE SLOPED AT A MINIMUM OF 1/4 IN. PER LINEAL FOOT UNLESS OTHERWISE SHOWN OR NOT ALLOWED DUE TO FIELD CONDITIONS. 8. VENT PIPES AND FITTINGS SHALL BE SCHEDULE 40 PVC AND SHALL BE IN ACCORDANCE WITH LOCAL PLUMBING CODE. ALTERNATES SHALL BE SUBMITTED AND APPROVED BY THE BUILDING DEPARTMEN r PRIOR TO START OF WORK. 9. DOMESTIC WArER f'IPING ABOVE GROUND SHALL BE TYPE "L'' HARD DRAWN COPPER WITH WROUGHT COPPER FITTINGS. JOINTS AND CONNECTIONS SHALL BE COfJPLETED WITH 95 per- cent TIN, 5 percent ANTIMONY. WATER PIPING BELOW GROUND SHALL BE TYPE ''K''. STUB-UP l_OCATIOI\IS 10. ALL COPPER PIPING SHALL BE LEAD-FREE SOLDER AND NON-CORROSIVE FLUX AND SHALL HAVE NO JOINTS IN PIPING BELOW CONCRETE SLAB. 11. ALL COPPER LINES THAT PROJECTS THROUGH COflCRETE FLOOR SLAB, STRUCTURAL STEEL MEMBERS AND/OR METAL WALL PAflELS SHALL BE INSTALLED WITH A 3/8" ARMAFLEX INSULATING SLEEVE 12. SOIL AND WASTE PIPING SHALL BE SCHEDULE 40 PVC AND SHALL BE IN ACCORDANCE WITH LOCAL PLUMBING CODE. ALTERNATES SHALL BE SUBMITTED AND APPROVED BY THE BUILDING DEPARTMENT PRIOR TO START OF WORK. 1 3. PIPE SUPPORTS SHALL BE ADJUSTABLE BAND HANGERS WITH ZINC ELECTROPLATING FOR STEEL PIPE AND COPPER ELECTROPLATING FOR COPPER TUBE. 14. THE CONTRACTOR SHALi. PROVIDE PLUMBING EQUIPMENT, FITTINGS, AND TRIM WHERE SPECIFIED OR AS REQUIRED FOR COMPLETE INSTALLATION. THE CONTRACTOR SHALL ROUGH--IN AND CONNECT ALL EQUIPMENT INCLUDING EQUIPMENT FURNISHED BY OTHERS. 15. SOIL, WASTE, AND VENT SYSTEMS SHALL BE TESTED AT 10 p.s.i.g. FOR 30 min. WITH NO LEAKS. POTABLE WATER PIPES, VALVES, AND FITIINGS SHALL BE DISINFECTED, AND HYDROSTATICALLY TESTED AT 125 p.s.i.g. FOR 60 min. WITH flO DROP IN PRESSURE. 16. VENTS THRU ROOF SHALL BE INSTALLED A MIN. OF 10 FT FROM OR TERMINATED A MIN. OF 3 FT ABOVE FRESH AIR INTAKES. 17. SHUT-OFF VALVES SHALL BE INSTALLED AT ALL EQUIPMENT WATER SUPPLY CONNECTIONS. 18. THE CONTRACTOR SHALL INSULATE EXPOSED HOT WATER LINES AND LAVATO,U DRAIN PER BUILDING DEl'ARTMENT AND A.DA REQUIREMENTS. 19. REFER TO KIOSK MANUFACTURER DRAWINGS Fori STUB-UP LOCATIONS. lc--~------------------------;i I I I I I I I I : CIGARETTE DISPLAY~~ : I I I I I----------------------------------- ~KIOSK GLAZING~ BUILT IN COUNTERTOPS~-~ fr===~~=--=-=-=n=--=-=-=ir====1F-=Jl======~~BUILT-IN MERCHANDISE TRANSACTION DRAWER ,.,------t-4"x4"x24" GUTTER SAFE 2 U7 ~=~~=~-INSTALL CONDUIT AND SEAL L PER CODE FOR INTERCOM KIOSK INTERIOR SCALE: 1/2"=1 '-0" -+ - BUILT--IN SHELF ELEVATION PREFABRICATED KIOSK BY OTHERS. COl,TRACTOR TO ANCHOR KIOSK TO FLOOR SLAB WITH 1/2"¢ x 3 3/4" EXPANSION ANCHORS (HILTI KB-TZ SEE NOTE 4.6.). VERIFY BOLT SIZE REQUIREMENTS PER LOCAL CODE. CAULK INTERIOR AND EXTERIOR WITH SILICONE SEALANT ~-----RIGID INSULATION PER 3/16"x3/4" 100% BUTYL FOAM LOCAL BUILDING CODE CUT 1 /2" CHAMFER ON EACH SIDE OF THE TOP OF THE INSULATION. SEAL EACH CHAMFER VOID WITH CAULK CORE SEALANT TAPE UNDER PREMANUFACTURED KIOSK WALL -·---· 4" FIBER RElclFORCED SIJ\B WITH THICKENED EDGE (MONOLITHIC POUR IS ACCEPTABLE ALTERNATE) ~-----SLOPE CONCRETE DRIVE AWAY FROM KIOSK MIN. 1 /8" PER FOOT ' 0 I n , i-----1" EXCEPT LEVEL WITH ~t FLOOR AT DOORS " ·~u· ---'-----"''~~~j,~~~-.str. -::"-t--::--Kf:s;,;~y'$(/'.~y~,"'~#~,~~x2;'x2' DOWELS @ 24" O.C. ':·>-._'-<'.', • • ' ~ ~ ' <';->J '.< ' //««· ;:>5:: '' , . ~Yi, FOR FOUNDATIONS LESS THAN 2'-3" SEE SPECIFICATIONS ~; 'l.f DEEP, INSTALL CON DUI I'S UNDER FOR SUBGRADE ~ >, "l,' FOUflDATION. BLOCKOUTS MAY BE PREPARATION '(' , , cCY/ INSTALLED FOR DEEPER FOUclDATIONS: FROST DEPTH co.";:'5,_ . , 8"x8" MAX. SIZE @ 18" O.C. SPACING. , , MAINTAIN 5" CONCRETE BELOW AND 1'-1" ~---------, SEE j CONCRETE ABOVE TO TOP OF SLAB. ~ ~--(2) #5 CONT. TOP & BOTTmJ PLAN KIOSK FOUNDATION WALL NOT TO SCALE 36 ~ SANITARY ISOMETRIC SCALE: NOT TO SCALE 1;, .. ' M"· kiosk ,, By MAlur ~~1;,, ,1 r c'lv · kiosk cw By kiosk ltr By I MliflurAc . ~~IUr , t lURtR 38 < ~ 32 28 WATER ISOMETRIC SCALE: NOT TO SCALE j 4' 2" 1 I -2" I - I --·-·-- I ,,-= ~I ---.. --, N ~ "' <( ~ :0 0 ~ w ~--· --" <( ~ :0 -1/4" PLYWOOD BACKING - I 0 w ) CL -·-· ·->-I---" <( ·,-:0 "' a Cl w L ' "' -f3/4" TYP. 4'-0" NOTES: 1. CONSTRUCT WITH 3/4" MEDIUM DENSITY PARTICLEBOARD 2. BACK TO BE 1 / 4" AB GRADE PLYWOOD 3. f'INISH EDGES WITH PINE 4. PRIME AND PAINT ENTIRE UNIT SHERWIN WILLIAMS SW6002 "ESSENTIAL Gf<AY" STORAGE RACK SCALE: 3/4"=1 '-0" EQUIPMENT LEGEND 7/01/11 ALL EQUIPMENT FURNISHED BY OWNER UNLESS orHERWISE SPECIFIED CD 0 G) 0 0 © 0 © 0 @ Ci]) @ @ 8 @ @ @ @ @ @ @ @ @ @ @ @ 4' STORAGE RACK -FURNISHED AND INSTALLED BY G.C. CANDY RACK CHi\lR LOHO MACHINE SAFE P.O.S. REGISTER BACK OFFICE P .0.S. WITH IDF CABINET MOUNTED ABOVE SI IELF - INSTALLED BY OWNER TANK MONITOR CIGARETTE CARTON MERCHANDISER CIGARETTE PACK MERCHANDISER 46 C.F. ICE MERCHANDISER 6' REACH-IN PEPSI/COKE COOi.ER -BY VENDOR 4' REACH·-IN ENERGY /HYDRATION COOLER -BY VENDOR 2-A: 20-B:C FIRE EXTINGUISHER BY C.C .. QUAN II llcS AND LOCATIONS INSTALLED PER LOCAL CODE ANTI-FATIGUE MAT DEAL TRAY /MERCHA~IDISE DRAWER PANEL BOARD STOOL SHELf-ABOVE 6" PIPE BOLLARD -FURNISHED ANO INSTALLED BY G.C. (TYP. 4) BULLETIN BOARD -G.C. TO MOUNT AB0Vc PEEPHOLE INTERCOM MASTER STATION CIGARETTE MERCHANDISlflG SIGN PANELS 6' REACII-IN 7UP COOLER BY VENDOF, AND 4-COMPAIHMENr DRY MERCHANDISER INSTALLED BY G.C. (ONLY USED ON STACKED DISPEflSER LAYOUTS) GRAB BAr6 (TYP.)-INSTALLED BY KIOSK MANUFACTURrn WATER CLOSET BY G.C. AMERICAN STANDARD MODEL #2377.100 (WI IITE) PROVIDE WITH OPEN-FRONT SEAT (WHITE) & POLISHED CHROME WATER SUPPLY/STOP LAVATORY-INSTALLED BY KIOSK MANUFACTURER 3/ 4" COLD WATER SERVICE BY G.C. TO PUBLIC CONNECTION. SEE SITE PLAN OF CONTINUATION 3/4" BACKFLOW PREVENTER APPROVED BY LOCAL AUTHORITIES BY G.C. INSTALL DEVICE A MINIMUM OF 36" TO A MAXIMUM OF 48" A.F.F. THE DEVICE SHALL HAVE A MINIMUM OF 24" OF CLEAR SPACE IN FRONT OF DEVICE rnoM FLOOR TO C[ILING. 4" FLOOR CLEAN OUT BY G.C. 3" FLOOr< DRAIN BY G.C. JAY Ft SMITH #2005-B 3/,1" COLD WATER LINE UNDER SLAB BY G.C. NOT USED G.C. TO CONNECT VENT LINES FROM FLOOR DRAINS AND WATER CLOSET TO 3" VENT THRU ROOF BY KIOSK MANUFACTURER @ INSTANTANEOUS ELECTRIC WATER HEATER-INSTALLED BY l(IOSK MANUFACTURER @ CONflECT 4" WASTE LINE BY G.C. TO CITY SEWER. SEE SI FE PLAN FOR CONTINUATION. ® EMERGENCY 911 CALL BOX [,,IOUNT CENTERLINE AT +48" A.F.G. ® TRAP PRIMER WITH 1 /2" LINE TO EACH FLOOR DRAIN BY G.C. P.P.P. INC. #PR-500-DU-2 @ 2-A: 20-8:C FIRE EXTINGUISHER IN STEEL CABINET (TYP. 2) (EMEDCO.COM #FEC25). G.C. TO MOUNT BOTTOM 32" ABOVE PAVING. CIVIL ENGINErn MUST VERIFY ACCESSIBILITY. SEE "CONSTRUCTION IMPROVEMENT PLAN". @ ALARM SYSTEM KEYP,\D City of Renton Planning Division NOV -1 W11 Ul z C) Ul > w CL 18215 72ND AVENUE SOUTH KENT, WA 98032 ( 425 )251 -6222 (425)251-8732 FAX CIVIL ENGINEERING, LAND PLI\NNING, SURVEYING, ENVIRONMENTAL SERVICES (f) >-- ~ m z 0 ti' i2 () V, w 0 0 Y. Project #: 13245 Store #459 Designed By DLJ Drawn By: ELS Checked By: DLJ Dole: JULY, 2010 Scale: FULL Disk File: Model: Address: 13245_A 1.0.DWG 1 Restroorn 465 SOUTH RAINIER AVENUE RENTON, WA 98057 CONSTRUCTION & FOUNDATION PLANS Drawing No.: A 1 .0 170'-Q" -----------------------------------------------~------------------------------~, 2'x2' CHAMFER AT CORNERS OF CONCRETE SLABS (TYP.) UNLESS ADJOINING OTHER CONCRETE PAI/ING---~ 160'-Q" CANOPY ii_ 1_s_·-_5-'-'1·~=-·---=-o_"--'-1'--cf-+-A--'-I _Y_-_o_" _____ ::_:_:_::_: ____ -_-_-_-_-_-1~1 _3_'-_o_" _____ :-::-:-:-::-------1-:c"::'l_-t_l:_3_·_-_o·_· ----:-:-::-:-::-------~1~1 3'-o" 31 '-0" 34'-0" --- CONCRETE LANDING AT DOOR-----1 6" PIPE BOLLARD (TYP.) --P'= -I N N +, c" :rr I ~,~--l __ 3 6'-0"_1 I-E3'=-°."_ 1 'x1' CHAMFER (TYP.) 1 CONSTRUCTION IMPROVEMENT PLAN SCALE: 1 "= 10' -0" COLUMN BOLLARD Cf. Cf. ELECTRICAL ACCESS OPENING 1 ,_5 ,, IN ALL COLUMNS------~.~--+~~ CONDUITS IN COLUMN BY CANOPY MANUFACTURER. CONNECTION AND I CONTINUATION UNDERGROUND AND 11 ABOVE DECKING BY CONTRACTOR ----+--+, I 11 COLUMN, BASEPLATE AND ANCHOR BOLTS BY CANOPY 11 MA~IUFACTURER -----------+--->.jll 11 [u: I I I I I I I I I I I I <!) I 11 I CL PIPE BELOW GRADE----~ 11 : 11 : 11 I I -"TO~P~O=f_· ~IS=LA=ND~--,----~ __ t---,~ --,------4" CAllOPY DOWNSPOUT I INSIDE COLUMN DAYLIGHT AT GRADE IF NO STORM SEWER CONNECTION. SEE SITE PLAN DRAWING ---INVERTED U-SHAPED BOLLARD 0 _I ,-,-WRAP COLUMN WITH 1/2" n / PREFORMED EXPANSION JONr MATERIAL. ELASTOMERIC CAULK AT TOP OF JOINT 0 ,-.......,..,. _ _..,._~'""""' 11 : 1 .. ,-~II -~ ~~1---l __ ,'_, CONTINUE DOWNSPOUT FOR ST0Rc1 SEWER CONNECTION IF AV/1ILABLE. SEE SITE PLAN DRAWING z " -·--1->:. ' --;;-.-,c;f~ N I 2··-~- " '" ~~-- N ~'-,"~>8>)\ .. 1,11 I i~~ TOqP~02]F~=-i::c=t:=:t==4~'.:'.~~~:!===i'.t:;;,1=f~~~-NON SHRINK GROUT FIRST POUR , • ~~· /!',.>"/, , ~ -~ 1 ~ en ·.,. '-' z " ~>: >-! n :->«_, (L ~· 0 m ~ ~ 0 >>;:;>; u ,, ' °' 0 w >-Q'. ::::, [L >-w ~ u_ w °' ::::, z <l "' . ' .. i ' ' >«>«'l 00 >«_>«_>'. "~ :_ ->>Sis§ '~ ' ' ' ' ), ' ? ' ' I EFER TO CANOPY ~ACTUREF, DRAWINGS 0~ ~~:/ A'<::.-<\,/ . . I SEE CANOPY NOffS, THIS SHEET I PRELIMINARY CANOPY FOUNDATION SCALE: 1/2"=1'-0" SECTION 6" CONCRETE PAD REINFORCED WITH #4 BARS @ 18" O.C. EACrl WAY ,> . . -- ' 42" WIDE DOUBLE RADIUS 4" PIPE TYP.) ;;_ GUARD CONCRETE FILLED ( 6" -' ~ }_) I ,,., ' . . . ' ' . ,> ' . " , r I , I · I ' I •. f ,l~ I . 'I -L I , . 'b I I ' I" 1 I I I ' . . ""' .I I ' .,, • 1 • I • • '· I ,I'. I J . ' ,LJ ' ' LJ •, ' ·-,1~ -- ' . ;r, ' ' . ' HOOP BOLLARD DETAIL SCALE: 1/2" = 1 '-0" . 