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Home My WebLink AboutLarge Format's z • CD > « CD .- "E CO I I I r-~~~--I r------l-- , ---I I I L_~L~_~ NW 3rd PI. ~-~ ~---I , \ ~ CO • Neighborhood Detail Map 1" = 1 00'-0" I ! i i Renton Municipal Airport ~ • ffi 20' 50' 100' AUG 0 3 2015 (:;("Y ~. ~,: ,_::'c'-:::;~,J PI /'!',:', :.,~ i):'/".!G;'~ _I o c B A W. PERIMETER RD. . 183'·5" ,~--Mechanical equipment with 7': 6"chain link fence Flexible boliards, see civIT--·· r'---'---'----'---'--Concrete loading dock structure 1----Concrete loading ramp structure Dumpster area, 80 sf -r::::;;;;:::::::r---====~~~~~:____::::==~~~ ~----r-t=~~g~~~""""''''''.''''--'' .;;"."." . __ L, ". __ .•.... " :c.f ---'. ~. ." _ -"'~ _ W~'". ' , ~ • "'. ~" r·'-',·:.:,· ~C'-.,'~"-.~.-'" .. --4~ ".j~ -,;--LJ'-',~_~-'~ %;: '~-~ ,;,-''':, '0.': ft . ~" -.,.,..:.' .. / '-, I \ \ / "-./ o improvements setback, future multi-use trail /" !: -',' i Existing trees to remain Protect in place New trees, see landscape plan (f\~ite Plan \:X~ l' = 20'·0" 1 , . -. I I I- I ........ LIMIT OF WORK " '; > ," _ _ _.1", _;. ":. "'-" RAINIER AVE. 'I ...... \' 2 ADA accessible spaces' handicap parking sign -..' ~ .' ' " o '-0" \. , 0" 1.9 A . \ . 10" \ 9'· "l'-xlil s {O",,' 9'.0" .~'O .~-\~?',' _.' ---~ . -C~0\\~;' t~~~~~t;:, ±~~,;.:~jl_~._~.~~_~ __ 2_~___ Planti ng area· refer to Landscape ~!j.;.::::t;~~::. Concrete pavement -refer to Landscape "/ ,_ I ' . • 1 . . 1'-' • -I 14'-0" , '; - -' -----,--"--' r ('. - - .,~- 1 3 -----------------.• /" , ," ~. __ m '" '" -. " -,. ',,- .. -'- Existing asphalt parking to remain \ Refer to Civil for area of demo ,/ ,/ 41 Spaces Remove existing pavement and restore landscape these areas, see / civil and landscape' Right turn only sign -... :<; , \ , , \ \" / , , \ 62'·3" Existing curb cut Rainier Ave,' improvements setback, future . multi-use trail " ;' -'- .. -, " '" .,. • ... ' . -. -. _."'-" P'~ \11£',0 \ ) / -----~ , / -0'-.,- '. ,- 10' 20' 50' -. 1_.1------ ----.~---. ~------- AUG 0 3 2015 4 SRG PARTNERSHIP, INC 110 UNION, SUITE 300 5EATTLE, VVA 98101 206973 1700 SRGPARTN ER5H IP.COM Q) o m Q. tn o ~ ~ Q) ...., t: Q) Q) cJ: o s:::: z 0 0 I- t: o ...., t: Q) a: .- .- ......z s:::: W 0:: Q)w 1:1:> <t ..... 0:: OW Z ~C( ...... 0:: .-0 (J~ REGISTERED ARCHITECT DUNCAN ARROL THIEME STATE OF WASHINGTON 100% DESIGN Drawing Title SITE PLAN Dmwing s{;a!os indicated Dpply to 30" x 42" df(:twin~J sheets, Scale may nQ! be acourate ir dn;w ng plots nrc; leS3 than this S1Z0. Revisions Number Description Drawn by Author Checked by Checker Date 07/20/2015 Project No 212033 Consultant Project No Owner Projec1 No Drawing No Date A100 o c B A r I I I --- I LEGEND PROPERTY LINE ------LIMIT OF WORK 1 ---- ..-"-------------.-----, /-- ________ .----._ . ______ --crr~ --~----- _.--------------- -----------_ .. ----- ---.-" ----~ / ... _-------.---'-~. J' -•• _.M _____ . ____ _ ---------- -'---- -~.-.-~~--. \ / \ EXISTING PARKING LOT RAINIER AVE S MATERIALS SCHEDULE '<i>' i'l ~ oj . J.\ '1 l-,I r I 'I ,:_~ i CIP CONC. PAVING, NATURAL GRAY BROOM FINISH, SAWCUT JOINTS REF. 1/L320 CIP CONC. PAVING, DAVIS COLOR, LT. SANDBLAST, SAWCUT JOINTS REF. 1/L320 PLANTING AREA, REF. L510/L511 LANDSCAPE RESTORATION AREA HYDROSEED TO LIMITS OF CONSTRUCTION 2 NOTES: 1. REF. CIVIL FOR CURBS, PARKING AREA PAVEMENT, GRADING, AND DRAINAGE. '-.--'--':~:',:-"': - ---.-~.- ------_ . ---------- _.,.," -" ----.--<' -------- \ .,--PARKING REVISION, REF. CIVIL ---- I ----:. i \ \ f 3 --I + ----~------------------------~ ~ "'" . ~,. -.-" --""_."--------.----.. . '-.", -" - (0 I \ \ \ EB o 5 10 20 4 ----._---~ .•. --"-.. '--. 'I -"" \ '-" ., / / f ' , / '\1,' I , ( .// 1",1, (" \ '. '-'// 40 FT ._----- ", ',ceo ======= \'" / / D AUG 0 3 2015 SRG SRG PARTNERSHI=>, INC 110 UNION, SUITE 300 SEA TTLE, WA 98101 206 973 1700 SRGPARTNERSHP.COM en e I-e I-ns .. I- ~ (.) ns D-en e ~ CC e .. O~ .... ee ~~ D::CJ 100% Design Drawing Title c .s c &! ... o ,e. U - I: o .. I: &! LAYOUT AND MATERIALS PLAN -NORTH Drawing scales indicated apply to 22" x 34" drawing sheets. Scale may not be accurate if drawing plots are les5 than this size. Revisions No. Description Date Drawn by LT/JL Checked by JLlCB Date 20 July 2015 Project No 212033 Consultant Project No 1231.1 Owner Project No Drawing No L110 , , , I Ii j I 8 A I , ------------------------o c -; . ---. ------ ,-...... 0' , , ->-/" --->----~ - I . ! ---------- . -_._-. - i ." ... __ ................ '-," _ .. :_~./~~/~~ .. / '" Ii ----"-- .. - o --- I! " " II " : : :, 'I -- ------'--------.-' ---, :"':.' --------------------"---~- LAYOUT AND MATERIALS PLAN _ NORTH SCALE: 1" -10'-0" LEGEND PROPERTY LINE - - ---LIMIT OF WORK ) \, \,1 r. \ I j /\ \ ' , A/"~)I , 1 MATERIALS SCHEDULE ~ \ , I " r I , ' I , . CIP CONC. PAVING, NATURAL GRAY BROOM FINISH, SAWCUT JOINTS REF. 1/l320 CIP CONC. PAVING, DAVIS COLOR, LT. SANDBLAST, SAWCUT JOINTS REF, 1/L320 PLANTING AREA, REF. L510/L511 L,' . <2> . 'jLANDSCAPE RESTORATION AREA . ,4 . HYDROSEED TO LIMITS OF . CONSTRUCTION 2 ' .. - -, ---- -~"'''-.---------~ ••... -: " i :;:-7\:' ~ i! ' . . ' ,. 1 ;i I {' , / --'-~- I I, --\-. .. I / NOTES: 1. REF. CIVil FOR CURBS, PARKING AREA PAVEMENT, GRADING, AND DRAINAGE. , \ \ o ---.---- ,. 3 , \ , \ \ \ , , , o o o o , I. W PERIMETER RD GUARDRAIL CONCRETE SCORING TW 58.40 BW 56.90 ·CC:. ~, --'---'----~~-.-.-~----.---,---,---,---;-".' '\ , , ! / , i' /, , / EXTENT OF FUTURE RAINIER AVE RAINIER A S 4 -- , f:; I (:~"" RACK, REF. SPEC TYP .. l. • NEW CURB" REF. CIVIL I --- I I, ) AUG 0 11 2015 100% DeSign Drawing Title SRG SRG PARTNERSHIF', INC 110 UNION, SUITE 300 SEA TTlE, WA 98101 206 973 1700 SRGPA~'NmShlP.COM LAYOUT AND MATERIALS PLAN -NORTH DraWing scales indicated apply to 22" x 34" drawing sheets. Scale may not be accurate if drawing plots are less than this SI2:e. Revisions No DeSCription Drawn by LTIJL Checked by JUca Date 20 JUly 2015 Project No 212033 Consultant Project No 1231.1 Owner Project No Drawmg No l111 Date 8 A -, i c ;~-"'"-= -v.'.-~~, ,"')".--.~- o , ' .. I ------. --'------------------------'-.- (D~~JU~~I~ R'G~ y~~() '.. .. \ '.. ". \ \ TREE PROTECT/ON PLAN SCALE: 1" = 20'-0" TREE PROTECTION LEGEND ----PROPERTY LINE -----LIMIT OF WORK ~ TREE PROTECTION ,. ............ FENCING • ~~~--'~\>""f"-Yr t'1-• I; J~\I ~~. : ( oJ, Col \:,: EXISTING TREES TO REMAIN .\ rId. ~--Ljl • """"':I)~,.--,U8" • • .... -< - \ ,-. PROTECT IN PLACE, REF, 8/L520 ............. 11# EXISTING TREES TO BE REMOVED REMOVE TREE. GRIND STUMP TO 12" MIN. BELOW GRADE 1 ---. -- -j I , ,i • , . . -~~.,.-"",-;:-.~"- .-. ----~-' .. ~ \ i. , ------" -''''.-.,--.-~:. 2 3 -------------- ~ _0'" _" __ ------- ,------" --" ~-" -- I j \ \ \ -~.""f \ \ --------,--- \ , \ \ "fr , \ :..;,.,......--\ \ \ \, \ \ \ \ \ --- \ , .:~\~':" .. \ -'-,-- \ --- ----- \ , \ \ \ , \ , \ 4 , ! 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" -.,," -~,-----" ' --,_."' -,- ,,-,-.-"." -"--",,"~-' -,-------'''-' "- ----~-" -,~ ,,-----,,---" ---"--~- " ---... ~--'- --'" ---,." ,-'''-*~"".--- -"~--,,,,-.. - --'.'''~~-",~- ~--"~-~ ~--""-<---~-" -~,,~ --,~- ,,~ .. ~-~ '~\" ,~.~.<-~ _",_ ~_ .. ---~~-~". ~"", . .t-----"",---"- __ c __ ,_·' __ .. -' ~ " .. ~'- -,,...-,,-~~~ -'- I 'if 8 J a 1- o c B A -I ___ ~? 1--' --- i I~_~I___ --- \ \ \ \--- ---\ \ \ . \ \ \ ----\ \ ,---y~·:r-:_."_~_·· \ ,/ ,/ "'-w",j \ \ \ \ \ -- , \ \ ------ ----=-T"':----i- .~ -.. ,- .. --" ." --' ,-,' CD~c':~~;'~~o~"PLAN -SOUTH PLANT SCHEDULE TREES • •• CODE AP 1 BOTANICAL NAME COMMON NAME 2 Acer circinatum 'Pacific Fire' Vine Maple \ \ \ \ \ \ , \ EXISTING PARKING LOT RAINIER AVE S COND B & B MULTI, 3 STEMS: 2" CAL 2 SHRUBS o o HYDROSEED L\ [:, L.\ l::. f::,. \ (\/.