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252'-4" A.I G D E F G H 0) J I< L N 0 p 10 '-6" 13B'-I '1'-0" 29'-4" 22'-B" 2G!'-10" \0'-10" ICf'-4" 10'-B" l','-4" 10'-B" l G!'-4" 10'-8" IS'-4" 9'-4" 9'-4" q"-0" 20'-4" r 13'-I" q'-1" IB /SLOPE DN \ ~ALIGN ~ ,.a.-----.---,,.---,..... ______ --------, I I I I ( 22 )/ - () - - 20' ?" A .... -,, 8" / '1EETING HALL i224AI 2' 8\ 20'-0' 2' 8" A D~B G I / 20'-0" Cj'-0" ~ 12'-6" LOBBY /LOUNGE I 204_] -------· ,----~ - +---'--::l --~,,~·-~5-" ___ ,., t'.4> I ' I 1//// '/ / / / () C) N . ' () "' '. ' N I '-2"-- 1 '-2"-- _,J_e ) --.,.,---------""--" I/ .. t'-2" /i'-2" C I 1// / "///V ////// "12'-6" - GALLERY A l20Q_~j 1///// ---' E ~ (SLOPEDN• SIM:'(/ . -~ ---r-= _0 I U ////// / / /// //////// / ---------------~ • , -@] ,' ........ -~)!!!<Y K 1---""* ---i-r---r--t,1!--;'°'""-----i--,,,,, -L::J-< --------,1--'-Jb=---"-... ~ I 'N -.. ~ ~ ~ )e-&@J~ ~ c 2 s '!1 ,~ @J I ~ 12'-6" I o / EU['0T0R 1111J-0 111 ; 13 v'. B'-IO" _..-,T/ELEGJ _ -Gl O ~Tl ORA,;,E r= ~ n~ I ~-___ ii ~ 0 f 224 B lll ' ...... .... ... ... ' ...... ...... ... I ', STAIR NO. ', ...... J@2 ...... 12031 ... ... lilii,,. ... 2 .5 ~... I ...... ' ·-----~~ -------------------------------·--· . ----. -------------...,, t: ~) \( 222 Al USED : ' '--.r:\ ... ~/ I ,· OPEN TO BELO)"II t; y ~ I BIKES F 41 F 41 rr---•,___S'_-B~"--ll ~TYP. ... ~ / I/ 1 1-2ID [20S i C,01] , -A --l-----i-------,---------,,----;::::;--11,,~~--m------r,~-~,-i----1--------jff------i--7:':--------r-------i------------j-----r--------j------------t--------t----·--------;~tf----- 1~ ,~ I ~ d_ 2 A :~ / ( 22c )/ I ~A I TYP. I tl I r: <8> ~ 14!, ~~~;';'fl I A ASS I I I I I I vi DN k ~' t-----Ill> __ ./ f2~2.~oi~ D As',o B ~=E$e~~,3eaJ( ~tie===~,cseaJ ~ 4 ( ® s~I V Vs1t,.,1. s1MY CORRIDOR BVs1H. I/ -I ( 215 )) v G I 206 I I () ' - N I/ ,-, V 'I' ~ STAIR N0.4 I I Fl'=E$e~"'1331 \~NN _ ~ ~ ~ B 1 ~ -r--\.j+ll'Si'v,+-_----''-· 2'°'-2"'2"-"-1-t--'·e--~--t~"11"s-f-----OPERATIONS -J:J 0 \~ ~ ----\1: 7'1c>4~\---. :!;9 \-----+--- ~ 1-----·I-~ I '~PY 1_215] G~;;2.~IOR2H~SI F41 ,,;~~-' ',, NJ I ~ CJI 12'-6" I I I .2TQJ \ I : ---0 2~~ "17 0 ', • I I I I I " ' I ;:., IG -r- d) ,. I I I. --0 I • I FILE ~ \ -ST"Ol<A51=-i-- LnIJ 121 j/ ;;_) \ ', , i,---~I GENERAL 0 \ \\ ,.. 0 i--MANAGER _ ~ _ r -.ri ______ 1·213; -------[p;j_i l.:Ul· V I ~~E~Q~~r·~E~Q~+,~"J11 v L:::: ' h.. 1/ \ Ii BREAK ASSISTANT OFFICE -::-@'M'.~ ~ AREA HANAGER MANAGER RESY:;;J;c;-;,-...\ > L~~?,] i 21_1 _! [" 2·r6 I r-,/ Rod ~ 3 B 1 \ \ C/HJ/ '~/_ - r--p [J: G I/ I I I l'-2'~'-2" I iKl 1 '-Z' ! 9 . ' 7 ·/ ////1// /// I-,.. N I I _) A -_ fu_ -I'------------./ G:;)SIM ...-----·mrmrmmAIRN. l (:1,_6 .. I 11202-DN I~ 1--_..!,,~22t~~~!l:"---;,=c;--I ---=-'>-=F-- 1 0 1 ---GTYP. ·-r-,~---------------·1 GALLERY B l:J ~ '20Q_l;l; . , l'-2':," . 0 --- 1'-2"--"-!Kl 1 ~ r y 1'-2" ~ 12'-6" 11'-2" 1 N, '// //////// ., N 1///Y////////// ///// \. I _) / ~ / - 0 I "--0 - • • I I I I I . - I 0 I I I I I I I I I I I I I \__ ~ I JTYP: I I I I I f=0 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 ) ----",,-( 2 4 J "' +---+----< 4. I 5 I 1 I ~r '////// "~ '/ ;-:-;;\ , -· ---·--.. -.,. ---. ---t------.. ---+;:: --. --.. ~-1--. ---. ---, --.. -----------. --• -----J :.~ ~I-- ///////.1// ' -~~=~=.....;~r11t"7.:' FV4c:--- //////I// ~ / --ri~~r--J-l _______ ~-------\0\ "l ---'-'1-ilO ~ GJ'-0" 4'-0" ~' O" ~'-0" ~O'' -,'-8" 4'-0" ~'-0'' ~'-0" ~O" "'-8"1 4'-0" ~'-0'' <3~'-0" ~O" '?'-8" 4'-0'' ~'-0" ~'-0'' ~O'' "1'-0" +-+l~c_____=1 :',C_j._"'-="-----J<.1--'C'~.. ~+"Jc= 1~=-+----='.,"------+-"=c.__J<S-,='.+1··="'--.1~~"--"-+= ·=1~~=-.j~-.J,..2.:',C_j._-----"""'-----hf.1 -- I --~ TYP. 0 0 0 0 0 0 0 - KEYNOTES CONCRETE SLAB; PER STRUGTURAL. STAINED PER FINISH SGHEDULE. GMU BLOCK V'iALLS; PER STRUGTURAL 4 V'iALL TYPE. J/11.A.LLS PARTITIONS; PER l"IALL TYPES. EXPOSED STEEL GOLUHNS; PER STRUGTUR.AL. 42" INTERIOR GUARDRAIL WI GLASS BALLAST 4 STAINLESS STEEL TOP RAIL; PER DETAILS. 42" EXTERIOR GUARDRAIL w/ GLASS BALLAST 4 STAINLESS STEEL TOP RAIL; PER DETAILS. OUTLINE Of EXTERIOR EXPOSED MET AL CANOPY; PER EXTERIOR ELEVATIONS. 0 EXPOSED METAL STAIRCASE; PER STRUCTURAL. 0 BRONZE GLAD STOREFRONT SYSTEJvf; PER ELEVATIONS. e FIREPLAGE; PER INTERIOR ELEVATION 4 DETAILS. 0 CASEOJIIIRK; PER CASEV'lORK DETAILS. @ LAVATORY GOUNTERTOPS; PER GASEV'lORK DETAILS. e HYDRAULIC FRIEGHT ELEVATOR, PER APPROVED DE:SIGN-BUILD DOCUMENTS. REFER TO FINISH PLAN FOR GLADDING 4 FINISH MATERIALS. e SUPPORT GOLUMN FOR FUTURE JIii.A.LL e TOILET FIXTURES; PER INTERIOR ELEVATIONS .. I I e FLOORING THROUGHOUT; PER FINISH PLAN 4 SCHEDULE. 0 48" X48" ROOF HATCH; PER APPROVED SHOP DRA.V'{INGS 0 SIDE ENTRY CANOPY 0 BUILDING PLASTER, SEE BUILDING ELEVATIONS ~ N C[) DEVELOPMENT PlANNING CITY OF RENTON DEC 2 7 2007 RECEIVED · 1 ,]) SHEET NO. A2.3 r' I I I ----1 I- ,:.' i • • ! 1., I L • I I 1 . ! I I I I I I I I I l I I I i ' ' i 'I ! -I • I I I I I I • .... I I L A.I 22'-8" "l'-0" 20'-4" / CJ'-0" ------------,,, 20 ~-----f_E"~ 20-0· ' ---------;i ~ ', /: • , I I ' ", // I I >< I ' / ' I ' ' I // ,,_ I // ',I _________ :..J SHIPPING RECEIVING 1121 B] GI y PARTS STORAGE :121Al A ~ I I I I , I ~I "' I I ,1 I _J_ 4-- <>•11 I I mt I , I -'i'Jj- "i 1 ii '<) r-at'-J'-c-6D=---< (I) ! ! <>1--- -; G ]1· J1 "11 -Jif-----::;,- 1 I 1 113 ,-__ _ ~-"'\-- I /I 8'-8" ----- UP STAIR N0.4 8'-10" ---------/ lc:=:c3=;il --r ~: IT/EL ir! I __ J2s I I I I SERVICE I MANAGER I IJL6 Gt A • I ~I I I D 4-c:8'-c--!. B I A5."7 I SERVIGE ViRITE-UP l116B: A C RRIDOR 1 113 I D~ -c~~-+---- P • 0 ~--o--I 4·-0--I 6'-0" ___ ,_r A I 6-0' {- (,'<:~~! ~:,\/EL FLOOR PLAN - y C z I I I I" Q I I "uTYP.1 L ____ ___l_ _____ _J SERVIGE BAYS Y-Z l116D! A C GHROME SHOP I 116-AI 0 G G.1 10 '-6" 22'-B" r 13'-I" "l'-1" D 2GJ'-10'' 10'-!0" ,-- I I I F <fl () 252'-4" I '1'-4" --~ I I 0 10'-8" 1'1'-4" 10'-8" j 138'-l 1'1'-4" 10'-B" I CJ'-4" CJ'-4" s I SIM. 6 L-----------, 0_ 4 r-------------~-------------"~~4~ 4 ,--------------------------";.-Jf-'"4'----_0 I I ,----------J ENTRY_~-lf-'>6.L..__+--- LJ91- PARTS MG~ · 121 c I I / ---. / FITTIN(j, \ I 114 I I p MEGH. I 118 ___I 8'-5" p '0 .. 0 14-o-12-8·. 4·-0 I e-o· , I , HAL~Y r_ IY/ -1 BUELL [Jm_1 A I L CONSULTATION 1·,04_; I " ------------------C I I 1 I I I I C PA TS J/'1RITE- I 11 GJ I 5 Ill._' II ', ' TB r-- t~ ~I I / 11 ', ' II ' ._ I I ----------------~ L ____________ _ / II f'-..,.. ----/,'--II -/ ..::_.--s-:''-..,,-f--- 11 I "'-. II / "'-... II / EL VATOR [ JJ1 _ _l C p -H I G RETAIL I 112 1 GASHIER I 112A: 0'1 0 0 ~ , ... II / I I..._ / ,, --z 4 TYP. ,, ---- 111 '"- 111 ',' ...... I ... I 11 ' _ ;"'"It,. 111 ""' 11, 11, A2.5 I ~! \ 12'-3" ~- _I ; Ir" ' \ \ \ \\r© \ \ \ \ \ \ \ \ \ \ \ \ \ 0 \\ BIKE MANAGER l11T] 0 A D<$)6 r---------------------, r------------- 1 I I I I G I I I I I I I ____ bl fgz~~~~~J'--;:::::;-- r I GONSUL TA TION 1-IJQ_J ' I 2 TYP. ~--,,-4'1tt~_,ir-__ -_-__________________ ~ 0-4 ~------------- If\ I f-o--?--l 4--0 ,:;;a·rL4':'2' ? 6-()"L_i>::CO" -t 4':o·,--~--_-0_" --- KEYNOTES I L CONSUL ATION I I ----1 I " I L I " A 4 D 4--:-c'-::-+ B A5."7 I I I GONSULTATION : A [106 I I I : / 5 -----------~ I f----,i,i:l 'a$'2222:~~~~1'---+""D ~ B I --STA1R NQ;-i, -i,=.l<-1>,~e.,.;-' --- _______ J A l ____________ ~ ________ tJu!"'.,.i._...._~,!,,!...,..--d.l's:I 20~ I __ J ____ J -------, I I I I L -------~ SHOl"!ROOM f"IO()'i GONSULTATION L 10'1 : 4 4 A C ~---------------------~ 4 _______ _,,,. REGEPTION 8 ._4 .. UQLJ,.. -~~--,- + ~ T "' F\_A vi r I K f--!Ht / K f--!Ht ~-------------------=-=-j"-tlJ-74-sc---- CJ'-4" I ---r B I I I I I I I I I I 0 - p t:t'-0" 5'-4" f 2 0 2 ----- TOY'lER 1··ro2-···1 -------- ----- --, I I I I I I I I ==:1----l- 0 0 0 0 0 0 0 0 GONGRETE SLAB ON GRADE; PER STRUGTURAL. 0 @ RELOGATED $ MODIFIED GASE)A{ORK; PER GAS~RK DETAILS. 0 FLOORING THROUGHOUT; PER FINISH FLAN $ 5GHEDULE. GMU BLOGK Y'lALLS; PER STRUGUTRAL $ Y'lALL TYPE. Y'lALLS PARTITIONS; PER Y'lALL TYPES. EXPOSED STEEL GOLUMNS; PER STRUGTURAL. OUTLINE OF SEGOND LEVEL; PER PLAN. OUTLINE Of EXTERIOR EXPOSED METAL CANOPY; PER STRUGTURAL $ EXTERIOR ELEVATION. EXPOSED METAL STAIRGASE; PER STRUGTLJRAL . BRONZE GLAD STOREFRONT SYSTEM; PER ELEVATIONS. 0 @ LOGATE "J" -BOX FOR FUTURE GASEY'lORK IN GONGRETE FLOOR. NEY'l LAVATORY GOUNTERTOPS; PER GASEY'IORK DETAILS. HYDRAULIG FRIEGHT ELEVATOR, PER APPROVED DESIGN-BUILD DOCUMENTS. REFER TO FINISH PLAN FOR CLADDING < FINISH MATERIALS. FIRE SPRINKLER RISER EQUIPMENT; PER APPROVED DESIGN-BUILD DOGUMENTS. TYPIGAL SERVIGE BAY LAYOUT, EQUIPNENT TO BE DETERMINED. TOILET FIXTURES; PER INTERIOR ELEVATIONS .. di) I () I ir '< I m () I () di) N I ;,- ~ ~ 4 @ 5 1 1 {I) () "I --"+--ilO DEVELOPMENT PLANNING CITY OF REflTON DEC 2 7 2007 RECEIVED a. u " " ::J ~ " N ~ N ' ' 0 ei 0 ro " " c!'. 2 0 • " " l9 w o' ~ w z M 2 5 ~ z -a~ CJ " .. 2 Oc l9 w " -• 00 ~ c ro Ill w " ro o'. "o llJ " " ' >-< • 0 u c 00 w oN t:; w~ oM •o o" -~ " -· ' ; ! • I ' • . tl) z () ! tl) ' ' 61 i O<'. I :,; a I ]{D -(\ . tu D . )/. ' a ~ ' () I)_ < ' tu a Ir > i 1,1) () --, ~ IL -~ Ii 1 " () -;. a [IJ C () ti ~ _J \) s \[) LL () • < z-1 .(\ z " -W D> --1 w '~ Lij =:, --1 r--i= ill I-~ X I-s:: I.fl " .. r--z ill w Ii tu - '.: ;:::i [IJ iii Z LL () (\ --, SHEET NO. A2.2 -1'.111l..L_O. FINISHED FLOOR ·vo'-o" fill T .0. HEGHANIGAL SGRE~N V34'-5" /lli. T.Q._ PARAPET V30'-2" A T.O. STEEL CHANNEL .,... 25'-0" ~ 'le. Y'IINDOY'I 18'-4" .,.._t,O. STEEL GHANNEL Vf:2'-6" ~ 'le. Y'IINDC>Y'I 5'-10" ~ T.0. FINISHED FLOOR O'O" / r I I I -,- ~ H E D I I - C, ~TYP !\'.:·,'· . ·~ •, . ,,~ ' ' --·----- A.I 6 ... _. , ' ' A T T.O. !v!EGHANIG~~2GREEN $ 94'-5" T.O. PARAPET$ SO' 2" T.O. STEEL CHANNEL~, 25'-o"'l' .'-T.O. STOl3EFRONT ~- 2 23'-0"·'1'°- 10 ···· ... / T.O. STEEL CHANNEL .---L 12'-b"\I' _ 'le. Y'IINDOY'I c, 5' IO"'i' T.O. CONCRETE SLAB$ 0'-0" C.0 ~'.?~!~ ,.;.LEVA TION T , ' _ ,_ 1~ +- I I- # I I # \ I \~ .. -·~-..... ' -,,,·- /;'\ C,.~ : ® ~ E C, I ···- H 2 4--c-"'-="· A4.0 J K ~) 9 I I 0 B y-,\ T.O. ROOF$ ---,---,-,--,---,---,--r-,--,---,-,--,--,---,-,,--,--,,-r-r-r-rr-r-;--,-r--;-,t-t,---,-,--,--,--,-,r-,-,--,r,rt,-rr-r-nrr--r-;--,,---;-t,-,--,-·rr-r--r-r-,-r--r-rt-r-r,-r,--r--r-r,--r-;--,rr-r-n,---;-,r,--,-r-,-,--,-r-,-,--,-r,-,--,-r,-rt;--,r,--,,--,---,--,-,r--,---,-,--,-,-,-,-,--,--,-r,--,--,--r,---,,--,---,---,-,--,---,---,-,--,-,-,-,-,-,-,-,r--rr__,,_-H ------f-------,-------------~==c....,,-1,1- 1 \ V 40'-10" ± f--'--'---'---'~~~~~~~~~~~~~~~~~~~~~~~~'----'--+-'-"~---'---'--Lf-'-~~~~~~~~~~~~~._,___,,lr0 ! r0 T.O. EAVE~ II 4 / Sl'-11" ± 4/ _ T.O. PARAPET$- i---------+i--;+-------l------~LERE;I~~~ ,Lr , - +--t---;--, --j--:-,, /- , , I \ I I 6 TYP. ~ I I I .. -+ ~ ' !J_ I I ~ i I , I~ ~,~1-.~ , , .. ) ~ I I 1,b,,~ I " I !1-_ ~ I I I I ' ~TYP , , , , ~ II I , " I ii I ,.