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. , <br /> . , REVISIONS <br /> s---- ---- -- '-- ' --- s - - .i..ik=471664- .,'-3=5 CF6"SD „0\0718%___S 7-17:'""n"' --.." '„-'' " Wq '''''..".. .."'--.'".n.-"nun A ill "" .'-''""''87". „-----; ; A.I 1127622"." I III•-•"124‘--- :I- I;A. .41=79.1r' ' - ; 'Ir: IIIII I <br /> CONTINUED - SEE SHEET C4.01A <br /> ., , <br /> ,., <br /> Iii3 , <br /> ..... ...... ...7-1•11.3 111111M_All stal=1 . , -.!0■10., -1771.77'''..." ,,,A111.11,41111.9-1•111.111-_,IMMILA.INs, MOM Ell Mir <br /> RAISE CB TO GRADE ' ' I I I T.I -crim-„!--.., t IRIM=81.70mm 7'7.,:_::: i i : <br /> :;'''''Fi r ,' - ; ; ; , <br /> . ., ,, <br /> '• ik C , , 6 SD ......._____,- SS I .,___ ............. - ` , .„. .,1 4 11 <br /> S <br /> , <br /> 1E-77725 -!,-, i ' CONTRACTOR SHALL BORE- , „'' ,.," , ' - s\ : „ ,, , <br /> 1 \ _ f, ' RIM-781.60- <br /> I a , 1E4672 <br /> , , . <br /> RIR.„,?t1-1,f40 IF 6"SD a 02V 11114.-11••'',',2",':',,L-40 LF6"..,,77:8.'sri 1L-Ha _ „.„1. .._.ura4 ,, A <br /> .L. , <br /> + •:- • , <br /> UNDER,EX WALL TOINSTALL.•'' I .;;-('A:-; , 407 _ - <br /> _ <br /> - . • st. ,,, / <br /> STORM PIPE ma INSTALL-PIPE ,..' ,,„,-., , 10 „..„ <br /> ..,,r '-- I ,.., 1',.• ADJUST EX Yu RIM TO „1,o, i, , ____ . „_ <br /> .. __ . i ,,,„.--'1 '- FINISHED GRA*77.40 * .,, t i . .. ., .Z •-- , ziff.m. •AT sp , ..,,.,,.. <br /> SD ; 6ITIVD ' - , <br /> • - --• ••--",-......,,....,.._,..„',„„_._. '-___SLEEVE A MINIMUM OF 4-FT ON „t . -i ,.„,„0a <br /> „ ; /E(N/11.,---, <br /> ,... <br /> zet„, I;?fr • ,0•4 8 ,•' <br /> ' EACH SIDE OF EX WALIPER - -;--------10'.4p l'an"; - „„ ---444,06•'"111-4 , , ,,.. <br /> -':'•--'-i ,.„., ,,.' -,,,, - —" --1 ,----------2------. - -...--_. .--Ds „:„,;;,,,,.14.- - c-IB'Ty` pE 1_ ____., _,E,,A1/411,fu4 .\6,.,,t,„ 0,„i„,_ -Fo„'L-...:::'''••;;;,,.:1(2176;:tigN72'.,_7;:".11:2.1 ••!:",•.,•::::::."'7.7.,„:7:•':"-_:""164111(.5),--75:0,t7NT: c`a r- f 1 • w;-? 1,_ ,! t , _ 0 10 20 40 <br /> ... REPLACE'EX YARD D'•IN ; I .c.') \ ; • I ! . it - 1 1 "--; -t----; 1-;------------.. ..._ <br /> '-')- .....1‘..„ <br /> -.:7'- 25TH ST I DETAILriV ------------ -,- CB5929 ,1 /.'DJUST'FcRAS0DvmMEE'Fi.•,,'NIrtEciTONI Ew , , ' I -/ ,...- CONNECT TO EX CB // .,-; 7,,,,,,-:,,,t,./,,,41,7_,,,,,,,,..t_7,- ,,,,,:-. -172. ;",,,,,, . 7 ...-•.-7.-Nytth I\ -„, ' ', "ct, IMIII„ 11111-,- 1111..11„ - Mil....1.------ -- <br /> -' Al/ .:-/ ,- / .7 ,7- / 7',-/ -7/-,-/ii it"'''',/-t,''-I./'',7 '-:',7"-,-'' / r't ,''' r-' '.'