1-3 '-0 "1s'-6"1 l~I 12·-o~" _ SEE SITE PLAN FOR TANK LOCATION AND CONFIGURATION , '° I ;r, I , 0 I ,n >- Q. 0 z <( u ' 0 I ;,, .,. 2 0 I n "' CANOPY NOTES: 1. INSTALLATION 1.1. TOP OF FIRST POUR OF COLUMN FOUNDATIONS SHALL BE AS SHOWfl ON THE GRADING ANO DRAINAGE PLAN DRAWING. ANY DEVIATION FROM THESE ELEVATIONS SHALL BE REPORTED TO CANOPY SUPPLIER PRIOR TO FABRICATION OF COLUMflS. 1.2. ANCHOR BOLTS SHALL BE INSTALLED PLUMl3 WITH TEMPLATES FURNISHED. ALL THREADS SHALL BE CLEAN AND FREE OF CONCRETE SPILLAGE. 1.3. BLOCK-OUT PAVING AT EACH COLUMN FOOTING SHALL BE Al Ll:.AS 1· SIX INCHES BEYOND EDGE OF COLUMN BASE PLATE AND SHALL BE A MINIMUM OF 36" DIAMETER. (IF USED) 1.4. ALL YARU PAVING WITHIN A DISTANCE OF FIVE FEET BEYOND THE PERIMETER OF THE CANOPY SHALL BE IN PLACE WITH NO OPEN HOLES OR TRENCH.ES PRIOR TO CANOPY INSTALLATION. 1.5. CONTRACTOR SHALL FURNISH A DUMPSTER-ON SITE FOR USE BY CANOPY INSTALLER FOR CLEAN-UP Of. CRATING AND SHIPPING DEBRIS. 1.6. CONTRACTOR SHALL 0[ RESPONSIBLE FOr, FlflAL COORDINATION Of INS IALLAIION SCHcUULl WI Ill CANOPY SUPPLIER. ANY DEVIATION f"RUM rHE IAINIMUM SITE CONOITIONS UASTED ABOVE OR A Cl IANCE IN SCHEDULING RESULTING IN ADDITIONAi_ COST TO THE CANOPY SUPPLIER, WILL BE BACK-CHARGED TO THE CONTRACTOR. 2. FOUNDATIONS 2.1. CANOPY FOUNDATIONS SHALL BE CONSTHIJCTED BY THE GENERAL CONIRACTOR IN ACCORDANCE WITH AN ENGINEERED DlSIGN PROVIO[D BY THE CANOPY MANUFACTURER. HIE CANOPY FOUNDATION DETAIL ON THIS SHEET IS PRELIMINARY AND PROVIDED FOR BID PURPOSES ONLY. THE DEPICTED FOUNDATION HAS NOT BEEN rnGINEERED AND MAY DIFFER FROM IHI:. f"INAL DESIGN PROVIDED BY THE CANOPY MANUFACTURER. 2.2. CANOPY ANCHOR BOLTS ARE SUPPLIED DY THE CANOPY MANUFACTURER AND MUST BE INS(ALLED IN ACCORUANCE WITH DETAILS PROVIDED BY THE MANUFACTURER. 2.3. CANOPY SUPERSTRUCTURE, INCLUDING COLUMNS, BASE PLATES AND ALL STRUCTURAL STEEL COMPONENTS, SHALL BE SUPPLIED AND ERECTED BY THE CANOPY MANUFACTURER. KIOSK NOTES: 7/01/11 1. FOUNDATION DESIGN CRITERIA > > MAXIMUM ROOF SNOW LOAD WIND CRITERIA: -----------40 PSF > MAXIMUM BASIC WIND SPEED (3 SEC.) 120 MPH > EXPOSURE VALUE C > SEISMIC DESIGN CATEGORY ______ D 1.1. SOIL PREPARATION AT ALL STRUCTURl:.S SHALL BE PER RECO,IMENDATIONS FROM A GEOTECHNICAL REPORT PREPARED FOR THIS SITE BY GN NORTHERN INC., (REPORT NO. 211-169, DATED JUNE 2011 ). THE CONTRACTOR MUST FULLY REVIEW THIS REPORT PRIOR TO CONSTRUCTION. INFORMATION IN THE GEOTECHNICAL REPORT SUPERSEDES ANY CONFLICTING INFORMATIOH CONTAINED IN THE CONSTRUCTION PLANS AND SPECIFICATIONS 1.2. THE FOLLOWING INFORMATION IS A BRIEF SUMMARY OF THE SOIL PREPARATION REQUIREMENTS. REFER TO THE ABOVE MENTIONED GEOTECHNICAL REPORT FOR MORE COMPLETE INFORMATION 2. APPLICABLE CODES 2.1. 2.2. INTERNATIONAL BUILDING corn:. 2009 EDITION AMERICAN CONCRETE INSTITUTE. BUILDING CODE LATEST EDITION REQUIREMENTS FOR STRUCTURAL CONCRETE (ACl-318). 3. CAST-IN-PLACE CONCRETE 3.1. 3.2. 3.3. 3.4. 3.5 . STRUCTURAL CONCRETE FABRICATION AND CONSTRUCTION SHAU_ CONFORM TO ACI DUii.DiNG CODE ACl-318, LATEST EDITION. PORTLAND CEMENT SHALL CONFORM TO ASTM C150, TYF0 E I UNLESS NOTED OTHERWISE IN CEOTECHNICAL REPORT. CONCRETE SHALL CONFORM TO THE FOLLOWING MINIMUM SPECIFICAllO~IS: COMl0 RESSIVE STRENGTH (28 DAY, 3000 PSI (FOUNDATION), (FLOOR SLABS); COARSE AGGREGATE SIZE, 1 INCH, MAX.; SLUMP 5 INCHES. REINFORCING SHALL BE CONTINUOUS AROUND CORNERS A~IU AT ALL INTERSECTIONS. PROVIDE CORNER BARS IF NECESSARY WITH LAPS. MINIMUM REINFORCING COVER REQUIREMENTS ARE AS FOLLOW: fc), 18215 72ND AVcNUI:: KENT, WA 98032 (425)251-6222 (425)251-8782 c·Ax CIVIL ENGINEERING, LAND PLANNING, SUINEYING, C:NVIRONMENTAL SERVICES en 7 0 u) > w 0:::: z ~ >- De: co 0 z 0 i=:: o_ De: u en w 0 --·-··· ---· ----f----4---4-- 0 z Project #: 13245 Store #459 Designed By: DLJ Drawn By: ELS Checked By DLJ Date: JULY, 2010 Scale: FU l.L. Disk File: 13245_A 1 .1.DWG ·-------- Model: g -1 Restroom (CD) Address: 465 SOUTH RAINIER AVENUI:. RENTON, WA 98057 > CONCRETE CAST AGAINST EARTH ___ 3 INCHES > CONCRETE EXPOSED TO WEATHER OR EARTH: > #6 BARS & LARGER 2 INCHES > #5 BARS & SMALLER 1 1/2 !NCHES City 0 fRnn Planning Divisi ~n CONSTRUCTION & FOUNDATION PLANS 3.6. 3.7. > CONCRETE SLABS, NOT EXPOSED TO WEATHER OR EARTH __ 1 INCH REFER TO PRO,JECT SPECIFICATION SECTION 3300 FOR ADDITIONAL NOTES. KIOSK FOUNDATIO~I ANCHORS PER KIOSK MANUFACTURER. SPECIAL INSPECTION REQUIRED. NOV -1 I0/2 No.: A 1 . 1 FRONT OF CONCRETE PAD SHALL BE FLUSH WITH DRIVE SURFACE ----- 't 6" DRIVE SURFACE~ !-~ ~0 ·o I -..,. 4'-0" X 6'-0" X 6" CONC. PAO W/#4 BARS EACH WAY AT 18" o.c. 1 '-6" o'-o" -6" CONCRETE CURB 1 '-6" FRONf ..... -----,----,,-~--1 AIR COMPRESSOR FURNISHED AND I INSTALLED BY OTHERS TJ 1-----1 I I wt:;' I I :S ~ I '\ ,__ __ _, " I (fJ '.... I L ____ _ CONDUIT FIWM KIOSK PHONE PEDESTAL \ 0 I N 0 I N -3/4" CONDUII FROM KIOSK 0 I ;., w lL 0 -" ROUNDED co,ICRETE CAP -6" DIA. CONC, FILLED GUARD POST ---· ' CD I n ' 0 I ;., 12" J-----~1 1• j)' I' ~ '._Ill \1\/ iP ·~ _()_ . . 1' r-· x-ilr\/c 11 11 11 11 11 11 11 11 11 ------"SLOW PED ;<-INC" SIGN s INSTAL UPPLIED BY OWNER, LED BY G.C. BOLT SIGN ST. FACE SIGN AWAY KIOSK TO PO FROM 1 " UNI STRUT POST SUPPLIED STALLED BY C.C. PAINT 0 MATCH BOI.LARD AND IN RED T w f-w cc u z 0 UCJ z ~->> W<t ZlL y- 0 _J ~ =1 iS Uu.. <"' z lL u "'< gm (ASPHALT OVERLAY ' 3'-0" N "" 1/2" TOOLED RADIUS ~ MIN. , " _J (') z " f-<( z Q If) I::::-I- ' " x Q_ <( u W (/)Q_W __ ,t (fJ «>//\«~0~<~/ A"\," /'. , /'. /'. '·, /'. /'. /'. , /, «< ,, ' ' "'· PAVING TRANSITION DETAIL 7 SCAI.E: 3/ 4" = 1 '-0" 11 11 --·J _I' AIR COMPRESSOR/TELEPHONE MOUNTING :.=J:::====:::::;~-,ir--i-----.~GRADE PLAN SCALE: 3/4" = 1 '·-·0" 9 n I ' 0 - 1 /2" BACKER ROD JOINT SEALANT-3/4" DEEP (MIN.) LL 0 f- I z >-w [L 2 ww 0 ':; ___ --2::,,..·.:. <)<? 's::j-0.. '.... 4"',, PLACE JOINTS AS SHOWN ON CONSTRUCTION IMPROVEMENTS PLAN. SAWCUT WITHIN 24 HOURS OF FINISHING CONCRETE. PREPARE SUBGRADE PER GEOTECHNICAL REPORT SAWCUT JOINT 2 SCALE: 1 1/2" = 1'-0" 1 '-6" -----------~ 5 1/2" 2"R " Ll </ " . a ., ' ro n I 0 ;,, I I n ,.., ' CD l _.5__1_~-2.:-1-~::_1' -6" 2"R ' J"R ro 1 "/FT SLOPE ;::. 0 --- '-----..__ PREPARE SUBG RADE PER /f-"'-''--f'-L-¥-__L_...L..L....L.f'.-L_,'-1 GEOTECHNICAL REPORT~ I~ -#4 BAR (TYP.) 'A' CATCH CURB CURB & GUTTER DETAILS SCALE: 1 1/2" ~ 1'-o" I 4" \_ 4" I #4 BAR (~YP,) 'B' SPILL CURB ' ' " " " ro I ' "I I I" ' I " " I I 1·-,1 4 " I 1" I ,: ,, I I I " I I I b I ,1 18" DIA. CONCRETE FOOTING. DO NOT FO BELOW GRADE , RM I LJ I ., d " "I I ' I "I ,, I " " I " i. I " I , I , I I I " I" " I 4 Ii " I I I, 4 I ,, ' L -.J I, 4 I ' L -.J "· " <! ,; " " ... " 18"~ I FOR USE AT KIOSK CORNERS, 4 PLACES ! 4 BOLLARD POST DETAIL SCALE: 3/4" ~ 1'-0" PLACE AGAINST CONCRETE TANK SLAB, /\BUTTING ROADWAY PAVEMENTS AND STRUCTURES (BUILDINGS, CANOPY COLUMNS, CATCH BASINS, ETC.) 1 /2" BACKER ROD, JOINT SEALANT 3/ 4" DEEP (MIN.) " ' ,, NEW. WORK, EXISTING CONCR.ETE PAVEMENT OR STRUCTURE 1 /2" EXPANSION MATERIAL -PREPARE SUBGRADE PER GEOTECHNICAL REPORT EXPANSION JOINT 5 SCALE: 1 1 /2" = 1 '-0" CONSTRUCTION JOINTS MUST BE Al'PROVED BY OWNER'S ENGlflEER. PLACE WHEN CONTINUOUS POUR OPERATIONS ARE SUSPENDED FOR MORE THAN 30 MINUTES. 1 /2" BACKER ROD--~ CONC. PAVING --, " JOINT SEALANT 3/4" DEEP (MIN.) ' ' ' 3/4" X 24" SMOOTH DOWELS @ 18" O.C. W/HALF GREASED (MUST BE GREASED TO ALLOW EXPANSION) 1 /2" EXPANSION MATERIAL PREPARE SUBGRADE PER GEOTECHNICAL REPORT 6 CONSTRUCTION JOINT SCALE: 1 1 /2" = 1 '-0" 4'-6" 4'-6" I 2'-0" I I CANOPY COI_UMN------t--~-~o 1 2·-o" I I I it BOLLARD~;::_~ -- 0 . I lL ' i'= N ~ 4" WIDE YELLOW TRAFFIC WARNING STRIPE. SPECIFICATION TO MATCH LOCAL CITY STREET PAINT REQUIREMENTS -----,!I. MERCHANDISING DISPLAYS---""'--- it COLUMN------ it GOLLARD 0 I ·:o WITH WARNING----·· SIGN REACH-IN COOLERS--< SALES KIOSK WITH OR WITHOUT RESTROOMS ICE MERCHANDISER-__,..,, FOR USE WITH STACKED DISPENSER LAYOUTS ONLY TYP. 'l BOLLARD WITH WARNING SIGN 'l BOLi.ARD --·--WITH WARNING SIGN it BOLLARD WITH WARNING SIGN 8 PEDESTRIAN WARNING ZONE SCALE: 1/4" = 1 '-0" / / / ' / / / / ~ fr ' / -----*---·-···-~ - ' " ' ~/ & / / / ·~-----~ • REQUIRED TO CON l'ACT rHE LIGHT / NOTE: THE GENERAL CONTRACTOR IS )' POLE fJ/\NUFACTURER FOR THE LATEST ANCHOR BOLT /BASE PLATE CONFIGURATION AND TO ENSURE THAT THE LIGHT MAflUFACTURER IS AWARE OF AflY UNUSUAL CONDITIONS PRIOR TO lflSTALLATION / / / Af~EA LIGHT ANCHOR BOLT PLAN SCALE: 3" = 1'-0" Nuv -1 w12 Ir~ L€;' <Q; ffE U~ ffE /J)) (J) z 0 (J) > w 0:::: 18215 72ND AVENUE SOUTH KENT, WA 98032 ( 425)251-6222 (425)251-8782 FAX CIVIL ENCINEEf~INC, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES f---+--+---1-. -··· ·-·--. 0 z Project #: 13245 Slore #459 DLJ Designed By: Drawn Dy· Date: Scule· Disk File: Model: Address: ---------------• SEF IAARCH, 2012 FULL 1 3245 A3.0 DWG ',65 SOUTH RAINIER AVENUE ·RENrON, WA 98057 YARD DETAILS Drawing No.: A3.0 AIRPORT WAY S RENTON AVE S S 2ND ST S 3RD ST SW SUNSET 8LVD SW 7TH ST VICINITY MAP BOUNDARY / TOPOGRAPHIC SURVEY A PORTION OF THE NW1/ 4 OF THE SE1/ 4 OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. LEGAL DESCRIPTION: (PER FIRST AMERICAN TITLE INSURANCE COMPANY'S SUBDIVISION GUARANTEE, THEIR ORDER NO. NCS-520798-0Rl, DATED APRIL 9. 