-r-.1 -- / I I \H:c itI:i:l \ I H ~ ~ '~ID ', ' ('\ ~ T ~)-\I "I r1"<~~ \._ _/ .. \ " ' , \ I " 11 ~'---0 , ,~, I --+--+-----+---+--+- "I\" - I " I I 0 " I DD~11 ~, ---+-----+----+-----+----+------+ i ,~ I ,,------21'-6"'!" -_/ T.O. PARAPET JI() KEY NOTES 0 NEJIII METAL PANEL V>IALL SYSTEH WI Y.i" REVELS. / 25'-B"'4' ~OREFRONT c, 25'-0'''7 T.O. STOREFRONT$ 20'-0" T .0. CONCRETE SLAB ,ti 0'-0"'-' 0 NEJ!',1 ALUHINU!v1 STOREFRONT SYSTEM; PER STOREFRONT ELEVATIONS. 0 NEY'! EXPOSED STEEL CANOPY; PER STRUCTURAL. 0 NEr.t AADIUSED METAL PANEL ROOF GAP. 0 NEJIII PREFINISHED BOX RIB METAL PANEL SIDING. 0 NEY'I GROUND FAGE GHU BLOCK Jt'IALL. 0 NEY'! BUILDING SIGN; PER APPROVED SHOP DRAJAIINGS. 0 NEJl',i STANDING SEAM METAL ROOF. 0 NEY"{ EXTERIOR DOOR. e NEY'! EXTERIOR GLASS RAILING wl ALUlv'IINUJYI RAILING. 0 NEJl'I PERFORATED IYlETAL MEGHANIGAL SCREEN. @ NEl"I EXTERIOR GLAZED POSTER BOX .. @ NEV'i METAL DOl"INSPOUT .. 0 NEY'{ ALUMINUM FRAMED GLAZING. MT pl.AflNING DEVi/i'~if AEMTON DEC 2 7 2007 RECEIVED !Q <:) I -1 \fl I ~ SHEET NO. A3.2 _J ------ . ROOF '-10" ± .qi TD 31'- . EAVE 11" ± '~·----- qi~g . PARAPET '-2" r1o_Tg -V25• . STEEL CHANNEL ----,,_ -0" INDOV'l. 4" . STEEL CHANNEL 6" qi TD 12'- . CANOPY 6" ~ - '-- ~ . OVERHEAD DOOR " .DOOR/ 'I-' B'-0 .-.LQ -V1·=0 " INDOJI'{ ' 4. rt ~5'-10" . FINISHED FLOOR qi TD O'-O" r1o. T.O. ROOF ·v-40'-)0"± ,-1,. T.O. EAVE Vs1'-ll"± ~ T.O. PARAPET 90'-0" ~ T.O. STOREFRONT 25'-0" ' ~ T.O. FINISHED FLOOR 0'-0" I - - 1:¢ ' --~ ~ pc;: T"1 Ft~ t,"-, 4 2 3 4 (s 6 (p B "I 10 ·-' . ~ ~ I I I . \ II Gh ~ -----T.O. MEGHANIGAL SGREE~ 34'-5" -I ' ' r ' ..,,,,_ -- ' -~'-,' ' ' _, r·r ' ,--,L ' ' ,~------~ -' ' -' ,~----~-' -T.O. _STEEL CHANNEL$- L ' ' T 25'-0" ' ' ' ' -T ~ ' g :Q ~-, ' :0 ' Cf,_ V'I.INDOY'{ $-r i ~ --' ' I I --~ ~ 18'-4" ~-' I~ ' --' " L .. -;-; 7, . . . . ' . . . . .. . . / I -~ µI I tr: ' ' ' ' I T.O. STEE:L CHANNEL .-1. -TTT h-, -/ ]2'-6"Y I r ~ ' -r '-s EJ.O. CANOPY qi :¢r ' r I :;:¢ :;:¢ h-1-,-' ll'-6" ' T.O. OVERHEAD DOOR A. ' -,---: :I 8'-0" T . -'"* ~ D T.O. DOOR~ -- "-.-"-1 ' ~ ~ T"--r~: 1'-0" -L ¢1 .L,.-l. ',· ' \ \ \ \ ,T \ \ \ --,l-r-' ' ' T.O. CONCRETE SLAB$ I \ -~ ' ' ~ ~ ~ ~ ~ \ ~ ~~ ~ 0'-0" .. (~):~~~:=;~ED V'!E5T ELEVATION A4.0 10 "I ~ 4 I 6 ,r rlrl ~ ~L:J ~ I ~1F-~"'i T.O. PARAPET 0 25'-8"q,' ==J--+.J. ___ L __ ..1. ___ L __ J_ __ _J ___ J1 ___ .L..t~~::::::t:'......ir:... 3 T.O. 1"'AJOR c~~:"~4 ~ ~ ~ ~ ~ '%: \;,--I I* I " * [,;;; I ~ 0 I "I c:::J§l l=I ==:'-"I "'1 ="*I ~ C§l ~ ~ > 0 ~ ~ ~ ~ ~ D1D ~ ~ ~ ~ ~ ~ ~ ~ ~ 1% I ~ ~ ~ ~ I\\ I ~ ' ~ * C I~ ~ ~ nn ~-~~LJ J L"% 'i --~ ~ .. l C KEY NOTES 0 NEIi'{ tv!ETAL PANEL V'lA.LL SYSTEM WI )'2" REVELS. T.O. MINOR CANOPY .. \_ 12'-&"'1' T.O. CONCRETE SLAB$ 0'-0' 0 NEY'! ALUMINU!vf STOREFRONT SYSTEM; PER STOREFRONT ELEVATIONS. 0 NEIA! EXPOSED STEEL CANOPY; PER STRUCTURAL. 0 NEY'! RADIUSED METAL PANEL ROOF GAP. 0 NE.JIii PREFINISHED BOX RIB Jv!ETAL PANEL SIDING. 0 NEYi GROUND PAGE GMU BLOGK V"lALL. 0 NEJA! BUILDING SIGN; PER APPROVED SHOP DRAY'IINGS. 0 NEV"! STANDING SEAM tv!ETAL ROOF. 0 NEV'!. EXTERIOR DOOR @ NE.Yi OVERHEAD DOOR 0 NEr! PER FORA TED MET AL HEGHANIGAL SCREEN. OEI/ELOPMEITT PU\NNING CITY OF RENTON DEC 2 7 2007 RECEIVED . ' I I u) l Z' C) I <I) fu Ii' I I @ Q. u <00 :::J ::i rlN NN 'o ~ C) 0 ' "" z 0 ~ :, l9 w a'~ w z M z s ~ -•-z CJ " -m Oc l9 " . 00 ~' I;;~ " 0 => " ' \;j " " c 00 oN !::; "~ oM I 0 ii ,, 0-rl \ ~ • •• --- ~ - I i I i I I I I <{ rl .. rl " -1 ® -~ - --~ ,--~ -- I I I ' I I ' I I ! I I.. f I~ ~ 1\1,! ; ~ ' ' \) . z Ii~ ! § I -------1 I , z i i Q I I I I ~ ! ~ Q 1z ~ ii~ ii I L ----~· --- 1 ,--- ! ! Io! 1 I r llJ ' r-it<\ -' C) -~ C) '-}: .. r-20 I" -"' -ti i ii§ r'l ~ C) SHEET NO. A3.1 -------------- ... 1 Neighborhood Detail Map SC-ALE, I" = 200'-0" • ,_ ' : ' : : " / / 5Bl " 7 3 N (-1 \ I-~ ---------1 \ j "--_/ ~----- / j / / I- a:: 0 z 4ffll z 0 I- a:: ::, ,v / 6 5 8 5 4B6.3'l :l/4.ZS w a:: I I 3 ,s Q 2 ~-,• ....I iO }f,5 03 <( S.W. a:: I- U) z - 2 47~0 s.w. 39TH ST. ATLAS OF SEATTLE COPYRIGHTED Bi PUBLISHED BY KROLL MAP COMPANY, INC. SEATTLE SCALE' I INCH" 200 FEET ·@'/ ...I --~ t,J ST s "' ~ (41 I E "@5Fc=·c::,oc. ____ .c<"~~3Jl~------ic S.P. LUA-94-064 I Zl-5 ao 80 lJ > <{ a z ...J --·15, 6:" 6 34TH 350.4"/ B I ----, B u 7 N lOU . " ' I ~I ,, ...J 5 0::: ::::> en (Al ,·1 I l ' ' I ' ' ' ~· :1 ,N :~ I 378 -79 I N O I NG 5 2 ST. -!00.05 B 2 ...J <( 0 '' -' tJ .'i tr f -·-I / '' . J; C ~·/ - r L __ ~-~1----~ --------- (3) (2) 2euo (I) 225.99 61.5'l I I -~ " 0 N I DOV'INTOV'IN HARLEY SITE S I TE :I " 4 I : P LA N 3 8 NOTE: KroU Maps are compiled from Official Records and Field Surveys. They ara prnducedlor re(erence use only and no warranty is e)(pressed or implied. PLEASE NOTE: !(roll All•• P•9es are 1ev;,sU o! loo,i ,:,,1ee o ;ear wi<!1 i•~ord lo pM>, shott plo:,, ,ondorninium,, end oo,~rot• \mt!$. Addre,sl!,g anO ,tructuial info•matlon el upd•t•O 1.,, rr,~u•ntly. Thi, map 1, oaµyl1gh10<1 in Mlll farm ar.d con,on,. Repradu«ion In whol• or In pa~, or ttansfortlng into <ilgltal fomi, " prohl~lteO by raw. Copy,;~Ji; 19~/, Kmll M,p Ccn,pany, Inc.· Soo:tle, Wa,Oi11gton. A,1 ,igh!S ,<:Sorvod. LEGEND APPROX. STORIES lI:J HOUSE NUMBER BUILDING D RAILROAD -+-+-,-,-,. L. MAIN THOROUGHFARE ==::;-'. r-TAX LOT NUMBER 00 [ I k ! [ I-~-~'~'~"--, i I 0.46 Ac ® 3.17Ac ® f---------------; 16 ® S.P. 014-81 (31 (2) (I) 5.70Ac. @ no ll081: VAL L 10 (41 b.14 Ae,. 3.31 Ac. ® (4) 5.64 Ac. I @ S.P.113-77 '"' ZM.J'.} ,----~·r------, LI 1° E,1 , ME o ! : 6 C E N T E R I I 1_ I CAMPUS'"" BINDING SITE "~ ~, L-NORTH PLAN Downtown Harle~ -Davidson Renton 3101 E. Valle~ Highwa~ Renton, J/\lashington ct8055 @ :,;0.50Ac 340 @) ---i ' 5 ~,. C.63Ac. i:_,O'uf!t.aY1'} ~ .:t--llLt1-.,... ~ It :'9)S:, . -. S.R 1177127 NOTE: Kroll Maps are compiled trom Official Records and Field Surveys. They are produced tor r-:,!erence.use only and no warranty is expressed or implied. 121 2.JAc. ~ @~I • " " "' "'' TR. 'f' ,I w 3.13Ac.i~ t .. €> TR. A TRACT C 11 Dec.ember, 2001 DEVELOPMeNT PLANNING CITY OF RENTON ARCHITECTURE+ ENGINEERING LLC DESIGN GROUP DEC 2 7 2007 RECEIVED I .,,...---./ / -------------_,,,..,., -I,},\)\\. ,.,,..,.., / I -· __.-,,s Ex1sn11; 20'-o• U'T1Ll1Y ""5EMENT .--, ,,,,;;;>.,,cs / / PER 6)NDIN<, SITTe PLAN, 5f'E CML ~N65 ..--,,,s,~\;fc,s~" // ----------··---------·----------·-·=t-~·-I ---------~------517.61' l ,--~o·--____ --_,,,/? -------=--_--1+1 =_--==---=-=-=---==--=-=-----~-~ L _ _ _ _ _ _ _ _ _ _ =V ___ / f] __ ::~~:r;~ri;w:,._ _ I -."~-----·---~-.. ----. __ _-/-;-fa:::~,:s:~::= . . . t ----.. --~- 1 ~.-----=~-, I ,•ms20unu1YEASEMEN1, _________ ---~-------- 1 --- SSE CIII. "'~"' D ------------------------. $ ' I , I I I I ! i, I §ft/ I I I I I I I I I I I I I I I , I I I ' ~ I I -----,,.11 EXISTINC- 113'-ift' I I LOT 2 EASEMENT AREA, I SEE CIVIL DF!.Ar11NG5 I I I I I I~ I 1 -1, -, I fi I / I D<l5TIN6 10'-Q" l/TIUTY EASEMENT, r-j J I ";;~= ,~: : i i I 115'-o" l'LCTLAND Af<JeA DC5CF<.IPTICN, 5!:E CIVIL DRN1IN1$S- I I I I I I I I / I I I I I I I I I I I I I r I I I I I ~ } ---------~ ~! -~ ------------- ' I ---. ---. -I Lr -- I I ---------1 1i j ------------ I I 11, I ~t~ I I I I ""FUSE,',ND·- 1 ' REC-TC.LINO' I I I I -E>OSTIN6 SHOl"ROOH 4 RETAIL I ~I I/ EXISTING 15'-G' VTILITY f.,,!,.s,EMENT, TO THE CIT(" OF RENTON. L_ _ SEE ctvtL D~N65 __ ·- I I I I I I i ' --~-L---------------,.~~~~~~~~~~¥~ I I D - )- IU _J _J <( > IU I I I ·----·-----·-·----------·--·------··-----r·--·--·-·,J-os,ve"AY ··>ccc -· I I I I I I I ----.iiiiiii,'---fT'=i--1 ,o ,f ~ t.,... -~" Ex!STING 11a·-1ff· WT 0 EASEMENT AREA, SEE CNIL DR.AJAIING5 1 r u u 1 =µ~ ~~OTES r,;_, \ CONGRETE &l~K· PER. C-l\llL ~N65. ~TIN6 1-:\ NEY>! MASON'i=~."( f. 51..AT FENGE; PER PLAN, ELEVAllCtl, ,15E;Gll~S \~ ~gia,,{.A,LJ<~ ro F!EHAIN AS 15; F!EFAIR AS NEC-ES5AR.I PFt!OR TO ~ ON SHEI:T A.I.I. FINAL INSPEGOON. r::\ ILLLMIHATW HARLEY-DAY'IDSON '-BIJELL SJG-NS ON EXJS.llN\7 fu\ f'lf;i'I Ll6HT POLE TO MATCH e.:,,;JSTIN6 ~ POLE MAD51DE 516NA6E; PER SHOP DR/'J"IING-S. \:.:_/ r:'\· NF.JI'\ ASPHALT PAVING LB/EL LU/ E'ASTIN6 ASPHA.LT PAVING: PER /~\ t<.ELOGATI:. EXl&Til'IG LIGHT POLE. PROVIDE IMP.AGT F.f:,IST.ANT \:::_/ GML PR.AYill'I0-5. '--::::.J BAR.RJER AS NEC.ESSAAY. 0 ND'! CCNGR.ETE SIDEY'Vu.J<. Pu'.V.. FOR R.ENTAL Blt'...f: RE1~ r,;;\ 1:.Xf5TIN6 LIGHT POLE; PROTI:CT AS NEC.E;>SAAY TP PF.EV'i:NT LEVEL wl ASPHALT PARKIN6 LOT.. Y.:'../ DAMA<SE DJ~NG GONSTRUGTION. 0 N~ CCN.GRETE PLAZA FVJ3EtJ WI 6" GVRB. @ Nf:i"i e,·• CONGRETE OJP..B; PER C.JVIL DAAJNGS. r;:'-._ NO'i STONE FILLED DRAI.NA6r! PITS; PER FIFGl LEVa FLc.x::R Q l'IEY'I LANDSCAPE; FER. LAND&C-APE ~NGS. 'Q PLAN ,t c.t\llL DR.Al"llNi55 \'.:::./ r:;\ EX1$TlN6 PARKIN6 TO REMAIH A5 15. ~AJF! AS N=Gf:SSARY FOR J::\ E:X1STIN6 CORNER PIN A5 LOG-ATED BY SI.JRVT;'(: PER CML \J TIE IN TO NE.V'i LOT 4 DAMAGE TO OTHER t\Rl:.A.S NOT TION ~ ~N6S. INOIC-ATED ON THIS PLAN AS Rl=F~ENC.E ONLY. DE516tiATED FOR. GONSffi'.JC,nctl OR IJ5W A5 CONSlRUG , STA6!N6 AREAS PRIOR TO FINAL Y"iALK THROJGH. @ EXJSTING ACCESS DRIVE. TO REMAIN. 0 NB'I PAR.KIH6 l5LANC? AAJ5E!7 w/ b" C,1,,/RB. 0 Nm EIKE RAG!<; PER. DET,&JL5 ON SHEET Al.I ~ f'IEY'I 6UILDrNG FOOTPRrNT LOCATION; See CMI.. DRA.Y'llHcS,S fC)R \::::.J C.QF!-NER LOCA T10NS @ ~ST1N6 6UILDIN6 FOf<'.. FJ:MODEL FOC>TPRINT LOCATION. r:;.:-, E:XJSTING ~ J5LE TO REM.A.IN. R.EPAJF! A5 NEC.-E>SARJ PF<:.IOF! TO 'CJ FINAL INSPECTION. 0 Nl::V'\ C.ANOPY. ("""~~~~~~-~~-~~~~~~ e-R~&:l&TINEio-GANO~ e HEl"I ILLUti1NlTE9 tfGtlbt1B'ff 516tl FGFi!. SER.IIGE-G'EFAR-THEN-'f:- f:::\ SERVICE 516N TO BE LOC-ATeD o FAC.-E Of EXISTING BU1LDIN6. -~ ~ - N CD SHEET NO. Al.O _J PEVELOf CITY FEB 2 1 2L .. ., RSCSIVBD ------------------- ------------__ ,-;c-_ ----- ---------------__ ----__ 511.6\' _::_:._ __ ----- 83.38' I --t/-110.0' t --:-----11.---------hl, r- 115'-0" Y'lEILAND ARE.A. DESGRIPTION, REG_ NO. Gi5l 1.200B'l5 ill I i: ,: I~ I " 11: I I I~ 11 I I i Ii I ii I, I I: I 1: : ii I 1! 1: 1 1, I, ~ I ,, I I I I 1: 11 I I " ,, ,, ii! I : Ii ,, IJ I :: ,, Ii I i' ,, I', E:XISITING BUILDING 115,831 SQ FT GROIJND FLOOR 1, '15"1 SQ FT SEC.OND FLOOR \29,1'40 SQ FT TOTAL (E)b'-0" TYP. --tio. ' ' 'I . I ? • () IL li/;_,i f /: ,f1",,--~ ~ LU ' ----·':,-I I u-- ' : I ' I ! I ------------------·----- --------------------- 8 ~~-----------------I ) 161.00' --~ ,) --~~-~-~-=-" ····--1 -------------~--- I ' ' ' ' I ' ' ' ' ' I I I I TIT . ----------· ---. ----r SETBAGK~ I 1s·-o"I ----.. C C ~ -- \ 1 ,, ,[ !i ! I :1 ,, \ ,, ,, 1, 1: 11 ! 11 ,, ,1 11 ii 1, ,, 11 'I ,, ,1 :, 11 Ii ,, ,1 ,1 I 1, !I Ii ,i ' !/ ' ' ,, ii I /, ,, ;'/ ! :, I 'i I i, i !