-'L -..k., 1. ;•.,-, ' <br /> ' CONNECT TO EX CB 54851' .....:... IIE-76,01 lE=76.14 8"(SD) ,, ."-,, RIM=76.79 <br /> EX 40"SS FORCSAI1__„XN, W111•1 NEVV TYPE I B, <br /> RIE1=M7=47.662.74 0 IF 4"SD <br /> ' - . 6TONC z 11,43814°56 SCALE 1"= 20' <br /> . . W/SOLID LOCKING LID .,,-I _,,,, ; ISHEDSRADE.7. . AND D,ELOVVNDETSPAOLU.Ap_NyN)E,CTION20'ISF1 <br /> TOP=75.8540"(EX SS)\ ©0.5%MIN . <br /> tt- .i ILV=79.65 25TH ST <br /> „ <br /> - ST RVIORAIN- j _______ :.•,,!, 111r t.,1 .44-75.64 .....i <br /> ; ' / / ,AND GRATE ' ADJUS1 EX CB 7 / ; ,-,...r.•;„„„-- ,,...., ,, . \ I -',, , - <br /> RIM=79.47 <br /> ,676K I , <br /> IE(SYI-79.00 <br /> • lE=77A2 4"DININ)NE 1 lE=75.43 8"(IN)N -- -:- I-!...:';, r *,\ <br /> PROVIDE'?MIN ETHAFOAM 0_. IE= ',"6-4"-(OUT)E ...44* .EANPLAH'IC6'5 <br /> .., :7E, <br /> '- <br /> . _ . <br /> , IENI=79.56 <br /> , .,, <br /> • _ .--.,., , , ‘ 4 31/"' , / \'‘,„ iCilEi:„lErpIASSUD.D II' .___L_,r_.,::J.__ _ __ 12'CONC )., (..) ' 1 r <br /> ______ _ <br /> ' ' ' SD S 875744'E <br /> ' ' -' t' lE=73.10 6"(OUT)NE FOOTING -,,, ,,-. ,/:* .>" -3-404,2 - <br /> ,-_•_ 1 1,'c , 4' . , „/.-/ 7' , - _ _ <br /> , . 0 I 4,,_/IR iii„ft iit4,0"2 s...6,1 61.05.67 5,(, 7.4,i., ,;t„!t:,i,,I •L.1/RCE,/8,4:4 7:0 4--72,6.67 77 1 2-: <br /> • ,SD _ J , ' / lE=72.80 6"(IN)W MIN / ' / ..-----7--- b . ....) /A ' i A _ <br /> ,...'''' /".,;.':,._ ....'1. 7-;';i''.'.:,',.1.:::LEIELSIA1r77-21..582A3 ' - lil //r.. ,1-,''117:::11EIT(N(Niff-S):771t. 57: f':-:;•,':-1--;.-:',f .'i''',..7:'1'...,'... ,i <br /> / • <br /> • -c3 <br /> -4- 'M4,25 / ,- , / .- ,,,,1 - ,: ,,,,, r _ ;_; ; <br /> ..,, <br /> A ' i -- —ASINOLKX CB41100101EltiflE CB <br /> • ...,,,/ . (-45.it,„7_,, . i ADJUST EX SDMH ,,r. :FOR PROPOSED TIGHTLINE IN : <br /> __ ,, <br /> RIM-7669 u) - ,,, @ 2.0/0 MIN ' ' ' / '4 ' t ' 1 1 ' - - <br /> - - „t-• - - i •.- v-•11 1 1.,4,_ , _ , .7•:, GRIM TO FINISH,- fr----„, kriv _7 9 ,u)((SO=6C6-L, ,_-_-, , _. <br /> ---7,7"-RA--13--E-In --. -'''''',.;',"'\-'TE04)(49;73899 / ''t -Ali'JUSLT EX C:'RIM „ • / CONFLICT WITH FOOTING,PROVIDE ,'-82.'6' ' 1§..., ; 1 - ' . ,\r-.7MHI194 ', 2,,c.,,,7 ,, . , WI VANED GRATE PER COE STD DWGS <br /> . ., 405,406,411 <br /> ''74 • TORAIIISHED ..,-- ; 'i ROUDGETHACILOyER,E,DfiTypPLA3Y. <br /> RIM=80.89 <br /> . //if' „ 1 ' i --,,,'\ 1 _,,,..___,,/, <br /> 1 , / 7 1, ;;L'ii, ,';/ ..) /// ; /---i12,2: ./ ;- ;'' 1/1/stIoNRNE.ctmoRA'iN; ,./",.