\ C-,L\/ 1\ 1\ l\ {\ h CODE CB 65 HT 3 HS 95 \ \ \ , , -~---~--~ -- BOTANICAL NAME ---~- Componulo x 'Birch Hybrid' Hebe topioria Helidotrichon sempervirens HYDROSEED TURF COMMON NAME Birch's Bellflower Hebe Blue Oat Grass PROVIDE AS SHOWN AND AT ANY AREA DISTURBED BY CONSTRUCTION 3 o 5 10 CO NT SPACING 2 gal 18" O.c. 3 gal 54" O.c. 2 gal 2 " 4 O.c. "-~---'-"I -----"-' I 20 4 40 FT AUG 0 3 2015 C.,,·~ ... I'"" ,~ ",--"" OW -~<;·l ..... ' _; ~_ .•• " 1 _. c • -J • PL ~ ,t'\'~>!C D! "'.:·iC:': SRG SRG PARTNERSHP, INC 1'10 UNION, SU.TE 300 SEA TTLE, WA 98101 206 973 '700 SRGPARTNERSH IP.COM en e I-e l-eu .. I- eL» U eu a- U) o .. eL» CC e .. OeL» .... ee eL»eL» D::CJ 100% Design Drawing Title c o .. c & o ~ u -1: o f- CC c o .. c & PLANTING PLAN· SOUTH Drawing scales indicated apply to 22" x 34" drawing sheets. Scale may nal be accurate if drawing plots are less than this size. Revisions No. Description Date Drawn by LT/JL Checked by JLlCB Date 20 July 2015 Project No 212033 Consultant Project No 1231.1 Owner Project No Drawing No L510 \ o c B A SE Roof corner EL. +/-78'-9" -----.... Door operator button -36" AFF Top of slope beyond Cement board face to conceal foam board fill Relief louvers ----..::::::====:hlll Overhead sectional door ----_.l"'!!1 MP-1 Wall sconce, centered in MP-1 panel above door ------ Fire strobe, centered in MP-1 panel Concrete face and cap over pile and lagging retaining wall I' ,; , '. ; r " I I : I I . I I " I I -HP1+.,H'lliic' I I Preformed metal fascia and gutter MP-2 Membrane roof ------,. ffi:'=-"!l Fjf=..==-==-'+-="-=--"=-=+=-=~' . ' 11-----+-----+---1 '. II~ .. ,' .. '. ' ,-',,' , ",' '., _. ,- " , -: " " '." . '. " " ' .. , ;, . '. . Exposed CIP concrete wall EAST ELEVATION 1/8"::; 1'-0" SW Roof corner EL. +/-69'-3" ---, A I . Perimeter Rd. Membrane roof ----, Formed metal fascia panel Preformed metal fascia and utter -----, Downspout MP-2 MP-1 Alum. storefront entry -- @ ~~,~.TH ELEVA +ION 1 . '. .. - . '." .',. .' . Removable steel guardrail this section I I kl' 11"1: I i . ,' ,'-." , -,' -, ! : , " . '., '-:--'-, . • , H_, -, • -'.' " ~, >" • " ' -, . .. '. .. .. .' ~~~ .. ~ .. ~~.~.,.~==~~,~.~~,~.~~~~~~~~~~~ . L : ' , -', .; '.-," . , ft ': ,~ "', .. ,-" . I·······; .. ' ...... ., .. ,.... , ..... -., --~. -' " -.' -, -I ". ., •.•.• '... '. I ' ..... "'.... '.: ' •. \ Exposed concrete foundation 1all "---Projecting vehicle bumper at loading dock area o 2 SE Roof corner EL. +/-78'-9" MP-2 ..__--Alum. curtain wall .,.,-. 4' ,~: •• : .-''",,'~ , :~-_ ;:~ --4 • Projecting horizontal mullion cap _ LEVEL4 L'\ 66' -gil \J Double mullion -see detail LEVEL 3 57' -3" Intake louver Metal wall panel (MP-1) _ LEVEL 2 L'\ 43'-0" ~ Exposed concrete foundation Existing grade to remain LEVEL 1 31' -0" i I Metal wall panel Operable windows Alum. storefront windows 3 Chain Ii area MATERIALS AND COLOR LEGEND: Refer to specifications for actual color reference MP-1 INSULATED METAL PANEL (light silver) MP-2 INSULATED METAL PANEL (gray-green) PREFORMED METAL FASCIA & GUTTER (light silver) LOUVER (light silver) ALUMINUM CURTAIN WALL 1 STOREFRONT (charcoal gray) MEMBRANE ROOF (light gray) CONCRETE (natural) 4 Suspended walkway with metal guardrail NE Roof corner EL. +/-69'-3" , ." , -' ;'- I Steel guardrail at stair Wall sconce, centered in MP-1 panel above door AUG 0 3 2015 Ie,,"," "f,f , . , "" ... , -, . j F'L:.' ,,", SRG PARTNERSHIP, INC 1'0 UNION, SUITE 300 SEATTLE, VVA 98101 206973 '700 SRGPARTN ERSH IP.COM Cl) 0 ca J.... C. Cl) U) ....... 0 c: « J.... Cl) ~ I: z Cl) (J 0 0 <C e) ..... I: c: c: Q) 0 .-a: c: ....... ..... c: .-0 ca Cl) ~ J.... ..... a: .-I-0 REGISTERED ARCHITECT DUNCAN ARROL THIEME 100% DESIGN Drawing Title BUILDING ELEVATIONS Dr8\Ni(l:~ scales indlcated <:lpp!j to 30" x 42" dravvin9 SheE'(s. Scale may no: tH; accurato if drflwing fJ!ols are 'HSS than thiS size. Revisions Number Description Date Drawn by Author Checked by Checker Date 07/2012015 Project No 212033 Consultant Project No Owner Project No Drawing No A201 l-z w a: w > « a: ~ z « a: 0 0 C') o c B A 1 2 NE Roof corner LIII. LEVEL 4 U 66'-9"' , , , I, , L ____________________________ ~ ~ : W --~~-~~EVATION Rainier Ave 118"' = 1"-0" 1 Membrane roof Preformed metal fascia and gutter NE Roof corner EL. +/-69'-3" -------- Metal rain leader Alum. curtain wall Intake louver Metal wall panel (MP-1) , c , , o :-.' I '. , ,', '.' ., . . . ., .' . ,,-' 3 Preformed metal fascia and gutter (light silver)1 Aluminum storefront windows, typo Mechanical areaway 2 MP-2 (gray-green) MP-1 (light silver) 4 1'-10318" n Sectional overhead door Metal door and frarne Steel guardrail Metal wall panel (MP-1) Exposed concrete foundation wall Existing grade to remain A 5 Preformed rnetal fascia and gutter NW Roof corner EL. +/-74'-3" Metal wall panel (MP-2) Alum. storefront windows LEVEL 2 JL 43' -0" \JI _ LEVEL 1 JL 31'-0" \J ___ I Perimeter Rd. JL -27'-0"' ~ 3 6 7 MATERIALS AND COLOR LEGEND: Refer to specifications for actual color reference MP-1 INSULATED METAL PANEL (light silver) MP-2 INSULATED METAL PANEL (gray-green) PREFORMED METAL FASCIA & GUTIER (light silver) LOUVER (light silver) ALUMINUM CURTAIN WALL 1 STOREFRONT (charcoal gray) MEMBRANE ROOF (light gray) CONCRETE (natural) 4 Membrane roof beyond Formed metal fascia and gutter (light silver) SW Roof corner EL. +/-69'-3" Alum. storefront windows, typo r'W ' ...... "' ,'"'' r') ,I, , .. 1\, ~r., "',,/:.~ j "t. AUG 0 3 2015 SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATILE, WA 98101 206973 1700 SRGPARTNERSH IP.COIv\ Q) () ro ~ c.. Q) (f) +-' 0 C ~ Q) Q) () C 0 « +-' 0> c C C Q) 0 .-a: +-' C '+- 0 C .- ro >. Q) ~ +-' CC ~ () REGISTERED ARCHITECT DUNCAN ARROL THIEME STATE OF WASHINGTON 100% DESIGN Drawing Title BUILDING ELEVATIONS Draw nf) sc:ai8s inciicated apply:o 30" x 42" drawing Sh()f3L~. SGBiCi rnuy nut De ar:curatQ if dr~;wing p!ols are less tnan th!.3 size, Revisions Number Description Date Drawn by Author Checked by Checker Date 07/2012015 Project No 212033 Consultant Project No Owner Project No Drawing No A202 « $ z 0 l- Z w a: w > « a: w -z -« a: 0 0 C') o B A Coated, small mesh chain link fence surrounding mechanical equipment area Steel pipe bollards (7) locations ---~ , / CIP Concrete stem wall r1)/ I Elevated concrete landing V1 ,Steel guardrail 2 6'-0" 1'-0" n 6 T@ 12" I 22'·71/2" n 5'-0" -+- n n 5'·0" 5'-0" 5'-0" Typical storefront mullion module 3 I 5'-0" 2'-6": -~- 4 ~ Seismic braced fr1me this bay, see structural framing plan I I 2 ------- Composites 31' _ O~" Shop I 101 I I ~ All furniture and equipment in shop is owner furnished - owner installed 5 3 25'-2" FLOOR PLAN NOTES 1. For locations of fire rated partitions and smoke partitions refer to sheet G1 01. 2. For interior partition types see sheet A541. 3. For interior partition framing details see sheet A542. 4. All dimensions are to face of finish, face of concrete, centerline of door or window opening and grid line, unless noted otherwise. 5. For door opening dimensions see Door and Frame Schedule on sheet A601. 6. For typical location of door openings not dimensioned, see Door and Frame Schedule and jamb details. For typical hinge side layout dimensions, refer to sheet A551. 7. 8. Where partition types vary, adjust stud location as required to align with wall finishes. For floor finishes see the Room Material and Finish Schedule on sheet A611. 27'-0" 1;12 Slope 1'-( I" 21'·0" 1;12 Slope 4'-6" 16'·0" CIP Concrete over steel pile & lagging retaining - walls \ Dumpsters j I \ ~~(;~~xl ~;~ %~~:~I ,~ ~ ~-Removable steel guardrail /-:.\ 67~~ ____ =~II ____ d(~~~-~~ fl'-O"'~' ~1:-0 ----"-... -6 T @ 12" Loading dock DN (X~; 2i'l '(:~2"S~>( 15'-0" , 0' ,e-,~~bkJ~ __ ~""",~""",,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,~ ~~ i--I=-"~~~~~~~ ~ 1 ~ v-, uplE-/------------------I ~ ~8'-9" I";' ~~~~'111~0~ •. ~~'~~~~~~UU~)~~~~~~~~·~ Floor drain -~~ 1'f1: '------./ f--+-----------~up '9 ~ .. I -'-...., 6" curb @ fire water ~ 'to check valves and domestic water meters l-Itl----H~----~_h located in this area ~ ..':= 5' I Shipping l2'-6:" 1;: and Receiving I I I 100 I I : - n -=c n n n -= -i== -=-n n - n -_-:: -::..::.:::..:: ~~ ttTI"';1Fr::l\I-~'lT _.1~;':=0 -"~·o~-· -~.r 'I . = .'''''