2012 AT 7:30A.M.) PARCEL F, CITY OF RENTON BOUNDARY LINE ADJUSTMENT NO. LUA 99-017, RECORDED UNDER RECORDING NUMBER 9904069001, BEING A PORTION OF HENRY H. TOBIN DONATION LAND CLAIM NO. 37; GOVERNMENT LOTS 11, 13 AND 16 OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; AND TRACTS 1, 2, 3 AND 4 OF SUPPLEMENTAL MAP OF RENTON SHORELANOS; EXCEPT THAT PORTION CONVEYED TO THE CITY OF RENTON BY DEED RECORDED UNDER RECORDING NO. 20110811001002. APN: 000720-0209-08 NOTE: THIS SURVEY REPRESENTS ONLY A PORTION OF THE ABOVE DESCRIBED LAND. PROCEDURE / NARRATIVE A FIELD TRAVERSE USING A "TRIMBLE 5600" TOTAL ST/iflON, AND '1DS RANGER" DATA COLLECTOR SUPPLEMENTED WITH FIELD NOTES WAS PERFORMED, ESTABLISHING THE ANGULAR, DISTANCE, BETWEEN THE MONUMENTS, PROPERTY LINES, ANO TOPOGRAPHIC FEATURES AS SHOWN HEREON. THE RESULTING DATA MEETS OR OR EXCEEDS THE STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WAC 332-130-090. HORIZONTAL DATUM -BASIS OF BEARINGS THE HORIZONTAL DATUM FOR THIS PROJECT IS NAO 83(91) PER CITY OF RENTON. CITY OF RENTON CONTROL POINT NO. 60 WAS HELD FOR POSITION AND A LINE BETWEEN CITY OF RENTON CONTROL POINT NO. 60 AND CITY OF RENTON CONTROL POINT NO. 1898 WAS HELD FOR ROTATION BEING NORTH 67' 23' 14" EAST. VERTICAL DATUM -BASIS OF ELEVATIONS (NAVD88) . ,~E VERTICAL 0/ilUM FOR THIS PROJECT IS NAVD88 PER CITY OF RENTON. CITY OF . RfNTON BENCHMARK NO. 1920 WAS HELD FOR ELEVATION, BEING 27.87 FT. (NAVD88). ' SITE BENCHMARK: FND LEAD AND TACK IN MONUMENT CASE IN INTERSECTION OF RAINIER AVENUE SOUTH AND RENTON CENTER WAY. ELEV = 29.69 (NAVD88) FLOOD ZONE INFORMATION: DESIGNATION OF THE FLOOD ZONE IS SCALED PER FEMA FIRM MAP NUMBER 53033C0977F, PANEL 977 OF 1725, MAP REVISED MAY 16, 1995 AND DOWNLOADED FROM FEMA MAP SERVICE CENTER WEBSITE (http://msc.fema.gov) ON APRIL 21, 2012: 1. ZONE X AREAS DETERMINED TO BE OUTSIDE THE 500-YEAR FLOODPLAIN SITE ADDRESS: 405 RAINIER AVENUE SOUTH RENTON, WA 98057 SURVEYORS NOTES: 1. UNDERGROUND UTILITIES ANO FEATURES DEPICTED HEREON ARE BASED ON FIELD OBSERVATION, MARKINGS, DEVELOPMENT PLANS, AND/OR AVAILABLE RECORD DOCUMENTS ONLY. THE TRUE LOCATION, NATURE AND/OR EXISTENCE OF BELOW GROUND FEATURES, DETECTED OR UNDETECTED, SHOULD BE VERIFIED. 2. ALL DISTANCES ARE IN US FEET 3. RIGHT-OF-WAY LINES BEYOND THE PROPERTY ARE SHOWN PER AVAILABLE RECORDS AND ASSESSOR INFORMATION ONLY. CITY OF RENTON, KING COUNTY, WASHINGTON SPECIAL EXCEPTIONS: (ALL TITLE INFORMATION WAS EXTRACTED FROM FIRST AMERICAN TITLE INSURANCE COMPANY'S SUBDIVISION GUARANTEE, THEIR ORDER NO. NCS-520798-0Rl, DATED APRIL 9. 2012 AT 7:30A.M.) 1. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECOROING INFORMATION: 355959 IN FAVOR OF: SEATTLE-TACOMA POWER COMPANY FOR: POWER LINES AND POLES (DOCUMENT NOT PROVIDED) 2. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: IN FAVOR OF: FDR: AFFECTS: DECEMBER 1, 1941, RECORDING NO. 3207080 UNITED STATES OF AMERICA POWER LINE AS DESCRIBED THEREIN SAID EASEMENT WAS CONVEYED TO THE CITY OF SEATTLE BY INSTRUMENT RECORDED UNDER RECORDING NO. 3664559. THE NORTHEASTERLY 60 FEET OF SAID EASEMENT WAS RELINQUISHED BY THE CITY OF SEATTLE IN KING COUNTY SUPERIOR COURT CAUSE NOS. 715585 AND 705924. (CALCULATED POSITION SHOWN) 3. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: 3664559 IN FAVOR OF: UNITED STATES OF AMERICA FOR: ELECTRIC POWER TRANSMISSION LINE (NOTED HERE) 4. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: 3664560 IN FAVOR OF: CITY OF SEATTLE FOR: DOUBLE CIRCUIT TRANSMISSION LINE (NOTED HERE) 5. RESERVATIONS CONTAINED IN DEED FROM THE STATE OF WASHINGTON RECORDED UNDER RECORDING NO. 5051341, RESERVING ALL OIL, GASES, COAL, ORES, MINERALS, FOSSILS, ETC., AND THE RIGHT OF ENTRY FOR OPENING, DEVELOPING AND WORKING THE SAME. 6. EASEMENT, INCLUDING TERMS ANO PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: 5253593 IN FAVOR OF: CITY OF RENTON FOR: SEWER (NOT ON SITE) 7. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: 5820505 IN FAVOR OF: PUGET SOUND POWER & LIGHT COMPANY FOR: UNDERGROUND ELECTRIC SYSTEM (NOT ON SITE) 8. COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS: RECORDED: RECORDING NO.: OCTOBER 14, 1992 9210140320 (BLANKET) 9. THE TERMS, PROVISIONS AND EASEMENT(S) CONTAINED IN THE DOCUMENT ENTITLED "FIRE LANE AND OPEN SPACE EASEMENT" RECORDED OCTOBER 14, 1992 AS RECORDING NO. 9210140321 OF OFFICIAL RECORDS. (SHOWN) 10. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: IN FAVOR OF: FOR: AFFECTS: NOVEMBER 24, 1992, RECORDING NO. 9211241168 PUGET SOUND POWER AND LIGHT COMPANY AN UNDERGROUND ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM AS DESCRIBED THEREIN (SHOWN) 11. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: IN FAVOR OF: FOR: AFFECTS: OCTOBER 20, 1994, RECORDING NO. 9410201209 PUGET SOUND POWER AND LIGHT COMPANY AN UNDERGROUND ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM AS DESCRIBED THEREIN (NOT PLOTTABLE -ASBUILT) 12. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: IN FAVOR OF: OCTOBER 9, 1995, RECORDING NO. 9510090749 CITY OF RENTON FOR: AFFECTS: AN EASEMENT FOR PUBLIC UTILITIES (INCLUDING WATER, WASTE WATER AND SURFACE WATER) WITH NECESSARY APPURTENANCES AS DESCRIBED THEREIN (SHOWN) 13. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORM/iflON: IN FAVOR OF: FOR: 9510090750 WY OF RENTON PUBLIC UTILITIES (SHOWN) 14. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: "\,, RECORDING INFORMATION: IN FAVOR OF: FOR: 9708110701,. CITY OF RENTON SANITARY SEWEf'\(SHOWN) '"'l(...-,.._'"''\- 15. TERMS, COVENANTS, CONDITIONS AND RESTRICTIONS AS CONTAINED IN RECORDED LOT LINE ADJUSTMENT (BOUNDARY LINE REVISION) LUA 99-017 LLA : RECORDED: RECORDING INFORMATION: APRIL 6, 1999 .. t': .. , , 199904069001 (SHOV.:f:li" .• , , "' i 16. COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS: \ RECORDED: APRIL 6, 1999 . . ' RECORDING NO.: 9904062560 (NOT PL!)TTABLE) DOCUMENT(S) DECLARING MODIFICATIONS THEREOF RECOR'DED NOVEMBER 27, 2002 AS 20021127003834 OF OFFICIAL RECORDS. " 17. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: 20110811001003 IN FAVOR OF: CITY OF RENTON, PUGET SOUND ENERGY, INC., QWEST COMMUNICATIONS CORPORATION AND COMCAST OF WASHINGTON, INC. FOR: UTILITIES (SHOWN) 18. UNRECORDED LEASEHOLDS, IF ANY, RIGHTS OF VENDORS AND SECURITY AGREEMENT ON PERSONAL PROPERTY AND RIGHTS OF TENANTS, AND SECURED PARTIES TO REMOVE TRADE FIXTURES AT THE EXPIRATION OF THE TERM. 19. GENERAL TAXES FOR THE YEAR 2012. TAX ACCOUNT NO.: 000720-0209-D8 AMOUNT BILLED: $ 89,327.82 AMOUNT PAID: $ 45,337.86 AMOUNT DUE: $ 43,989.96 ASSESSED LAND VALUE: $ 3,354,200.00 ASSESSED IMPROVEMENT VALUE: $ 3,398,000.00 SURVEYOR'S CERTIFICATION: I CERTIFY THAT THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND CORRECTLY DEPICTS THE CONDITIONS OF THE SITE AS OF THE DATE OF THE FIELD SURVEY _J)Wl& £2. OWEN B. HILLE, P.L.S. ~ WASHINGTON REGISTRATION NO. 40016 City of Renton Planning Division NOV -l luli ] 0 ci z • 0 u V, (j w 6 ::, -z Cl) w w> a: <( 0 to ~ a: w >-w ~ 0 w a: LL :s 2 ·c 0 :c ~I I C\I C\I . w cri 0 0 co CW) a: 0 ~ 0 O> z C\I I <( C\I -' 0 h: C\I " 0 O> a.. w i 1----------1 [\. (/) .w "'() z--> z ct: zW ::i (/) [L ...J ~ Dz zw ::i ::,; z -o 0 ct: :;,:; 5 ct: z t::l w z --(0 (0 z z-w G:i ...J> 5 0:: -::, u (/) N ~ ~ " 0 ~ ca "' ~ ~ ~ 1-----.------11 ..,. C ~ • .0 E a C\I z CW) .0 0 ..... , ~ • • £ V) N C\I ::: w 0 o 8 13, ..-1 ~ \ \ \ \ \ \ \ \ \ i1.;9 PUBLIC UTILITIES--, EASEMENT TO CITY OF RENTON PER REC. NO. 9510090749 \ (EXCEPTION #12) \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ '\ PUBLIC UTILITIES EASEMENT TO CITY OF RENTON PER REC. NO. 9510090750 (EXCEPTION #13) CB-J \ /'' . lM~· · \ \ \ \ \ \ \ \ \ \ 36"~ STEEL POWER PYLON \ l{,./j \ TL # 000720-0151 (NOT A PART) ·. ~"" . ~--. . CB-F .· \I. 15'x15'. SANITARY: SEWER £. _ ,\ EASEMENT TO CITY OF RENTO . PER REC. NO. 970811.701 (EXCEPTION #14) C8-E PUBLIC UTILITIES EASEMENT PER REC. NO. 20110811001003 (EXCEPTION #17) PUBLIC · UTILITIES EASEMENT TO CllY OF . RENTON PER REC. NO. · ~ . 9510090749 . ·" ie9~. . \$° . (EXCEPTION #12) ... ~\7°' ~~~~ '""' "Will ' w.~.i ,i lH.92 \ .. · ,w .\· ·v ___ ·.---·--_-··.·· __ -,.\-- .i<ll.52. 21.u · \ . .·_ "·": . . .. \ 20'x20' ELECTRIC TRANSMISSION/DISTRIBUTION . EASEMENf JO PSP&L PER REC: NO. BOUNDARY / TOPOGRAPHIC SURVEY 9211241168 (EXCEPTION #10). . . PUBLIC UTILITIES . EASEMENT PER REC. NO. . 20110811001003. I · "'" (EXCEPTION flo/) -" 21 .o.i STEEL . EXISTING BUILDING GAS METER \ \ BARRICADE X 2'.i.~ PUBLIC UTILITIES .c::: EASEMENT PER REC. NO:' .. 20110811001003 .· ... · (EXCEPTION #17) ~ EXISTING BUILDING FND. CONC. MONUMENT. IN CASE W/ LEAD. & TACK AT INT. OF RAINIER AVE: S. & S, 3RD ST. V1SITEO ON -4~16-2012 (SITE.BENCHMARK ELEY = W.69) \ \ ·, "" . \ \ \ A PORTION OF THE NW1/ 4 OF THE SE1/ 4 OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. \· . \\ ,,:l1.J.j \ \C ,,. \ ,. CITY OF RENTON, KING COUNTY, WASHINGTON \\ \\ \\ STORM FACILITIES CB·-A RIM = 28.76 18" CONC E = 24.81 6" CONC N = 26.58 12" CONC S = 25.28 6" CONC W = 26.56 CB-B RIM = 29.1_5 CB-C RIM = 28.57 CB-D RIM = 28.28 CB-E RIM = 28.36 FULL OF DEBRIS CB-F RIM = 28.19 CB-G RIM = 25,95 CB-I RIM = 26.17 CB-J RIM = 26.29 CB-K RIM = 25.94 CB-L RIM = 28.51 SDMH-A RIM = 26.23 . UNABLE TO MEASURE · SDMH-B RIM = 29.35 GREASE TRAP VAULT SDMH-C RIM = 29.29 \. \\ .. \ TECjsox . JBOX STREET UGI-IT \ \\~ \ .·~. ,\~ \ ·' · \ l9.lj ·.-. \2Ml .. \\ \\ .1 . 6" CONC S = 26.77 6" CONG W = 26. 75 12" CONC N = 26.40 6" CONC E = 26.97 6" CONC S = 27 .05 NO PIPE TO NORTH 6" CONC S = 27.03 4" D.I. N = 27.34 6" CONC NE = 26. 