//; ;;;;;. ./.„//.: ,/ .;;i11,-;i/kA! -/ <br /> FSOLPOETVINGTHPER <br /> 1"ii, / .3 / //,//../ / -- 't 1 t /1E44.67(ASSUMED)' 7 --11, /,•• 7./.7 :,--.3„--y-.,,, S301 <br /> . . . ,!,.“,,,, ,s 1:4-' )0NSTALL TURNED DOWN ELBOW <br /> , . <br /> _ . <br /> DRIM--'7651 / ...:-.- . <br /> - "7, ,,,, _ LA <br /> - . -- • i (FLOATABLE MATERIAL SEPARATOR)ON <br /> .7 ,7../ 01).--75.181 . 0 <br /> . -- ---- / '''' '-'''/ / NEW CB TYPE 1 "VERIFY AND REMOVE EX CB.CONNECT — ' •'„ ;1' ' 1'.1 '''''''' .11-1„- ----•'--'-'------ ------- -- EX 12"OUTLET TO THE EAST PER COE STD <br /> '' -'77: -' -fr""-',.-F ----.4 . . CB#2 CB TYPE 1P <br /> - -, - i •-s; 'X ! ) ii7 :S ':.// -' RIM=76.61 I PROPOSED 6"SD TO EX STORM PIPE. ' ' ' 11 ' ' Z <br /> 20,0,'',, 1 ! 1 ,' '\,,) !,_'' •, , , _,_„, j , <br /> 1/ ' . _ . <br /> .'_ , , <br /> : <br /> , <br /> , <br /> . AREA DRAIN IN , <br /> . ' • ,-- ' :_ . <br /> W/VANED GRATE •-,.t - DWG 414 <br /> , „.,. ,, <br /> lE=7424 1 <br /> - 0 ,, ., WALK OFF MAT CONTRACTOR SHALL VERIFY EX IE /71,,./ I I____ <br /> ; ',''''140' ''' <br /> - '--;----7- <br /> * - , <br /> t u) • , - - ' <br /> _: • <br /> .... • ' RIM=79.28 / ' , -t---- I -„.4 tt,-, , t , - . i <br /> i ; ,;,„7,7_ ,a7_,7 ,-,--••••••77,•,_ 0 ih 1 <br /> _ , ' <br /> , RIM=76.65 , PRIOR TO MAKING CONNECTION. / .. . 0 <br /> 115 IF r SD a 1 2% 4.1 - <br /> . . . <br /> ' ' <br /> . "V../ ............_4_,..,„1 ' ‘ <br /> . . ' ' ' -=4 -1 -•;'-- — '1 - LTJ--- ) , „, IE=75.004"(OUT)N , <br /> . <br /> , . , . <br /> . <br /> . . .. <br /> . , : , <br /> (BID ALTERNATE N0111k - 't,,Jr1h-I _ -.1,/ .,./. ' <br /> ' , . :I,, , , <br /> I <br /> , , , <br /> .,.. . <br /> , •: __ CONNECT TO-EX 4",---. _ ' CAUTION WHEN EXCAVATIN _ <br /> ' , ., <br /> ,''` ,„1 SEE SHEET C4.01A -.7-., „,- , <br /> 24' --; I i , I, 1 . I <br /> . ., <br /> „ <br /> ' STORM DRAIN ,____________ , <br /> FOR EX GYM TIGHTLINE IN CONFLICT <br /> ICE047NTIIA32 CONTRACTOR USE ''6„,-//,-;,... -,,,-,J.,,.... <br /> ,,,,,,, , , c9: I 1_1 037 0L.Fr8".,,,SDcii ,,is,,-- ,,,,,, <br /> R GAS SERVICE-, .._Z,,,-...„/, . . <br /> 0 <br /> 0 <br /> .,, , - - : 0 <br /> . 4 i -, . <br /> „ : , <br /> - <br /> I FOR CONTINUATION <br /> '-CB#3 CB.TYP 1P 1 ' '' • ' . . . , ,- . <br /> , , -,-v- 1, 4 <br /> _ 1.. - , lE=73.87(ASSUMED) MTH FOOTING,PROVIDE SLEEVE , <br /> . ,, , <br /> ' - ' - .' THROUGH COVERED PLAY FOOTING . <br /> , <br /> 1 <br /> . „ <br /> , <br /> , <br /> ' - >•... 