/ ii ! ,[ ,_u=-- I ----f :1 I I L _____ _ FULLY SGR!::ENED REFUSE .A.ND REGYGLING SITE: AREA STATISTICS TOTAL SITE SQ fT, TOTAL BUILDING FOOTPRINT: TOiAL. BUILDING SQ FT: TOTAL SQ FT PAYED AREA: TOT AL SQ FT PARKING AREA: TOT AL IMPERVIOUS SURFAC..E: TOTAL SQ FT U><ND5GAPE AREA: C.ODE REQUIRED L..ANDSC.APE AREA: DIFFER.ENGE: EXISTING 115,831 123,1<=10 151,¥12 \C\6,BS1 354,34G! 16,001 ::I _I ' "' NE~ PROPOSED TOTAL % OF SITE 4B6,IB1 \00% 24,622 140,453 20."1% 31,851 16\,641 12,B3B \10,330 35.0% <-38,03~> 15e,,e,1e, 32.1% 32G!,14B 51S 16,5Bb 3.4% 13,0G!O 3,4G!b -----------------!'- MOTORC..YC-L!: PARKING 252'-4" SHOV'lROOM AND RE:T AIL 24,&22 SQ FT GROUND FLOOR 13,235 Sf SECOND FLOOR 31,B51 SF TOTAL SITE PARKING STATISTICS % / STANDARD PARKIN& STALLS (S'-0" x1B'-O" ), GO!v!PAGT PAF:.l<ING SiAL.L.S (B'-b" X lb'-0'' ): .A.DA AGG. PAR\<.ING STAL.LS: TOTAL PARKING STALLS: GODf: REQUIRED PARKING SPACES: NU!v!BER PROVIDED: C.ODE REQUIRED ADA PARKING SPACES: NUN6ER. PROVIDED: - ' / / / -- EXISTING 401 112 12 531 223 SPAGES 364 SPAGES 8 SPAGE:S 14 SPAGES GENTeR -----,---=-=---=::'.'~_J NEY'< PROPO'SED 2B5 1s 14 (SARE YAN ACGJ 31B NET GAIN/<L.OSS1 <122> <33> 2 <\53> I Cl i/ <( !, () I/ ,, Ii ,, !/ }-'r ,, ii UJ I Ir _\ ' ! r' ! _\ ,, ! ,r I <( :I I > ,, I ,, I :1 I I- II I!\ <( ' ' ii ' ,, UJ ,, 'r 1, ,, I ,, Ii ,I ,, ,·, I/ "'' '··~. OEVELOPM~NT PLANNING CITY OF AENTOM DEC 2 7 2007 RECEIVED (2) \ -:.;, I "'"'I _/ tu I!\ I- & ill Q. Ii () u. B -::, al -• ~ .. ---• Ir" r; - I i i I \!) z y_ ~ 0.. 1 w 0.. -,_ -~ ----- I ' ' <( 0) 0 0) "ill) >-i=D __i iuZ <( ~:s ~ • ~~ •• - ~ I i ' I I I I I ! I I I i I I I I I I I I I I ! \I) I>" ,z ,Ill I~ I @ 'Q I~ I :;3 Q. ii i G :::; I Q -- I ~ I I 0 I ,:: ~ I Ill a z z G I! Ji ill " I C\ tll I i1; () I -· ___ _[_ ___ --- 1 ------.! --- 11 I LUli ! Im- l ~1:,_() I uJ ~ il 9 I \;' (l i 8 ()-i) I D -11 SrlEET NO. L3.0 C -------- 1~~-------83.38' --ce:=-----+/-\ 10.0' r 1 EXISTING 20' RAILROAD EASEMENT Pc.cl r.l)P, 92UOJ0'.!696 ' ,~~l__,~~~k-;;;;~-:;-;;:;;::-;,,.,,,.,.=-~~~'h',--~-~~ EXISTING 20' UTIU rY EASDAE~n, ---------- - ' --- --~------=-.---=-.-~----~ -~-----~-~-~----- L PEP BSP, 9206302696 1--1-- 1 I I-I 1----'-"[ I_ L I t--,-:_-_ ------__ ==--:=---_- I I 1 I ' I ,, I ii I I I I !I I I I I I' I I !: I I I~ I i!: I I II I 11: I I !i I I , I I i: I I I I !: I ,, I 111 I I ii I ,, I I :: I I' I ,, 11: ,, I I 1: I i1 I I :: I I 111 I I ---------+'' I I EXISTING :I I I 11s·-1/-g" I EASE~~;T2AREA, I • , I REc. NO. q602oe,13qq I~ I I I I I :1 I ' l ,1 ,, ,I j~; I I EXISTING 10'-0" UTILITY EASEMENT PER. BINDING SITE PLAN, "12063Q2<=i6 E-+J--_l I I I I ~ ~- 11 t-- I I I 115'-0" Y'IETLAND AREA DESCRIPTION REG. NO. '15112008'15 1 1! ,, ,, 11! I ,, 1! I ,, I 11: I ,, 111 I :! I ' I i I ,I 111 I~ I I ' I I I I I I I I I I I I 11r--y--- '1 :--r 111-1 ,! I i I I I : I ~ I ,: I , I, iii I I FULLY SCREENED REFUSE AND RECYCLING I 1: 1 1 I f---+--------------~1-,-lci: _'_ft-= I L ---- 1 I I -+ +__J_ ____ _ I ~--i~ I EXISTING 113'-lfi" LOT 3 EASEMENT AREA REG. NO. 96020813c::;q I i I I i r··,s1TE FLAN \ --~-) SCALE,30'-0' " l'-0'' -- ' . "-.,,_ . -. EXISTING 20'-0' UTILITY EASEMENT ----PER BINDING SITE PLAN, Cf2063o2 q6 ___ _ _ ___ 511.61' -r ~ -: I : EXISTING l~'-0' PUBL~UTILITY ----= I ! 1 i --,.,--7--- ,./ / ,.,-- -------- ---------,.,--------~ -=---::--...::_ ---- ./" ,./ ,.,-- EXISTING (rr I I I I -1- -1 I l I I I I I I / / LLr ·1-/ I --- / SERVICE EXISTING 20-0" UTILITY EA5Etv1ENT PROPOSED FOR VACATION PER c~+,o,~r """~""°'- ------- -- // % // ~ // // // / // ~ - // // //'., / ) ~ ~ [;; ( ------ ----- -~b.UA=M-+S7..i.~ --------------+ l -~EC. NO. Cf5112CJ'i006 ----------SE.lli8CK--::::::,.,., I , --' I ----_ 15'-0" 0 ' 1 i I ~ ~ --~+-+--f- 1 I I I C',---I.--I----L-__jss--t--f----t--f-----1--s$-f----1--f----+--l ss 1 9, II J c.;,r·-6 ' - 0 0 0 --I ' I -1:· I 0 -,-----[TI_l-~-, -~~~,~~ 8 /~ -. -, r " , , ~·~I ---~~ ~;~ ~1,i::i I I I I i I ~ I I ' ,. 'I ,, ,, ' ,, :1· i, r::i ,, ' ,, I ,, I 'I ,, (Jj-------1' ' -----,,_ r :1 I , ~\~ O If~=%/~L~'.a'.L~ I i 0 11 ii Or~ ~ ~ ~~ I, I ' I Ii U\ ;:; / / / / / ;:; / ---,--- - MOTORCYCLE PARKING 252'-4" - SHOY'{ROOM 1$. RETAIL -- 0 0 KEYNOiES NEY'{ MASONRY -1: SLAT FENCE; PER PLAN, ELEVATION, 4 SECTIONS e ON SHEET Al.I. ILLUM:NATEO HAR.LEY-DAVIDSON 4 B'..JELL SIGNS ON EXISTING POLE ROADSIDE SIGNAGE; PER SHOP DRAY"liNGS. 0 r::\ NEV'l. ASPHALT PAVING LEVEL WI EXISTING ASPHALT FAYING; FER ~ \::_; CIVIL Df<.AY'{INGS. 0 r:\ NEY'I CONCRETE SIDEJ/'!ALK PL,AZA FOR RENT AL BIKE RE11JRN \::__; LEVEL wl ASPHALT PARKING LOT .. 0 NEV'{ CONCRETE PLAV-.. RAISED WI 6" CURB. r::\ NEV'l STONE FILLED DRAINAGE PITS; PER FIRST LEVEL FLOOR ~ PLAN 4 CIVIL D~INGS. @ e 0 I 11 " I I ,,f 1, ,, ii ii ii r::i I ,, I :1 --r, Ii I ,! ---·--15'- !/ I I , 1· D 4'.. () Ii ' I, i i I I ' ' I ! 0 ' "' I 11, I / ! 0 }-- Ul ,,J ,,J <( > I I ,1 ,, '1 !I " ,1 I " 11 ,, I! \---~--'~-' ~,~I; ,1 I ill <fl "' ,~11 ---------1' ~ Ii e I! ' z Q ~ :1 ! 4'.. Ul NEV't CONCRETE SIDEV'-IALK; PER CIVIL Df<.AY'{INGS. EXISTING SIDEY'IALK TO REMAIN AS IS; REPAIR AS NECESSARY PRIOR TO FINAL INSPECTION. NEY'{ LIGHT POL.E TO MATCH EXISTl~G RELOCATE EXISTING LIGHT POLE. Pf<.OVIDE IMPACT RES15TANT BARRIER AS NECESSARY. EXISTING LIGHT POLE; PROTECT AS NECESSARY TP PREVENT DANAGE DUR.ING CONSTRUCTION. NEY't b" CONCRETE CURB; PER CIVIL DRAiNGS. NEV'l LANDSCAPE: PER L,A.ND$C.APE DRAll'ilNGS. 0 ~ ' w ~ w • ~ 0 5'-0" 0 EXISTING BUILDING FOR REMODEL FOOTPRINT LOCATION. EXISTING DRIVE ISLE TO REMAIN. RSPAIR AS NECESSARY PRIOR TO FINAL INSPECTION. NEV'!. CANOPY. REMODEL EXISTING CANOPY. NEV'!. ILLUMINATED HONU\vlENT SIGN FOR SERVICE DEPARTMENT. r::\ EXISTING PARKING TO REMAIN AS IS. REPAIR AS NECESSARY FOR 0 'u TIE IN TO NEV'{ LOT 4 DAMAGE TO OTHER AREAS NOT I 6 DESIGNATED FOR CONSTRUCTION OR USED AS CONSTRUCTION STAGING AREAS PRIOR TO FINAL Yi.ALI< THROUGH. EXISTING GORNER PIN AS LOCATED BY SURVEY; PER CIVIL DR~INGS. INDICATED ON THIS PLAN AS REFERENCE ONLY. 0 8 Nf3AI PARl<ING .. ISLAND RAISED WI 6" a.JRB. NEV'{ BIKE RACK; PER DETAILS ON SHEET Al.1 0 EXISTING AC.CESS DRIVE TO REMAIN. 0 NE/Al BUILDING FOOTPRINT LOCATION. pLANN\NG QE~Ec,'f\''!li"iiENfON DEC 17 1007 RECfJ'{E.0 a. u ::J ::J 0 Cl 0: z " (:) w w z z G z (:) w H lfJ w ~ w => ob v~ -"' ' « ~ 1'/ - ~ • I -.. "': r.;,, - ~ \-- ffi ?i \L _J {L il". --~ ~ ":I- Id t=\l) I- I-~ ::, il:lw <fl <fl iliZ (2) " " oc a N N N N 0 . ' ". 0~ ci -2 M ~~ " " ~· tr; g\ ' 0 " ' ". ~~ w-•" • 0 o• rl ~ rl "" -- --~ ------ @ ~. ••\\ '' •• JI ~v • ! I \ l ' ' ' X 0 >' ~ [Ill w z ~ 'i \) ~ I)'. Cl ~ i DZ Im G -------'r--r-- I Ii ' ' LU I Ill - I ~ ~ () • • IZ () ~ -![O t -6 01 1,c, () - I -I' SHEET NO. Al .0 --' SW 39th ST ~ <( Cl z :J SW 34th ST SW 41st ST @VICINITY MAP C1.Q NOT TO SCALE SURFACE WATER DRAINAGE NOTES S 37th ST S 39th ST VALLEY MEDICAL CENTER 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON PLAN REVIEWER. 2. All CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 1996 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (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 IVRITIEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. DATUM SHALL BE NAVO 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK ANO ELEVATIONS ARE NOTED ON THE PLANS. 6. All SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING ANO BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. 7. All RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH All CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. B. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITIEO BY A LANDSCAPE ARCHITECT AND APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 9. All PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD ANO BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTIOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APIVA CLASS "C", WITH THE EXCEPTION OF PVC PIPE. All TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95% FOR PAVEMENT AND STRUCTURAL Fill AND 90% OTHERWISE PER ASTM 0-1557-70. 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 OR BEITER INSIDE AND OUTSIDE. 11. STRUCTURES SHALL NOT BE PERMITIED 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 D.10 FEET BELOW PAVEMENT LEVEL. 13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY Will NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS ADMINISTRATOR. 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT ANO MUST MEET THE FOLLOWING SPECIFICATIONS: . 4 -B INCH ROCK/ 40 -70% PASSING; 2 • 4 INCH ROCK/ 30 • 40% PASSING; AND LESS THAN 2 INCH ROCK/ 10 -20% PASSING 15. All BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS-BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITIED TO THE CITY UPON COMPLETION. 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PHOVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, ANO ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, 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 TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE IVSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTR(ll SHALL APPLY. "··--- 18. SPECIAL DRAINAGE MEASURES Will BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER \. WATER NOTES 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED ANO MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED !N WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430-7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-555 5. 4. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITIED AT THE PRE-CONSTRUCTION MEETING. 5. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA CllO AND Clll OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH-ON OR MECHANICALJOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITIINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105/A21.5-93 STANDARDS. 6. CAST IRON ANO DUCTILE IRON FITIINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-B7. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/421/4-90. IF FITIINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITIINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWA C110-A21.10-B7 OR ANSI/AWWA C153/A21.53-94. THREE (3) INCH TO 12 INCH DIAMETER FITIINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.B7 OR A 'COMBINATION OF ANSI/AWWA C110/A21.10.B7 AND ANSI/AWWA C153/A21.53-94 SUCH THAT THE PORTION OF THE FITIING WITH A MECHANICALJOINT(S) MAY BE WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE FITIING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10-B7. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITIED TO THE OWNER. 7. GATE VALVES SHALL BE IRON BODY, BRONZED-MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0-RING STUFFING BOX (AWWA CSOO) OR OF RESILIENT SEATED TYPE (AWWA CS09). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A23BO ORM & H. B. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) CONFORMING TO AWWA C-502-85 WITH A 6 INCH MECHANICALJOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5-1/4 INCH, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATILE PATIERN 6 THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 9. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITIED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITIED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. 10. THE 4 INCH PUMPER NOZZLE SHALL BE FITIED WITH A STORZ ADAPTER, 4 INCH SEATILE THREAD XS INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HAROCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATIACHED TO HYDRANT ADAPTER WITH 1/B INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. 11. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43-655 SAFETY YELLOW OR APPROVED EQUAL. 12. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 13. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION. 14. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. 15. ALL IVATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB-AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY. 16. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE ENO. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. 17. All lVATERMAINS ANO SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. All PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEEDS PSI DURING THE 2 HOUR TEST PERIOD. 18. All WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A SD PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. 19. A PRE-CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 20. TWENTY-FOUR (24) HOURS NOTICE Will BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 21. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE All NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 22. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, ANO PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 23. All CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT \VET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. All NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON-SITE PRIOR TO CITY NOTIFICATIONS. 24. INSPECTION Will BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS-BUILT DRAWINGS. 25. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW-OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 26. ALLJOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 27. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUTTO A MINIMUM DEPTH OF TWO (2) INCHES. Oil MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTIERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 28. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. 29. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE All CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE BO PVC PIPE UNDER IMPROVED AREAS. SANITARY NOTES 1. All WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT All TIMES DURIIIIG CONSTRUCTION 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ANO IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRE-CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING All CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE ANO ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER All OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS-BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF B INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE Fill OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS INSPECTOR. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL ANO COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 12. DATUM SHALL BE CITY OF RENTON, 1988 NAVO. 13. All DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTIOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE Will BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETEO ASTM D 3034, SOR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN All DIRECTIONS TO MATCH PAVING. EROSION CONTROL NOTES 1. AS A REDEVELOPMENT PROJECT, SPECIFIC EROSION CONTROL MEASURES ARE LIMITED TO THE PROJECTION OF EXISTING AND NEW INLETS. EXPOSURE OF BARE GROUND Will BE LIMITED TO MINIMUM NECESSARY FOR ONGOING WORK. 2. All WORK SHALL BE PERFIOMED IN ACCORDANCE WITH ANY RULES, REGULATIONS, OR STANDARDS AS REQUIRED BY THE WASHINGTON DEPARTMETN OF ECOLOGY, CITY OF RENTON, KING COUNTY, OR OTHER JURISDICTION HAVING CONTROL OVER THIS PROJECT. 3. DISTURBED AREAS WILL BE PROTECTED AS SOON AS POSSIBLE WITH FINAL SURFACING OR APPROPRIATE MEASURE (BASE ROCK, FABRIC, JUTE MAT). 4. VEHICLES Will BE KEPT OFF NON-PAVEMENT AREAS EXCEPT AS NEEDED FOR CONSTRUCTION. A WHEEL WASH AREA ON EXISTING PAVEMENT Will BE ESTABLISHED AS NECESSARY. SWEEPING OF PAVEMENT SHALL OCCUR AS NECESSARY. 5. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING All BEST MANAGEMENT PRACTICES (BMP) PRIOR TO ANY LAND DISTURBING ACTIVITY AND TO MAINTAIN THE PROPER FUNCTIONOING OF All BMP'S THROUGHOUT THE CONSTRUCTION PREOCESS. THE CONTRACTO SHALL REMOVE ANY TEMPORARY BMP'S AFTER THE COMPLETION OF CONSTRUCTION TO THE SATISFACTION OF THE CITY OF RENTON, WDOE, AND THE ENGINEER OF RECORD . 6. THE CONSTRACTOR IS RESPONSIBLE TO TAKE All NEC[cSARY STEPS TO PREVENT SEDIMENT OR OTHER MATERIALS FROM LEAVING THE SITE AND IS RESPONSIBLE FOR ANY ALN ALL FINES IMPOSED AS A RESULT OF IMPACTS OTO OFFSITE AREAS. •' ___ .,_. ----~----~-----~-~--.-~~---~~~~~~ EXISTING BLDG. 0 a-Ht1-Hm~1-Htfffiffi n 111111111111111-HJillW_j 111 IIW n Uilllllllll 1111 IITTn1111Tl1rrrrU ~ I 111 /I/I// 11 ///// 1lf(wa¥rf :~:1r f:I~l '®' *•+f1lim1111111 I i ~+~, I I ' ' I 1-HtLlliJJ!Lrn 11111 I I ' . ,,, I 111 miru-mmt~G i r:----------------~ I j,~~~--E-~-~-:-el--~ : NEW BLDG. I I I I I I • I I I I I @SITE MAP l.cf NOT TO SCALE EXTRA ., "' -6- EB IOI ®@ D -0- E-- 18] ~ [pJ DJ CPM D 0 ~ ~ ¢ [Ml-{] X .IL c:, LEGEND WATER VALVE HYDRANT WATER METER POST INDICATOR VALVE MANHOLES (SS/SD) CB POWER/UTILITY POLE GUY ANCHOR JUNCTION BOX POWER TRANSFORMER POWER/TELEPHONE VAULT POWER METER TELEPHONE/TV RISER GAS VALVE GAS METER STREET LIGHT LUMINAIRE SPOT ELEVATION SIGN MAILBOX PROPOSED ,. • WM • .... . XX.X' -----W----- CENTER LINES PROPERTY LINES DITCH LINE WATER LINE -----ss ----- -----SD----- G -----UP----- -----UT----- UP/UT -----UTV ----- p -----OHL----- ---o --o --o ---_,_, __ ,_,_, __ ,_ --o-o-a-a-a- ----EOP---- SANITARY SEWER LINE STORM DRAIN LINE GAS LINE UNDERGROUND POWER LINES UNDERGROUND TELEPHONE LINES UNDERGROUND POWER/TELEPHONE UNDERGROUND CABLE TV LINES OVERHEAD POWER LINES OVERHEAD UTILITY LINES CHAIN LINK FENCE WIRE FENCE WOOD FENCE EXISTING EDGE OF A.C. PAVEMENT EXISTING CURB 1' CONTOURS Cl c3 a:: >-w j :; w TYPICAL DETAIL DESIGNATION . .~- DETAIL NUMBER /DETAILS: CIVIL SHEET INDEX Cl.O Cl.1 COVER SHEET SITE PLAN Cl.2 TOPOGRAPHIC MAP C2.0 GRADING PLAN & EROSION CONTROL C3.0 CIVIL SITE DETAIL C4.0 UTILITY PLAN C4.1 DRAINAGE PLAN C4.2 UTILITY DETAILS C4.3 UTILITY DETAILS DEVELOPMslftNT~NING c1TYOf ns DEC Z 7 2007 i!ECEl'IIED 1---w (/) 1--- 2 D:: w Q_ D:: 0 c.. 0 w :::, (/) (/) EXPIRES: 12/14/2008 SIGNATURE DATE: rt. t o1 (/) z 0 (/) > w D:: ~ r.n ~ E-< 0 z CJ~ '=.......,; ::> t:j.......,; ciU >' rn 0 w ',' u_J ~o r.n um z 0 >' .......,; rn E-< ~~ ~ -,: u 62 u .......,; ~ .......,; c-. u 0 ~ '-.. u, ~ ~~ r.n -,: 0 0 - SHEET NO. C1 .0 ~ z -" ~, 0 - ~ ~ z -~ -~ 0 z 0 r u z -W 0 z 0 "' -~ ~ m cc w ~ ,-- co 0 zO I CD CD \:lo ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------" PACC: PROJECT I\JUMBER 07892 DWG FILE: 1 COv[R ,-r-,----S87'50'47"E I I I 83.Ja"' -------- EXISTING 20' RAILROAD EASEMENT I PER BSP, 9206302696 ' -=:1t --- ' I 'h1STING 20' UTILITY EASEMENT -L -~R BSP, 9206302696 ' -- ' I I I I I R~05.87 L=110,21,. ti.=10'25'20 -- -- r - I I 84' +/- / // ------- ----- ------- , / // / / / / / / / / / / / / / / / / / / ---------_ NB7'50'47"W 517.61' -EXISTING 15.00' PUBLIC UTILITY· EASEMENT, REC. NO. 9711140163 --,=h r -- ------ ------ ------ EXISTING 20.00' UTILITY EASEMENT, PER BINDING SITE PLAN, 920630296 , __ -_ =--_--' --• "' . I ~~ "'"' 0 L Z'---L_ -- --------------------~ ------------------- ---------l -- I C I (": I (. I r I I r , , I EXISTING 15.00' UTILITY EASEMENT, C TO THE CITY OF RENTON, -I PER LUA-94-157-LLA, I I I t-+-----148 + /-----lfll-t--i-+.-1 I I I I I I I I I I I I L ~ ~ REC. NO. 9511299006 _J I I I I I I I I I I "' I I ~I~ I I ii~ I EXISTING 113.15' LOT 2 EASEMENT AREA, REC. NO. 9602081399 I EXISTING 10.00' UTILITY EASEMENT, ,-PER BINDING SITE PLAN, 920630296 I I I I I I I I I I I I I I I : I I I I L I ~1 I ;i .. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ) ) ) I I I 115.00' WETLAND AREA DESCRIPTION, REC. NO. 9S11200895 -- --- -- EXISTING 113.15' LOT J EASEMENT AREA, REC. NO. 9602081399 -- i L i I I I I I I I I I I I I I .. -~· I I I I I I I I I I I I I I I I I I I I I I I I I I EXISTING 15.00' UTILITY EASEMENT, r-t--t---------l--TO THE CITY OF RENTON, PER LUA-94-157-LLA, I I I I REC, NO. 9511299006 ----.. ·-- \ -- EXISTING LOT 2 CITY OF RENTON LUA-94-157-LLA 9511299006 TAX LOT 125360-0020 ~----..i REMODEL AREA OF EXISTING BUILDING SERVICE EXISTING 20.00' UTILITY EASEMENT PROPOSED FOR VACATION, PER LUA-94-157-LLA, 9511299006 -+------ -- I I I I EXISTING O' SETBACK EXISTING 15.00' UTILITY EASEMENT, TO THE CITY OF RENTON, PER LUA-94-157-LLA, REC. NO. 9511299006 i....= ----------- --------------- % % j, % % /, % % % % % % % % % % % % % % % % % % % Ylllf--- 1 -- I I I I I ;/ I I I ----------------f--__ _ AGREEMENT REGARDINJ BUILDING LOCATION, REC. NO. · ----...:- F "' F . '- 8 24' ( I "' ' ---,,.. -00 .-< w 0 HORIZ. ® ',ll ',l C C C I C C C I .!Jl 216'-0" NEW HARLEY DAVIDSON SHOWROOM AND RETAIL BUILDING SHOWROOM & RETAIL 11 J. ~ (. / C ,. C C C C I+ JYJ.. I!. y Y!l. 11. ljj Bi> DING SIT I DL. 16/, !fl N/ C' C C C C C C C C C :: ' :: C AGREEMENT REGARDING BUlLDlNG LOCATION, REC. NO. 9511200897 EXISTING FH EASEMENT TO BE VACATED. NEW O'X15' EASEMENT CENTERED ON RELOCATED HYDRANT. -- / @ -- -- 381:cO'j C C C C " C C ' -'~ C C C C C C I n iJy ,- I " C C C C C C J-94'-0' (11) PAR' NG C I l 90'-0" ~ 1 (10) P-ARKI ~G II / / DRIVEWAY -'-'-\--- PLAN 15 30 Scale In Feet EXISTING 40.00' PRIVATE, PERMANENT COMMON INGRESS, EGRESS; UTILITY, DRAINAGE AND TEMPORARY GRADING EASEMENT, PER LUA-94-157-LLA, REC. NO. 9511299006 60 LOT 3 \ FOUND 1-1 /2'' \_ BRASS DISI< "WSDOT 405/016" I I I I I I I I I I ~I I 1-, "'I VJ -----+ N87"50' 47"W --165.00' ---- -------- C C c; 0 " C C C L C C C F f--- -C C C C C C C C ~ "' ·-IS '.6" 1-- ~- " 0 ' "' C - ~ l I 1/ 45' ' 0 w "' • ~p ·o "' "' O' LANDSCAPING "' . "' 5 &:~UTILITY EASEMENT, P /z © REC. NO. 7809250902 • r1 b ' 0 "' ~ (!) z C /13 I ~ ~ :,,! u "{ ,s·~c:..· }.~ EXIST. FH ~-4~;:2\2"'6:+-MW-----f! z I ~ I ! E=1297587.1tllL_--Jj ELEV=24.05 NEW 15'x 35' EASEMENT FOR I PUBLIC WATER LINE AND FIRE HYDRANT @ D ---=to I I I I I I I I I I I I FOUND MAG ~JAIL/ WASHER "HOA #17672" 0 f <D .,., -" "' Cf) "' '<! a, ID J..O C") ,e; <D" 0 ,: ,: ... 