79 4" CONG SE = 27.17 4" CONG NW = 27 .04 8" ADS SW = 22.46 8" ADS N = 23.58 8" ADS W = 23.42 8" ADS W = 23.17 6" CONG N = 27 .36 6" PVC S = 27.44 8" ADS NE = 22.07 8" ADS SE = 22.12 8" CONG S = 21.23 10" CONC N = 21.60 15"± CONG W = 20.88 4" PVC N = 27.21 TOP 4" O.F. = 27.85 TOP 6" PVC O.F. = 27.81 \ \ \ \ \ \ \ \ \ SEWER FACILITIES SSMH-A RIM = 27.88 8" PVC S = 18.56 SSMH-B RIM = 28.42 8" PVC E = 18.56 8" PVC ESE = 18.51 10" CONC W = 18.39 8" PVC NW = 19.01 40 d 8" PVC S = 19.12 8" PVC E = 20.32 8" PVC W = 24.13 6" PVC S = 24.24 6" PVC W = 24.71 SCALE 1" = 20' SSMH-C RIM = 29.74 SSMH-D RIM = 28.53 GREASE TRAP VAULT SSMH-E RIM = 28.58 TOP 6" PVC 0.F. = 25.48 6" PVC E = 24.96 GREASE TRAP VAULT TOP 6" PVC O.F. = 25.53 LEGEND POWER VAULT TELEPHONE VAULT I WATER VAULT STREIT UGHT LOT LIGHT YARD LIGHT POWER METER SURVEY MONUMENT (l<i NOlEO) SECTION CORNER (AS NOTED) ASPHALT C )('. ,- POWER POLE GUY WIRE TRAFFIC SIGNAL I i I"-"-'--~~-~-l CONCRETE I ~ss-__! ::::~ SEWER UNE 0, fZI (f) 0 0 0 0 fQJ ~ IX! M A $ ffi _il. PARCEL F LlA-LUA 99-017 PEDESTRIAN PUSH BUTION JUNCTION BOX TELEPHONE MANHOLE i SD---STORM DRAINAGE LJNE CATCH BASIN (CB) I -- 1 --, ----CHAIN LINK FENCE srORM MANHOLE (SDMH) -// WOOD FENCE SANITARY SEWER MANHOLE (SSMH) _,,·,---SILT FENCE SANITARY SEWER CLEANOUT (SSCO) !I -----Y"TER LINE GAS METER GAS VALVE --W(PM)--WArER VIA PAINTMARKS --G(PM)--Gl<i V~ PAINTMARKS WATER VALVE (WV) FIRE CONNECTION FIRE HYDRANT (FH) WATER MANHOLE WATER METER SIGN I --T(PM)-- 1--P(PM)- I -~P(OH)-- 1 0 I TELEPHONE V~ PAINTMARKS POWER VIA PAIN1MARKS OVERHEAD POWER UNES DECIDUOUS TREE (DEC) NOTE; NOT ALL SYMBOLS WILL APPEAR IN THE DRA!/ING CONTROL & SITE MAP 1· = 200' 6=1"10'27" R=5679.65' L=116.39' City of Renton Planning Division NOV -l 1012 CllY OF REITTON NO. 60; SOUTH QUARTER CORNER OF SECTION 18-T23N-R5E, W.M., BEING A CONC. MONUMEITT IN CASE WITH A I 3/4" BRASS DISK DOWN 0,5', STAMPED '),\' "SURV. MON. 2010 LS 38015" AT S.W. .;'<-\'l.-;9~GSJ 7TH ST. & HAROIE AVE. S.W. ;r'l.°S\ i#-1 V1SITEO ON 4-16-2012 '>/,.<> IS <:,'i N; 175,890.9736 FT. \,\li>S E: 1,298,012.6598 FT. CllY OF RENTON NO, 1898 IS A CONG. MONUMENT IN CASE W/ A 2" BRASS CAP & PUNCH DOWN 0.65' AT SHATIUCK AVE. S. & S. 6TH ST. VISITED ON 4-15-2012 N: 176,367.4852 FT. E, 1,299,156.6865 FT. .l'i 0 a 0 z (j w ~ ::> -z 0) w a: w> 0 a: <( 0 -1-0 0 0) z z a: C\I <( w C\I _J . I->-w a: w CJ) 0 ~ 0 CL 0 0 w CX) a: C') u. 0 0 0 ~ ~ "' C ~ 0 0 II 0 N V} ·c • 0 ' > ,: ~ 3 :q II u CQ, rol Q. 01 01 ' I 'O 'O 'O • • • C C -" > rn • 0 e ·;;; ~ • a. • L a. a a u -<: m C\I I C\I 0 C\I bi ....,, ~ :.,j • ~ 0 a w u i t-----------,10. I f-::::, 0 (/) w g ~ LLI N ~ <-0 N N ON co CO N I' 0 0) tO co z <( l I N I' ~ 3: Lf) Lf) Lf) N N .--: ,,,. ....... .,.--... N z Lf) Lf) N N co w '<f· sj- ~ ::<: '--" '--" U) .w (') 0 ~> zOC zW :"i (/} a.. _J j:S Oz Zw :"j::;, z ·O (') Cl'.'. z--> D".z t::l w z . -(') "z z-w Ci _J> -o;: c': :::, u (/) 0 ~ " N n ;:.:. i? i' ~ :-t-----,-------,1'!j N C\I 3 w 0 -0 0 g C\li _:;:. I~ L__ __ :_..:... _____________________________________________________________ ----, ____________________ _,__ _ ___._ __ ....:., \ \ \ 1"=20' CB-J RIM = 26.29 8" ADS W = 2 .42 /' ,,,,.... \ , \ < ,,.,,..,,.,," \ \ ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' \ -<I \ ' 0 \ ~ \ ' ' ' , \_.. ....... STORM DRAINAGE UTILITY PLAN \ ' ( ~ \ SSMH- RIM = 2 \8' PVC N • PVC S • PVC E ·• . J .. • • I> • • 11,'· 4 . _b • . :,4. UTILITY CROSSINGS DJ T/P 8" SS=18.51 ± IE 12" SD=22.13 T/P a• SS=21.49 IE 12" SD=23.26 MAINTAIN 1.5' (MIN.) VERTICAL SEPARATION BETWEEN UTILITIES I I I \ LEGEND PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT EXISTING CONCRETE CURB NEW CONCRETE CURB NEW CONC. SWALE EX. U/G POWER EX. TELEPHONE EXISTING STORM PIPE EXISTING SANITARY SEWER PIPE EXISTING WATER LINE PROPOSED SANITARY SEWER PROPOSED SEWER MANHOLE PROPOSED STORM DRAINAGE PROPOSED TYPE 1 L CATCH BASIN PROPOSED TYPE 2-48" CATCH BASIN EXISTING GROUND SPOT ELEVATION EXISTING GROUND CONTOUR ···-- --· P(PM) ··--- ---T ----ss ---- · ---------W(PM) ----.. • • (i) +201.55 PROPOSED FINISHED GRADE SPOT ELEVATION PAVEMENT SWALE 20D.0 199.5 ,,.,-- MEET & MATCH EXISTING STORM DRAINAGE CALLOUTS CD CORE DRILL EXISTING MANHOLE FOR PIPE CONNECTION. @ 42 LF 12" SD @ 0.5% @sDMH #1, TYPE 2-48" W/SOLID LOCKING LID (PER DETAIL SHT CB) RIM=23.5± MATCH EX, IE IN=21.19 (12" SE) IE OUT=21.19 (12" W) © 106 LF 12" SD @ 0.5% @sDMH #2, TYPE 2-48" W/SOLID LOCKING LID PER DETAIL SHEET CB RIM;;,27.5± MATCH EX. IE=21J3 (12" SE,NW) -~ @ 67. i.f 1-2",, SD '@"Issi ·-· ~---··· (J) SDMH#3, TYPE 2-48" W/SO~ID LOCKING LID PER DETAIL SHEET CB RIM=28.4 IE=22.99 (12" NW,S) IE=23.51 (6" E) @ 68 LF 12" SD @ 0.5% @ SDMH#4, TYPE 2-48" W/SOLID LOCKING LID PER DETAIL SHEET CB RIM=27.82 IE=23.33 ( 12" N,S) IE=23.85 (6" E) @ 63 LF 12" SD @ 0.5% (jJ) 7'x13' FILTERRA UNIT FLOWLINE ELEV=27.15 TOP=27.65 IE OUT =23.65 @ 4? PVC SDR-35 @ 2.0% MIN. FOR ROOF DRAIN CONNECTIONS TO STORM. SEE ARCHITECT PLANS FOR CONNECTION AT COLUMN. TYPICAL FOR ALL LINES UNDER CANOPY. @ 6" PVC SDR-35 @ 1.0% MIN. FOR CONNECTION OF ROOF DRAIN DOWNSPOUT COLLECTOR PIPES. @ 6" SD CLEANOUT TO FINISH GRADE. SEE DETAIL B/C7. ME City Of R P1ann1n eriton g Division Nov -1 zo12 GENERAL NOTES: lfii!EIC;ftf!U~ 1. CONTRACTOR SHALL FIELD VERIFY LOCATION, SIZE, AND TYPE OF EXISTING '/ff /tJ) UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO ENGINEER IMMEDIATELY. 2. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO START OF CONSTRUCTION. 3. ALL SPOT ELEVATIONS ARE TO TOP OF FINISH SURFACE UNLESS NOTED OTHERWISE. 4. SEE 1 /C6 FOR CANOPY SLAB GRADES. 5. SEE NOTE ON T3.0 FOR ELEVATING SLAB GRADE AT MANWAYS. 6. ALL STORM PIPE TO BE CORRUGATED POLYETHYLENE PIPE (CPEP) UNLESS OTHERWISE NOTED. a: w I-z w () z ~ z w a: Ol "' ""' * I a: w I-z w () _J w ::::> LL a: w >-w ~ 0 w a: LL CF! z 0 (I) > w 0:::: ~ 1 <P • <,' '< >-r '<--<1:-'Ato ENGl~'<- 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CML ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES z 0 ~ >. C. 0 El 01 ~ u ii ~ -s~ I CJ)-.... .,. 0 ,n -~!~~ ~jJfi ii:: u (l) ~ 0 f-Cl-+--+--+---,f----+---(Jl 0 z ~ N <:'! ......... _.___,__...__..__.__-II - Project #: 13245 Store #00459 1---'---'----------N Designed By: GMT o ~ Drown By: RDC 1----=----------1(:_ Checked By: JH o ----'---------~ Date: 9.7.2012 E I-S-c-al-e,--------,-,=-5-0'-1$ 1-----------'--=--1, Disk File: 13245-U.ciw 0 Model: "' " "'! :::, ..,.,,.,...----------II I Address: m 405 RAINIER AVENUE SOUTH ;:!j RENTON, WA 98057 "' 1------------1~ STORM DRAINAGE lJTILITY PLAN FRED MEYER FUELING FACILITY C ·c: " " C 'o, C " / co '" N n 1-,D_.,._ -N---------12 rowing o.: ,, CS of 8 0 0 0 "' ~ / 6.' Ji '----------------------------------------------------------------------------------------------------------------------------....11----------Jli: \- \ \ \ \ \ ,<, \ \ \ :~ r \0 \ '\ \ \ TRE.._No.15 SIGNIFICANT TREE PLAN \ I \ \ \ __ \ \ ,, \ \ '\ I GI \ 1'° '\ \ \ \ 1"=20' 0 10 EXISTING TREE RETENTION LEGEND SYMBOL ---------TRE_No.XXX X @ DISCRIPTION EXISTING TREE CALL -OUT EXISTING TREE EXISTING TREE ,,--\ ( __ / EXISTING TREE CRITICAL ROOT ZONE DENOTES EXISTING TREE TO BE REMOVED 0 EXISTING DECIDUOUS TREE EXISTING TREE LEGEND SYMBOL NM AM COMMON NAME I NORWAY MAPLE ARMSTRONG MAPLE REMARKS SEE THIS SHEET FOR SCHEDULE TO BE REMOVED TO REMAIN, SAVE, AND PROTECT OF TREE TO BE REMOVED SEE THIS SHEET FOR SCHEDULE a: ~ w 0 z 2 z w a: ~ * I a: ~ w 0 ...J w :::, LL a: ~ :::i: 0 ~ LL 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CML ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES EXISTING SIGNIFICANT TREE SCHEDULE CRITICAL CURRENT ROOT ZONE HEALTH RATING 10 AM 16.3" 26' GOOD 11 AM 16" 20' GOOD 12 AM 11.2" 18' GOOD 13 AM 7.4" 10· GOOD 14 AM 8.1" 10· GOOD 15 AM 10.8" 8' GOOD 16 AM g" 13' GOOD 17 AM 8.2" 10· FAIR 1B AM 7.6" 10· FAIR DENOTES TREE TO BE REMOVED PROPOSED TREE STATUS REMAIN 'REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN COMMENTS TRUNK DAMAGE TRUNK DAMAGE (f) z 0 (f) Cj er: 0 z _J w 0 w ~ ' ~ ~ 0 <) (fl ~ ": t-......L.---'--'---'----'--'---1 n Project #: 13245 Store #00459 N 0 Designed By: CMT ~ 0 Drawn By: RDC ~ 1--------------1 0 Checked By: JH ';; E Date: 9.7.2012 I:::_ 2 Scale: t "=20' ~ Disk File: 13245-ST!.clw 1-,M'""o...,.de7 1: ____ ..c..c..cc..c..c......c...c="'---I f " Si 1-:-,-,-----------1 I Address: ~ 405 RAINIER AVENUE SOUTH N RENTON, WA 98057 n 1------------1 ~ C SIGNIFICANT fil ('" ., TREE PLAN C vlty Of Renton STA TE OF g> Planning Division WASHINGTQN1 FRED MEYER ;;; REGISTf;RtCV / FUELING FAOLITY ~ NOV -I ifi\l LA~.D.·SS .. ~CA tE""°~C.HHI. ECT t-,,-=--.,---------1::;:-g~ ~ // . Drawing No.: "' 0 AR M, SEIDEL ST1 f 1 "' CERTIFICATE NO. 706 0 / (VALID ONLY WITH SIGNATURE) 0.: EXPIRES: 12/15/12 u5 ...._ _______________________________________________________________ ___::.::;~~-L-----...l~ • , ., •. , ·, ·, ,,. 1, .-.,, , •·''. · -,-.· _,,,, "'~-., · , 1 ·-,fc .. 1"=50' INDEX TO SHEETS= C10F8 C20F8 C30F8 C40F8 C50F8 C60F8 C70F8 C80F8 CML GENERAL NOTES DEMOLITION AND T.E.S.C. PLAN SITE IMPROVEMENT PLAN . GRADING PLAN STORM DRAINAGE UTILITY PLAN SANITARY SEWER AND WATER UTILITY PLAN CONSTRUCTION DETAILS CONSTRUCTION AND T .E.S.C. DETAILS LEGAL DESCRIPTION: (PER FIRST AMERICAN TITLE INSURANCE COMPANY'S SUBDIVISION GUARANTEE, THEIR ORDER NO. NCS-520798-0R1, DATED APRIL 9. 