1 1' I f./-7,;/ W/VANED GRATE t RIM=77.01 __RIM=76.87_4 iic <br /> (Lie) H '‘,, i ' /Y.,''S., . <br /> . PER DETAIL(2 (TYP) , <br /> , <br /> , <br /> ' <br /> . , 14 1F8 <br /> 72.c.2"SD: <br /> • LLI ' ' i '1°,: i FuNAD...k,'-',,, lE=71.83 lE=73.83 8"(CIPT)S III . ! - ' W/VANED GRATE . _ ___ <br /> ---,‘„, 0 <br /> ' <br /> ' <br /> - <br /> RIM=78.88 , / , , - <br /> . ,, <br /> ' ' <br /> , . <br /> ,- , , <br /> - „ • <br /> I LU <br /> I 4 .45 8"(OUT)S , FTG----FTG-•; ;•• II; ; - •••• ' •; ; F.--"' / . . • . . <br /> , U <br /> ' ' CB#1 CBTYPE1P„,,,/ /, <br /> fi s C414,_ <br /> *--t- ---1 — ....1 1„ ,.?„.„;.1-_- ____74.0 4, <br /> - , . - ,,, , <br /> , , <br /> . „ <br /> '' <br /> ' - - <br /> _ . . , , , <br /> 7,- ,, <br /> ' - . <br /> .„ <br /> . _ , <br /> ,. , , . <br /> , <br /> , <br /> . <br /> , <br /> . . <br /> , <br /> , <br /> , , <br /> , <br /> , <br /> . <br /> . <br /> , <br /> . . <br /> . <br /> ' <br /> , <br /> CB220 .0 - , , <br /> " <br /> . <br /> „ <br /> - ----EL=7 .55 <br /> . . . <br /> /I __,,, 1, ___ , lE=76.17 8"(OUT)E '/ ,--t- - , ' .. - 1.i1111„ 1 ! I <br /> . . <br /> , , • , ' /IS,/ i P; 1,---'-' • 1 <br /> . ,. „ . , <br /> - • gc: ,..,„ , „. <br /> . ,7(2.,/, , ,v-.(7,/ ,i7,; i0)''' G:7),!--- -r.,,- 1 ////:.-/,..0,.....H../.., --'I I <br /> FTG- 1 Ie.(/' 1 6."•.-IIk,',,,,,,I S I <br /> — , <br /> - :,• . ,, i <br /> ' i-- ,,,-1.--1-- ,!EV:••7,7t,,, .7 ,-, i I I <br /> 11 i i'Ll ,..G-- -F C.,---1-FTG-----FTG- ' r _0-1 ,•,'./ r° I-1-, I ; „..- ' 1\ , , ,AQI T , <br /> EX CB RIM TO GRADE I <br /> _ .. . , . , <br /> ki i ; 40' i,."i: <br /> ' - _, 7 • - ? <br /> / . ' ' SDCO 1 <br /> , , .„ <br /> . , ' • <br /> . , CANOPY COUGHLIN <br /> . . . <br /> . . z. ; ; COLUMN <br /> Top RISER--76.70 AN 1,,,., ilo:,,c_.,.3,\ I ICgO4N 414,7!CT1-1:1EX CATCH BA$1N <br /> •- 1'; , 7 ' es ' /:> ',_/1: ,,,,,,), :,,,,,H)-- 24, ) r>.! 7/ r " ; / RIM=76 31 . <br /> ! • <br /> . <br /> , Al _ <br /> , PORT E R <br /> .. . <br /> . . , '''--- —1-;A ' -I- 4,-- /IT---' .'7,/,', ,," ' GRATE /1, .1-i.'; _ <br /> 1E-73.24 • . , <br /> ; <br /> . RIM 79.29 / ; . *." ,/ „„„ <br /> . , .,-A 1 , <br /> ,. . . <br /> EXTEND DOINNSPOUT TO GROUND j, i 4D"oR 0 UsNpDoSuTTE E L <br /> . - . 00 ,r•-- , , " / ; lE=78.29 AND THROUGH ASPHALT.ADD(2)90° LUNDEEN <br /> '- • ' BENDS PRIOR TO A 45°BEND <br /> ' • • . <br /> 1t.j.I it11 - 1 ' k 1,..1 1-„fro") ,,,a' ,:• i . ,, , <br /> • • ' ? .