0 "' "' Cl) r-....: 0.. w"' -E 0: N I'? E .go~ <( --" 0 z, . -u u . c:: ·-l.n .5 i'2 =U"' 0 c:::: tc? Cf) g' ~ 0 .,., -<D o a,O = (D 0 <D "' >" ~o ci ·-"' u C. Ill ~ C ro ~ E Ui !I SITE PLAN NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF All EXISTING UTILITIES, BENCHMARKS, PROPERTY CORNERS, OR OTHER FACILITIES THROUGHOUT THE CONSTRUCTION PROCESS. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPLACE ANY FACILITY DAMAGED OR DESTROYED DURING CONSTRUCTION 2. THE CONTRACTOR SHALL SCHEDULE AND PERFORM ALL PROPOSED CONSTRUCTION ACTIVITY IN SUCH A MANNER SO AS TO MINIMIZE IMPACT ON TRAFFIC, UTILITIES AND NEARBY BUSINESSES, ALL CONSTRUCTION ACTIVITIY SHALL BE SUBJECT TO INSPECTION BY REPRESENTATIVEDS OF THE CITY OF RENTON AND THE ENGINEER OF RECORD. 3. ANY UNANTICIPATED CONDITIONS ENCOUNTERED DURING CONSTURCTION SHALL BE INDENTIFIED AND REPORTED TO THE ARCHITECT AND ENGINEER OF RECORD IMMEDIATELY, 4. THE CONTRACTOR SHALL REFER TO THE ARCHITECTS PLANS FOR LAYOUT AND GRADES ON All PROPOSED SIDEWALKS, STEPS, HANDRAILS, TRANSFORMER PADS, EMERGENCY EXIT PORCHES, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY SERVICE CONNECTIONS. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO AVOID CONFLICTS AND ENSURE INSTALLATION MEETS ALL APPLICABLE REQUIREMENTS OF THE CITY OF RENTON. DEVELOPMENT PLANNING CITY OF RENTON DEC 2 7 2007 lilECEI\IED f--w U) f-- 2 Cl:: w Q_ Cl:: 0 Le. 0 w 0 U) U) U) z 0 U) > w Cl:: w ~ e- c= e- w w I en z j ~ i:-.::1 E-i """""4 U). . CID a. u :J :i O 00 ~N N' , m 0 CJ ~ ' "00 ct "' (!) ffi w z z " (!) ffi >< U) ii! UJ ~ Ow I:; I u " "' 0 ~ 6~ z M 5 ~ ·-" .. 0. • • 00 ~ ~ '0 "' ~ ~ w ~ ~M ~o 0~ ~-~ .. ~. >' m 0 w " u_J ~o uCD r m [' 0 ........ en ~ ........ <{ 0 0 ~ C: w m ,- "0 ~o I m lO "l 0 SHEET NO Cl .1 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------" PACE PROJECT NUMBER 07892 OWG FILE: P07892-SP ) w • m. oO . " 0 • " " . " 5 " a: S87"50'47"E 83.38' -------- R:a505.S7 L-'110.21 A=1 o· 2s' 20" • ·cc.:.-_ • .,_,,. .. I -. ---- / EXTENT OF WORK AREA AND CURRENT TOPOGRAPHIC SURVEY LOT 2 CITY OF RENTON LUA-94-157-LLA 9511299006 TAX LOT 125360-0020 / / / NB7"50'47"W 517.61' I I I I I I I I I . I " . • -0 mo 1 Po 1:1"' .,,.._ ___________ .!N!Jl8r,7'~5~0'~47~"'.llWL ________ ;_J 165.00' 1 I I I I I I I '(a'i)----------lss---------ss---------I I I I CPUS 504A-45.6 SET MW &_ N=1662B7.031-~--- E=1297762.541 ELEV=21.35 ss---------1-ss---------ss---~---l--~ I '/, ///0". % ;; /, './, /!/ SSMH RIM=:14.13 IE 6'PVC(N ",SW)=24.13 CL CHNL 8 PVC(S,E)=17.18 % % % /, /, /, /, ~ "' CB RIM=22.41 IE 12"CONC(S)=19.96 IE 12"CONC(N)=19.91 I I I I /, ;; ~ ----,_J [ ~ CB RIM=22.6.3 % IE 12'CONC(S)=19.63 :iJI .; I.J.' .11,;•,t'!J.IJ/ .ll'!J.l •it."'"'.; .II / ~ I % IE 12'CONC{N)=19.58 .:J:/11-'Jl.:II • JI, 'II JCIIIJI , , , (A BINDING SITF PLAN} ', /' ll I ~ .. , VOL. 161, p.8 ., , / ; O..,=,,,,,;,j, /, [{I § ~ / I I,, I ' " ---"---. -,,, / -I ,' ,' /, ffi 0 , --... 1 ~ SDMH RIM=21.92 :;; / G:r'-----------....... 1 1 Cfl r ..... • ( ~ I 11 / -==G~:::::::'::;;--------G .,' NI ,1 IE 24 CONC. E):::14.42 ;; ; (il , CP;<S 8" ---!'.'IF""'---""· :..--V-IE 36" CONC.(N)=13.02 /, / , so4A-45.s SET Mwff I 1 , " ~ I / IE 30• coNc.(s)UNABLE TO % ,_,.-,-.J 1 / N=166100.869 ~H . ~ 1 1 \:;11>-..J-+-,·11-·-lf...J I/ MEASURE DUE TO BOX i/' I 1 1 E=1297495.790 \ j 1 1 v ' 1 ASPHALT PARKING \ ELEV=24.21 • \ '' I 11tffl] w I/ ;: I. I ~ ASPHALT PARKING ' I I I 1,, Y/, ; ,0 I , I O I/ ! _% / i \ ~ ; \ i...., 1a:jb / % I '/ \ \ ~ --:-,. 1 EXISTING 15.00' LANDSCAPING / / j ~ ~ ~ 1 I \ CB RIM:::22.68 \A £ / \ & UTILITY EASEMENT, PER ·1.1'11, I I I z I ;.,; :,;,: /!/ , ~ IE 12"CONC(S)=20.23 i;; , / t REC. NO. 7809250902 I , %~ f , --1 7 IE 12·c0Nc(N)=20.1.3 Bi 1 1 1 / ' , _% -q),,.-Q ' I I JI ;/, t '/ 0 \ \ I I I "]l;---\-.f....-~ ;:,,,;:&. I ''"\-....... '..._1 / /' 1-1 -~. , 1 CB RIM .. 22.96 , _ I 1 \10. \ , ~r 1/ -r-, ~ , 11 .... .... / -!E 2·c 11c(s =20. 1 \ [ i i -\ % /, 1 , ..._ / !E 2•c1 NC(N =20.~~ 1 : '' ~ / 'i-t-+'s;i. ·-l--J.--L· 'p -1r-t-:c+'"°'+-I--+-./..... '. irt'--f-+-1 , l \ %: / V \ r..1 11 / \ I I I\, % Cfl r , / V/ I --u,f ---t-+-h-'·--!--.1--/ Cfl Cfl I I- % r ~ ..... ...J·,:,~~ ~ , __ ,,. /.-\ " , , UP----1 r r ,: p ~ I~ ~-hv~@///~,,« ! ,,,, ••. . ) ... I I/ ' CB RIM=21.02 1 -IE 12"CONC.(N)=17.92 " I I ~ /~ ~/,,0 ! 5l ,,/ ASPHALT PARKING '•,," I /// I~~ I ( \ : ;, v.;;'4, "" 7;/ 'Q /;/' . •• / , _/ I ' I ,, v. , , , . SIGN ON 30'; POLE \ ~ / ·~ // ', , / 'RENTON MoTORcYctEs" __ ....1,ai i / 1, ~I/ ~ ,' ·----------if\',! _ CB RIM=20.86 G /' IE r CONC.(SE)-18.46 ",_~.,!.,." 0 .,.__. --I I I I / / './ \ 111 SSMH R\M=24.67-.. /////f / r/ 1 Cfl ---,JI/ 1 1 CL CHNL B"PVC(N,W)-21.27 ~ 2: ' ~ \ en 7 -, \ 1 1 , %1'--~.I'_/ !26 I i1JI ~22 o~ i/ i ----JI : i % V I I I It,,.. JI I ~ !K ;: l L --- 1 I/ 1 ASPHALT PAR~ING _ / ' I 1 ~~~ {('.'. J I ASPHALT PARKING / / \ CB RIM=23.5t I ,: ! W//,c,/, 7 -~ CB IM=2'.23 1 / \ IE 12'CONC{S)=21.06 I ', ,' /////// ' ~ ~ r IE 1 'CON (5)=20.7, ,----' IE 12"CONC(N)=21.01 i o..l 0 / IE 1 ·cm :(N) 20.61 / \ ,' f 1 ' I~ J' ~ / / ' ; ; -I I 1·, / \ / / ' I I I \ ·, .... I / I ' I / I I I \ I --/ I --/ I I I ~ \ ol 11 / 1 , ~ 11 ;:, I I 0 / .......... _ I I I % I """""' /. , ----'.?.,., / CPH,3 ~I Cfl+.li :;, NOVERHANG !E'1 : ~ / ----, , :\/ * 504A-45.3 s...ww-111 r J ~ W/CO C COLUMN ""i/ \ / --' ------_/ v&;fL....+-J......--i-,.1-.N=165902.5~6" ' I ' % in \ / , """' E=1297587.11JL_...j_JI ;::; SUPPORTS (T'T'P.) C::j \ ,1' ELEV=24.05 / I ; ~ I i1 \ /1 ... '>-i"' r : : /)_,~,,.i,..=..,_ • // ~. ~~~ 1 (.) I , -\---------': / 8 1 ; 'FH ':;;I,, CWAlK' _ 875 '\ ~ --/ ~ 1, \~( / CuNOc ' "C. I'' I \ ~--22 = ( li.J ...... ...... § 1-. Cl) w5 ~ :;; " I I NOTE: STORM/SEWER SHOWN HEREON WITHIN EAST VAliEY HWY ARE PER RECORD ASBUILT DRAY!NGS BY HORTON DENNIS DATED 11/1/94 . ...-SSMH RIM=21.60 ) I / CL CHNL 12' PVC.(N,S)=11.85 / j CL CHNL 8' PVC.(l'/)•11.95 ~ .52/44 .I':' ; ' ',, ' ' N ' 'l'- N88'09'5? ~ _..,/ ; I \ \ ---251 \\ \ CB RIM~3.86 _.;;,. '-.... 1 ~ \ 1 \\ I IE 12•c0Nc{~,N) 21.36 _ ,1 ( ......_ ,__.__ ____ .J:!!,WJ-rt~.,--....L----+--_:·~,-::------DRIVEWAY 1 \ , , _ : ~_saMHRIM=21.83 l ~======·=/ ======::::::.::::::±::====' =-='_,~::.;;. ... ___ w~~~~~~~~~:::::::::::::"s~ ....... :::,_-...... -w--,T111JT'W'---./-/----W'------'1\~, ;------'j\'', --,: l::iii=--!j-;_; -.:.......,,J,.w _ __,:I :~ ~~: gg~gJ~?=~~:~; ~ ;----ca--(§;p-=-=_=_=_=_=_= .... =_=_=_=_=_=_=_=_=~=-~:::::-~~~~J~~-:::~_cio:!l~NC r;=-::;,·~L/{'.".,;, __ ='':,:_',,.=_,~-=-= _= _= _~=-~=-= ...,=======·~,:s ==::""'>~),.\ \ ··· ... ";":~~=../=--:-=~-=c~~':!NC,.c~:!!A~Ll{~..,,1-'-;;\--,=~·:;;::~-'.-.j._:i'\b'~~)/~1 ,' r~ ~ " IE 112• CONC.(E)= "-1 ------------------M' L---/ ~.~ / ,:'7 \\. ~ . ~"------CB RIM•21.67 '------2:i--------ti... ',ca RIM=23.31 -'-~~\ ca RIM:::24.os: :/ / ~' IE 12·c0Nc.(NE)=19.47 IE 12"CONC(N)=21.21 -"-' ..,. ~ , , ' ,......_ ., IE 12"CONC{N)=21.56 1 j I --, -SIGN ON 24•; POLE _} 1 I // , ,-. ...__,,../ i LOT 3 . ·ruu. THROTILE' ,.; ~ , @TOPOGRAPHIC MAP C ~ I I I I I I 0 15 30 60 HORIZ Scale In Feet DEVELOPMENT PLANNING CITY OF RENTON DEC 2 7 2007 j;;JECEIVED EXPIRE : 2/14/2 08 SIGNATURE DATE: Z. [/) z 0 [/) > w °' >' rn 0 w 'c u_J ~Cl uCD SHEET NO C1.2 PACE PROJECT 1-.JUMBER 07892 DWG FILE: P07892-TO ~ ~ Q - ~ ~ ~ 0 z 0 0 1'i W 0 z 0 ~ i Flow~ Note: 1. Use 2 stakes per bag. Stakes may be omitted if bags are placed on pavement surface. 2. Overlap all bag joints 6". .. .... [I ~Flow Biofilter bag 7 '-.. ' Stakes INLET PROTECTION LOCATION TABLE LOCATION TABLE 0 CURB RADIUS POINTS 0 N 166191.19 E 1297629.92 0 N 166157.20 E 1297628.83 0 N 166160.42 E 1297528.93 © N 166160.62 E 1297522.43 © N 166129.63 E 1297521.39 © N 166129.46 E 1297526.89 0 N 166095.65 E 1297520.30 © N 166095.28 E 1297525.93 0 N 166126.44 E 1297622.84 @ N 166126.27 E 1297628.02 ® N 166092.46 E 1297621. 75 @ N 166092.28 E 1297626.93 @ N 166061.69 E 1297620.16 @ N 166061.29 E 1297626.19 @ N 166027.31 E 1297625.10 @ N 166027.52 E 1297618.67 ® N 166064.52 E 1297523.81 @ N 166064.70 E 1297518.31 @ N 166030.71 E 1297517.22 ® N 166030.54 E 1297522.72 @) N 165973.12 E 1297569. 96 @ N 165973.00 E 1297573.85 @ N 165981.59 E 1297602. 77 @ N 165981.20 E 1297624.81 . ·•c;. -•... . ... , .. - @) N 165901.24 E 1297622.19 @ N 165901.50 E 1297607.20 ® N 165888.24 E 1297621.78 @ N 165888.35 E 1297615.24 @ N 165888.51 E 1297606.24 @) N 165888.63 E 1297599. 71 @ N 165862.37 E 1297605.35 @ N 165858.83 E 1297605.23 @) N 165849.71 E 1297561.13 @ N 165842.61 E 1297300.50 @) N 165871.96 E 1297299.29 ® N 165885.96 E 1297299.69 @ N 165944.70 E 1297301.37 0 BOTTOM FACE CURB (AC) 0 N 166178.29 E 1297626.50 0 N 166170.29 E 1297626.25 0 N 166173.31 E 1297532.30 0 N 165972.53 E 1297400.43 ~ N 165967.22 E 1297566. 77 ~ N 165972.91 E 1297576.85 -1> N 165849.34 E 1297573.12 ~ N 165837.71 E 1297560. 76 ~ N 165838.42 E 1297537.22 ~ N 165842.06 E 1297417.48 ~ N 165835.29 E 1297374.83 ~ N 165837.62 E 1297300.35 LOCATION TABLE 0 WALL POINTS ( 'i.) 0 N 166174.19 E 1297628. 77 !II N 166177.07 E 1297527.49 @] N 166159.32 E 1297526.91 ~ N 166128.15 E 1297526.04 [!] N 166096.83 E 1297525.03 [I] N 166063.18 E 1297524.20 @] N 166031.86 E 1297523.20 0 N 166003.34 E 1297522.50 [!] N 166009.36 E 1297309.25 ,ic.Q]i= ,N .165960,Jlt .E ,1297307.87-•. --•-· GRADING PLAN NOTES 1. ALL SPOT ELEVATIONS SHOWN ON THE CURB REFER TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 2. THE CONTRACTOR SHALL VERIFY THE SPOT ELEVATIONS SHOWN ON THE SITE CIVIL PLANS WITH THE ELEVATIONS AND GRADES SHOWN ON THE ARCHITECTURAL PLANS TO ENSURE FLUSH GRADES AT ALL DOORS, STOOPS, RAMPS AND ENTRYWAYS. 3. THE CONTRACTOR SHALL ENSURE THAT POSITIVE DRAINAGE IS PROVIDED AWAY FROM ALL PROPOSED STRUCTURES AND THAT THE SITE IS GRADED TO DIRECT STORMWATER RUNOFF INTO THE EXISTING AND PROPOSED STORMWATER COLLECTION AND CONVEYANCE SYSTEM. 4. ALL PROPOSED STORMWATER PIPES ENTERING STORM SEWER STRUCTURES SHALL BE GROUTED TO ENSURE THE CONNECTION IS WATERTIGHT. S. THE CONTRACTOR SHALL FLUSH AND CLEAN All DEBRIS AND SEDIMENT FROM THE STORMWATER COLLECTION, CONVEYANCE, TREATEMENT AND ATIENUATION FACILITIES PRIOR TO THE COMPLETION OF THE PROJECT. 6. ANY EXISTING STORMWATER COLLECTION, CONVEYANCE, TREATEMENT OR ATIENUATION FACILITY TO REMAIN AND BE CONNECTED TO SHALL BE INSPECTED BY REPRESENTATVIVES OF THE CITY OF RENTON AND THE ENGINEER OF RECORD TO DETERMINE IF ANY FACILIITIES NEED TO BE REPLACED OR REPAIRED. -------------- ,n N I I I I / . .__ i I~ ;;: I % ~,-_-__ ' ' " ;;: I % ;;: I % ~ I / / ' -- I ' en , , 0/ -y,1c''1a---il --hHI -/ ' ' " . I I I ' ' ' s J 371)---Cf.'I -2~4·~ 35 24.1 I I C C C C p. C C C C CS>, ~ '=' ~ '--SSMH RIM=24. 13 C C C C IE 6"PVC(NW,SW)=24. 13 CL CHNL 8"PVC(S,E)=17.18 C C C C C C C C C C C C C C C C C C C C C CB RIM=22.41 IE 12"CONC(S)=19 96 IE 12"COflC(N)=19 91 C C C C p. ~ 1 IC 1r1111-t-t-t---t~~t--J-CB+RI-M=+2 _-63i_ -+---+-+--1--L J~~fffe~~=h.c=C===t-t==~=~.J..