!< =:OW'he'oI d~' Ime' 1 ,.~ : I N I 1\ II I ~ I I I~ Floor drain • ~ I eye wash unit ~ I /I~ Hand wash Si~ I ,--\-:;; I ,2'-9' 2 ~ I ~ ,if ,E~ Ea., Ir-DF A223 , <bl IVi 7/ " 1. ~4~ .Lo·_'JL_N ...... -\-~ -c----- --, I • , ,~ I .- i 0\ i :::~ ~r~' C..D 9'·0" : ~ :::. I Men's -==:::::::;;:::=;r!;;r==I=(===::: 1):=:::::::i'1 Women's : I ---" IToilet -ro-\........ Toilet , I i-:::-:: '7 1~13 \...::'/ l (JI / [91QD 9'-0" 1<€y : I ... ----' .--, 9i'.\ ,oo,~~ r b : I I :r:::-'ii~::j'lil1~ IL..... IF' : I I I' --t: ~. IIQI/ r.---1 ....J 11 \il rmI .,;", "",,: ""'" I IU~ ]]111 ~ I ~ . I 8IiiI' .~==~~~==~====~==~~~~====~=3~==~~~~~==~~==~~========~~~======~~~_~~~.~~~~~~~~~~~*~J~~~-----+----0 I I ;, .. , 1'_5" ~-::: I _ r I I I I -I I I Floor drain 30'-0" 30'-0" 30'·0" 30'-0" 30'-0" 1 180'-0" 1 ---------------------------- . ---------------1 AUG 0 3 2015 1 2 3 4 SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, VVA 98101 206973 1700 SRGPARTN ERSHIP.COM (1) (.) CU c. en o J.. (1) <C c o C£ 0 0 +-I~ C W II: (1,). o:~ .-« .., .... II: c (1) .-OW z >« +-III: a: 100% DESIGN Drawing Title LEVEL 1 .-0 U~ REGISTERED ARCHITECT DrmNing scales ifldlcatNl (.-jpp~y to 30" x 42" dnawin(--] ~)hsets;. Sca!e mt:1Y not be aGCUfClto if drawing plots mB less than this size. Revisions Number Description Date Drawn by Author Checked by Checker Date 07120/2015 Project No 212033 ConSUltant Project No Owner Project No Drawing No A101 o ~2 B A 1 I' I --- --- - 2 "1"' ---------1--- 30'-0" 1 3 = ------------l--------- Open to shop below 30'-0" 30'-0" 2 2 4 ----l-----t I ----1 - 5 6 3'-8" c:."~ ---:-0 Ii I ---\-: CI i I ~ I : ~ iQit' L---~I-------iTrII\ '" 2' -~~ 'I,"~~ :-+~ ~~~~ --I I II ~ ____ CI: i -1. ,~_=;-P I 200 1 I II CI II :: -! "" I ~~ 203 ~ I I u If!. .J '" ~ " Floor drain - / see mechanical : 11 '-8" +-11 ~===t--2(U""'-+-nl OJ I ~I : Electrical I 201 I . ': I I UP .,c..1 ! I I Ftorge, 2 4 I l 3 -0-43' -0" Mechanical I 202 I - ------, -------- 30'-0" 30'-0" 30'-0" 3 7 I cr I I I ~ o N ---, I -c -+-0 4 1<8 n "'r:nl f) ,'\. \ ....... ! -,,-~" ," '. AUG 0 3 2015 C ' 0', ., , SRG PARTNERSHIP, INC 110 UNIOl'" SUITE 30~ SEATTLE, VVA 9810 206973 1700 SRGPARTN ERSH I P,COM (l.) () rn c... en o "- (l.) « c o ........ c (l.) (( \S "- (l.) ........ c Q) () 0'> C .- C . - -c z 02 ...... c z W a: Q)w CI:> « _ a: OW z >.« ...... a: .-0 Og REGISTERED ARCHITECT DUNCAN ARROL THIEME STATE OF WASHINGTON 100% DESIGN Drawing Title LEVEL 2 0-" [ng scales imJlcati'::d Id;I', 30" ;<42" drawing apo,y 0 L , ' " je (;:<'~'I~' mav not De Slee~. ~0~~ • ' ,"1"1" -imwlng plots are aCCUUGi U . tess than ~hlS s!z.e. Revisions Number Description Drawn by Author Checked by Checker Date 07/20/2015 Project No 212033 Consultant Project No Owner Project No Dr\;1wing No Date A102 o c B A o ~ .' ~ 1 2 3 4 5 6 7 e~ 3 c--- 8 ;:::.. _I-_ _ _ \_" ,,) ': --0 A502,c' +-' -__ T _--_ r , -------------.---___ 1 _ Open to shop below _-+-------------InteriorHMglazing \, , , . , ' , , , : I : , , , , : i 1 ~II , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , .\ ! -~~ o ~ I ---~----~ I --------y-----= I==-------r-------Seismic brace Gallery I: ----/Steel guardrail-_within this wall "\ I 302 I : -----------per structural----.'-" _ _ _ : -----I ... \ I 6'-0518" ; 4'-5 318" 15'-6\ ~'-8 518". \J1319 • I, \ Classroom 1 318 1 o Classroom 1 317 1 Circulation I 319 I Innovation Center I 316 1 7'-6" 5'-2" ~ .-. .-" I r:::: ~~~or drain-~I --y M . k I ~~~en's .' 'Z""' " '",""d"it"1 ) ~~~~~ I II I op sin I I 311 I A I 312 rI I 1 ~ h Storage i~ 1. D ~ P 5 1 I":' G ! (J~~~OI ! : ~ ~'> D g ~ A 7g ~~. ""~'II---i:i+ :I~V~ . '~? (lQ~ ~( : , (Gt 'V. A,;' IItA 11'8\ 1 i.---,.~,=lll I c ______ .~ ~ ~ I~ IW 1 'J~ ><ll~@ J)' ~: I 1 1 I-'---' ~ '" ~ A223 AVI 1 ::::] I ~ ~ Blectrical Comm -~t::~l: 11313~ ___ 11~====~ 1315 I 1 : I .qcco. '" : I I ~ 1 I I 324 1315\ Lobby 1 301 1 , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , I 9 '" N 1~ r-f----t--- 1-~I ., ~'J, I Door operator button ~ : ----~ 309 Floor dr;;;n-/.. .'" -~ < 000 see Interior HM glaZiiJg , veSI'DU'. .0'£" ... , .IT-10" 5'-0" l 8'-5" 1'·7" 8'-6" i'-B" 1'-2".:'-8:' 4'-9" \ _: ' 114" ., 1 ______ -, Door operator , ~ , 'button ------I------~D--(:~~-------- I L.l. __ Suspended access walk with metal grate floor ~ Shop level exhaust by tenant 1 Areaway with metal grate lid 4--Concrete pavement landing ---1----------- 30'-0" 30'-0" 1 2 ' All furnature and equipment t---fr~~k~' 3(':8 j in shob~~~r~~:;ai~:~iShed ~ ~ '0 I (\ R)~ Oev ~ 1\ \ i : 1323 I",,, 30~ hJ ,I , Metal 1 Office 1 ii- : Shop iii (0 \ 307 1 303 1 , ' \ I ~ Gas meter location ~ ! 1 309 1 l"---~illr---_----,1~2'-=-0,-" __ -+ __ ----,12=='-c:-0'_' __ ~3i-'--,-1-,-1_31-.r-4" I '\1 ~ j 1 ~ r-<4_1+_ ---I~ 11 304 j F====;n1305) (1) LJ306 F====\:\; I "! Conference L/ L/ ~ , t::' Room t1 , : ~ I 307 1 ' -Office f1 Office f1 ffice I, : ~ I 304 1 ~ [EJ '-...C.. 306 I: , 1 9'-11318" L 1 l-0 ' 1\ -----~tt-[l=5='_0="i~'jw.~,:-~--~-~-~-~-~-~-~~-~-1-~-~~~~~~~~~~~~-~~~~~~~~~~~-~~-~--1~;;~~-6-~"~~7~'-6~"~-~t-~~~~~~~~-l~~~7'~-6~,,~-~-~~~;r~~7"~8~3:~4"~-1tJ:--~-~ A 'I "I ;, 1 -- 30'·0" 30'-0" 30'-0" 30'·0" 180'-0" AUG 0 3 2015 3 4 SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, VVA 98101 206973 1700 SRGPARTN ERSH I P.COM CI> o ctS C. tn o J... J... CI> ....., c: cI: $: CI> <C CI> (.) 0') c: Cz' 0 0 ...,~ c: o ....., c: CI> a: \0 .-c: .- C W 0:: (1). a:~ cI: ..... 0:: Ow z >Oct ...,0:: .-0 O~ REGISTERED ARCHITECT DUNCAN ARROL THIEME 100% DESIGN Drawing Title LEVEL 3 Drav,ring scoles indicatod <:lpply to 30" x 42" Drawing sheets. Scak) n,ay not be accumto if drawil~g plots Clf9 less than this size. Revisions Number Description Date Drawn by Author Checked by Checker Date 07/2012015 Project No 212033 Consultant Project No Owner Project No Drawing No A103 o c B A -l 1 ----------.~-," '-'-------- W. PERIMETER RD. \ "- • :,' Existing property line, , _, ,revisions and __ realignment in progress Rainier Ave. improvements, setback, future _ multi-use trail I -.-.,-'._ >. c:.: 'c "";, _c .~ i " ", ._-', -",' i/,; ,:.~,'-: .. ~.-.... : l, ,'" Q)~?~_pscape Analysis/Lot Coverage SITE AREA ------------- TOTAL SITE SF AS DEFINED BY WORK LIMIT PROJECT FOOTPRINT PERCENTAGE OF LOT COVERED BY BUILDING IMPERVIOUS SURFACE AREAS EXISTING PROPOSED BUILDING AREA LEVEL 1 LEVEL 2 LEVEL 3 TOTAL 7,515 SF 19,428 SF 9088.0 SF 1974.1 SF 9733.5 SF 20,795.6 SF PARKING SPACES REQUIRED BY CITY CODE: 65 30,151.73 SF 12,710 SF 42.2% SQUARE FOOTAGE OF PARKING LOT LANDSCAPING: 615 SF (""PROJECT AREA LEGEND _____ _ ~- 1 ..... ,--, :---- " LIMIT OF WORK --~ RAINIER AVE. , \ , , , --- " -.:: 2 , ' , _.,:'. - ",.;-" .. --<:--""==> [ , ---------~--~-,.-. " -- ~~===+=~~-"Ii --,--, .. --~ --- -... "::- , -' accessible spaces. ' handicap parking sign, '"." .. ':'~"-I""'',:, ------(( ___ .--~_.~ /V ---" i',' 1-', T; -; --;-; / -7-=-----r _-_ --";--t1" , / I J r ~.-\ . -"I / I ' /1 14' 1'/ ~D - -',' " / / / 11\ '-'/':\ f I , ,I d -. ,-. ,_I_~~=--~~ /-,I,! "-/ " i,'"---------~~ --~ k\" & .. ~ I"~- -"-.. ,./' .,-. --, "\ . ./ ", - ". " ; " / , / , Existi ng asphalt parking to remai n Refer to Civil for area of demo /41 Spaces ! : . "., - -,-c /...---------- , \ " / -.' \,' , , , ~ .. -- ------------------------------------------------------------ 3 -.,," " .... t_ ... \ , _~ _.,~ ~~. ,_~ <m'~~_ ,e<', =H ,..~ ,""_ ._.~. ~. __ ,,_ ~,.. "'~ __ =. _"" .. _" ,"~. "" _ ".'k_~ ", 1'1, '! '. , / I \ ./ 1-'--" Me:). \1 c ) / / / ---- • - 4 -oc" . \ 1 0' 20' 50' _1---- ['"I'" ,-c !-I \ 1'-' f) ~ ~ -\,_,-', <.: i v t: ... AUG 0 3 2015 SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, VVA 98101 206973 1700 Si,GPARTNERSHIP,(OM CI.) CJ CO C. UJ o :I.- CI.) <I: C) s::: r::: z· 0° ..... ~ r:::w 0:: s::: o Q). a:~ I-« ..... s::: .... 0:: s::: 1-O~ Z CI.) ~:;;: a: ..... 0:: .