• ::,•-',1 :, ‘, • 1 5 LF 8"SD a7.0% . „.....„„„_.. ___ ....... _____ ____._ . RIM=79.28 , „•-, - ,:,, . ; .,,.. 2 1,,,'' THREEENL:,R071GNRAwt•E L, <br /> 4"90°BEND PAVEMENT <br /> . . fc,-- ---;---/, , -7,,i--,--. 1-0,------ -i-,,,, ' ; K,..•iv , ii ,fr/A 7'V'7•7 7,,,,If?,,l'___,7,, :471 .,1;, ;73.34 8"(OUT)E -1 , I,. tt,, _ . !,!,. , .. , , <br /> .„., ,,t;'..F„,„1„, 1' -,t,:-.J.,-, ,1.1',,,,', ttt.'",11f.„tt 1-1.• 1/// ' ' ,„ / . . _ <br /> _ , I ENTERING THE CATCH BASIN A <br /> 1,- \ , 1 AV/ i -../ „.,•</. ( .71 / !,/,'.',,,,,/, , ' ' <br /> . . <br /> ,:, .,• , I , •-•- / ,- INSTALL SDCO ON ' " , ,„! ' i ! <br /> 1.4......._ <br /> • - . 1,- <br /> ; .I / 1/ I/ I/ I i , ','/---'',/,-1- ..41 1, ' ''' •'• / .1'--/ RIM=76.47 , ! ./7.,/EX 6"STORM PIPE /„-; / ; . .......,„1711:_g416-IP' .„' a:. ...,65_,..11410S%DMVIN 1 -, . . . <br /> , (206)343-0460 www.cplinc.com <br /> . m I ,,• •• • 1-7" '1,1 r.___„' . - 1' „t 7„..-' .. -11/ ,•-• <br /> I <br /> ... <br /> 1 1_,_ ' 1// , 4, 4/ r./1 - - (/ „,,,i,,///)/ • ? II '„'''''';:, :' I 11 .1, ' I11 II.',,7„..." lE=72.86 6:(OUT)E <br /> . . <br /> • I ' - .------' -/ V 1,t/ 1 ' -- 1--,:t?'„17P t ow:1N " 1:: . / ./. ; lE=72.86 6 (OUT)W , ' <br /> CATCH BASIN <br /> ,i' ; 1 \,_ ; I L V <br /> 1 /...1 k :,.///°:1 t"", i t,j"4/.0,I • /50°,84 t / z RIM=78.89 <br /> ...-' -• , , 1E47.89 ,-..,- . .. / , , <br /> _ i ' ; 1 , , . <br /> _ . <br /> . ., 90 LF r SD ! 1,-' I :' i \ - <br /> ,„,, --r--7,4117 rt.\: io - f•-:'•'e :V-: '.; '.:=.1-----' ',/ /-/.--. /./7/ / / - / /7' /' / :'"/// r/ ' //./ '' - ' - ' -' ' / ' ' <br /> . , , , „ , , . , , . ......., . .. § i 1 1 - 411 <br /> .' .. 0 .. THIS CONSTR <br /> UCTION RECORD DRAWING <br /> ,i <br /> 1 V .• 7-- /„LL411. 7 ' ..1. frf A,-1 / t , <br /> ' ' ' ' ' / -11--- j0 LF TRENCH DRAIN / <br /> •t / _ , <br /> „ _ , _ <br /> — " ,_ <br /> „, _. <br /> _ . , ,„ <br /> - - ... .. <br /> . _ .. <br /> , „, . <br /> ' - CONSTRDURACTVINNGRECORD <br /> ISA COPY OFA CAD FILE PREPARED BY <br /> , •i! 0!"4 ;..4 _ ' v4if r ';,1,7 411001. . _ , <br /> . . , . <br /> , <br /> . <br /> , ,,.., :,-.7 •,--.,...,, •- COUGHLIN PORTER LUNDEEN AND HAS <br /> ' ,...----' '•T's. i 1/7--,„ I,Alilik.„ ! / 1 !!CB#16 CB TY Er ' ' - t . <br /> ;",;,_ /1 1 . • p :,,e i , <br /> . , <br /> . , <br /> it - '.; -:• <br /> ...; <br /> EEL PROOF.GRATE <br /> CANOPY <br /> 1 <br /> , <br /> : ..•\LN .. _ ...kk i7011. 