2012 AT 7:30A.M.) PARCEL F, CITY OF RENTON BOUNDARY LINE ADJUSTMENT NO. LUA 99-017, RECORDED UNDER RECORDING NUMBER 9904069001, BEING A PORTION OF HENRY H. TOBIN DONATION LAND CLAIM NO. 37; GOVERNMENT LOTS 11, 13 AND 16 OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; AND TRACTS 1, 2, 3 AND 4 OF SUPPLEMENTAL MAP OF RENTON SHORELANDS; EXCEPT THAT PORTION CONVEYED TO THE CITY OF RENTON BY DEED RECORDED UNDER RECORDING NO. 20110811001002. APN: 000720-0209-08 NOTE: THIS SURVEY REPRESENTS ONLY A PORTION OF THE ABOVE DESCRIBEQ LAND. HORIZONTAL DATUM -BASIS OF BEARINGS THE HORIZONTAL DATUM FOR THIS PROJECT IS NAO 83(91) PER CITY OF RENTON. CITY OF RENTON CONTROL POINT NO. 60 WAS HELD FOR POSITION AND A LINE BETWEEN CITY OF RENTON CONTROL POINT NO. 60 AND CITY OF RENTON CONTROL POINT NO. 1898 WAS HELD FOR ROTATION BEING NORTH 67' 23' 14" EAST. VERTICAL DATUM -BASIS OF ELEVATIONS (NAVD88) THE VERTICAL DATUM FOR THIS PROJECT IS NAVD88 PER CITY OF RENTON. CITY OF RENTON BENCHMARK NO. 1920 WAS HELD FOR ELEVATION, BEING 27.87 FT. (NAVD88). SITE BENCHMARK: FND LIEAD AND TACK IN MONUMENT CASE IN INTERSECTION OF RAINIER AVENUE SOUTH AND RENTON CENTER WAY. ELEV = 29.69 (NAVD88) \ \ \ \ \ \ \ LOT LINE 4 5 5051341 6 5259593 7 5820505 8 921010320 CIVIL GENERAL NOTES , WORK AREA \ EARTHWORK OUANITIES: FOR PERMIT PURPOSES ONLY GRADING = 2,500 CY EXPORT MATERIAL SHALL BE DISPOSED OF OFF-SITE AT LOCATION APPROVED BY CITY OF RENTON SITE AREA: EXISTING SITE AREA = 1.13 AC AREA DISTURBED DURING CONSTRUCTION = NO RIGHT-OF-WAY DEDICATION REQUIRED. OWNER/APPLICANT FRED MEYER STORES, INC. P.O. BOX 42121 PORTLAND, OR 97242 PHONE: (503) 797-5617 CONTACT: JAMES COOMBES EMAIL: JAMES.COOMBES@FREDMEYER.COM THE KROGER CO. 3800 S.E. 22ND AVENUE PORllAND, OR 97202 PHONE: (503) 797-3026 CONTACT: BRIAN PffiRSON EMAIL: BRIAN.PETERSON@KROGER.COM ENGINEER= BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVENUE SOUTH KENT, WA 98032 PHONE: ( 425) 251-6222 CONTACT: JASON G. HUBBELL, P.E. EMAIL: JHUBBELL@BARGHAUSEN.COM SURVEYOR: BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVENUE SOUTH KENT, WA 98032 PHONE: (425) 251-6222 CONTACT: DENNIS SAL1YS, P.L.S. EMAIL: DSALTYS@BARGHAUSEN.COM 1.13 AC Table of Recorded Covenants, Conditions, Restrictions and/ or Easements ~}$g Documents May Impact the Pre posed Development of a Fred Meyer Fuel Center #459 / Renton Center 431 S. Rainier Ave. Renton, WA 98057 -Parcel No. 000720-0209-08 United States of America City of Seattle 06/24/1959 State of Washington 02/02/1960 City of Renton 10/20/1964 Puget Sound Power & Light Company 10/14/1992 Renton Sho~~ing cent~r Associates Easement -Double circuit transmission line Oeed -res.-erving alt oil, gases, i::oal, ores 1 minerals, fossils etc., and the right of entry for opening, developing and working the same. Easement -Sewer Easement-Underground electric svstem Covenants, conditions, restrictions .and/or easements Not mappable Notma able Not mappable Not mappable ti9.:-i ~f§;ttOJ;AQalr~j~ Jfit(t .'1:'.4ZG:9~fJ1 ·Scitf';Of.'.R&'ri.tQlt%1:t~~,~J~~l~1 fe~~'.me'iif'.~Efr~:;Lici~!~01.CO '1WS ~c'e'f~.i"?lrn'~rit!ltt~~j,,;f~~:m.t~tl>~'fi.~ :lAfsh.dWh1t:£fN{~ 10 9211241168 1112411992 Puget Sound Power and Light Easement-An underground electrtc trans.mission and/or dfstribution Not mappable Company svstem 11 9410201209 SOILS REPORT NOTES 1. THE FOLLOWING SOILS REPORT HAS BEEN PREPARED FOR THIS PROJECT 13 9510090750 09/25/1995 City of Renton GEOTECHNICAL ENGINEERING REPORT: FRED MEYER 459 FUEL STATION -RENTON, WASHINGTON DATED: JUNE 5, 2012 !iitilt~ itl{~iof1io:tli1i!!t1J0 1tff$Joilii¥ii./Ji. fcl1f9fsen \1t1tf, Iiii.Ii~oAtlr;!loo'l:fi\/ '!fo"g/o'i!li.iQtiJ!J Ill.oJ,O:<l'.uf>':it PROJECT NO.: 2012-247 SOIL REPORT PERFORMED AND PREPARED BY: THE RILEY GROUP, INC. 17522 BOTHELL WAY NE BOTHELL, WA 98011 PROJECT CONTACT: ERIC L. WOODS, LG (425) 415-0551 16 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS 9904062560 OF THE SOILS REPORT FOR THE SITE BE OBSERVED AND COMPLIED WITH DURING ALL PHASES OF THE SITE PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB, AND PAVING CONSTRUCTION. 3. ANY PROVISIONS OF THE SOILS REPORT WHICH CONFLICT WITH INFORMATION SHOWN 04/06/1999 AIRPORT WA RENTON AVE S S 2ND ST S 3RD ST SW SUNSET BLV SITE SW 7TH ST ~======;~~~~~~===~-, el VICINITY MAP ~ N.T.S. GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH CURRENT INTERNATIONAL BUILDING CODE AND/OR PLUMBING CODES. 2. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE GOVERNING AGENCY STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE AVAILABLE RECORDS AND ARE SUBJECT TO A DEGREE OF UNKNOWN VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC., TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 4. IT SHALL BE THE CONTRACTOR'S . .RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED PRIOR TO CONSTRUCTION •.. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTILITIES WITHIN THE CONSTRUCTION. AREA WHETHER SHOWN OR NOT SHOWN ON THE PLANS. 5. 6. 7. 8. 9. ·. a TWO (2) COPIES OF TH.ESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. ' , . · ""%'.!!: "' '·1i \ INSPECTION OF BUILDING AND SITE WORK WILL BE ACCOMPLISHED BY THE CITY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO \~pTIFY THE INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. . , . · . ' ,_, 'l.\,;:'.~'?f.:,,. ~' '·'f PRIOR TO ANY CONSTRUCTION/DEVROR~_ENT ACTIVITY, THE INSPECTION PERSONNEL MUST BE CONTACTED FOR ANY REQUIRED PRE-CONSTRUCTION M~l'NG(S). i SOIL STERILIZATION (WEED KILLER),SHALL BE APPLIED IN AREAS TO BE PAVED. KEEP 2-FOOT MINIMUM CLEAR OF EXISTING AND PROPOSED LANDSCflPE'•AREAS. APPLY AT MANUFACTURER'S RECOMMENDED· RATE TO ASSURE 3-INCH MINIMUM PENETRATION. ~. ' PONDING OR "BIRDBATHS" EXCEEDING ONE-QUARTER INCH IN DEPTH SHALL NOT BE ACCEPTABLE AND SHALL BE CORRECTED BY THE CONTRACTOR. 10. PRIOR TO THE START OF GRADING; ALL EXISTING VEGETATION, DEBRIS, RUBBLE, ASPHALT PAVEMENT, ETC., SHALL BE REMOVED FROM THE SITE TO THE SATISFACTORY OF THE OWNER. ALL MATERIAL TO BE USED AS FILL (BOTH ON SITE AND IMPORTED) SHALL BE APPROVED STRUCTURAL MATERIAL. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPORTING AND/OR EXPORTING ALL MATERIAL AS REQUIRED TO PROPERLY GRADE THIS SITE TO THE FINISHED ELEVATIONS SHOWN HEREON IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. 12. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ASSURE THAT SILT-LADEN WATER DOES NOT ENTER THE PUBLIC STORM DRAIN SYSTEM. ALL STORM FACILITIES SHALL BE FLUSHED AND CLEANED PRIOR TO FINAL ACCEPTANCE. SEDIMENT DISPOSAL SHALL BE COORDINATED WITH THE COUNTY P.W. DEPARTMENT. 13. BACKFILL TRENCH OF PIPES IN LIFTS OF 8 INCHES AND COMPACT TO 95 PERCENT RELATIVE COMPACTION UNDER PAVED AREAS AND 90 PERCENT COMPACTION OFF PAVED AREAS. ALL PIPE SHALL BE INSTALLED WITH BEDDING IN ACCORDANCE WITH THE SPECIFICATIONS. 14. OWNER SHALL PROVIDE PRIVATE OPERATIONS/MAINTENANCE AGREEMENT FOR NEW STORM SYSTEM FACILITIES. 15. · CONTRACTOR SHALL RETAIN SERVICES OF A LICENSED SURVEYOR TO PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL CONSTRUCTION STAKING BASED ON ELECTRONIC FILES PROVIDED BY BCE. UTILJTY CONR.ICT NOTE• CAUTION= THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIEY -WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES f,S SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. a: w I-z w 0 z 0 I-z w a: C1) ~ * I a: ~ z w 0 _J w ::::, LL a: w >-w ::;;; 0 w a: LL U) z 0 U) > w er:: '6 ~ 'I--t .... <I' i 0' ~ )' ) v,<i:- 1lvG ENGi~<,, 18215 72ND AVENUE SOUTH KENT, WA 98032 ( 425)251-6222 ( 425)251-8782 FAX CML ENGINEERING, lAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES ~ C ,c ~l ol ~ ~ lll!I Q) ·1-I 01-.... .,, 0.,, e.: ~!~~ !iJf: f-+--if--+--t--+--1 0 z l---'--"----'--'--..L..-"---1 Project #: 13245 Store #00459 ~ 0 " U) "' <( '"" ~ J-------------tN Designed By: GMT o 1-------------IN Dro-vi,,ll)': RDC :::C- 1-~"'fi'hrccc-.--------1 ~ Cheqii~_g'_sP,f Ff en~.-JH o t------'....<.i.l!'iti;;no;:;-~. "-<.!f.011r---:-:-:---I '" Date: 9 D1visin,. 9.7.2012 E 1--------'-""-'"1-------1 E. 1-sc_a_le_'N""OV'-"-_ H, "'7"" ____ 1'-'-=5_0_' -I ~ ! 13245-D,dwg 0 Disk File: ::-., ELSEWHERE ON THESE DRAWINGS, OR WHICH REQUIRE FURTHER CLARIFICATION, SHALL BE i------------------------------.·1'm g'gll'.;r~ ~ BROUGHT TO THE ATTENTION OF BARGHAUSEN CONSULTING ENGINEERS, INC. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE li;'}r:t/ffI/l)) ci 4. A REPRESENTATIVE FOR THE SOILS ENGINEER SHALL BE AVAILABLE TO OBSERVE AND APPROVE THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND 1-:-Ad""d'"re-ss-,--....:.-'-------1 ~ EARTHWORK OPERATIONS AND TO VERIFY FIELD CONDITIONS AS WORK PROCEEDS. THE SOILS REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION 405 RAINIER AVENUE SOUTH N ENGINEER SHALL SUBMIT FIELD REPORTS CERTIFYING THAT THE METHODS AND MATERIALS OF THE ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A RENTON, WA 98057 ;'.! EARTH WORK OPERATIONS WERE IN ACCORDANCE WITH THE RECOMMENDATION OF THE SOILS REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS 1-------------1 ,;; "' MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL c INVESTIGATION AND THAT THE WORK WAS PERFORMED TO THE SATISFACTION OF THE ENGINEER. THE RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. -~ CONTRACTOR SHALL MAKE ALL PROVISIONS FOR SOILS INSPECTIONS AS RECOMMENDED WITHIN SOILS "' REPORT. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES COVER SHEET ·g, AS A MINIMUM, THIS INCLUDES THE OBSERVATION OF THE FOLLOWING BY A SOILS ENGINEER: PUBLIC LAND SURVEY OFFICE Y., 1111 WASHINGTON STREET S.E. FRED MEYER ~ A. EXCAVATION FOR THE UNDERGROUND GASOLINE STORAGE TANKS FOR DEWATERING, P.O. BOX 47060 FUELING FAOLITY ;,o; SHORING, AND/OR OVER EXCAVATION RECOMMENDATIONS Call Toll Free OLYMPIA, WASHINGTON 98504-7060 1-:---,-,,.