-0 0:;: REGISTERED ARCHITECT DUNCAN ARROL THIEME STATE OF WASHINGTON 100% DESIGN Drawing Title LANDSCAPE ANALYSIS, LOT COVERAGE, AND PARKING ANALYSIS DW'yvlrv,J scales indicaiBd npply to 30" x 42" dF8.win~j ';he;;:ts, Scaie may nol be Hccumte if draw!tiQ plots me :ess ihan this ::;jz2. Revisions Number Description Date Drawn by AT Checked by Checker Date 07/2012015 Project No 212033 Consultant Project No Owner Project No Drawing No A011 o c 8 A NOTES: 1. SEE SHEET C1.01 FOR GENERAL NOTES, LEGEND, ABBREVIATIONS AND DRAWING LIST. 2. SEE SHEET C1.02 FOR UTIlITY NOTES. GAS LINE SHALL BE INSTALLED BY PUGET SOUND ENERGY. COORDINATE ." •... WITH PUGET SOUND ENERGY REGARDING CONSTRUCTION AND i . :;. '. INSTALLATION OF LINE. SEE DETAIL 4, GAS SERVICE, ON SHFETC3.0J. 3. 4. , L \ " ., I' ~ FDC SHALL BE PLATE ATTACHED TO RETAINING WALl. 5. WATER LINE THAT IS WITHIN 10 FEET OF STRUCTURE(S) SHALL HAVE CDF BEDDING AND BACKFILL. 6. WATERLINES 4 INCHES AND LARGER SHALL HAVE RESTRAINED JOINTS. 7. 12" WATERLINE RELOCATION BY CITY OF RENTON. COORDINATE WITH .. cm OF RENTON REGARDING TIMING. FOR. PAVEMENT REM15VACAN[} REPLACEMENT . .. '. ..... . '. .•.. ,.::.:......" ..... ..• . . ." . ........ ..' . , . '. , ,/ CONN TO EXIST W . COR STD PLAN 300.5 45° BEND, TYP o I I I. '11 I I I. o . "", ---'"": .... ' . ~~'" u'~~""""""", __ o • .' , '. f , .--, \-".' ?<\:~. : CONN.JO EXIST SS . IE = 24.5± ' -~,,-~, ~~"<= """"'.,.", '"""'" ~"'&""""-'@'''''''''m ~_""' ___ -' ~ """""'~.., ""-"" "'~ --""'''''''' ""-'"C'" .. 12 W CO, TYP ---_ ........ ---- CONN TO BUILDING SS, SEEMECH IE 7, 25.2± . SLEEVf:THROUGH FOOTINGS ' ", . .. <," .. -,,- .' ~~~~~~~~~~~~~~~~~~~~~:~~~~~~~~~~~~~[[f[-.' ---. , .'., " . ---~-'~--I --.-~ ~c . I '. \ 1 . , , LIMITS OF' WORK '~" .. , " . "-'" . GAS. METER LOCATION, . GAS LINE, SEE NOTE 3 I , I I I I I I I I I I I I I .. CONCRETE BLOCKING COR STD . . , -, "",~""",,,"J ~~~ ,~""''' ~,,.,;'" '''''''''''''-'''''* ",,--,-,,e ~ o o o o o 12"x4" TEE WI HTB 4" GV -____ , 12 W : 1, ~~' ',', ,';/' '. > .- i : i ;', , . " . ;" .. '.' __ ~_~'" .n' --;,;. --_. , , C \ J ' 'j, . . i I , . t! . , ... , , < "J"',y,', i, ~-, ~:'." ·r \J. \ i VALVE BOX AND OPERATING NUL EXTENSION COR STD P[AN330.1 2" W SERVICE WITH 1 ,l2" WM COR STD PLAN 320.3 ,"~""N; "",,, "" .. "'. ,,. , , ., EXPOS~EXISTING W AND BACKFILL WITH CD~ " -" ''','' ,".-, .-.-.,- , .... FDC,SEENOTE4 ..•.. . ~ -- .... fiRf/-lYDRAN~ASSL ·······COffsIDPlAN 310.1 < 5 o , ' .. , .. 2 . ._-------- ------------... ----. -.-. -. ._-----. ._-.. ---.. --. --. ---. ----. ---.. --..•.... --.-. --. ------. --. -. -.--------. ----------------------------. scale 1" = 10' 3 4 ... . , i . "A,'~ "*_._ ~'"~ 'I' . J ,,", ~ , '" i / " 'I feet -------. ~-' .. ' , , t· 110 Ur\ilo,\J, SU;T~ 300 SEA TT~E" WA 9810; 206 973 1700 MAGNUSSON KLEMENCIC ASSOCATES Structural + Civil Engineers 100% DESIGN DraWing Titre WET UTILITIes PLAN DraWing scales indicated apply to 30" x 42" draWing sheets. Scale may not be accurate if draWing plots are les8 than this size. ReviSions Number Description Date Drawn by TDY Checked by SDH Date 07/2012015 Project No 212033 Consultant Project No Owner Project No Drawing No C2.61 ----- ---------------------- D c 8 A ~ "" ';f: ex:> 'A 0 T- lI) .... 0 !)! 0 ~ I'-. -, i NOTES: 1. SEE SHEET C1.01 FOR GENERAL NOTES, LEGEND, ABBREVIA TIONS AND DRAWING LIST. 2. SEE SHEET C1.02 FOR GRADING NOTES. 27. 3 27.57 30.92 TW 28.19 TC 27.69 BW 54.85' General Notes: -Area of the entire property: 167 acres -Area of Work in square feet: 27, 456 sf. -Number of tons and cubic yards of soil to be removed: 6,530 CUbic yards / 11,200 tons -Destination of soil to be removed: Per General Contractor 50' 50' 71.51' 26.71 28.86 TWITR 26.80 0" DEPRESSED CURB, TYP, UNO 26.88 MEET a MATCH EXIST ---- 30.92 TW 1" DEPRESSED CURB COR sm PLAN 104.2 27.36 BW :\ ----~------, MEET a-"'-=-:::-:::::-d~-;;-~,:-::-t-:::-~~-~-:;;-·~-~-~-~-~-==-~~--=-==--=~~~i~===t~~:= \\MATCH EXIST ' :: 30.80 TW 26.68 :!!L __________ -' ,"56 26.61 27.30 BW ," CF I ---------'1-,-Q.fL____ \ 2164 BW ----~.:::------------GIl ~.~~_~~ ," CF=-~;;;=;if-;U==-:-:1:1~2--4f-'-1lt..:::------r---J 110 L)NI()I\!, SUITe: 300 SEA rn)=:, VV!\ 9810') 206 973 i700 6" CF --L.----Il L____ II II II --..JI /' I / I I I I I \ I ~ \.. I '--41 II II II II II II II i I III 57.2 57.16 \ '\ II I ~-~::t:= 30.98 GB ----------------- 27.61 0 o 30.98 0 0 0 """(\ 6 @ 6 %" RISERS 27.67 0 ---- 0 6" CF _ '" m!\~~~~~~~~~~~~~~~~m~~ i 27.oJ 2730 Te ~~~~~~ , b 26.80 8. 2." " : 27.23 IOJ __ _ o I I IG) --.J __ 7 @ 7" RISERS :OJ _____ __ o -..1____ """""", ---- 7.41 27.19 FF = 31.00 57.23 57.23 57.16 57.0 30.98 TW 26.98 BW , ~'. FF = 57.25 26.82 BW 33.00 TW 30.98 TRIBW 26.76 TW 26.76 BW 29.98 TW 26.82 BW ~ i j 57.23 57.23 If": I \ I \ I \ \ \ \ \ \ \ 1:12 _ " 28.42 TW 34.00 TW 28.42 BW 27.00 BW 33.00 TW 33.00 TW 2$.54 BW 28.48 BW 28.92 TW 27.38 BW \ \ \ \ I \ ________ _ ,.-...... \~" ------, \ \ .... /, '5'6 I 5.8± '. . l 6" CF / It,>,,;:,,:> i ,~~. , I I, IG) I \OJ I I I . , 4.95% ' I , \ \\\l." ' ) \" 55.7± II _G1L----- I 56.84 I I I I 56.81 I I I \ 1.8% _ \ -----------------..... "" ------" -_\..=-~-=-==---" '\ 57.03 \ \ I ~\ / I I I I 1 -------------- - ------------- --\'----------, , --._-----\ ---- \,~ BUILDING SETBACK, .... \ \ LOCATED BY OTHERS 57.16 " LIMITS OF WORK \ ~ ---;;:;---------. .. '-- -------.. -- -----., .. -. --- r-.... IG> IOJ I I ~'f---,>-MEET a MA TCH I EXIST, TYP 5723 I I --........ '_I _ I ~ '... , .J l .' ., ....... --_J'"" L __ ............. __ ~----------------------------,-J I,-t:::==L,1 I I I I ,_..I "-6" CF --,I \ \ L ___ ~ f---;<, r--""""'-- 56.0± I t I I I I I I I I I I • 2 -------- --~-~-----'= ------------------~~---'-----~~ ----~---~-~----------------------~'=-<---~--- ---------------"------------------ 3 --------=-- --------- ----------"-- ------'--=-- - ---------'- -~------------ MEET a MATCH EXIST, TYp_~ -_-l Q- 10 5 0 10 20 ~2~~ .. ~~~~~ .... ~] ;Cale 1" : 10' feet 4 AUG 03 2015 1-'1 ----------=---------- - --------- __ ~ c-, '-, , __ ~_ MAGNUSSON KLEMENCIC ASSOCIATES Slructural + Civil Engineers 100% DESIGN DraWing Tille GRADING PLAN DraWing scales indicated apply to 30" X 42" drawing sheets. Scale may not be accurate if draWing plots are less than this size. Revisions Number Description Date Drawn by TOY Checked by SOH Date 07/20/2015 Project No 212033 ConSUlfant Project No Owner Project No DraWing No C2.31 --------'---------- --------- o c B A -" .. -.l~ EXIST GRADE PI PE ANCHOR, TYP C£cl03 PIPE DIA PER PLAN ECCENTRIC REDUCER--J HEAT -FUSED HDPE, TYP C3~3 UNDISTURBED SOil CAP ON WYE LOCATE PER PLAN GALVANIZED MEDIUM A "0IIII PIPE CLAMP 1 6"x1/4" THICK-~ IIII 1111 HDPE PIPE SLEEVE SPLIT AT SPRINGLINE HDPE PIPE CONNECTION EAR (SEE DETAIL BELO CASING PIPE WITH ID MI N 1" LARGER THAN OD OF I NSIDE PI l EXI ST CATCH BASIN T---- I 9" o 2 EA. )2" ~ GAL V. BOLTS 8< HEXNUTS, EA. SIDE. (DRILLED %"¢ THROUGH HOLES IN CLAMP) FUSED REDUCER CONN TO EXIST CB ON SHEET C2,41 ----" I I I I I L_~ GROUND-ANCHORED PIPE WITH SLIP CONNECTION NTS C2.21 C3.04 o 2" 2"¢ HOLE FOR REBAR CONNECTION EAR DETAIL PIPE ANCHOR NTS Figure V-2: Ground-Anchored Pipe Sections and Details 1 2 2" MIN ---f-l-'B;:::ENDOVER ASPHALT OR EPOXY COATED 'il8 REBAR DRIVE 5' INTO UNDISTURBED SOIL 3 %" HOLE 1.0. LARGER DIA. PIPE o SECTION A-A OUTSIDE DIA. HDPE FLANGE ADAPTER CONSTRUCT OF %" GALVANIZED STEEL PLATE, HOT DIPPED AFTER DRILLING AND CUTTING 0.0. SMALLER DIA. PIPE PLUS .J2" ALI GN BOTTOM OF SMALLER O.D. PIPE OPENING TO MATCH INVERT OF LARGER PIPE """ A .J2" BOL TS AND HEXNUTS, HOT DIPPED GALVANIZED I I ECCENTRIC REDUCER NTS 4 1 W U\ION. SUIF 300 SC:A H.E. WA 98101 206 973 1700 SRCPARTNE~SHIP. COM MAGNUSSON KLEMENCIC ASSOCIATES Structural + Civil Engineers 100% DESIGN Drawing Title SECTIONS AND DETAILS Drawing scales indicated apply to 30" x 42" drawing sheets. Scale may not be accurate if drawing plots are less than this size. Revisions Number Description Date Drawn by TOY Checked by SOH Date 07/20/2015 Project No 212033 ConSUltant Project No Owner Project No Drawing No C3.04 _I D c ~,~-~--'---- B A DESCRIPTION LIMITS OF WORK PROPERTY LI NE EASEMENT LINE CATCH BASIN INSERT SEDIMENT CATCHMENT AREA SAND BAG BARRIER CENTERLINE FACE OF STRUCTURE ABOVE GRADE FACE OF STRUCTURE BELOW GRADE GRADE BREAK MAJOR GRADING ELEVATION CONTOUR MINOR GRADING ELEVATION CONTOUR STORM DRAIN PERFORATED STORM DRAIN CAPPED OR PLUGGED END CATCH BASIN CLEANOUT MANHOLE TRENCH DRAIN WATER LINE REDUCER WATER METER TRAFFIC CONTROL SIGN LEGEND SYMBOL DESCRI PTI ON COORDI NATE POI NT GRADING SPOT ELEVATION GRADING EXISTING SPOT ELEVATION GRADING SPOT ELEVATION WITH COORDINATE CONCRETE WALK CONCRETE PAVEMENT GB ---50--- ---49--- 8" SD 18" PERF SD ASPHALT PAVEMENT OVERLAY PAVEMENT GEOFOAM SYMBOL N 1,433,544.34 Y E 2,454,789.02 1,546.00 (1,546.00) N 1,433,544.34 Y E 2,454,789.02 EL = 544.25 l:: "·':";"::':":"':"::"':':'1 . :.' o· • '.' " .