-~LL-LJ_.J_~Ll A I I I ... I ... I I I I IE 2"CO •IC(S) IE 12"COIC(N) 19.6 19.5 I I CB RIM=22.68 IE 12"CONC(S)=20.23 IE 12"CONC(f1)=20 13 \ I I ' I I I • \, ' • • CP#5 504A-45.5 SET MW +---Ill N=166100.869 E=1297495.790 ELEV=24.21 ' ' \ ' \ \ ' • \ ' I I \ ' ' ' I ' • \ I / / IN ET RO EC ION (T P) · I / / I C I I I " " I C i CURB AND PLANTE,1 REMOVAL : GRADE FINISHED SURFACE 1T(!) EXISTING C C C I C C C C C I / / I I I C I C I I I I \ \ I I \ • C C / " " " / C 18 , G, ... -' \ 17 G ' \ C 3 : OR DESIGN ELEVATION T10/D~ IN (TYP) r~~i"'-------o-....l.L _____ O-------:/-;/,.i.1c;:;:'."~}-[/L_~-~-~~----__ Jj_°'-'?7 , I ' // I '// I I i ., N I I I I I C-1 ' "" N ' \ I I -.--- 12 I I I I I I I I I I I I I I • I I I • • \ _J I I 23.92W/O" EXPOSURE \ I _\,.;G,~~ ~ ~- 23. 0 I ---/·11 4 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 / SHOWROOM & RETAIL I ~ I / I FF= 24,85 --- -- H / ----- \ 215.16 -- 3 • \ \ • • • " " 2 C C' ..c_2 _ _(:_ C. e"· C C C NEW PLANTER' ;ll;REAS TY ) c SEE LANDSCAPE PLANS MATCH EXISTING ASPHALT GRADE CURB CUTS OR ADDITION INLETS REQUIRED FOR DRAINAGE --------- 22 / " ' " ' " . ' ' 9 / / / 0;: ' • / / • • I I I I N ,. i I I I I I / CB R M=2 .96 !3 IE 12"CON (S)=' 0 51 ':,.°'"',( IE 12"CON (N)= 0.46 , ' / • \ I / / / / I / / CB I I / / t,~--,/ Ji. 10 -- ---L.. I I I I I I I --- 8 25.01 \ • I I ---\- \, \__ CB Rllvl~",j , IE 12"co1,G(S,N)~21 36 \ " \ " ® I -I- \ l< I " _D_RIVEWAY I ___) • --.:.._\ ~ • ~~·' I~~_,/ __ ,_ ---_, __ I ' I -- ----------23---------- --- '·,C.B RIM=23.31 IE 12"CONC(N)=21.21 @GRADING 2. 0 HORIZ. --- --------------- AND EROSION CONTROL 10 20 40 Scale In Feet \ ... ',O ", • • ' ' ' • 12"DIP W. ' I _/ ---.l I I I ' I I -,- 1 I ~ ~-------...--".:::-.........~-~~'-----··:;---, ----P I n N IJ I I I I I I I I I I @ Ii ---~---------------------------------------------------------------------------------------------------- CP#6 I ---~----d-ao.s. ----- I 0, I <, : ·2 504A-45.6 · ET MW _ _:_---!l:, N=16 87.031 I <, I 0, : a: s m I I I E=129 62.541 ELE =21.35 NOTE: SPOT ELEVATIONS ON EXISTING ASPHALT AND NEW CURBS ARE THE ELEVATION OF THE EXISTING AC. TOP OF CURB IS + 0.50'. . smAH RIM=21 92 IE 24" CONC (E)=14 42 IE 36" CONC.(N)~13 02 IE 30" CONC (S)Ul~ABLE TO MEASURE DUE TO BOX CB RIM=21 02 IE 12"CONC (N)=17 92 CB RIM=20.86 IE '12" CONC.(SE)=1846 N NOTE STORM/SEWER SHOW1,1 HEREON WITHlfl EAST VALLEY IIWY ARE PER RECORD ASBUILT DRAWlflGS BY HORTON DENNIS DA TED 11 /1 /94 SSMH RIM=21.60 CL CHNL 12" PVC.(N,5)=11.85 CL CHNL 8" PVC.(W)=11.95 ~ SDMH RIM=21.83 IE 30" CONC.(N)~12 73 IE 24" CONC.(S)= 13 03 IE 12" COflC.(E)= CB RIM=21.67 IE 12"CONC.(l~E)=1947 : 'rn E : :j 0 : t5 <-=! : 2 f!= : -0, : U) ,: : -ID := ~ : .=::: ro : u C. OEVELOPMEtH PLANNING CITY OF RENTON DEC 1 7 2007 !it.CEIVED f-w C/l f- 2 0:: C/l z 0 C/l > w 0:: SHEET NO. C2.0 __ __, PACE PROJECT NUMBER 07892 DWG FILE: PD7892-GP LOT 2 CITY OF RENTON LUA-94-157-LLA 9511299006 TAX LOT 125360-0020 SERVICE EXISTING CANOPY AND CANOPY SUPPORT ISLAND TO BE REMOVED SEE ARCH/SlRUC1:ri:N6~~ C "1Ycsw..--l-+-+ ss-+-+t----t---s-t---+-----t--,\S I ss ss C o_ 2 :::, -0 ITT '" [l 0 >- w r- Cl -o_ co I C " Q_ 2 :::, --CD o_ 0 0 ->-'" w r- w -CL en ~~ ",) C "- ~ C I C C . • I ! ss ss I C C C '1 C C C C I C C i I i I " I C C s C C 0 •n 0 '" C C C C C C C C C C C C C C C C C ~. - ~-'h .... .... ... ~ -- ~ __ .0:/.u,/////r//,/0 :..,,::" ~'$,----+--l-4;,-f-+-l-+-f-+--i-t--r-t-~.--,.11;•~~~1"~. ~i ... ~~=t=-·-+'-Ef===:!=*·~~t:uj\//~ // ,II • I e,~-.ei I I -I I I C C C C 0 C WALL _ SEE ARCH DWGS REMOVE EXISTING STRIP J"G ITYP) A \CIVIi ~ITi:-Pl A~ 1 ~:s.cy 40 -O 10 20 LOT 3 HORIZ Scale In Feet ,''" ' ' u I I n, ! I ---- I C - I C '- --- I I r~ 1~===-~~1 ... ~ ___ ..,----ti\ ~ ~ ;:;; l~=:111 SIGN ON 30"~ POLE _j "RENTON lv\OTORCYCLES"---H\ CP#3 -eT "'" 504A-45.3 ~--iii N=165902.526 E=1297587.1~ 110~-----tti ELEV=24.05 I ! I - ! "'· I ! ! I CP#6 504A-45.6 ET MW --+---A N=16 ~87.031 E=129 ~62.541 ELE =21.35 I 45'_J Ii-+--I " !s sf' 'q" ~ I{) a. .... @- " _J <( "" u z 0 u w • 0, 0 ~o VJ ~ 0 z 5 ~ r ~ u z 0 -u i ,- T 0 a I []' ;V \ f- _J _?: 0 •n I 0 I I I I I 0 I • -. I I . 0 . I " C z " 0 F <3 . N 9, z ice <( :,; x 0 "' 0. 0. <( 0 F < u I c:• w ~ < " x 0 ~ ~ Q Q < 0 I ~= 'S " D I ,c 1---:t-45' _ _,, DF.VELOPMoNT PLANNING ~ CIT'/ OF REITTON DEC 2 7 2007 RECEiVE!O r- w !Jl f-- 2 a: w Q_ 0:: 0 L. C! u-' ::J 1./) !Jl - a. ~ ::i 0 "" ct z "' \!) w w z zG \!) ia H·,w Vl " !Jl z 0 U1 > w 0:: w ~ >-cc >-u w l UJ ~ Cl ... -I al " z < ~ 0... ~ E--4 J--1 UJ ~ J--1 > J--1 en 0 0 -N ~' ·~ 0 " " 0" o· -z M s ~ ~~ " .. 0 w • t;; ~ ' 0 • " 7 ~ ~ w -•" ,o ~~ -.. ". I ;;..: Im 0 w " u_l ~Cl um >' rn ~~ io 0 ::::!e c--- 0 ...___ CC) -~ w ...___ ';; 0 o~ SHEET NO. C3.0 ~ z " " . 0 - ~ « z " ~ " : 0 z 0 ~ u z ~ w 0 z 0 m -" « m Q w rn ~ "' 0 =, 0 z I DC cD '\ 0 PACE f'RO,IE HUMBER 07892 DWG FILE: P07892-CI STORM NOTES 1. CONNECT TO EXISTING INLET IE= 20.23 2. NEW 12" STORM LINE 118.75 LF S=0.40% 3. NEW CLEANOUT, 12"X12" WYE, AND 12"X6" WYE a. RIM= 24.35 +/-MATCH EXISTING b. IE 12" 20.70 AND 6" = 20.95 4. NEW 6" DRAIN 5 LF 5=1.00% 5. NEW 12" STORM LINE 111.90 LF S=0.4D% 6. NEW CLEANOUT, 12"X12" WYE, AND 12"X6" WYE a. RIM = 24.65 +/-MATCH EXISTING b. IE 12" 21.15 AND 6" = 21.40 7. NEW 6" DRAIN 5 LF S=1.DO% 8. NEW 12" STORM LINE 84.SD LF S=0.4D% 9. DISCONNECT EXISTING STORM AND CONNECT NEW LINE TO EXISTING CATCH BASIN, IE= 21.49 10. EXISTING STORM LINE FROM CATCH BASIN TO NEW INLET TO BE REMOVED/ABANDONED. LINE UNDER BUILDING SHALL BE EXCAVATED AND REPLACE WITH STRUCUTUAL Fill. SOUTH OF BUILDING LINE TO BE PLUGGED AND GROUTED FULL WITH CDF. 11. INSTALL NEW INLET ON EXISTING 12" CONCRETE STORM LINE 11.1. RIM = 23.31 11.2. EXISTING IE 12" N =20.SO 12. NEW 8" ROOF DRAIN, CONNECT TO EXISTING 12" CONCRETE W/ INSERTA TEE 8" IE= 21.12 13. 158 LF 8" PVC 3034 S=0.4% INSTALL 4" LATERALS AS SHOWN ON PLAN FOR ROOF DRAINS 14. 8"X4" TEE FOR ROOF DRAIN CONNECTIONS 15. 6" CLEAN OUT 15.1. RIM= 24.75 15.2. IE= 21.75 16. REPLACE GRATE ON EXISTING CB WITH SOLID TOP LID W/ 6" CLEAN OUT. 16.1. EXISTING CB RIM=23.51 16.2. NEW CO RIM= 24.50 16.3. EXISTING IE= 21.01 17. NEW CB 17.1. RIM= 23.80 17.2. IE= 21.15 17.3. 5 LF 8" STM S=l.0% CONNECT TO EXISTING INLET BOX 18. NEW 8" ROOF DRAIN, CONNECT TD EXISTING 12" CONCRETE W/ INSERT A TEE 8" IE= 21.45 19. 49 LF 8" PVC 3034 S=0.4% INSTALL4" LATERALS AS SHOWN ON PLAN FOR ROOF DRAINS 20. NEW 611 CLEANOUT, 8"X8" WYE 20.1. RIM = 25.SS 20.2. IE 21.64 21. 148 LF 8" PVC 3034 S=0.4% INSTALL 4" LATERALS AS SHOWN ON PLAN FOR ROOF DRAINS 22. 6" CLEAN OUT 22.1. RIM = 24. 75 22.2. IE= 21.75 LOCATION TABLE <>WATER 0 N 165811.93 E 1297608.55 ~ N 165854.85 E 1297609.93 0 N 165818.57 E 1297371.80 ~ N 165840,43 E 1297336.25 ~ N 165841,75 E 1297324.06 ~ N 165842.03 E 1297286.25 ~ N 165952.39 E 1297289.12 ~ N 165976.29 E 1297289.74 ~ N 165811.93 E 1297608,55 Q STORM 0 N 166051,98 E 1297374.52 0 N 165963.02 E 1297293.99 © N 165851.07 E 1297291.46 © N 165808.22 E 1297364. 76 @ N 165974.11 E 1297371.61 @ N 165954.43 E 1297570.30 ® N 165958.90 E 1297412,27 WATER NOTES 1. 12" X6 11 TAPPING SADDLE 2. 43 LF 8" FIRE LINE 3. FIRE HYDRANT DETAIL A/C4.2 4. 12"X2" TAPPING SADDLE S. 18 LF 2" WATER SERVICE LINE 6. 1" WATER METER 7. 1" DOUBLE CHECK BACKFLOW VALVE 8. 1" WATER LINE TO BUILDING FDR DOMESTIC SERVICE 9. REPLACE EXISTING FIRE HYDRANT LINE FROM VALVE WITH 8" Cl 52 DI FIRE LINE 10. INSTALLS" FLG TEE WITH THRUST BLOCK & 6" REDUCER TO EAST FOR FIRE HYDRANT 11. INSTALL FIRE HYDRANT 12. INSTALL4' 8" DI FLG SPOOL TD DDCVA CONNECTION 13. 8" DOUBLE DETECTOR CHECK VALVE ASSEMBLY FOR FIRE LINE W/ FDC DETAIL B/C4.2 14. 34 LF 8" FIRE LINE 15. 90" BEND W/ TRUST BLOCK ILITY EASEMENT JACATIO~I. PER 16. 135 LF 8" FIRE LINE 17. 8"X4" TEE FOR BLDG FIRE LINE 18. 22.S" BEND W/ TRUST BLOCK 19. 70 LF 8" FIRE LINE 20. FIRE HYDRANT WITH 8"X6" REDUCER AND STRADDLE BLOCK 21. 8"X4" TEE W/ THRUST BLOCK FDR BLDG FIRE LINE 22. 5 LF 4" FIRE LINE FOR SPRINKLER ® N 165915,90-E 1297569.24 ~,dj,o.___,..~_..,...~ .. ,,,. •.. A",95.,\'1299006 ® N 165915.79 E 1297576.48 @) N 165865.35 E 1297597 .85 @ N 165839.67 E 1297554.13 @) N 165844.92 E 1297406.64 0SANITARY @] N 165854.28 E 1297634.81 [II N 165873.76 E 1297617.43 @] N 165884.70 E 1297607 .21 Q] N 165874.15 E 1297604.91 u H = """ CB RIM=23 31 - IE I 2"COl,C(N)= 21. 21 ~ \ \ \ 1 9 @UIII IIY PLAN 4. 0 10 20 HORIZ Scale In Feet \. 40 G 1 8 \ \ I I I I @B SANITARY SEWER PLAN 4. Cv•' ~....:S...,_:.1 0~""'!'""'!'~2 0 HORIZ c Scale In Feet. C . C C C - C C r C C LOT 3 1 I I I 1----- __J > ) (/) (/) [Alo; ING 15.00' LAN,OSCAPl~IG & UTILITY EASEMENT, PEK CLMI, CB R M=2 .96 IE 1rcor1 (s)= o.51 r IE 1 "CON °(1,1)= 0 46 REC NO. 7809250902 • \ I I ' l'iii-~f,;j~--:-~·I ::!!I> UP-j----t----j\------;c--~~--HI UP- - I .() .() ~ ---- c23 51 .f' , ~,1c1s:, gos . I id • -0 z ; u \\ I- a_ - - ~ [B-- SANITARV NOTES A. REMOVE EXISTING 8" CAP AND CONNECT TO EXISTING 8" PVC 3' SANITARY STUB. CONTINUE AT LINE AND GRADE (2% +/-)IE= 12.DO +/- B. NEW 8" SAN LINE 65.SS LF 5=2.00% C. NEW CLEANOUT, 8"X8 11 WYE a. RIM = 23.00 +/-MATCH EXISTING b. IE 8" = 13.31 D. NEW 8" SAN LINE 26.70 LF 5=6.20% E. 8"X4" WYE IE= 14.97 F. NEW 8" SAN UNE 14.30 LF 5=6.20% G. NEW CLEANOUT, 8"X6" WYE a. RIM= 24.40 +/-MATCH EXISTING b. IE 8" = 15.85 H. NEW 6" SAN LINE 60.00 LF 5=6.20% a. 611 IE FOR BUILDING CONNECTION =19.65 I. NEW 4" SAN LINE 10.00 LF 5=29.70% J. NEW 4'XS' Oil WATER SEPERATOR, UTILITY VAULT 66D-CPSX OR APPROVED EQUAL WITH TRAFFIC LID a. R(M = 24.50 b. IE IN =17.94 c. IEOUT=17.94 K. NEW 6" SAN LINE 53.00 LF 5=2.00% a. 4" IE FOR BUILDING CONNECTION= b. FOR FLOOR DRAINS ONLY ~ I' ii I . I 0 en I -• .J,0 ~ Cl CB RIM=2102 ~ IE 12"co1,1C(N)=17.92 I EXPIRE : 2/14/2008 SIGNATURE DATE: 0"1 @ PNC(N)~D1 ~ 1...u....b.....JB~l~OiW'i'L._~U~P__,ABOYE .() .() NN -- Cl _ ,/~'-----------;+l __ ~.-------==+111 ~ II ¥ / n CB RIIA=2406 I[ 12"CONC(l,)=21.56 J =r I I I ' 1---L 45' ---1 NOTE STORM /SEWER SHOWN HEREON WITHIN EAS I VALLEY HWY ARE PER RECORD ASBUILT DRAWll•IGS BY HORTON DENNIS DATED 11/1/94 CB RIM=2167 IE 12"CONC (Nl)=l947 0€.VELOPMENT PLANN!N err( OF RENTON DEC 2 7 2007 RECEIVED f--w (J) f- 2 ct: w o_ ct: 0 LL 0 w ::, U) (fl (J) z 0 (J) > w o_ w ~ >- "' >-u u I en z j ~ ~ ~ 1---4 ~ 1---4 ~ ~ ;C m 0 w y u ___J ',"O ual ~ ~ ~. Q - I f--------' 0 2 0 r u " W 0 2 0 !cl ! c-°' w 0 m_ -...._ "o u') co 0 .. -z I ~~ '" 0 cow 0 0 -i'o SHEET NC. C4.0 L-----------------------------------------------------------------------------------------------------------------------------------------------------------------------_J PACE f-'ROJECT NUMB R 07892 owe Fl~E: P07892-'JT I -- / // // // // / // // // / ----/ / / / // //' / / / / / / / // --------- I I tf'f.\, / EXISTll'iG 20.00' UTILITY EASEME~IT, :Ji 1-~1-:~~:;~.