---------1 _..,, B. PLACEMENT OF STRUCTURAL FILL MATERIAL BENEATH BUILDINGS AND PAVEMENT Drawing No.: "' C. SUBGRADE PREPARATION OF BUILDING AND CANOPY FOOTINGS 1 (800) 424-5555 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR g DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND g s1TE ADDREss: 5. THE CONTRACTOR SHALL QUALIFY ANY LIMITATIONS TO SOILS INSPECTIONS WITHIN BID w WORKING AT THE DIRECTION OF THE CONTRACTOR. PURSUANT TO THESE REGULATIONS. THE c1 of 8 ::::- 405 RAINIER AVENUE SOUTH PROPOSAL. T O DA VS APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE o..: RENTON, WA 98057 BEFORE YOU DIG RESPONSIBILITY OF THE CONTRACTOR. ~ L--...:...---------------------------------------------------------------------------------G:: OF NO. / / / / / / 20 I / / / / / ·- / / / // 1-t>~ 40 I CB-J RIM = 26.29 ~ 8" ADS W = 2 .042 -----\ \ \ \ DEMOLITION AND T.E.S.C. PLAN ~~ EX. CONCRETE TO BE REMOVED EX. SEWER PIPE TO BE REMOVED EXISTING BUILDING TO BE REMOVED RIM = 29.35 ~ /SDMH-B FF BU ING 4" PVC N = 27.21 " ~s GREAS~ TRAP _VAULT c; TOP 4 O.F. -27.85 (TO BE REMOVED) SDMH-C RIM = 29.29 TOP 6" PVC O.F. = 27.81 (TO BE REMOVED) CONTRACTOR TO COORDINATE WITH UTILITY PURVEYOR TO DETERMINE IF EXISTING GAS SERVICE IS ADEQUATE FOR PROPOSED DEMAND. REMOVE AND REPLACE IF NECESSARY. EX. BUILDING TO REMAIN ~,, -/- DEMOLITION NOTES= \ \ \ \ EROSION CONTROL CALLOUTS: © PROVIDE AND INSTALL TEMPORARY SEDIMENT CONTROL FILTER AT EXISTING INLET TO PREVENT SILT-LADEN RUNOFF FROM LEAVING SITE. SEE DETAIL ON SHEET C6. OR USE CITY OF RENTON STD. PLANS 216.20, 216.30, 216.40 OR 516.50. "a" INSTALL TEMPORARY ROCK CONSTRUCTION ENTRANCE PER CITY OF RENTON STD PLAN 215.10. \EJ LOCATION TO BE DETERMINED IN FIELD FOLLOWING DISCUSSION WITH INSPECTOR AND PROJECT MANAGER. © CONSTRUCT 10'x10'x 2 MIN. DEPTH CONCRETE TRUCK WASHOUT SUMP (W/2:1 SIDE SLOPES). CONTRACTOR SHALL MONITOR AND MAINTAIN SUMP PERIODICALLY SO THAT WASHOUT MATERIAL DOES NOT OVERFLOW. WHEN CONCRETE WORK IS DONE, FILL AND COMPACT SUMP WITH STRUCTURAL MATERIAL AND PAVE PER ASPHALT PAVING SECTION. EROSION CONTROL NOTES: 1. PUBLIC STREETS AND SITE PARKING/DRIVE AISLES ARE TO BE KEPT CLEAN OF DIRT AND DEBRIS GENERATED BY WORK. CLEANUP SHALL BE BY SWEEPING AND/OR OTHER APPROVED METHODS. 2. CONTRACTOR SHALL PROVIDE SILT PROTECTION ON EXIST. CATCH BASIN(S) IN PROXIMITY OF WORK WHICH HAVE POTENTIAL TO RECEIVE SURFACE RUNOFF FROM WORK AREA. 3. CONTRACTOR SHALL REVIEW HIS PROPOSED HAULING ROUTES AND PROPOSAL FOR ONSITE TRAFFIC CONTROL WITH PROJECT MANAGER FOR APPROVAL. 4. CONTRACTOR SHALL DISPOSE OF ALL SOLID AND HAZARDOUS WASTE OFF-SITE AT APPROVED LOCATION AND SHAUL NOT ALLOW STORAGE ON-SITE. ALL FUELING STORAGE SHALL BE CONTAINED WITHIN APPROVED CONTAINERS AND LOCATED IN SECURE LOCATION. FUELING SHAUL OCCUR ONLY IN AREAS DESIGNATED FOR FUELING AS DIRECTED BY CONTRACTOR. TEMPORARY DUST CONTROL MEASURES 1. THE CONTRACTOR SHALL MAINTAIN WATER TRUCKS AT THE SITE AND SHALL DAMPEN THE GRADED AREAS AS REQUIRED TO CONTROL DUST. 2. WATER OR COVER STOCKPILES OF SOIL, SAND, OR OTHER MATERIALS THAT CAN BE BLOWN BY THE WIND. 3. COVER ALL TRUCKS HAULING SOIL, SAND, AND OTHER LOOSE MATERIAL, OR REQUIRE ALL TRUCKS TO MAINTAIN AT LEAST TWO FEET OF FREEBOARD. 4. SWEEP DAILY (PREFERABLY WITH WATER SWEEPERS) ALL PAVED ACCESS ROADS, PARKING AREAS, AND STAGING AREAS AT CONSTRUCTION SITE. DEMOLITION CALLOUTS: 0 SAWCUT PAVEMENT IN SMOOTH, CONTINUOUS LINE, AND REMOVE PAVEMENT REQUIRED TO PERFORM NEW WORK. COORDINATE WITH SITE IMPROVEMENT PLAN AND GRADING AND STORM DRAINAGE PLAN FOR EXACT SAWCUT LIMITS. REFER TO LANDSCAPE AND l~RIGATION PLANS FOR ADDITIONAL SAWCUTTING TO INSTALL IRRIGATION LINES. 0 REMOVE EXISTING ASPHALT PAVE:MENT. MATERIAL TO BE DISPOSED OF OFF-SITE. r;\ DEMOLISH EXISTING CONCRETE CURB AND DISPOSE OF OFF-SITE. SEE THIS SHEET FOR \::.../ LIMITS OF CURB DEMOLITION. , 0 DEMOLISH EXISTING PLANTER IN2LUDING TREES, ROOTS, GROUND COVER, TOPSOIL, ETC. SEE LANDSCAPE PLAN FOR REPLANTING OF DISTURBED AREAS ALONG PERIMETER OF WORK. /7\ TEMPORARY CONSTRUCTION FENCE (6' HIGH CHAIN LINK). FIELD VERIFY AND CONFIRM EXACT LOCATION WITH \::.../ KROGER PROJECT MANAGER. © TEMPORARY SITE ACCESS GATE (6 1 HIGH CHAIN LINK WITH LOCKING HARDWARE). FIELD VERIFY AND CONFIRM EXACT LOCATION WITH KROGER PROJECT MANAGER. r;\ APPROXIMATE LOCATION OF TANK HOLE EXCAVATION. SEE SOILS REPORT FOR EXCAVATION AND DEWATERING ~ RECOMMENDATIONS. CONTRACTOR SHALL EXPECT TO ENCOUNTER SEASONAL GROUND WATER SEEPAGE IN UTILITY AND TANK EXCAVATIONS AND SHALL PLAN FOR DEWATERING AS NECESSARY. . Iii\ PROVIDE TEMPORARY TANK HOLE SHORING AS NECESSARY TO PROTECT ADJACENT PROPERTIES AND/OR \::../ UTILITIES. GENERAL CONTRACTOR SHALL PROVIDE SHORING DESIGN FOR APPROVAL PRIOR TO CONSTRUCTION. © EX. FIRE HYDRANT TO BE REMOVED. REMOVE SERVICE LINE AND PLUG AT EXISTING MAIN. ® EXISTING POWER POLE TO BE REMOVED. COORDINATE WITH UTILITY PURVEYOR. ® EX. SIGN TO BE REMOVED 1. ALL PAVEMENTS, CURBS, GROUND COVER, UTILITIES, ETC. INSIDE DEMOLITION LIMITS 2. FLAG OR FENCE CLEARING LIMITS. SHALL BE REMOVED UNLESS OTHERWISE SHOWN ON THE PLANS. a: w I-z w 0 z 0 I-z w a: Ol I.C) 'SI' * a: w I-z w 0 _J w ::> lL a: w >-w ~ 0 w a: lL (J) z 0 (J) > w 0:::: (l () 0 ~ 1-.... <l'G, • .,.. <,. . '<, </;-1"' G ENGi~'<, 18215 72ND AVENUE SOUTH KENT, WA 98032 ( 425)251-6222 (425)251-8782 FAX CML ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SEIMCES 5 6: ~ >, c. 6.j F OJ h u -~ ,.1111, 8':ril"~ Lis~ 'L.., ii}fi 1--.. -i" X .!'! [:3 0 C o l-+--1---+--+--+--lf) 0 z ::e <( 0 ......... _ ..... __.._....__...__ .......... ".' Project #: 13245 Store #00459 ------------IN Designed By: CMT o -------------1~ Drown By: RDC - 3. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR. 2. CONTRACTOR SHAUL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED AND NECESSARY PRECONSTRUCTION MEETINGS HELD, PRIOR TO COMMENCING WORK. (?__ TESC LEGEND: a-C_he~ct=~g;.;,l'~e-;'F':ri. '""it··.-::-----JH--1 ~ t----------------------------a..:.:Do:::te::.!:p:!./,i]·lr:tt,,,l/,:·c;.· ·,..;·=,,"~n_:f~O::'..!n.L..._9:..:..7:..:..2::0~12:::....J E 4. INSTALL CATCH BASIN PROTECTION. 3. CONTRACTOR SHALL FIELD VERIFY LOCATION, SIZE, AND TYPE OF EXISTING UTILITIES IN 5. GRADE AND INSTAUL CONSTRUCTION ENTRANCE. WORK AREA PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO ENGINEER IMMEDIATELY. 6. INSTAUL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 4. CONTRACTOR SHALL PROTECT AND PRESERVE AUL IMPROVEMENTS ALONG THE PERIMETER 7. CONSTRUCT SURFACE WATER CONTROLS SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. OF THE WORK AREA. ANY DAMAGED IMPROVEMENTS SHALL BE REPAIRED/REPLACED AT CONTRACTOR'S EXPENSE. 8. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 5. ALL SILT PROTECTION AND EROSION CONTROL MEASURES MUST BE IN PLACE BEFORE SAWCUTTING, CURB AND PAVEMENT REMOVAL, OR REMOVAL OF PLANTERS. 9. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE 6. PROVIDE TREE PROTECTION FENCING ON ALL TREES TO REMAIN, PRIOR TO CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH CITY OF flENTON CONSTRUCTION. COORDINATE EXISITNG TREE LOCATIONS WITH LANDSCAPE PLANTING EROSION AND SEDIMENT CONTROL STANDARDS. PLAN. 10. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS 7. DURING THE GEOTECHNICAL REVIEW, ADDITIONAL UNDERGROUND PAVEMENT WAS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVAL(NT. DISCOVERED. ANY PAVEMENT ENCOUNTERED DURING FOOTING OR FOUNDATION INLET PROTECTION LIMITS OF CLEARING PAVEMENT REMOVAL LIMITS CONSTRUCTION FENCE SILT FENCE SURFACE FLOW ARROW 11. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. CONSTRUCTION SHALL BE REMOVED. PIPE REMOVAL D • • • • • -------------------------- Scale: l\rfsion 1'=20' ~ -------------12 0 0 Disk Fii\l:JV _ 13245-E.D'wG Model: .,, IRi~'(Cff;;nn111,-,,-~ Address: !c,:; ~ 405 RAINIER AVENUE SOUTH N RENTON, WA 98057 "' ------------~ C DEMOLITION AND T.E.S.C. PLAN FRED MEYER FUELING FACILITY Drawing No.: ·c: " " C '6, C " / ~ N "' .,: 12. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. CURB REMOVAL :::::::::::::::::::::::::::::::::::::: C 2 f 8 0 0 0 "' 13. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES SAWCUT LINE --------------------------0 I ._ ___________________________________________ R.EM_o_v_ED-IF-AP·P-RO_P_R_IA-JE-·--------------------------------------------------------------------------------------------------~ lE - F bi ==~Esq 1"=20' 0 10 20~---~40 \ @ASPHALT \ ....--- \ \ \ \ 7 \ \.- t, • 4. , . • <I •. ;:; .. /.f<l : . ,. . • ,d • .. . .. . ·, SITE IMPROVEMENT PLAN FUTURE RAINIER AVE. IMPRG)IEMENTS (BY 1HE') \L..___....-,EXIST(NG CURf\ LIN Yl",S,"10, ~·\\\ ..-\\ \ ... \' -\ ... '\. \ \ •, \ ', \ '• \ \ \ \ \ \ \ \ \ \ \ \ \ LEGEND PROPOSED ASPHALT PAVEMENT EXISTING CONCRETE PAVEMENT PROPOSED CONCRETE PAVEMENT SAWCUT EXISTING CONCRETE CURB NEW CONCRETE CURB NEW CONG. SWALE ------· CONSTRUCTION CALL OUTS . ." I 0 160'x43' PUMP ISLAND CANOPY WITH 9 MPD's AND ISLANDS. SEE CANOPY AND ARCHITECTURAL PLANS FOR CANOPY DETAILS. SEE TANK AND ELECTRICAL PLANS FOR PIPING AND LIGHTING EXTENSIONS. /";;\ REINFORCED CONCRETE DRIVE SLAB BENEATH PUMP ISLAND CANOPY. ~ SEE SHEET A2 FOR CONTROL JOINTS AND SPECIFICATIONS. r;\ (1) 10,000/8,000 GALLON DUAL COMPARTMENT AND (1) 20,000 GALLON ~ UNDERGROUND GASOLINE STORAGE TANKS PER TANK PLANS. 