• ~ •••• l:·)·<·"O:'::':',;}", :)1 .' :., : ',<. -: ,.>;-:·<,-'t <.-'-:' .. ;' .,~ :' .".> '-".: -- --, ". ,.. -~. .' [ [ 1 [ ~[ DEMOLITON LEGEND -----'3 ---II 4. • 8" W DESCRIPTION ITEM TO BE REMOVED ITEM TO REMAI N CAP UTI LITY, SEE SITE DEMOLITI ON REMOVE EXI STI NG -ASPHAl: I PAVEMENT REMOVE EXI STI NG CONCRETE PAVEMENT SYMBOL ................. -]]---- 1-, . ' , '. ----_.[ Figure VII 1 ... 1 a: Civil Cover Sheet 1 AASHTO ACI AISC AISI ANSI APWA ASTM AWPA AWWA NEC WABO 8: @ /':, o ¢ # ABAN ABC AC AD ADD AL T ADDL ADJ AGGR ALT APPD APPROX ARCH ASSY ATB 'BLDG BLK BM BOT BOW BRG BSMT BTWN C8:G CANT CART CB CC CF CDF CFS CI CIP CJ CL CLR CMP CNR CO COL COR COMB COMM CONC COND CONN CONST CONT CONTR COORD CORP CP CTB CTR CU CULV CV DEG DEMO DEPT 2 AMERI CAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS AMERICAN CONCRETE INSTITUTE AMERICAN INSTITUTE OF STEEL CONSTRUCTION AMERI CAN I RON AND STEEL INSTITUTE AMERICAN NATIONAL STANDARDS INSTITUTE AMERI CAN PUBLI C WORKS ASSOCI A TI ON AMERICAN SOCIETY FOR TESTING AND MATERIALS AMERICAN WOOD PRODUCTS ASSOCI A TI ON AMERICAN WATER WORKS ASSOCI A TI ON NATIONAL ELECTRICAL CODE WASHINGTON ASSOCIATION OF BUILDING OFFICIALS AND AT DEFLECTION ANGLE DEGREE DIAMETER NUMBER ABANDON (-ED) AGGREGATE BASE COURSE ASBESTOS CEMENT, ASPHALT CONCRETE AREA DRAIN ADDITI VE AL TERNA TE ADDITIONAL ADJACENT, ADJUST (-ED, -ME NT, -ABLE) AGGREGATE AL TERNATE, AL TERNATI VE APPROVED APPROXIMATE (-L Y) ARCHITECT (·URAU ASSEMBLY ASPHALT TREATED BASE BUI LDING BLOCKING BEAM, BENCH MARK BOTTOM BOTTOM OF WALL BEARING BASEMENT BETWEEN CURB AND GUTTER CANTILEVER CARTRIDGES CATCH BASIN CENTER TO CENTER CURB FACE CONTROLLED DENSITY FILL CUBIC FEET PER SECOND CAST IRON CAST -IN-PLACE CONSTRUCTI ON JOI NT CENTERLINE CLEAR (·ANCEl CORRUGATED METAL PIPE CORNER CLEAN OUT COLUMN CITY OF RENTON COMBINATION COMMUNI CA TI ON CONCRETE CONDUIT, CONDIT I ON CONNECT (-ION) CONSTRUCTION CONTINUATION, CONTINUE, CONTINUOUS CONTRACTOR COORDINATE, COORDINATION CORPORATION CENTER POI NT CEMENT TREATED BASE CENTER CUBIC CULVERT CHECK VALVE DEGREE DEMOLI SH, DEMOLI TI ON DEPARTMENT DET DETN DI DIA DIAG DICA DIM DIR DS DWG DWL E EA EJ EL ELEC EMBED ENGR EPV EQ EQUIP EW EXIST EXP EXT FD FDC FDN FH FIN FL FM FT FTG G GA GAL GALV GB GEN GPM GV H HDPE HH HORIZ HP HT HTB HYD ID IE INCL INFO INT INV IRR JT LAT LB LF LOC LP LT MATL MAX MECH MFR MH MIC MIN MISC MJ ML MON MSE MUTCD N NE NIC NOM NTS NW ABBREVIATIONS DETAIL DETENTION DUCTILE IRON DIAMETER DIAGONAL DRILLED-IN CONCRETE ANCHOR DIMENSION DIRECTION DOWNSPOUT DRAWING DOWEL EAST, ELECTRI CAL EACH EXPANSION JOINT ELEVATION ELECTRICAL EMBED (-DED, ·MENT) ENGINEER ELEC POWER VEHICLE EQUAL EQUIPMENT EACH WAY EXISTING EXPANSION EXTERIOR FLOOR DRAIN, FOUNDATION DRAIN FIRE DEPARTMENT CONNECTION FOUNDATION FIRE HYDRANT FINISH (-ED) FLANGE, FL OOR, FL OWLI NE FORCE MAIN FOOT, FEET FOOTING GAS, GUTTER GAGE, GAUGE GALLON GALVANIZE (-D) GRADE BREAK GENERAL GALLONS PER MINUTE GATE VALVE HORIZONTAL HI GH DENSITY POL YETHYLENE HANDHOLD HORIZONTAL HIGH POINT HEIGHT HORIZONTAL THRUST BLOCK HYDRANT INSIDE DIAMETER INVERT ELEVATION INCLUDE (-D), INCLUDING I NF ORMA TI ON INTERIOR, INTERSECTION INVERT IRRIGATION JOINT LATERAL POUND LINEAL FEET LOCATE (-D), LOCATION LOW POINT LEFT MATERIAL MAXIMUM MECHANICAL MANUFACTURER MANHOLE MONUMENT I N CASE MINIMUM MI SCELLANEOUS MECHANI CAL JOI NT MATCHLINE MONUMENT MECHANICALLY STABILIZED EARTH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES NORTH NORTHEAST NOT I N CONTRACT NOMINAL NOT TO SCALE NORTHWEST OC OD OPNG OPP OPT ORIG OWS PC PCC PED PERF PERP PI PIV PL PLC PRC PSF PSI PT PVC PVMT R RCMD RCP RED REF REINF REQD RET REV RIM RJ ROW RT RW S SCHED SD SDMH SE SECT SED SF SHT SIM SOG SPC SPEC SS SSMH SSFM STA STD STF STRUC SV SW SYM TB TC TE TEMP TESC TOC TOF TOW TR TYP UNO UTIL V VAC VDM VERT VOL W W/ WP WPJ WSDOT WT YR 3 ON CENTER OUTSIDE DIAMETER OPENING OPPOSITE (HAND) OPTION (-AU ORIGINAL OIL/WATER SEPARATOR POI NT OF CURVATURE POINT OF COMPOUND CURVATURE PEDESTRIAN PERFORATED PERPENDI CULAR POI NT OF INTERSECTION POST INDICATOR VALVE PROPERTY LINE PLACE POINT OF REVERSE CURVATURE POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POINT OF TANGENCY POL YVINYL CHLORIDE PAVEMENT RADIUS RECOMMEND (-ED) REINFORCED CONCRETE PIPE REDUCER REFER (·ENCE) REINFORCE (-D, -MENT), REINFORCING REQUIRED RETAINING REVISION RIM ELEVATION RESTRAINED JOINT RIGHT-OF-WAY RIGHT RET AI NI NG WALL SLOPE, SOUTH SCHEDULE STORM DRAIN STORM DRAIN MANHOLE SOUTHEAST SECTION SEDI MENTATION SQUARE FEET SHEET SIMILAR SLAB ON GRADE SPACE SPECIFI CATION SAN IT ARY SEWER SANITARY SEWER MANHOLE SANITARY SEWER FORCE MAIN STATION STANDARD STORMFIL TER STRUCTURAL, STRUCTURE STORM VAULT SOUTHWEST SYMMETRI CAL THRUST BLOCK TOP OF CURB TOP ELEVATION TEMPORARY TEMPORARY EROSION AND SEDIMENTATION CONTROL TOP OF CONCRETE TOP OF FOOTING TOP OF WALL TOP OF RAMP TYPICAL UNLESS NOTED OTHERWISE UTILITY VERTICAL VACUUM VERTI CAL DRAI NAGE MA TERI AL VERTICAL VOLUME WATER, WEST WITH WORK POINT WEAKENED PLANE JOINT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION WEIGHT YEAR GENERAL NOTES 1. WORK SHALL CONFORM TO THE CITY OF RENTON STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, LATEST EDITION. A COPY OF THIS DOCUMENT SHALL BE ON SITE DURING CONSTRUCTION, 2, EXISTING CONDITIONS SHOWN ARE PER THE PROJECT SITE SURVEY PROVIDED BY BUSH, ROED 8: HITCHINGS, INC. DATED 05/05/15. THE CONTRACTOR SHALL VERIFY THE EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTI VI TIES, 3. THE LIMITS OF WORK INDICATED ON THE CIVIL DRAWINGS APPLY TO THE SITE AND UTILITY WORK AS SHOWN ON THE CIVIL DRAWINGS, THERE MAY BE WORK OUTSIDE OF THE LIMITS OF WORK INDICATED BY OTHER DISCIPLINES OR TRADES, 4. SEE THE CIVIL DRAWINGS FOR CIVIL LIMITS OF WORK, UNDER NO CIRCUMSTANCES SHALL WORK BE DONE OUTSIDE THE LIMITS OF WORK UNLESS INDICATED, WITHOUT ARCHITECT'S APPROVAL. ANY WORK DONE IN AREA ADJACENT TO THE LIMITS OF WORK SHALL BE CARRIED OUT ON THE PROJECT SITE ONLY, 5, HORIZONTAL DATUM: NAD-83/91 BASIS OF BEARING: BETWEEN CITY OF RENTON MONUMENT ID# 370 8: CITY OF RENTON MONUMENT ID# 22 (N86°48'19''E) MONUMENT ID# 370 OWNER: CITY OF RENTON DESCRIPTION: 3/8 IN CU PLUG ON CONC. MON, IN CASE DN 1.6' LOCATION: INTERSECTION OF 6TH AVE N AND RIVERSIDE DR, NORTHING: 182500,89 EASTING: 1299535.15 MONUMENT JD# 22 OWNER: CITY OF RENTON DESCRIPTION: HI2 IN BRASS DISC W/PUNCH ON CONC, MON, IN CASE, DN, 0,6' LOCATION: IN A MONUMENT CASE IN THE CONSTRUCTED CENTERLINE OF BURNETT AVE. N. APPROX. 5' SOUTHERLY OF THE CONSTRUCTED INTERSECTION OF N 6TH ST. 8: BURNETT AVE. N, NORTHING: 182576,29 EASTING: 1300886,01 VERT I CAL DATUM: NAVD·88 6, THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER (1'800-424-5555) PRIOR TO START OF ANY WORK. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING THE SERVICES OF A PROFESSIONAL UNDERGROUND UTILITY LOCATION SERVICE TO LOCATE AND MAINTAIN MARKINGS THAT INDICATE LOCATIONS OF UNDERGROUND UTILITIES IN THE CONSTRUCTION AREA. DRAWING LIST SHEET # SHEET TITLE C1.01 GENERAL NOTES, LEGEND, ABBREVIATIONS AND DRAWING LIST C1.02 NOTES C1.03 NOTES C2.01 TEMPORARY EROSlON AND SEDIMENTATION CONTROL PLAN C2.11 sm DEMOLITlON PLAN C2.21 SITE AND PAVING PLAN C2.22 sm AND PAVING PLAN C2.31 GRADING PLAN C2.41 STORM DRAIN PLAN C2.51 FOUNDATION DRAINAGE PLAN C2.61 WET UTILITIES PLAN C3.01 SECTIONS AND DETAILS C3.02 SECTIONS AND DETAILS C3.03 SECTIONS AND DETAILS C3.04 SECTIONS AND DETAILS SH1.01 SHORING NOTES SH1.02 SHORING NOTES SH2.01 SHORING PLAN SH3.01 SHORING PROFILES SH4.01 SECTIONS AND DETAILS SH5.01 SHORING SCHEDULE 4 SRG PARTNERSHIP, INC l' 0 U~IOI\. SU'T[ 300 SEA TTLE, WA 98101 206 973 1700 SRGPARTNERS.~IP, COM MAGNUSSON KLEMENCIC ASSOCIATES Structural + Civil Engineers 100% DESIGN Drawing Title GENERAL NOTES, LEGEND, ABBREVIATIONS AND DRAWING LIST Drawing scales indicated apply to 30" x 42" drawing sheets. Scale may not be accurate if drawing plots are less than this size. Revisions Number Description Date Drawn by TOY Checked by SOH Date 07/20/2015 Project No 212033 Consultant Project No Owner Project No Drawing No C1.01 D c B A TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES 1. TEMPORARY EROSION CONTROL MEASURES SHALL BE IN PLACE AND APPROVED BY THE CITY OF RENTON PRIOR TO LAND CLEARING AND ALL OTHER CONSTRUCTION TO ENSURE THAT SILT-LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM. 2. AS CONSTRUCTI ON PROGRESSES AND SEASONAL CONDITI ONS DI CT ATE, THE TEMPORARY EROSION AND SEDIMENTATION CONTROL F ACILI TIES SHALL BE MAINTAINED AND/OR ALTERED AS REQUIRED TO ENSURE CONTINUING EROSION AND SEDIMENTATION CONTROL. 3. THE TEMPORARY EROSION SEDI ME NT ATION CONTROL F ACI LI TIES SHOWN ARE I NTENDED TO BE MINIMUM REQUIREMENTS. ADDITIONAL FACILITIES SHALL BE INSTALLED AS NECESSARY AND MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF THE CONTRACT TO PREVENT DOWNSTREAM EROSION AND SEDIMENTATION. 4. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THE TEMPORARY EROSION SEDIMENTATION CONTROL FACILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ANY DOWNSTREAM DAMAGE DUE TO THE FAILURE BY THE CONTRACTOR TO FULFILL THESE REQUIREMENTS WILL BE THE CONTRACTOR'S LIABILITY. 5. THE CONTRACTOR'S CONSTRUCTION AND EXCAVATION SHALL CONFORM TO THE APPLICABLE REQUIREMENTS OF THE CITY OF RENTON FOR SEDIMENT CONTROL. THE CONTRACTOR SHALL CONFORM TO ALL CITY, COUNTY, STATE, AND FEDERAL ORDINANCES GOVERNING AIR POLLUTION CONTROL. 6. THE TEMPORARY EROSION CONTROL MEASURES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CONSTRUCTION IS COMPLETE AND THE OWNERS REPRESENTATIVE HAS GIVEN INSTRUCTIONS TO REMOVE THE EROSION CONTROL MEASURES. 7. THE CONTRACTOR SHALL PLACE CATCH BASIN FILTERS AT ALL CATCH BASINS WITHIN THE LIMITS OF WORK, INCLUDING THOSE SCHEDULED FOR DEMOLITION PRIOR TO THEIR REMOVAL. THERE MAY BE CATCH BASIN INSERTS REQUIRED OUTSIDE OF LIMITS OF WORK INDICATED. CATCH BASIN INSERTS SHALL BE INSTALLED IN ACCORDANCE WITH 1/C3.01. 8. NO SEDIMENT SHALL BE TRACKED INTO THE STREET OR ONTO PAVED SURFACES. SEDIMENT SHALL BE REMOVED FROM TRUCKS AND EQUIPMENT PRIOR TO LEAVING THE SITE. IF THE ACTION OF THE VEHICLE TRAVELING OVER THE ROCK CONSTRUCTION EXIT IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF THE SEDIMENT, THEN THE CONTRACTOR SHALL INSTALL A TIRE WASH FACILITY TO WASH THE TIRES PRIOR TO MOVING DIRECTLY ONTO A PUBLIC ROAD OR OTHER PAVED AREA. IN THE EVENT OF FAILURE OF THE EROSION CONTROL SYSTEM, RESULTING IN SEDIMENT BEING TRACKED ONTO PAVED SURFACES, STREET SWEEPING SHALL BE EMPLOYED. IF STREET SWEEPING VEHICLES ARE UTILIZED, THEY SHALL BE OF THE TYPE THAT ACTUALLY REMOVES THE SEDIMENT FROM THE PAVEMENT. 9. STABILIZE ALL SOILS, INCLUDING STOCKPILES THAT ARE TEMPORARILY EXPOSED. FROM OCTOBER 1 TO APRIL 30 NO SOILS SHALL REMAIN UNSTABILIZED FOR MORE THAN TWO (2) DAYS. FROM MAY 1 TO SEPTEMBER 30 NO SOILS SHALL REMAIN UNSTABILIZED FOR MORE THAN SEVEN (7) DAYS. 10. TEMPORARY CONSTRUCTION SLOPES GREATER THAN 2 HORIZONTAL TO 1 VERTICAL AND GREATER THAN 4 FEET IN HEIGHT SHALL BE COVERED WITH POLYETHYLENE SHEETING IN ACCORDANCE WITH COR STD PLANS 213.20 AND 213.30. 11. SEDIMENT CATCHMENT AREAS SHALL BE LOCATED AT LOW POINTS IN THE EXCAVATION. CONTRACTOR SHALL LOCATE SEDIMENT CATCHMENT AREAS AS REQUIRED TO MAINTAIN A SATISFACTORY WORK AREA. DISCHARGE FROM SEDIMENT CATCHMENT AREAS SHALL BE CONVEYED TO A SEDIMENT TRAP, BAKER TANK, OR APPROVED EQUAL. 12. IF CONSTRUCTION STORMWATER IS DISCHARGED TO STORM DRAINS AND OR LAKE WASHINGTON, THE CONSTRUCTION STORMWATER DISCHARGED FROM THE SITE SHALL MEET THE REQUIREMENTS OF THE STATE OF WASHINGTON WATER QUALITY STANDARDS FOR SURFACE WATERS (CHAPTER 173-201A WASHINGTON ADMINISTRATIVE CODE) FOR TURBIDITY, pH AND PETROLEUM PRODUCTS. CONSTRUCTION STORMWATER DISCHARGE TURBIDITY FROM THE SITE SHALL NOT EXCEED 5 NEPHLOMETRIC TURBIDITY UNITS (NTU) OVER BACKGROUND TURBIDITY WHEN THE BACKGROUND TURBIDITY IS 50 NTU OR LESS, OR HAVE MORE THAN A 10 PERCENT INCREASE IN TURBIDITY WHEN THE BACKGROUND TURBIDITY IS MORE THAN 50 NTU. THE pH OF THE CONSTRUCTION STORMWATER DISCHARGE SHALL BE WITHIN THE RANGE OF 6.5 TO 8.5 WITH A HUMAN-CAUSED VARIATION WITHIN A RANGE OF LESS THAN 0.2 UNITS. CONSTRUCTION STORMWATER DISCHARGES SHALL BE PROHIBITED IF THERE IS A VISIBLE SHEEN FROM PETROLEUM PRODUCTS. A CONSTRUCTION DEWATERING PERMIT IS REQUIRED FROM KING COUNTY INDUSTRIAL WASTE (IF DISCHARGE IS TO BE MADE TO AN EXISTING SEWER. 13. AT THE CONTRACTOR'S OPTION, ALTERNATE METHODS OF TREATMENT OF CONSTRUCTION STORMWATER RUNOFF MAY BE PROPOSED FOR USE FOR TEMPORARY SEDIMENTATION. THE PROPOSED ALTERNATE METHODS MUST MEET THE EFFLUENT QUALITY OUTLINED ABOVE IN NOTE 12. ANY ALTERNATE PROPOSED METHOD OF TREATMENT SHALL MEET THE REQUIREMENTS OF THE LATEST STORM WATER POLLUTION PREVENTION PLAN PREPARED BY RETECH. THE CONTRACTOR SHALL SUBMIT THE ALTERNATE METHODS FOR REVIEW AND APPROVAL PRIOR TO BEGINNING WORK. 14. INTERCEPTOR SWALES SHALL BE LOCATED ABOVE THE TOP OF THE SLOPES AND FILTER FENCES SHALL BE LOCATED AT OR BELOW THE TOE OF SLOPE, EXCEPT AT OUTFALLS WHERE FILTER FABRIC FENCE SHALL ALSO BE LOCATED ABOVE THE OUTFALL SLOPES. 15. INSTALL SITE LANDSCAPING TO STABILIZE THE SITE. 16. CLEAN STORM DRAINAGE SYSTEMS (CATCH BASINS, MANHOLES AND PIPES) AND REMOVE TEMPORARY EROSION CONTROL FACILITIES AFTER THE CITY HAS APPROVED THE PERMANENT STABILIZATION AND IS SATISFIED THAT THERE IS NO LONGER A RISK OF EROSION. 17. WHEN GRADING OPERATIONS ARE COMPLETE OR DIRECTED BY THE OWNER'S REPRESENTATIVE, REMOVE CONSTRUCTION ACCESS AND INSTALL APPROVED PERMANENT LANDSCAPING TO ALL EXPOSED SOILS. 18. REPLACE AND/OR REPAIR ALL SURF ACES OR FEATURES TO REMAIN THAT WERE DAMAGED DURING CONSTRUCTION. Figure VIII-1 b: Civil Notes Sheet 1 19. SUGGESTED CONSTRUCTION SEQUENCE: A. STOCKPILE TEMPORARY EROSION AND SEDIMENTATION CONTROL MATERIALS ON SITE. B. INSTALL SEDIMENT BARRIER AND SEDIMENT CATCHMENT AREAS, C. INSTALL CATCH BASIN INSERTS, D, INSTALL A BAKER TANK SYSTEM, E. REMOVE SITE PAVING AND CURBS, STRUCTURES AS INDICATED. F, ROUGH GRADE SITE AND AMEND EROSION CONTROL FACILITIES AS REQUIRED, G, CONSTRUCT SITE IMPROVEMENTS, H. MAINTAIN TEMPORARY EROSION AND SEDIMENTATION FACILITIES DURING CONSTRUCTION AND AMEND AS NECESSARY TO PREVENT EROSION AND SILT-LADEN STORM WATER FROM DISCHARGING OFF THE SITE, I. INSTALL SITE LANDSCAPING TO STABILIZE THE SITE, J. CLEAN STORM DRAINAGE SYSTEMS (CATCH BASINS, MANHOLES AND PIPES) AND REMOVE TEMPORARY EROSION CONTROL FACILITIES AFTER THE CITY HAS APPROVED THE PERMANENT STABILIZATION AND IS SATISFIED THAT THERE IS NO LONGER A RISK OF EROSION. K, WHEN GRADING OPERATIONS ARE COMPLETE OR DIRECTED BY THE OWNER'S REPRESENTATIVE, REMOVE CONSTRUCTION ACCESS AND INSTALL APPROVED PERMANENT LANDSCAPING TO ALL EXPOSED SOILS, L, REPLACE AND/OR REPAIR ALL SURFACES OR FEATURES TO REMAIN THAT WERE DAMAGED DURING CONSTRUCTION, M, WHEN CONSTRUCTION IS COMPLETED, CONTRACTOR SHALL SERVICE/REPLACE CARTRIDGES OF STORMFIL TERS WITHIN PROJECT LIMITS, INCLUDING EXISTING STORMFIL TERS, AND SERVICE/CLEAN EXISTING STORMCEPTOR, SITE DEMOLITION NOTES 1. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN ALL TEMPORARY BARRIERS AND SECURITY DEVICES AS NECESSARY FOR THE PROTECTION OF THE ADJACENT PUBLIC IMPROVEMENTS WITHIN THE STREET RIGHT-OF-WAYS, 2, THE CONTRACTOR SHALL OBTAIN ALL REQUIRED CITY OF RENTON DEMOLITION PERMITS BEFORE COMMENCING DEMOLITION, 3,SITEDEMOLlTlON SHALL BE IN ACCORDANCE WITH THE APPLICABLE CONDlTlONS OF THE PROJECT'S DEMOLITION PERMIT. 4. THE CONTRACTOR SHALL COORDINATE THE REMOVAL, ABANDONMENT AND/OR CAPPING OF EXISTING UTILITIES WITH THE APPLICABLE UTILITY AGENCY, INCLUDING BUT NOT LIMITED TO; A, EXISTING WATER CONNECTIONS (CITY OF RENTON), B, EXISTING NATURAL GAS CONNECTIONS (PUGET SOUND ENERGY), C, EXISTING TELEPHONE CONNECTIONS (QWEST AND/OR AT&T), D, EXISTING STORM DRAINAGE AND SANITARY SIDE SEWERS (CITY OF RENTON), E. EXISTING POWER CONNECTIONS (PUGET SOUND ENERGY), 5, EXCAVATION FOR REMOVAL OF FOUNDATIONS, SLABS ON GRADE AND UTILITIES SHALL BE IN ACCORDANCE WITH THE PROJECT'S GEOTHECHNICAL ENGINEERING REPORT BY SOIL AND ENVIRONMENTAL ENGINEERS, INC, DATED 04/20/15, THE CONTRACTOR SHALL COMPLY WITH THE REPORT RECOMMENDATIONS FOR TEMPORARY CONSTRUCTION SLOPES AND SHALL NOT EXCEED THOSE SLOPES WITHOUT PRIOR APPROVAL OF THE GEOTECHNICAL ENGINEER, 6, CAP OR PLUG UTILITY SERVICES AT THE LIMITS OF EXCAVATION OR AT THE LIMITS OF DEMOLITION, UNLESS NOTED OTHERWISE, 7, CONTRACTOR SHALL VERIFY THAT ALL TELEPHONE AND COMMUNICATIONS WIRES AND CONDUCTORS HAVE BE DECOMMISSIONED PRIOR TO REMOVAL OF COMMUNICATIONS AND TELEPHONE DUCTBANK CONDUITS AND VAULTS, 8, CLEAR AND GRUB ALL LANDSCAPED AND NON-PAVED AREAS WITHIN THE LIMITS OF WORK, 9, DEMOLITION ASSOCIATED WITH ELECTRICAL LINES AND APPURTENANCES SHALL BE COORDINATED WITH THE ELECTRICAL DRAWINGS, DEMOLITION FOR SPECIFIC ELECTRICAL ITEMS INDICATED ON THE DEMOLITION PLANS SHALL NOT BE CARRIED OUT UNTIL POWER SOURCES TO THE ITEMS INDICATED FOR REMOVAL HAVE BEEN MADE SAFE, 10, REMOVE EXISTING CONCRETE WALK TO FULL DEPTH, BASE COURSE MATERIAL MAY REMAIN, 11. REMOVE EXISTING ASPHALT CONCRETE PAVEMENT TO FULL DEPTH, BASE COURSE MATERIAL MAY REMAIN, 12, PROTECT ALL EXISTING STRUCTURES AND FOUNDATIONS TO REMAIN WITHIN THE LIMITS OF WORK DURING CONSTRUCTION, CONTRACTOR SHALL PROVIDE SHORING AS REQUIRED IN ORDER TO NOT IMPACT EXISTING STRUCTURES, LANDSCAPING AND FOUNDATIONS, 13, PROTECT ALL EXISTING UTILITIES INDICATED TO REMAIN FROM DAMAGE AT ALL TIMES DURING CONSTRUCTION, CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AS REQUIRED TO ENSURE ADEQUATE PROTECTION OF UTILITIES TO REMAIN AND THEIR APPURTENANCES, CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF DEMOLITION OPERATIONS AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES, 14, SEE LANDSCAPE DRAWINGS FOR TREE PROTECTION, INSTALL ALL TREE PROTECTION PRIOR TO STARTING ANY OTHER WORK, 2 3 STORM DRAIN NOTES 1. INSTALL CATCH BASIN INSERTS UNDER ALL CATCH BASIN AND AREA DRAIN GRATES IMMEDIATELY AFTER INSTALLATION, SEE TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES, 2, TOP ELEVATION FOR ALL CATCH BASINS WITH SOLID COVER SHALL MATCH FINISH GRADE. 3, UNLESS NOTED OTHERWISE, THE CONTRACTOR MAY USE ANY COMBINATION OF PREFABRICATED FITTINGS (TEES, BENDS AND WYES) AT LOCATIONS WHERE STORM CONNECTION POINTS OF INTERSECTION (PI) ARE INDICATED. PREFABRICATED FITTINGS MAY BE ADJUSTED AS REQUIRED TO MAINTAIN POSlTIVE SLOPE AND DRAINAGE. WHERE SPECIFICALLY INDICATED, THE CONTRACTOR SHALL PROVIDE THE FITTINGS AS SHOWN, 4, COORDINATE POINTS SHOWN FOR ALL CATCH BASINS ARE TO THE CENTER OF THE FRAME AND GRATE, UNLESS NOTED OTHERWISE, 5, CATCH BASINS ARE TYPE 1, UNLESS NOTED OTHERWISE, 6. BACKFILLING SHALL BE IN ACCORDANCE WITH CITY OF RENTON STANDARD 220.00 AS APPLICABLE, FOR STORM DRAIN, 7, LENGTHS OF PIPING SHOWN ARE FROM CENTER OF STRUCTURE OR CENTER OF FITTING AND ARE SHOWN FOR INFORMATION ONLY. ALL PIPING SHALL BE INSTALLED AT THE LOCATION SHOWN ON THE PLANS AND LOCATED BY COORDINATES OR DIMENSIONS, FOUNDATION DRAINAGE NOTES 1. FOUNDATION DRAINS SHALL BE SLOPED AT A UNIFORM GRADE BETWEEN INVERT ELEVATIONS SHOWN, MINIMUM SLOPE OF FOUNDATION DRAINS IS 0.20 PERCENT UNLESS NOTED OTHERWISE. 2, UNLESS NOTED OTHERWISE, THE CONTRACTOR MAY USE ANY COMBINATION OF PREFABRICATED FITTINGS (TEES, BENDS AND WYES) FOR INSTALLATION OF THE FOUNDATION AND UNDERSLAB DRAINS, PREFABRICATED FITTINGS MAY BE ADJUSTED AS REQUIRED TO MAINTAIN POSlTlVE SLOPE AND DRAINAGE, WHERE SPECIFICALLY INDICATED THE CONTRACTOR SHALL PROVIDE THE FITTINGS AS SHOWN. WATER AND SEWER NOTES 1. WATER LINES 3" AND LARGER SHALL BE RESTRAINED JOINT. 2. WATER LINES 10" AND LARGER SHALL HAVE A MINIMOM'CC"JVEROF"'4FEET. WATER LINES SMALLER THAN 10" SHALL HAVE A MINIMUM COVER OF 3 FEET, 3. BACKFILLING SHALL BE IN ACCORDANCE WITH CITY OF RENTON STANDARD 220.00 AS APPLICABLE, FOR SEWER AND WATER, 4. LENGTHS OF PIPING SHOWN ARE FROM EDGE OF STRUCTURE OR CENTER OF FITTING AND ARE SHOWN FOR INFORMATION ONLY. ALL PIPING SHALL BE INSTALLED AT THE LOCATION SHOWN ON THE PLANS AND LOCATED BY COORDINATES OR DIMENSIONS, 5. MAINTAIN A MINIMUM OF 12 INCHES CLEAR AT CROSSINGS WITH UTILITIES OTHER THAN SANITARY SEWER LINES, WATER LINE SHALL PASS UNDER THE OTHER UTILITY IF THE MINIMUM SPECIFIED COVER CANNOT BE OBTAINED. TOP ELEVATION FOR ALL UTILITY VAULTS SHALL MATCH FINISH GRADE, SLOPE VAULT LIDS AS REQUIRED, SITE AND PAVING NOTES 1. DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. 2, EXTERIOR CONCRETE PAVEMENT JOINTS SHALL BE CONTROL JOINTS WITH A MAXIMUM SPACING OF 15 FEET ON CENTER. PAVEMENT PANEL LENGTH TO WIDTH RATIO SHALL NOT EXCEED 1.25, AT THE CONTRACTOR'S OPTION, THE CONTRACTOR MAY SUBSTITUTE CONSTRUCTION JOINTS FOR CONTROL JOINTS. ALL JOINTS SHALL BE COORDINATED WITH THE LANDSCAPE PLANS. 3, APPLY A BITUMINOUS TACK COAT AT ALL LOCATIONS WHERE ASPHALT PAVEMENT ABUTS ANY BUILDING STRUCTURE, UTILITY APPURTENANCE OR OTHER PAVEMENT TYPE. 4. CONCRETE FOR EXTERIOR SITE FACILITIES, INCLUDING CURBS, SIDEWALKS, PADS, THRUST BLOCKING, FENCE POST AND BOLLARD FOUNDATIONS, RAMPS, AND UTILITY STRUCTURES SHALL BE)N ACCORDANCE WITH SPECIFICATION SECTION 033000, "CAST-IN-PLACE CONCRETE AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. MAXIMUM WATER/CEMENT RATIO SHALL BE 0.45 AND CONCRETE SHALL HAVE 5 PLUS OR MINUS 0.5 PERCENT AIR ENTRAINMENT. CONCRETE FOR SITE RETAINING WALLS SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 033000, "CAST-IN-PLACE CONCRETE" AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS, MAXIMUM WATER/CEMENT RATIO SHALL BE 0.45 AND CONCRETE SHALL HAVE 5 PLUS OR MINUS 0.5 PERCENT AIR ENTRAINMENT, 5. PROVIDE AN EXPANSION JOINT AT ALL LOCATIONS WHERE CONCRETE WALK AND CONCRETE PAVEMENT ABUTS STRUCTURAL FOUNDATION, COLUMN OR WALL AND FIXED OBJECTS, GRADING NOTES 1. SPOT ELEVATIONS ARE TO TOP OF PAVEMENT, GUTTER ELEVATION OR FINISHED GRADE UNLESS NOTED OTHERWISE. 4 , " s~c PMnNEI,SH P, lelC 110 UNIOee, C);ITE .300 SlJ\TTL=:, "NA 9810: ~OG 9/.3 170C ~I\(;P I'll, T~E~SHIP. cm/, MAGNUSSON KLEMENCIC ASSOCIATES Structural + Civil Engineers 100% DESIGN Drawing Title NOTES Drawing scales indicated apply to 30" x 42" drawing sheets. Scale may not be accurate if drawing plots are less than this size. Revisions Number Description Date Drawn by TOY Checked by SDH Date 07/20/2015 Project No 212033 Consultant Project No Owner Project No Drawing No C1.02 D c B A SURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS (COR) 1. BEFORE ANY CONSTRUCTlON OR DEVELOPMENT ACTlVlTY OCCURS, A PRE-CONSTRUCTlON MEETlNG MUST BE HELD WITH THE CITY OF RENTON PLAN REVIEWER. 2. ALL CONSTRUCTlON SHALL BE IN ACCORDANCE WITH THE 1996 STANDARD SPECIFICATlONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTlON PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATlON (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. 3. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN THE PUBLIC WORKS DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTlLITY SECTlON. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTlON IS IN PROGRESS. 5. DATUM SHALL BE NAVD 88, UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 6. ALL SEDIMENTATlON/EROSlON FACILITIES MUST BE IN OPERATlON PRlOR TO CLEARING AND BUILDING CONSTRUCTlON, AND THEY MUST BE SATlSFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. 7. ALL RETENTlON/DETENTlON FACILITIES MUST BE INSTALLED AND IN OPERATlON PRIOR TO OR IN CONJUNCTlON WITH ALL CONSTRUCTlON ACTlVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTlLITY SECTlON. 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTlLITY SECTlON. 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATlON IN ACCORDANCE WITH SECTlON 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATlON FOR ROAD AND BRIDGE CONSTRUCTlON. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTlON OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYEILDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "c" WITH THE EXCEPTlON OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED Tb A MINIMUM 95% FOR PAVEMENT AND STRUCTURAL FILL AND 90% OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6 INCHES OVER AND UNDER PVC PIPE. 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT 1*1 OR BETTER INSIDE AND OUTSIDE. 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. -12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. -" " 13. OPEN CUT ROAD CROSSINGS THROUGH EXISTlNG PUBLIC R[GHT-OF-WAY W[LL NOT BE ALLOWED UNLESS SPEC[FICALLY APPROVED BY THE CITY OF RENTON PLANNING/BUILDING/ PUBLIC WORKS ADMIN[STRATOR. 14. ROCK FOR EROSlON PROTECTlON OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATlONS: 4-TO 8-INCH ROCK / 40% TO 70% PASSING 2-TO 4-INCH ROCK / 30% TO 40% PASSING LESS THAN 2-INCH ROCK / 10% TO 20% PASSING 15. ALL BUILDING DOWNSPOUTS AND FOOTlNG DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTlON. AN ACCURATELY DIMENSlONED, CERTlF[ED AS-BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 16. ISSUANCE OF THE BU[LDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTlNUING LEGAL OBLIGATlON AND/OR LIABILITY CONNECTED W[TH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATlON FOR THE PROPER FUNCTION[NG AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEV[CES, PROTECTlVE EQUIPMENTi' FLAGGERS, AND ANY OTHER NEEDED ACTlONS TO PROTECT THE LIFE, HEAL H, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFF[C FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATlON SYSTEM DIVISlON. ALL SECTlON OF THE WSDOT STANDARD SPECIFICATlONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATlON [S WITHIN THE AQUIFER PROTECTlON AREA (APM. EROSION CONTROL NOTES (COR) 1. BEFORE ANY CONSTRUCTlON OR DEVELOPMENT ACTlVITY OCCURS, A PRE-CONSTRUCTlON MEETlNG MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATlON PRESERVATlON AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 3. ALL REQUIRED SEDIMENTATlON/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATlON PRlOR TO LAND CLEARING AND/OR CONSTRUCTION TO ENSURE THAT SEDIMENT-LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSlON AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATlSFACTORY CONDITION UNTIL SUCH TlME THAT CLEARING AND/OR CONSTRUCTlON IS COMPLETE AND POTENTlAL FOR ON-SITE EROSlON HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THE DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTlCIPATED SITE CONDITIONS. AS CONSTRUCTlON PROGRESSES AND UNEXPECTED OR SEASONAL CONDITlONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATlON CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTlON, IT SHALL BE THE OBLIGATlON AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 5. APPROVAL OF THE EROSION/SEDIMENTATION CONTROL PLAN DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTlON FACILITIES. 6. DURING THE TlME PERIOD OF OCTOBER 1ST THROUGH APRIL 30TH, ALL PROJECT DISTURBED SOIL AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE TO BE LEFT UNWORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTlC COVERING. 7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETA TlON AND WHERE NO FURTHER WORK IS ANTlCIPATED FOR A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTlNG, OR OTHER APPROVED EROSlON CONTROL TREATMENT APPLICABLE TO THE T[ME OF YEAR. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. 8. FOR ALL EROSlON/SEDIMENTATlON CONTROL PONDS. WHERE THE DEAD STORAGE DEPTH .EXCEEDS 6 INCHES, A FENCE-IS REQUIRED WITH A MINIMUM HEIGHT OF THREE (3) FEET, 3:1 SIDE SLOPES. 9. A TEMPORARY GRAVEL CONSTRUCTlON ENTRANCE, 24 FEET BY 50 FEET BY 8 INCHES OF 4-TO 6-INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. Figure VII 111.1 c: City of Renton Notes Sheet 1 2 . , ,-- - 3 4 SRG F'/·.Rr':ERSHIP, II~C 110 ~NIGi', SUITE 300 SI--~ATTI_E, IIVA 9810: 7Gb ~)/~5 1700 MAGNUSSON KLEMENCIC ASSOCIATES Structural + Civil Engineers 100% DESIGN Drawing Title NOTES Drawing scales indicated apply to 30" x 42" drawing sheets. Scale may not be accurate if drawing plots are less than this size. Revisions Number Description Date Drawn by TOY Checked by SOH Date 07/20/2015 Project No 212033 Consultant Project No Owner Project No Drawing No C1.03 , _I D c B A NOTES: 1. SEE SHEET C1.01 FOR GENERAL NOTES, LEGEND, ABBREVIATIONS, AND DRAWING LIST. 2. SEE SHEET C1.02 FOR TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES. INTERCEPTOR SWALE COR STD DETAIL 217.10, TYP --- ------------ STABILIZED CONSTRUCTION ENTRANCE COR STD DETAIL 215.10, SIM -----...".,.,.-...-, , \ ..... SEDIMENT BARRIER, TYP----___ ....--. .--- ----------- . ~-, ~ SEDIMENT 3 .... . CATCHMENT C2.01 C3.01 AREA, rYP / " ! .... 11 __ '_ ------gr ( L. r-... '.. r" -::.:".:l ~ ' ......... ______ J\.---------..r-"'I.---l.-- BUILDING SETBACK, '\ LOCATED BY OTHERS ~ LIMITS OF WORK, TYP I I I I I I I I I I I I I I I I I I I I I I I , I I i I I r I I I I L-l Figure VI 11 .. 1 d: TESC Plan Sheet 1 2 CATCH BASIN FILTER COR 21:30: ~~~ WHEEL WASH AREA --":l t2J SANDBAG BARRIER cG110 1 ----, --------I --~-r I r" I I I I I .-_-.. _---I--t.· -.{~- ---. I. \.. \ _.::J I I \ _--. I .' _---. I \ ~------. L~ t2J .- 20 10 o I scale 1" = 20' 3 4 20 40 ! feet S~G PARnERSHIP, 1!~C 110 UNlocl. SUIT:: :,00 SF.ATTLE, \'VA 981 m 206 973 1700 SRGP f.~T'!E~SHIP.COH MAGNUSSON KLEMENCIC ASSOCIATES Structural + Civil Engineers 100% DESIGN Drawing Title TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN Drawing scales indicated apply to 30" x 42' drawing sheets. Scale may not be accurate if drawing plots are less than this size. Revisions Number Description Date Drawn by TOY Checked by SOH Date 07/20/2015 Project No 212033 Consultant Project No Owner Project No Drawing No C2.01 D c B A 15" MIN FROM LP OF SEDIMENT CATCHMENT AREA EXIST GRADE / WRAP IN GEOTEXTILE ~----=~./ FABRIC GRAVEL FI LLED SANDBAGS, PACKED TIGHL TY SANDBAG BARRIER NTS TRENCH Zo -w ~ en -~ <:ow SEDIMENT BARRIER NTS Figure VII 1 ... 1 e: TESC Sections and Details 1 2 -t.(") o f- 1"x1" WOOD STAKE AT 6'-0" OC MAX CONT 10"¢ PRE-MFR STRAW WATTLE Z Sicr:: -l = 0 N MIN WATER SURFACE EL, NO PUMPING WHEN WATER SURFACE IS AT OR BELOW THIS EL SEDIMENT CATCHMENT AREA NTS 3 DISCHARGE - PUMP AND MOTOR EXI STI NG DRI VEWA Y 4 SRG F'AR-NF:RSHI-. INC 1 '0 UNION. SUITl JOO SEATTLE, WI" 9b'101 206 973 1700 SRGPART,\JEf~SH 11-', COM MAGNUSSON KLEMENCIC ASSOCIATES Structural + Civil Engineers 100% DESIGN Drawing Title SECTIONS AND DETAILS Drawing scales indicated apply to 30" x 42" drawing sheets. Scale may not be accurale if drawing plots are less than this size. Revisions Number Descriplion Date Drawn by TOY Checked by SOH Date 01120/2015 Project No 212033 Consultant Project No Owner Project No Drawing No C3.01