---t / _/_ __ __ __ __ __ __ __ --·· __ __ __ __ __ __ --__ 1 I F PEP-=111~ r: 92:2951 1 1 ·\1\"'-G ocJ'. ---+--cJ-\S yt..'?--- ) ~-~-----Ex-1s1-,N-,-,o-' R-A-ILR-,0-AD_E_AS-EM_"_T_, __ ,,,, ______ _J_---====-------------_-,,,,,,=-~~:::::~~~"'--~-~=/~=-____ ::_=-=-,~-,;...--=-=---=-=---=-=---=-.. ~----=:-_=_=_~=--_= _=_-,=, _=1:--r=_rl ,-.~I~-~--. ---.. -//EXIST. WA1ER QUA:-~ --.. ---~I _L _____ -~~-~~-~---~---~-----------1--+-=--1 I PER BSP, 9?.06302696 -----------..----------~ C UTILITY ~, -'i ----------+ --------.,.------.,.------------+ir-------------------------~------------------------~r.EC~N?T15·0 g· ~~BL~71114016J ---,---~ T · .. -C::--··---- ... 1-+--+----"f:11sT1NG 20· UTILITY E.11SEMEN~. ~---__ __ __ __ __ __ ------~l~_f J _ L----~ L _._, .. _~_._,,o,_~_,._.. -------~····---~--- 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ···r / FLOW CONTROL STRUCTURES < w ~ z 0 1-z I=! w 0 0 z ~ ~ EXISTl~JG 113.15' LOT 2 EASEMENT A,~EA, Ri::C. NO. 9602081399 EXISTll~G 10.00' IJTl'JTY EASEMENT, PER Bl~!Dlr•IG SITE PLAI~, 920630296 115.00' \\Ell.AND AREA DESCRIPTION, REC. NO. 9511200895 1---------- 1 I I I I I I I I I I I I I I I I I I I I I I I I I --1 T ---r. k f-- 1 I I I I I I EXISTING SERVICE EXISTING 20.00' UTIUTY EASDAENT PROPOSED FOR Vl,,CATIDM. PEH LUA-94-157-LLA, 9511299C06 I I I I I 1 I I Ll___ __ .=::::::1:l:l:::':::=. ___ 1~1 ~-[-t---------_&...::-_-_---_-_ -=---. --_-_--:_-:_--_ -- I I I I I I I E,x:~1;~: I -~----LOT 3 I I I I I I I I I I I . I ) J ) L I ; EASD,IENT AREA. REC. 1'1C 9602081399 I, __________ _ I /, ////. ; % % ; ; ; ; % ; % /, % % ; % ;; /, ; ; % % ; % % % % % /, % ; % % % ; % 0 % ~ "'l'. % , % ; % /, % /,/, % /////,_ -\- OV RhAN~ W/CONC OUJMN ', SUPPORT 1. ( 'YP ) 1- T_ I (A\DRAII\JAGE '07 - 0 1 5 30 l I L II Pt AN 60 HORIZ Scale In Feet * CB RIM=23.31 IE 12''CONC(N)=21.21 " ' v, V ' \ / CB RIM= .2.63 t'CO ,C(S) -19.6 IE IE Z"CO C(N) 19.5 CB Rll;\=2/.68 -IE 12"CONC'.<;)=20.23 / IE 12"CONC(N)=20.13 I CB RIM=23.23 IE J[CONC(S)=-20 73 V I[ 12·cm1CIN)0 20 68 ' ' I 3 ;J ' ' i r I I SHOWROOM & RETAIL x / C C C C C C C C '~ C.: C C C , . J1Y I 1Y 1Y ;]" jj , A BNDIN " C"/ / "' -£ p, AN) VOL. p. C C C C C C.: C C C C. C C i ,c C C ' -r ,; ,; C * z ---- DRIVEWAY C C C 'C C ,c 1' ~J C C C C C C C C C (; C C C D C C C C C C ' ·, "' ' ,,,- ' ' I ' C I C C ,· C RIM=22.96 ~ IE 1 z''C 1 N(:(5 =20. I o· m. IE l2"C· II q, \ NC(~' )=20. C C I 16 • r I ~I ___ ) ~ I I I I i II -·--·- ' 1- I ' n .. ~· L p ' I &.~ ~~+-------t:':;.. CB RIM=LJ. 0 I ~~ IE 12"CONC(5,N)=21.36 &oW~'!t \ r D I l 12_0_,_-w __ w ___i __ __ _ ,;_; r I ~<=====--===-=t---~/ ~=~::::==pf=~~·.\ C \ CB RIM 0 24 ,;-7 ll \ I ~ LOT 3 ALL RUNOFF FROM NEW DEVELOPMENT IS DIRECTED TO PRE-DEVELOPMENT DISCHARGE LOCATIONS IE 12"COl~C(1~)=21.56 ' I " •• SCMl·I RIM=21.92 IE 2ii" CONC (E)=l4.42 / IE 36" CG:'IC.(N)=13.02 IE JO" CONC.(S}UNABLE TO MEASURE UUE TO BOX CB RIM=21.02 IE 12"CONC.(N)=17.92 CB RIM=20.06 If 12" CONC.(SE)=lS.46 NOTE: ST0RM/SEIN£R SHOWN HEREOl'l WITHIN EAST VALLEY HWY /I.RE PER RECJRD ASBUILT DRAV,!NGS BY HORTON DENNIS DATED 11/1/94 Si)MH ~i,1,,1=21.83 IE 30" CONC.(N)=12.73 IF-: 24" CONC.(5)=13.03 IE 12" CONC.(E)"' CB Rli~=21.67 IE 12"CONc.(NE)=c19.47 --~---------- EXPIRE : 2/14/2008 SIGNATURE DATE: I 07 DEVELOPMENT PLANNING CITY OF RENTON DEC 2 7 2007 f-w (/] 2 (l'. w o_ (/] z 0 -I (/] > w (l'. ® >- OJ D w ~ ,o....l ,~fB c,. 0 "' "1 -'" "' 40 0 - SHEET NO. C4.1 QC w m_ "o "0 z I m co 'lo PACE PROJ.::CT NUMBE 07892 DWG FILE: P07892-DP ------------------------------------------------------------------------------------------------------------------ FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 2~D c3~~ffi'J 1itlpflr~E~%~1J~ fcr8Wv.,¥RDtJ..LiOl/jH~N~Ar ~~~T INLET 1'11TH LUGS. >----~ 5-1 /4" MAIN VALVf. OPENING. "f'«.O 2-1 /2" HOSE CONNECTIONS NA lfONAL STANDARD THREADS. 4 PUMPER COllfNECTION CITY OF SEA]¥. THREADS V.,TH A STOR11 .ADAPTQ&. 4 SEATTLE THREAD X 5 STORTZ, ATTACHED 1'11TH 1/8 STAINu:.:,S STEEL CABLE. 1-1/.4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED V.,TH TWO COATS OF PAINT. PRESERVATIVf. PAINT No. 43-655 SAFETY YELLOW OR APPROVf.D EQUAL PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. 16" x B" x 4" MININUM CONCRETE BLOCK UNDER HYDRANT 42" MIN BURY 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF SIDEWALK THAT IS ADJACENT TO CURB TWO-PIECE CAST IRON VALVf. BOX 1'11TH LUG W.E COVf.R. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8 TOP SECTION 1'11TH REGULAR BASE; SECTION LENGTH TO FIT. VAL.VF. NUT EXTENSION AS REQUIRED (SEE DWG BR46 / PAGE 8090). rRAISED PAVf.MENT MARKER TYPE 88 AS L_ STIMSONITE TWO-WAY BLUE. CONCRETE BLOCKING CAST IRON TEE. 1'11TH 6" FLANGE SIDE OUTLET. 6" GATE VALVf. (FL X MJ) AWWA C-509, RESILIENT SEAT 6° DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT TWO 3/4" STEEL TIE RODS. SEE STD DETAIL FOR TIE RODS. 1 /3 CU. YD. WASHED DRAIN ROCK (3" TO 3/8") FIRE HYDRANT ASSEMBLY CLASS "8" A.C. PAVf.MENT 40" Min. 1" 1011 9" 8-3 4" 7-3 4n 8" 3/4" SQUARES SPACED -3/4" AS INDICATED -HT. 1 /8" c1/2" r==1=::;:1 1" RAISE-1/2" 1'11DE BORDER 5/8" 2-/8" __r. 4' I PIPE MATERIAL AS SPECIFIED BY THE ENGINEER FIBER JOINT PACKING 2"-0" 45• (1/8) BEND ~~=,,d/JI l-4-3/4" SAWCUT (TYP) 15" PLUG TO BE SEALED ---,t-t--IN SAME MANNER AS MAIN SEWER JOINTS. 1' 1' MATCH EXISTING PA VF.ME MATCH EXISTING PAVf.MENT CASI IRON RtNG AND COVER NOTE: 4 ' 4 < ' - LANDSCAPE 7 1 /2" ---'''-c=--:::-:=+-1,----------r-__:_ __ ------,--~:r;--:-;-c~~·---'\\\------\' '\ --,y \ I \Y 1------1 \ ,-::~(?-1 1§ I\'" I'-;:'.-\\ '-'<11~ PARKING IN UNIMPROVf.D AREAS POUR 1 '-o• THICK 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND RING AND COVf.R. IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING AND COVf.R AS REQUIRED BY STANDARD DETAIL DRAl'l1NG BR36. STANDARD SANITARY CLEANOUT 5 1/2" 2" 1/2" R. ,r 1" R. ~"-t---.Y-li--s FACE OF CURB ,\~1~\\\ ,-;::: ''\' WSDOT STANDARD -\'::'. SPECIFICATION CRUSHED V'\ -_ _ ,---c SURFACING -TOP COURSE ------~ -\ & KEYSTONE. __..c~~~ ~ WSDOT STANDARD SPECIFICATION CRUSHED SURFACING BASECOURSE. ' ~\\'· •: "-... <:::? -' . . . . \ \ \ l:, I -' - -. PRECOVf.R TYPE "D" backfill. , . ' -. . 1. 9 1/2" STANDARD CURB DETAIL PRECAST CONCRETE VAULT 1'11TH 3 -3'x 3' HINGED STEEL PLATE COVf.RS. DIMENSIONS 5'-8"x 11'-2"x 7'-2" EQUAL TO UTILITY VAULT OR EQUAL THE BY-PASS ASSEMBLY SHALL BE INCLUDED AS PART OF THE DETECTOR DOUBLE CHECK VALVf. ASSEMBLY. 10·. 8" OR s· FLx P.E. PIPE V.,TH COLLAR 18" FROM P.E. 1 o•, -3' -8" LONG 8" -3' -6" LONG 6" -4' -o• LONG 5'- 4" ADAPTER, FLx SCREWEDONE EACH SIDE 4"x 4"x 6" BULL HEAD TEE, FL 6" PIPE FLx FL 2'-0" LONG 18" FOR 10" ASSEMBLY l-----~ -1~ 1~~: ~g~ ~: ~~~~~~t~J"-~ FF--ii5'-o·~·--,, " -·. 1'-2" 6" 90' BEND 0 - 1' ~,-"\\vi'' \\'.I\~\'\ Pl e Dia. 2' + I.D. lRENCH BEDDING 1' FOR 8" PIPE (TYP) A. THICKNESS OF A.C. PAVf.MENT AND CRUSHED ROCK TO BE IN CONFORMANCE 1'11TH THE CITY OF RENTON OR WSDOT UTILITY PERMIT. B. CONlROLLED DENSITY FILL MAY BE REQUIRED BY THE CITY OF RENTON. C. ALL JOINTS TO BE TACKED, SEALED AND SANDED. D. A.C. LIFTS SHALL BE A MINIMUM OF 0.15' AND A MAXIMUM OF 0.35'. E. ALL GRANULAR MATERIALS TO BE COMPACTED TO 95,c; OF MAXIMUM DENSITY (T-99 METHOD). F. SEE APPROVf.D PLANS AND STANDARD DRAl'l1NGS FOR PIPE ZONE AND BACKFILL REQUIREMENTS. PAVEMENT RESTORATION 4"• 2 1 /2" FIRE DEPARTMENT DOUBLE CONNECTION FOR STAND PIPE 1'11TH BREAKABLE CAST IRON HOSE CAPS. ONE EACH SIDE EQUAL TO GRINNEL FIG. 1682 1'11TH HOSE CAPS FIG. 1333. 6" Sl'l1NG TYPE GRAVITY OPERATED CHECK VALVf., FL. EQUAL TO MUELLER CO. A-2600-6 1'11TH BALL DRIP VALVf. AT BOTTOM INSTALL EPOXY NON-SHRINK GROUT (TYP.) r s• PIPE, FL.• FL 3'0" LONG ~= ~B~t~~Hrtl"k Y~o· sEND FL 10" ASSEMBL '18"• 6" REDUCING -.,: :-,_ 90' BEND, FL -... ,·: '·. :" •.t ' \_ /:;' DEADMAN BLOCK \: ; -REQUIRED. 1 O" ,8" ,6" FL • MJ ADAPTOR --' ,.--~--.-.. 1Q" ASSE:,WLY 1Jl"ll)0",1<8"TEE FL ~. ~~~~~B~~ ~•:U.::3• tf{' fl:: ALL DETECTOR DOUBLE CHECK VALVf. ASSEMBUE SHALL INCLUDE RESILIENT SEATED SHUTOFF VALVf.S .eL.t.!l AND TEST COCKS. AND APPROVf.D CROSS-CONNECTION CONTROL ASSEMBLIES PER D.S.H.S. LATEST APPROVf.D UST. 10", a·. OR s· GATE VALVf., 3" DOUBLE CHECK VALVf. ASSEMBLY INCLUDES TWO RESILIENT SEATED SHUTOFF AL FL• MJ, 1'11TH INDICATOR POST. INDICATOR POST VALVf. SAME SIZE AS DOUBLE CHECK VALVf. (MUELLER CO. OR EQUAL). • • . ;: ... 6" PIPE ··:::;_ Fl.. • SCREW +,' ,,__~ {; ' ."f --' : ~ 10", 8", OR 6" FLANGED COUPLING ADA EQUAL TO ROMAC. NOTE: R 10", 8", OR 6" DUCTILE IRON CLASS 52 NIPPLE PIPE, CEMENT LINED, LENGTH TO FIT. 1. LOCATE VAULT IN PLANTING AREA NOT IN PAVING 2. 4" AND LARGER BENDS AND TEES TO BE CAST IRON CEMENT LINED -. 6" 90' BE~ 3. TEMPORARY SUPPORT SHALL BE PROVIDED UNDER VALVf.S AT THE TIME OF INSTALLATION TO CENTER THE PIPE IN VAULT OPENING. AFTER COMPLETE INSTALLATION REMOVf. THE TEMPORARY SUPPORT AND INSTALL CONCRETE SUPPORT PAD OR ADJUSTABLE PIPE SUPPORT. 4. INSTALL GALVANIZED LADDER FOR ACCESS. . :.:.~' 6" MIN. DRAIN TO ,.·---. ---DA YUGHT OR STORM :_.-:_.,-,, , -_,-,-___ ;., ::;, ._-;.;_ ,,,._ , __ ,,,_, __ ,:.,-,/. Ei~~~IZED STEEL 5. AFTER FIELD INSTALLATION, MAIN DDCVA AND BY-PASS DCVA MUST BE TESTED SATISFACTORILY BY A DEPT. OF HEAL TH CERTIFIED BACKFLOW ASSEMBLY TESTER. TEST REPORT TO BE SUBMITTED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT. PRIOR TO ACTIVATION OF NEW LINE. 6. INSTALL BRASS PLUGS AT ALL TEST COCKS DRAIN SYSTEM V.,TH ..,__Em~:':~~:::~~~~ CATCH BASIN OR MANHOLE COMPACTED FOUNDATION GRA Vf.L _/' END YJEW DOUBLE DETECTOR CHECK VALVE 4" FL,P.E. DUCTILE IRON CLASS 52 CEMENT LINED PIPE V.,TH COLLAR 18" FROM P .E. AS SUPPLIED BY PACIFIC WATER WORKS SUPPLY CO INC. 12" THE BY-PASS ASSEMBLY SHALL BE INCLUDED AS PART OF THE DETECTOR AS PART OF THE DOUBLE CHECK VALVf. ASSEMBLY. ALL PIPING TO BE BRASS OR BRONZE. 1---~---1·-o·-------1 INSTALL EPOXY NON-SHRINK GROUT 4" DUCTILE IRON CLASS 53 P.E.,P.E. PIPE, CEMENT LINED, LENGTH TO FIT. 3'-4" LONG DEADMAN BLOCK REQUIRED 4•-a• ,. . .. ·:: )}( '.t: 12· ' ·i ' .•. ... . }::~:'.,:~-. ·• .... . i:::.\\ \'6-.--~====~/_-,-~___J,~~~__Ll'4"-,,J:t---• ···.: '.'. .• ~,_ .• •.·:".i·. ·::::,_;·:::• ... -.~-.... : _ ..... -. CONCRETE BLOCKING 4" GATE VALVf. (MJ) 1'11TH INDICATOR POST. INDICATOR POST VALVf. SAME SIZE AS DOUBLE CHECK VALVf.. 12" ALL AROUND ALL DETECTOR DOUBLE CHECK VALVf. ASSEMBLIES SHALL INCLUDE RESILIENT SEATED SHUTOFF VALVf.S AND TEST COCKS. AND APPROVf.D CROSS-CONNECTION CONlROL ASSEMBLIES PER D.S.H.S. LATEST APPROVf.D UST. 4• FLANGED COUPLING ADAPTER EQUAL TO ROMAC. DOUBLE CHECK VALVf. ASSEMBLY INCLUDES TWO RESILIENT SEATED SHUTOFF VALVf.S. PLAN PRECAST CONCRETE VAULT 1'11TH 2 -3'•3' HINGED STEEL PLATE COVf.R. DIMENSION 4' -s· • 7' -o· • 7' -o· GALVANIZED ~ STEEL LADDER ~ UTILITY VAULT CO. 577-LA OR EQUAL INSTALL EPOXY NON-SHRINK GROUT (TYP.) r3 .. -"\ == -i- \ 3611 TO 48"' 11~-zj'~~-,;:, ;:;>.