0 REINFORCED CONCRETE SLAB ABOVE UNDERGROUND GASOLINE STORAGE TANKS. SEE TANK PLANS FOR DETAILS. /7\ PREFABRICATED KIOSK ENCLOSURE WITH RESTROOM. SEE ARCHITECTURAL PLAN A1 FOR KIOSK ~ FOUNDATION AND EQUIPMENT DETAILS. © INSTALL 6" CONCRETE BARRIER CURB PER DETAIL 9/C7. 0 ASPHALT PAVEMENT SECTION PER DETAIL 5/C7. © NEW LANDSCAPE PLANTER. CONTRACTOR SHALL PROVIDE TOPSOIL TO TOP OF NEW CURB. SEE LANDSCAPE AND IRRIGATION PLANS FOR PLANTING AND IRRIGATION DETAILS. In\ INSTALL (1) SELF SERVE AIR/WATER/PHONE UNIT MOUNTED ON 4'-0" x 6'-0" x 6" CONCRETE \::...I MOUNTING PAD. RUN (1) 3/4" CONDUIT TO KIOSK FOR POWER. SEE DETAIL, SHEET A3. ® STORAGE TANK VENT STACK PER TANK DRAWINGS. REFER TO DETAIL 6/C7 FOR VENT SLAB AND BOLLARD DETAIL. @coNCRETE GUTTER SWALE PER DETAIL 10/C7. @ BOLLARD PER DETAIL 4, SHEET A3. @ PROVIDE (2) 3/4" CAPPED CONDUITS FROM KIOSK TO VENT RISER SUPPORT STRUCTURE (FOR FUTURE USE) ·. • @ TYPE 2A SIDEWALK RAMP PER CITY OF RENTON STD DETAIL F011 ® CONCRETE SIDEWALK PER CITY OF RENTON DETAIL F005 ® CONCRETE CURB AND GUTTER PER CITY OF RENTON DETAIL F001 ® TYPE 3 CEMENT CONCRETE DRIVEWAY ENTRANCE PER CITY OF RENTON DETAIL F004 ;:;-;,,. INSTALL 3" CONDUIT WITH 4#250 KCMIL THHN/THWN CU AND 1 #2 GROUND TO KIOSK FOR POWER ~ SERVICE. . ® INSTALL 3#1/0 THHN/THWN CU AND 1#6 GROUND FOR PRIMARY POWER SERVICE. PROVIDE 3" SCH. 40 GREY CONDUIT FOR UNDERGROUND AND 3" RIGID GALVANIZED CONDUIT FOR ABOVE GRADE ROUTING. POWER SERVICE SHALL BE PER PSE DESIGN. ® FILTERRA WATER QUALITY UNIT. SEE SHEET C5. @ GENERATOR AND ENCLOSURE PER ARCHITECTURAL DETAILS. @ SAWCUT PAVEMENT IN SMOOTH, CONTINUOUS LINE FOR NEW WORK. COORDINATE LIMITS WITH DEMOLITION AND IRRIGATION PLANS. r,:;;:,,. INSTALL SPILL RESPONSE INFORMATIONAL SIGN ON FRONT OF EACH DISPENSER (18 TOTAL). '{:::I COORDINATE SIGN INFORMATION WITH DAN HERMANN (FRED MEYER) AT 503-797-3512. ;;;:;\THERMOPLASTIC/PAINTED CROSSWALK PER CITY OF RENTON STD DETAIL H012 MATCH EXISTING \cY CROSSWALK MATERIAL. f;;2' NEW 75 KVA, 480A PRI, 208Y/120V SEC PAD MOUNDED POWER TRANSFORMER. CONTRACTOR '{:::I RESPONSIBLE FOR ALL EXCAVATION, TRENCHING, CONCRETE PAD, GROUNDING GRID, GROUNDING ROD, ALL TERMINATIONS FOR NEW TRANSFORMER, CONDUITS, BACKFILLING, AND RESTORATION OF GRADE FOR CONDUITS, VAULT, AND PAD. CONTRACTOR SHALL PROVIDE AND INSTALL VAULT, PAD, AND BOLLARDS PER UTILITY PURVEYOR DESIGN. REFER TO BOLLARD DETAIL 4, SHEET A3. @ INSTALL CONDUIT FROM GENERATOR TO KIOSK FOR BACK-UP POWER. @ NEW GAS SERVICE. DEMAND=862 CUBIC FEET/HOUR. PROJECT SIGNAGE SCHEDULE NOTE: ALL SIGNS UNDER SEPARATE PERMIT. 0 NEW LOGO AND "FRED MEYER" TEXT. SEE SHEET AZ.O FOR DETAILS. © NEW ILLUMINATED LOGO SYMBOL. SEE SHEET AZ.O FOR DETAILS. © NEW KIOSK LOGO SIGN. SEE SHEET A2.0 FOR DETAILS. ® NEW PRICE SIGN. SEE SHEET A2.0 FOR DETAILS. City of Renton Pl~r1r1r·ng 0' · · · ,,:;, 1v1s1on NOV -1 1011 a: ~ w 0 z ~ w a: ! I a: ~ w 0 ...J w :) LL U) z 0 U) > w er::: CML ENGINEERING, I.AND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES 1J X a -~ D '-' t--+--t-----t--+---+---11 CJ) 0 z N ..... _.__..__.._ ...... _ ...... _ _.__ ... ~ Project #: 13245 Store #00459 a-------------11 N Designed By: CMT o 1-------------1 N Drown By: RDC ';:::- 1-------------1"' Checked By: J H 3- a-------------11: Date: 9.7.2012 E a-Sc-a-le-, --------1-'=_2_0_' -11 ~ 1-------------12 D Disk File: 13245-A.dwg 0 Model: "" ,. " <l' 1-:-,..,....-----------1 I Address: ~ 405 RAINIER AVENUE SOUTH N RENTON, WA 9805 7 "' 1-------------1..;;; SITE IMPROVEMENT PLAN FRED MEYER FUELING FACILITY C 'C: " " C '6; C " fu " N "' --------------1.,,-"' Drawing No.: C3 of 8 0 0 0 "' -/ 0.: ru L.---------------------------------------------------------------------------------------------------------------------------------------_ ... __________ _.Ll': ',, ' -', \ ' ' ' ' ' ' ' ' ' ' ' \ \ ' \ \ \ LINE OF\CANOPY ABOVE \ ' \ ~ .9, \ ... ..,,,-----·· --'' ·- L \ \ \ \ \ \ \ \ \ \ 0 ·,1 \ ----==='~-o>, "' / "' \ / / \ \ \ \ \ \ \ \ \ . · . .1 0 .70 \ \ \ \ \ \ \ ' \ \ ' a. <J <l . 4 . <l ' ' \ . ,, CANOPY AND 4 <l <J 4- <l 4· ~ <J . 9. 6 'Ll CONCRETE GUlTER SWALE ·,, ~===c=-CONSTRUCTION DETAILS . " CONCRETE GUlTER SWAl;,E - " . <J 9. •<I"""-". 1 " : 1"=10' l . _.._...- I <J : "' .d <J <] •• 29.57 <l )jPI ·· _ <J . ~ 4- <J d <J 28.94 TPl " -· a ~ . '<J·Ll <J <J 4 <l <J <J r . . . ) . L'.l . <J ,./ .. <J . t <J /:--" <J d <J . <l . . L\ <J . <J I j "<1-I _d <J <l I <J " .<l di t <l I • -- ~--<J1J <J I : . - 4 t . <l. 4 4 <J <l . <J <J <1 I 4- J I d <l <J . <J 4 J : <J J -<J -I • -_ " .. ·j<J . <J" 28.74 " TPI . I : d J .d . :a---. ---··· : --->----~-= <J ' ' I 8. 3 <J ' \ \ \ CONCRETE SLAB LINE OF CANOPY ABOVE CONCRETE ';;-I CURB ") __ ,....::::S.::L:::OP:::::f::...,__~.L,_l ' ::::::::::~ ~r \ \ 4" THICK CEMENT --- CONCRETE. SET TOP ELEVATION TO MATCH TOP OF ADJACENT CURB -~- : , CONCRETE POST FOOTING, L ___ .J SEE TANK PLANS Profile View 6' · .. ,, -. ; .,;'.l·. ·1 " . . "' . " . ·_4 -. '. .. ,c.=..--+--l---1-+-'--'--+<~"'--°" . . ' . ' . . a. •-. "··· '-.. ,, • • ' 4 •• <i . " . ---------"-""-'· '"'----"---"'-----~-'---"----~'------'- __;7-----------.. ---------------------------------------------- CONCRETE cuRB Plan View ASPHALT /PAVEMENT ® VENT RISER PAD DETAIL NOT TO SCALE \ \ \ \ ' ' 1/2" RADIUS AT EDGE OF SLAB (TYP.) TACK __ ~ COAT 1 O" THICKENED EDGE (TYP.) 36" EDGE TAPER . ' ·· ... : .. ; ... SEE THIS SHEET FOR PAVEMENT SE TION DETAILS TYPICAL JOINT SECTION AT ® CONCRETE AND ASPHALT PAVEMENT 3..._.._ _____ _ NOT TO SCALE CONSTRUCTION JOINTS MUST BE APPROVED BY OWNER'S ENGINEER. PLACE WHEN CONTINUOUS POUR OPERATIONS ARE SUSPENDED FOR MORE THAN 30 MINUTES. 3/4' I I 12' I --=---I TANK BURY CALCULATIONS FURTHEST DESCRIPTION ISLAND (PRODUCT) 1. ELEVATION AT TOP OF ISLAND (PER PLAN) 29.87 2. PIPING FALL = [(L) x 1/8" PER FT.)] 12 = [(L) x 0.0104] WHERE L (VAP.) = 220' (PER PLAN) 2.29 FT. 3. PUMP ISLAND (6 IN.) CONC. DRIVE SLAB (6 IN.) PIPE COVER (12 IN.) PIPE DIAMETER (3 IN.) TANK CONNECTIONS (9 IN.) TOTAL 36 IN., OR J.QQ.'. 3.00 FT. 4. GRADE DIFFERENTIAL (#2 + #3) = #4 5.29 FT . 5. TOP OF TANKS AT LOWEST POINTS (#1 -#4) = #5 25.87 6. TOP OF SLAB ELEV. ABOVE TANKS @ 28.57 LOWEST ELEVATION (PER PLANS) 7. DEPTH OF BURY (#6 -#5) = #7 2.70' NOTE: MINIMUM BURY DEPTH = 4.0' SINCE (#7) < 4.0', SET TOP OF TANKS @ #6 (28.57) -4.00' =.21.fil CONCRETE PAVING t-1'-0" LONG SWEEP WYE ® CLEAN-OUT DETAIL NOT TO SCALE 1''R i I I 29" GRATE SHALL BE HEEL PROOF 'q, I N I eW,lii l2ol'l 'If'. }!E:AVY DUTY TRAF'fi'IC GRATE 8 (Jl'l'QRTS AAS!l'l'Q -/ Jl20 LOADS I I -'~--'4=======~ GHATING C, " -- PLAN VIEW 2G" S_QCARE ..... / ,.>·_1 - -\ \ \ \ \ \ / () lJ'.l'l.b:'l' I / ! \o ::i z ~d .,. f 2' i ':'.:'l ::;,.) \ 24" SQ_UA)(E --' SIDE VIGW \ \ \ \ SED W/ I'v!ENT TRAF'_ HLNGEJJ LID NOTES: BOX F'ABRJCAl'ED FROM 10 GA :'i!A'TtR[AL 1 _I .:Jc . _ L2i_x2zx:e ,-~-( FRAME \ I \ /· \ . / // ' (:-// -,:":~ r -~~ d' .-,'-.... , /"'.__ ') . // "-. . . ~/ -~ / IS02vlETRIC SD:CTIO N s-1\TE 1\PP;c;:QVED -/\S:oH;\LT DIPPED G~ 24'' SQlJARE -4'' ¢ OR 6"¢ OUTLET ~ STORM WATER CATCH BASIN DWG # Gib St.-' D -· f---P=Ro=cJ~. ~MAN~.-0-00-,G-P-: --,--DWN-.-PA_U_L -G_,--=scccALEc=-_=---No--N--£----j S.1 110n-w.. _,,., ... n.tt DATE · JAN 2J ·· 0$. · · __ Mot1.EL:· GC£i1_o-JOHEJ-.. ,f&rf SJNCJM97.e : __ · --·~·---_ ~47 Vfq~him;i.toli -~t EJ,Jgt:r1e, Or. 9(4-01 .ph:(54-1)' 567 -6572 fa1:·;H4--_02p-7 MANHOLE, FOR TRAFFIC AREAS ONLY A.C. PAVING NOTES A. CLEAN OUT LOCATIONS INDICATED ON GRADING & UTILITY PLANS AS ·co" B. PROVIDE CLEANOUTS AS SPECIFIED BELOW: -ZURN Z-1400 CLEAN OUTS: IN PAVED, NON-TRAFFIC AREAS & SIDEWALKS a: ~ ~ z ~ w a: 0). ;fl I a: ~ w 0 _J w ::> u. a: ~ ~ 0 w a: u. Cf) z 0 Cf) > w 0::: CML ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES -ZURN Z-1400 "HD" CLEAN OUTS: IN PAVED TRAFFIC AREAS, WITH A "SERVICE STATION" TYPE MANHOLE, OPW #126A-9 -DOVER CORP./OPW DIV. -ZURN Z-1449 CLEAN OUTS: IN LANDSCAPED AREAS EXPANSION JOINT WHERE EDGE ABUTS PUMP ISLAND OR TANK SLAB (TYP) 6" WIDE STEEL flROWEL FINISH 3· I 0 u (/) :,; f----t--t---+--t---+----1 <( 0 z 0 ".1 1---'-'---"--'--.....__....._-t N Project #: 13245 Store #00459 o 1------------N Designed By: CMT ~ J--=---'----------1,0""' Drawn By: RDC ~ 18" \ 18" 2" ASPHALT OR CONCRETE PAVEMENT (TYP.) ;,; Checked By: JH E 1------------'II-= 0 ~ ' . ,.., 0 Date: 9.7.2012 ';;- 1------------'1 "'i, C . Scale: . 1ty .,., I".> • P/ ·D,sR, [Jleiton 1'=50' 13245-Dl-3,ciw 0 O> 3' 'O I I I I 0~~~~AL:OINT /2" R FINISHED GRADE IL an1 '"' ,1 . "'o e 111sion "' I I I I I I CONCRETE GUlTER SWALE 4" (MIN.) COMPACTED DEPTH -----I WSDOT HOT MIX ASPHALT 1/2-INCH CLASS 8" (MIN.) COMPACTED DEPTH -----i CRUSHED ROCK BASE (CRB) ~Q...::'"-----'"W.l..-""'--'"""-'--"'""'--'-'"--"""-"--"-'"I . = =. = = = = = = 12" MIN STRUCTURAL FILL----~----------------, = = ' . . ,, . . ~. I 1 3/4" ' . CONCRETE GUlTER W/6"x6"x1 O" W.W.M. NOTE: SEE SHEET A 1 FOR MATCHING OF CONTROL JOINTS 0 I ~ 405 RAINIER AVENUE SOUTH N RENTON, WA 98057 ~ tiii'iif ~TT---------t ~ C ·c: FRED MEYER FUELING FAOLITY "' "' C '6, C "' ;;:;- " N n CD:~~~=:.LAB GRADING 6" MIN. AGGREGATE BASE SUBGRADE. PREPARATION OF SUBGRADE SHALL BE PER PROCEDURES OUTLINED IN SOILS REPORT. l-,,---,---,,,....