1 <br /> , ,, \ .,. --a- •,. , x - . „ ,, FOOTING <br /> . I <br /> : 4 -,, , . •••'^-,.. ' 1 if%'' '..---\ ' i - 1.24,6-I i/ ' . , /? ,RIM 76.87 , ..4 „.,,,,,,..,_, ,,, ,...,_ , <br /> '' A' ' ' /1/ V ''''-• 1,,,,,/ ' ' 4 7 1 lE=72 87.8" iN)N , 121-1 --- - i-1 --‘ '._ --- <br /> , , , „ . ,. . _ _ ...,-.R....,,,. .--....,,,.,,,,,,,,,,,,...,,,,.i........,,,,„......,Itt -- t ,- tt lit., ' k • • , EL..--80.oi <br /> .,. <br /> ' - - CONNECT NEI"SD Detail'A' STORM SYSINTEFME.BFRuIELDA:2020RIFIED INVERT <br /> ,,,,71 . : t---„......, 1. . IE42.87H6(0,U ......:. •r ..„ _1 <br /> , iti• -, ---- , - <br /> _.. : •-1.-iaillis -: . <br /> 8"x8"VVYEm 1 11.::„ lE=72.82 <br /> i 1,/ '. 25 LF 8"SD - , tztt - ht, ° -_-...161dRfLi.1111.1P4=f. " .1111r1.1.. NOT 10 SCNE <br /> 1.. ••.. ;;Y‘ , : <br /> 7,,,.,,!,•; <br /> / 1/ '/ ' V'tlite Vr'' "/C1 r----------L ,' ' -1 --i , ,, <br /> DRAIr.- ANcouNIDNVE0S;p:EuRoEELNANNE;DDSAERRTTITEANyINREINSLwEVSuWERARRATNRADUTIEE:ETNTE:N108,STINN°F;C:OTE;TDE0E: <br /> THE ACCURACY OR COMPLETENESS OF <br /> HEEL,P_ROO„F GRAT <br /> . . , <br /> N. <br /> I <br /> . . . <br /> . „ <br /> , SUCH INFORMATION PROVDED BY <br /> I CB TYPE I NOTE: <br /> • 1. ''' .' ' ' SEE SHEET C4.20 FOR STORM DRAINAGE PROFILES <br /> . , _,,,1/4.Lot,: 4F0R-PoETRINFGtXTEDRAco.......0RINNA ,,,,_ <br /> •' - .. - -. <br /> . . . <br /> . „ ... <br /> .., <br /> .. - <br /> - . <br /> ., <br /> . „ , .. • .. <br /> - - <br /> .. <br /> , . <br /> 40 LF IASD©1 „ c„ , \-- •--- -77-• - ---- - 1 t T--- I INSTALL CB WITH HERRINGBONE GRATE PER COE STD DWGS 402, <br /> . • ' t---- , . Ij,- (TYP) I '-' W/vANE0b...,TE ; 1 1 •ii ..,,, .1„,_,craii <br /> - <br /> , . <br /> , 1 ..t, . - -4,-- .. 'et,- INT0141N-- '`• Fr' -1 '4 1 ------, t, 1 n 1 11.1: ,,1_ , 1 I <br /> , , . • . ,, <br /> 11.--- - - -r:/-1---/1/„Y7/ v ' I %/1 V 11' -.. . . , 1:,,_ .'. , 1E42.70 8:(IN N siis I ,., , Attrk 7....s.„ 11.- ."- ‘14,7„ '7', •*1- B IN CONFLICT\WL7W--\ <br /> , . _, 26 LF7 PVC • x' <br /> , <br /> • ' . <br /> 1 /1„ , 1. 7211 4 / ;,,,,;•1 i q i , . (A,,, 8, _, 04% L, CURB ALIGNMENT . , . <br /> ' \ <br /> , . <br /> _ <br /> . <br /> , , ,, i <br /> , , . <br /> , <br /> . <br /> / i - .- , <br /> ‘,,,, ,,,,,,;; 1„4 ,/) F , (I/1 if ; .,-, i,'I PER POBSTD DWGS1 ..., .__,t,', .;.] .7„ T,...„ i-1‘4: \ \ 1 1 6"STORNI STUB F6R- ' t `1-1 :'1 , -• 1 f _ <br /> .. . <br /> . <br /> " <br /> .. <br /> - ' 1 1 I ' CONITAOTOR TO FIELD VERIFY, , *IF -11'- PIPEX-1NG <br /> I 0 <br /> . 