-:Z,.:-:J-, ==71~rc---=vr:,::Tf-:C::-·,?I,'\ ~ 'i t ·" ~\ \ $ .'.:";,.Ir-. ,,~----'-'-·'CJ'' --~-.1--------------1--"' -_.;·~--.. ,·i".. ~ -;,-:;:111::nl-U-' .. ~ - ' . ; ... . ,. .. :.~ -. == ·--"-' --I ; - : n. - I : >C '} ''= 3 ~ ' : .. .. . . .1. -'...'~-•. ' ' ' . ~ ···;: :·~. ,e=a 1'-0· ,. ,c:;,.., ,-·=, 'ITY~Hl-J -··""· w I e---------I~ ;,.· ! :' :-. ~-.· ·."·:.:., -. • ":" r--___/ ... ~ l-12" --;:, - I ..... --- I f-------1:·.;._-.}}: ~ 12• -,--+µ':.i·•--;:,:J-·t-L _, -· ""- 2'-9 -,_:-'.:. __ --\ ') -/'./ / .': .,,,::·= ·,.. .:.,· CONCRETE SUPPORT PADS--1---+--+.:;;:: 1--_£.4·.:;.·• -:i--i;;;=a_£.-l~:J.; _../ '( OR ADJUSTABLE PIPE : .'.c .. ~. cc_.r __ +~~·-_;,_,' __ ,'..,.~-.• ~.~---~-_.cc-_cc, ,,i:,·,"c.--\., ••• ~-, "-,~.-_~,,.c-e,~._~-,r;• ;'-'·. -.~. ~_,,.', ,8. :,i, -=iJ SUPPORTS. ~ w -., _,_, , --6" MIN. DRAIN TO .u U DA YUGTH OR STORM ·/"~ • r ·/~: • .i..:: ... , COMPACTED FOUNDATION GRA Vf.L ELEVATION DRAIN SYSTEM DETECTOR CHECK VALVE NOTE: INSTALL GALVANIZED LADDER FOR ACCESS. AFTER FIELD INSTALLATION, MAIN DDCVA AND BY-PASS DCVA MUST BE TESTED SATISFACTORILY BY A DEPT. OF HEAL TH CERTIFIED BACKFLOW ASSEMBLY TESTER. TEST REPORT TO BE SUBMITTED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT. PRIOR TO ACTIVATION OF NEW LINE. INSTALL BRASS PLUGS AT ALL TEST COCKS DEVELOPMEMT Pl.ANNING CITY OF RENTON DEC 2 7 2007 !{ECEIVED f- w U) f--:;, (Y w Q_ 0:: 0 u_ 0 w => U) (/) @ U) z 0 U) > w 0:: ~ E-4 -~ -E-4 :::> 'j~ c:-~> t::: .....i iliU >' m 0 w " u....J ~o ual >' rn ~~ <t (J 6~ 00 ~ -< c-- 0 ~ "-u) ~ -~ c" "-~ <( 0 0 ~ SHEET NO. C4.2 " z -" ;;; : 0 - ~ < i3 2 0 z 0 I u z -w 0 z 0 ~ -"' < w Q' w m 02 ~ -" 0 zO I m lD \? 0 -----------_:------------------------------------------------------------------------------------------------------------------_J PACE PROJECT NUMBER 07892 DWG FILE: P07892-DS CONCRETE BLOCKING SIZING PROCEDURE A. GENERAL B. C. The amount of concrete required to anchor horizontal bends, tees, and dead ends depends on the strength of the soil. The methods of placing concrete to keep the joint accessible is shown 1n Figure 1. The area in square feet of concrete which must bear against the side of the trench is found by dividing the thrust in pounds shown in Table 1 by the safe bearing load of the soil as shown in Table 2. CRITERIA 1. The sizing procedure is for horizontal or downward thrust only. 2. Height of the thrust block must be equal to or less than 1 /2 the depth from the ground surface to the block base. 3. The thrust block bearing face is approximately rectangular. 4. The concrete blocking shall be as per APWA Specification 7 4-2.14. SYMBOLS d T SBL h w A Hm De Lm = Outside Diameter of Pipe in Feet = Thrust in Pounds at the Fitting (Table 1) = Safe Bearing Load in Pounds/Sq. Ft. (Table 2) Depth of Trench in Feet = Width of Trench in Feet Area of Concrete which must bear against the Side of the Trench in Sq. Ft. = Maximum Height of the Thrust Block in feet = Depth of the Concrete Thrust Block to Bearing Surface in Feet = Maximum Length of the Thrust Block in Feet BLOCK BASE Thrust (In Pounds D. CALCULATION EQUATIONS 1. Area of Concrete (A) = Safe Bearing Load (In Pounds/Sq. Ft.) 2 Depth of Trench in Feet 2. Maximum Height of Thrust Block (Hm) = E. T = SBL h = 2 Feet) W-d 3. Depth of Concrete Thrust Block = (Width of Trench in Feet) (Outside Diameter of Pipe in = --- 4. Maximum Length of Thrust Block (Lm) = 5. Required Amount of Concrete (Cu. Yd.) TOP SECTION No, 660-CPS·T 1,490 lbs. OUTLET PIPE With Sampling Tee By Others *OUTLET PIPE TO BE LARGER THAN INLET PIPE VAULT No. 660-CPS·B 6,500 lbs. 2 Area of Concrete Maximum Height = A Hm = (Height x Depth x Length) x 0.03704 = (Hm x Lm x De) x 0.03704 4' -B" . · . ' .· ' ., • 6 '~o" 2 EXAMPLE 1. Problem: Calculation of the amount ofconcrete required to block a 90" bend in an 8" C.I. water main; the normal operating pressure in the pipe will be 65 psi and the soil condition in the area indicates sand and gravel. 2. Solution: Maximum testing pressure (See Table 1) = 300 psi. Outside diameter al 8" pipe = 9.05 in. = 9.05/12 Go to Table 1: The testing pressure of 300 psi, we that the thrust on a 90' bend is 21,360 pounds. -0.75 ft. Go to Table 2: Table 2 gives the safe bearing load sand and gravel: 3,000 /bs./sq. ft. Go to Figure 1: figure 1 indicates the position of the concrete for blocking the 90" bend. Go to the specifications of the project and find depth of trench (hj = 4 feet Width of trench (W = 3 feet With the above assembled information, we proceed to the final calculations: Thrust Area of Concrete (A) = Safe Bearing Load see for = 21,360 3,000 = 7.12 sq ft. Maximum Height of Thrust Block (Hm) = Depth of Trench in Feet h = 2 = _i_ 2 2 = 2.0 ft. -Depth of Concrete Thrust Block (De) Width of Trench in Feet (W) -Outside Diameter of Pipe (d) = 2 = --=-3 _ _,o"-. 7'"'5'-= ,.13 ft. 2 Maximum Length of Thrust Block (Lm) = Area of Concrete Height of Concrete A 721; = 3.56 ft. -Required Amount of Concrete = (Height x Depth x Length) x 0.03704 = (Hm x Lm x De) x 0.03704 Size 3" 4" 6" 8" 1 o" 12" 14" 16" 18" 20" 24" 30" 36" 6' -8" ·, . ·· ... ' .· .. o· · .. f' ,. '~. ,: Pressure PSI 300 300 300 300 275 250 250 225 200 200 200 200 200 = (2.0 X 3.56 X 1.13) X 0.03704 = 0.30 cu. yd. TABLE 1 Thrust at Fittings in Pounds 22-1/2' '11-1/4' Tees 90' 45' Dead Ends Bend Bend Bend Bend 2,120 3,000 1,630 830 430 3,780 5,370 2,910 1,470 750 8,500 12,000 6,510 3,320 1,700 15,100 21,360 11,550 5,880 3,020 21,620 30,570 16,540 8,430 4,330 33,930 48,000 25,950 13,260 6,780 46,200 65,370 35,340 18,030 9,240 45,250 64,000 34,620 17,650 9,050 50,900 72,000 38,940 19,860 10,180 62,840 88,900 48,080 24,520 12,560 90,480 127,980 69,200 35,320 18,100 141,370 199,960 108,150 55,140 28,280 203,580 287,950 155,740 79,400 40,720 CONCRETE BLOCKING PROCEDURE 6' -0" -INLET PIPE Wilh Sampling By Others Tee OIL-WATER SEPERATOR TABLE 2 Safe Bearing I oads in Lb. /Sq. Ft. The safe bearing loads given in the following table are for horizontal thrusts when the depth of cover over the pipe exceeds 2 feet. *Muck, peat. etc. Soft Clay Sand Sand and Gravel Sand and Gravel Cemented with Clay Hard Shale Safe Bearing Load Lb. per Sq. Ft. 0 1,000 2,000 3,000 4,000 10,000 *In muck or peat. all thrusts shall be restrained by piles or tie rods to solid foundations or by removal of muck or peat and replacement with ballast of sufficient stability to resist thrusts. ... ·,· --',CL) ---+-'."((;" \'--. ---:.·~..:...ct.!::.! 0 22-1/2 CAP 0 45 BEND TEE 0 11-1/4 0 90 BEND FIGURE 1 NOTE: FOR CONVEX VERTICAL BENDS BLOCKING SEE APWA STANDARD PLAN NO. 73. FOR THE CITY OF RENTON PROCEDURE FOR CONCRETE BLOCKING SIZING CLASS "A" Rigid Pipe CLASS "C" Rigid Pipe ~-@ CLASS "B" Rigid Pipe CLASS "F" Flexible Pipe DETAIL ®'--4-, ~~~~ . 4' /1/n,-Y ND SCALE @ Width of trench shall conform with WSDOT Standard Specifications Section 2-09.4 Measurement, Clark County or WSDOT utility permit (franchise) requirements, whichever is greater. ® Pre-cover by hand with selected material and compact to 90% of maximum density by T-99 method to a minimum depth of 12" above top of pipe. © 2,000 PSI concrete. Depth below pipe to be 1/4 1.0. height of pipe width (4" m1n1mum and 12" maximum). To be used only with written approval of the District. See design criteria, C-1.03.04 Specialty Designs for requirements. @ For depths of cover from 5' to 13', pipe zone material shall conform to WSDOT Standard Specification, Section 9-03.16 bedding material for thermoplastic pipe or WSDOT Standard Specification, Section 9-03.9(3) crushed surfacing base course. For depths of cover from 13' to 20', pipezone material shall conform to WSDOT Standard Specification, Section 9-03.9(3) crushed surfacing base course. © Depth of 4"+0.15 0.0. for pipe 8" in diameter and smaller. Depth of 6"+0.15 0.0. for pipe 10" in diameter and larger. NOTE: Over excavation shall be backfilled with WSDOT Standard Specification, Section 9-03.9(2) shoulder ballast. PIPE ZONE DETAIL : CO E . -0 : .2 u . 0 . : ::::i U) : J::i 0) : Cl) c:: '_a, == ~ : .2. cc : u c.. PROJECTED PLATE AREA= 444 Sq/ft MAXIMUM PROCESS FLOW= 415 GPM DETAIL I 1 TOP ELEVATION 6'-8" Top Secf,on -------~ ~-----6'-0" Vault _____ .,. UV ·CO. 2-332P; Galvanized Diamond Plate Cover PLAN VIEW 3/4" Dia. Lift Insert 1/2" Dia. Lift Hole Each Side, 2 Sides 4 Places In Top Section Hold-Down. For Coalescing Media "' INLET I.E. · OUTLET I.E. In let Pipe With Sampling Tee_ ... ., . By Others--+'~ ... ; ' ."O .,,. ri. ., .'0-:. ~-. ·Sediment Weir: Cqalescii-ig. Media SECTION AA STRUCTURAL NOTES: 1.. Cone rete: 28 Day Compressive Strength f' c= 4500 psi 2. Rebar: ASTM A-615 Grade 60 3. Me.sh: ASTM A-185 Grade 65 4. Design: ACl-318-02 Building Code. ASTM C-857 "Minimum Structural Design Loading For U'nd.ierground Precast Concrete Ulil"ity Structur.es" 5. Loads: H-20 Truck Wheel w/ 30% Impact Per MSHTO .GENERAL NOTES: 1. All Baffles and Weirs To Be Precast Concrete 2. Static Water Depth = 4' -0" · J. Contractor to: Supply ond Install All Piping & Sampling Tees Grout In All Pipes Fill With Clean Water Prior To "Start-Up'' Of System Verify All BLockou\ Sizes and Locations ' .... ' ~·. o . '.· ... '~' . Oil Retaining Baffle ' 0 I "Sr --Out.let Pipe With Sampling -0 By Others I INFORMATION NEEDED: Top Of Separator El.evafion: ___ _ Inlet P,pe Size: ___ _ Inlet Pip_e Elevation: ___ _ 0.1.1tl.st Pipe Size: ____ _ Outlet P'ipl-'; Elevation: ___ _ BASIC DESIGN INFORMATION: INFLUENT .CHARACTERISTICS: OH Specific Gravity: 0.8.B Operating Temperature: 50' Influent Oil Concentration: 1 DO ppm Mean Oil Droplet Size: 130 Microns 0.33 ft/min. Rise Rate · Tee Designed Per Washington State Department FLOW RATE 110 GPM EFFLUENT QUALl1Y 10 ppm 100% COLLECTED SIZE· 60 'Micron Of Ecology Saw cut Saw cut Top cour~::/:~:h°".'"::::::::;t-=:::;:::=·c;:. L=r"rs"";,% ~st~~er~~t ( typ) Base course Varies 1' TYPE D BACKFILL 1' Min. or as required by the City of Renton permit (Typ) NOTE: ALL IMPORTED GRANULAR MATERIAL TO CONFORM WITH WSDOT STANDARD SPECIFICATION. TRENCH DETAIL DEVELpPMENT PLANNING Cl rv OF RENTON DEC 2 7 2007 l-ntCEl1/'ED f-w U) f-- 2 er w 0.. 0.. 0 LL 0 w ::J U) U) 1/l z 0 U) > w 0.. :>,.. ~ -~ -~ ~ ".l~ >::-: ::>-t::: ,-....,j viU CID a. u • 0 :> :i -N N' 0 "" ~ q, "0 " "' 0 ~ (D lli ci ~ 2" z 50 -~~ Z LO 2 ti: t!J ia .... w t;; ~ U) "' ~ 0 w => " ' CJ bl ~~ t; w ~ a" ,: • 0 a! 0 ~ -~ -.. o; -C >' CD 0 w '" u_J '#O u ll) >' m ~2 "'u 62' ifJ. ~ -<I'.! c-.. 0 ~ "' en ~ ~"' A "' 0 0 ~ SHEET NO. C4.3 LO z -! 0 ~ ~ o; z 8 " 0 z 0 I u ~ w 0 z 0 ~ -~ o; ~ °' w CD ,,- :0 0 zO I CD (D '; 0 ------------------------------------------------------------------------------------------------------------__J PACE PROJECT NUMBER 07592 DWG FILE:P07892-DS-2 •