----------1::::--EXPANSION JOINT AT 20' INTERVALS Drawing No.: "' 0 ® ~~l~~EL PAVEMENT SECTION ® :T~~:A~T CONCRETE BARRIER CURB @) =~~~~ETE SWALE DETAIL C7 Qf 8 ~ L-----------------------------------------------------------------------------------G: > .. I 0 " ' ~ CONSTRUCTION DETAILS NOTES PIPE ALLOWANCES 1. As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or wire mesh having a minimum area of 0.12 square inches per foot shall tie used with the minimum required retlar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the knockouts. PIPE MATERIAL REINFORCED OR PLAIN CONCRETE FRAME AND VANED GRATE All METAL PIPE CPSSP* (STD. SPEC. 9-05.20) SOLID WALL PVC (STD. SPEC. 9-05.12(1)) PROFILE WALL PVC {STD. SPEC. 9-05.12(2)) MAXIMUM INSIDE DIAMETER 12" 15" 12" 15" 10" 2. The knockout diameter shall not be greater than 20". Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. Alter the plpa is installed, fill the gap with joint mortar In accordance with Standard Specification 9-04 .3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5'. * CORRUGATED POLYETIWLENE STORM SEWER PIPE 4. The frame and grate may be installed with the flange up or down. The frame may be cast into the adjustment section. RECTANGULAR ADJUSTMENT SECTION PRECAST BASE SECTION / CATCH BASIN FRAME AND VANED GRATE /.,.... ORMANHOLERJNGANDCOVER ./ HANDHOLD / RECTANGULAR .ADJUSTMENT SECTION OR CIRCULAR ADJUSTMENT SECTION . " . ' ) . .. ... ,.,_. . . ,,' ·' ·.; ;",,· ·. /. : -;;-.._,_ -... ~.: ·. FLAT SLAB TOP .. ·'·. t: = ··,;, ·~~ ·, · -,__ __ 46="~-""~-~·-•=•~·--=12~"·~••~--~o•~"'~" _ __,, .. 0 , ,• ~ " -· SEPARATE BASE CAST-IN-PLACE! SEPARATE BASE PRl!CAST -MORTAR (TYF.) // STEPSOR · ~\ LADDER {\.·--=~~I ) ~= \< g '~ --'---/ I I f--"----.----c--c-'"7: ,:,..:.., INTEGRAL BASE Pl'll!!CABT WIT11 ffl&ER 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1 :24 or steeper. 6. The opening shall be measured at the top of the precast base section. 7. All pickup holes shall be grouted full after the basin has been placed. CATCH BASIN TYPE 1 STANDARD PLAN B-5.20-00 SHEET 1 OF 1 SHEET ~-~A~F'PR=07V"ED FOR PUBLI_CA_r-,o-N--~ Harold J. Peterfeso 06-01-06 SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION --- CATCH BASIN DIAMETER 48" 54" 60" 72" 84" 96" CATCH BASIN DIAMETER 48" o4" 60" 72" 54" 96" NOTES 1. No steps are required when height is 4' or less. 2. The bottom of the prec;ast catch basin may be sloped to faclitate cleaning. 3. The rectangular frame ~nd grate ma)I be lnstalled with the flange up or down. The frame may be cast Into the adjustment section. 4. Knockouts $hall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5 .. minimum gap between the knockout wall and the outside or the pipe. Attar the pipe is Installed, flll the gap with Joint mortar In accordance witt, Standard Speclflcatlon 9-04.3. -···---·-----·- CATCH BASIN DIMENSIONS -. -~-···--·------·----·~ MINIMUM BASE REINFORCING STEEL MAXIMUM WALL BASE KNOCKOUT DISTANCE in2 /ft. IN EACH DIRECTION THICKNESS THICKNESS SIZE BElWEEN KNOCKOUTS SEPARATE BASE INTEGRAL BASE 4" e· 36" 8" 0.23 0.15 4.5" 8" 42" 8" 0.19 0.19 ----- 5" B" 48" 8" 0.25 0.25 ------~--- 6" B" 60" 12" 0.35 0.24 --- B" 12" 72 11 12" 0.39 0.29 B" 12" 84" 12" 0.39 . 0.29 PIPE ALLOWANCES PIPE MATERIAL \MTH MAXIMUM INSIDE DIAMETER All SOLID PROFILE CONCRETE METAL CPSSP WALL WALL (i) PVC@ PVC@ 24" 30"' 24" 27" 30" - 30" 36" 30" 27" 36" 36" 42" 36" 35' 42" ~- 42'' 54" 42" 35' 48" -----· 54" 60" 54" 36" 48" --- 60" 72" 6011 36" 48" (!; Corrugated Polyethylene Storm Sewer Pipe (Sid. Spec. 9-05.20) @ (Sid. Spec. 9--05.12(1)) CATCH BASIN TYPE 2 STANDARD PLAN B-10,20-00 SHEET 1 OF 1 SHEET @; (Sid. Spec. 9--05.12(2)) APPROVED FOR PUE!LICATION Harold J. Paterfeso Ofl-01-06 ~-~n=,~=-~.,=.,=.,=,.=.,---~~ & w1:1,hl11W14n ~ O.ptlf1m1t11t ol Tnlmlporldian a: ~ w () z ~ z w a: ~ a: ~ w () ..J w ::) LL a: ~ ::;!; 0 w fE CML ENGINEERING, lJ\ND PlJ\NNING, SURVEYING, ENVIRONMENTAL SERVCES OIL/WATER SEPARATOR CHAMBER---- OIL RETAINER BAFFLE----~ PLATE ACCESS DOOR --- ~-------DIAMOND PLATED INSPECTION COVERS ~------FLOW DIFFUSER ~------GRIT/SLUDGE RETAINER WEIR INSPECTION TEE --~ 6" OUTLET <]= INVERT ELEV PER PLAN- 1'-11" 12" SECTION A-A INVERT ELEV PER PLAN-'b lYPICAL I <O ,. 1'-4" 3/16" GALV STEEL PLATE BAFFLES AND WEIR OIL/WATER SEPARATOR 6" INLET _,.,---RIM ELEV PER PLAN - lYPICAL H--a!..L------1--t"'J---OPTIONAL RISERS AS REQUIRED ' -, " . ; • • •• • • 4 ;,'. 4' SECTION B-B (J) z 0 (J) > w 0:::: NOT TO SCALE (UTIL11Y VAULT COMPANY MODEL 660SA) MATERIALS OF CONSTRUCTION FABRIC: NEEDLE PUNCHED NON-WOVEN GEOTEXTILE MATERIAL. FABRIC IS IS RESISTANT TO ULTRAVIOLET AND BIOLOGICAL DEGREDATION AND A BROAD RANGE OF CHEMICALS. APPARENT OPENING SIZE (AOS): 80 US STANDARD SIEVE (D.180 MM) GRAB TENSILE STRENGTH: 200 LBS PUNCTURE STRENGTH: MULLEN BURST: TRAPEZIODAL TEAR: WATER FLOW RATE: PREMEABILllY: DIMENSIONS= SKIRT: SOCK FILTER/SEPARATOR: 130 LBS 400 PSI 85 LBS 110 GPM/FT2 0.38 CM/SECOND 24ux36" 10" D x 24" L DISPOSAL REQUIREMENTS: CONSULT FEDERAL, STATE, AND LOCAL REGULATIONS FOR DISPOSAL OF INSERTS "' .... -+---+---l--t---+----11 « INSERT SHALL BE DIRTRAP ULTRA DRAINGAURD 0 z 0 "."! OR APPROVED EQUAL. .... _ .... _. _______ ..__.._ _ _.__ .... ~ Project #: 13245 Store #00459 o .-------------C-.. -T--11s. Designed By: m - .----------------11 !'.:. Drown By: RDC o Checked By: JH E 1-D-ct_e_: ---------9-.7-.2-0_1_2---I ? 0 Scale: l "=SO' 0 Disk File: 13245-Dl-3,ciw ? 1-M~~----~=~=---"'="----1 " en,, <' "' . . cdel: n Cl JI o, ner :on i F lanning D/v/1 c>n 9 l'-!'A-,dd"'",-es_s_: -----------,1 ~ 405 RAINIER AVENUE SOUTH " RENTON, WA 9805 7 "' / 1---------------11 0, NOV "" 1 lUI) /Rf~ CC;~ ow ff:: 'Bl SEDIMENT COLLECTION . --ONSTRUCTION DETAILS C -~ " C "6, C CATCH BASIN INSERT FRED MEYER / <{) .,,. NOT TO SCALE FUELING FACILITY N n ..,_D-rc-w-in_g_N-o.-,----------11 ~ 0 0 0 n -/ [L ca of a " ._ ________________________________________________________________________________________________________________________________________ ... __________ __.Ll': 1"=20' a ~ 1 a 20=-----------;40 I I I EXISTING CURB \ TO BE REMOVED \ /~ \ / "'% -;, "' \ ARCHITECTURAL SITE PLAN \ \ ' \ \ \ \) PUBLIC UTIUTIES____,.,.-- EASEMENT PER REC. 20110811001003 (EXCEPTION #17) "'\ (',>" I \ .,./'"\'. C~·~t\ \ ~ ·;;; /)1 ')/ . AIR/WATER 1 .,,./ UNIT EXISTING BUILDING TL# 182305-9189 (NOT A PART) / \ \ \ \ \ \ \ ,., -"",~,.,,.... - \ \ \ \ \ \ AIRPORT y RENTON AVE S S 2ND ST S 3RD ST SW SUNSET BLVD SW 7TH ST i==S..:405 VICINITY MAP ~~ N.T.S. PROJECT DATA 3 4 5 6 7 8 ;<",9· 10 11 LOCATION: 405 RAINIER AVENUE SOUTH RENTON, WASHINGTON 98057 APN: 000720-0209-08 Table of Recorded Covenants, Conditions, Restrictions and/ or Easements 3664599 3664560 50S1341 5259593 5820505 921010320 "', ""Stl .. 014032i'.'.'·· ' 9211241168 9410201209 ~JJ?.d!;!q Documents May Impact the Proposed Development of a Fred Meyer Fuel Center #459 / Renton Center 411 S. Rainier Ave. Renton, WA 98057 · Parcel No. 000720-0209·08 10/18/1945 United States. of America 07/16/1946 Cit of Seattle 06/24/1959 State of Washington 02/02/1960 City of RentoO 10/20/1964 Puget Sound ;ower & Light Company ' 10/1471992 Renton Shop)':ng Center Associates ( 10/14/1992. '.' ,titiOf 11/24/1992 Puget Sound power and light Company ' 10/20/1994 Puget Sound Power and light Company ·.,E~s~ri~rit,-: PoW~r'!ine·. ·s~id f~'SemE!p.r wa~ ·~o nveye~ tO · ~he '.cit;of~-- . ·, ._S~ttje-by lnstr1,1m_ent rec_or'<:le;<l uf'10.er RfScp_rd_l,ng No,. ~?6"4Vi9. T~e .l:1.orthe<:1sfo_r)y 6Q feet of ~a\d fHl_sernent was reU.nquis_hei;i by. th~ City of • :seattl~ in.King Co1..1ntv."S!.!perror c_mm 'c;iuse Nos. 715~$5 qnd 7.05924. Deed/ Easement-Electric power transmission line Easement-Double circuit transm)ssion lfne Deed-reserving ;,I! oil, gases, coal, ores, minerals, foss!ls etc,, and the right of entr for opening, developing and working the same. Easement-Sewer Eas~rnent-Underground electric system Easement-An underground electric tnmsmis.sion and/or distribution system Easement-An u11d~rground electric transmisslon and/or distribution system ~~}e,o\:;i-iJ: '."" An e9Se me?tJpr_ .P.~blif yt\Ht\r~.',.(f[l.C/t)d}ll.~. ~.a~~j/~y~sti.". .' . wat,;;r arid s4rface,water) Wi1;h n'c!c~~ary.appurtenani:es. 13 9510090750 09/25/1995 City of Rentoh l4=· .. :c\:.Q.708110'/01. . : ·.os102/1997 · 'cltY ·Of R~n:t6n' . Easement-Public utilities EasE'r:nerlt-S.inltarv sewer:·.<, · ~ _: 16 9904062560 04/06/1999 Roundup Co. City·pt 1:ter1to·n>~U&~1.s,~u~~ :~nergy;:1.n~:, qw.es! . C9mmy.nlc'<1ti.9ri~ .C:orP·o r1:itJ.q.n, afid .~\Jro'cijst of W~shh:1gto1i,. Lilt:·,- Covenants, condltior1s, restrictions and/or easements -Document(s) declaring modifications thereof recorded November 27, 2002 as 20021127003834 of Official Records. ~asement-· Utilities· A"shown Not mappable Not mappable Not mappable Not mappable Not mappable Not rn.ippable A;.·shoWn . Not mappable Not mappable As st11,iwr'1 Not 1nappable As .. shciwn As ~hown Not mappable As show_[] (f) z 0 (f) > w 0::::: '6 ~ ,t, .... ~ ~- (/( {:,<I;- ,., Ne ENGi~~ 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES _, w 8 , 0 ~ 0 0 Vi ~ >--+---+--+----,>---1---il r-- "' 0 z N ~ .__..,__. __ .__..._ _ _.__...,__ .... ~ Project #: 13245 Store #00459 '. 1---------------1, Designed By: DB dJ·" rown ~ E ------------------11~ Checked By: " 0-----------------1115 Dote: 10.17.2012 o Scale: 1 "=20' ~ -----------------11"' Disk File: 13245 os 11.dwg a-c-M~o~d.-1-, ----------~-11 ~ u, .,. N t-,-,-,.-------------tn Address: _., 405 RAINIER AVENUE SOUTH 'w RENTON, WA 98057 :)§ 1---------------1 0. <j/ty Of A ,nt ARCHITECTURAL fanning D 'is,· on SITE PLAN On t' 2 :a :c X " / Nov -1 zo1. FRED MEYER FUELING FACILITY u, v N n l9]~/R,fi'2 .... 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