1.41-:„.':1 t ' • -1,---1-7/--V,.. V I '7-1 ,; ,".;1 ' , /71 I I; 404,496;411 ) I ,,5 .,.„ 7-,_ , , _ , REP CE CB W/NEW CB#14 TYPE IP 1\ , <br /> . <br /> - <br /> „ <br /> . . . <br /> . . <br /> " " • <br /> , „ ' 1- ,,4,,,'" 1///, (1 , t ' PROPOSEDBILIN :., , <br /> IE=74,39- \--7 1— . , .._ _„_,,,,, _______ , . <br /> ' , ' . 6"WATER lE=76.00 ' l' <br /> 1 <br /> . , . . ! i ,.. 1 , / <br /> i.,.. - 7 1 - <br /> vi r/i i;/, v). /I 7, ii ,,,,o , ::j -1, ' <br /> , ------,N, <br /> , , S., , \ . W/VANED dRATE , <br /> .- - <br /> . . . . . <br /> „ T P-.,,,4 ' RIM-75 t ' 1. FFE=77.00 1 ,, \ _______-- - - SEE MEGMECH1 PLANS _.„ - 'i-1..- . - <br /> - . . <br /> 1 . COE=CITY OF EVERETT < <br /> , _, <br /> ----"/ ---"' ----1,--- i <br /> ' i / , ,$,,,"?`, / I , , . v , c, i; CB#15'CB TY 1P, \i- i b-- itk ,,,.. <br /> , <br /> FOR CONTINUATION ' . i ___,.._,.„ <br /> 11111101 -1-; 1.51'IF r SD . • • <br /> B#11 CB TYPE 1p ,-', ...1 <br /> ;,4',":4 e*:, .t"1/1A ; t '' ‘. -,,,,tt STORM PROFILE-5 -71E42.1 ir PUT)S -t I --2 :.- 1 I I <br /> i; WI VANED,GRATE ' t., o I LI(1 .1/74::! . VANED G TE'' <br /> / /. ;// ://../ 3112 (y:.0. ri/.;, , , wi , , <br /> '1 j.„,Jitf• \--- <br /> ' CONNECT TO EX STORM MAIN ---1, . <br /> , 29 LF TRENCH DRAIN a "---„. <br /> it... . . • I •E ' @ 1 6% <br /> , . -17t •1„ 1 1 N <br /> , <br /> ‘ 36..,F CLASS 52 DUCTILEIR41 UP TO 0.. - <br /> NOTE <br /> „.„ , RIM=76.88 „tt., „,„ p. • - ..-4,,,‘ t3 IF 8"SD a 1.3% ' _ \ 0.6%dlOPE _I_. -- ----1-11_\ ' -7411 - STORM PIPE TRENCHING AND BEDDING SHALL BE PER COE STD <br /> -.. - 1, RIM=76.04 •:.'-i;: "." I) u_ <br /> a <br /> a 1E4246'10"(IN)N SDCO 114,1 il:• ; - .• "MS,; -.4111111111114 ; ..r.r.; . . : <br /> • . M ''''''-'''''-'---s. :744; ' <br /> 7 I <br /> -- <br /> ' <br /> 1 , _SEE-DEt. rjay27) RIM=77.10 lie - j I r,T, SDCO i , -, . , DWGS 614,615 AND 620. <br /> ' - ' tli/). TA.11 C4.11 k=14.# •ri ,- : . <br /> AO, 4L3---- ---- <br /> , <br /> _ <br /> I III'1 11 t RIM=77;66- :4 I <br /> •Ilfr I <br /> • ALTERNATE NO.1) ' , i 1011F 8"SD III '1 ( . 7 <br /> ...4"/ /1 , ' '„.1 _ 1.• ;•, ', 7 I., _ CONTINUATION1.---LMECH'L PLANE FOR ,--„, ROUTAVG W/PL <br /> UMBING PLANEJ CONNECT TRENCH 4t, . 11 I -1E=74.2' :- ,1 NOTE: <br /> @ .1% s, I 0 / -k,"-i 0." i,,,;i-, :// - /1;4' : / V ' g I CONNECT TO EX .,..i. tk.. 1....--; ', DRAIN TO 6"STORM --G-R-ADE r II 1 ' i.' ' <br /> oo)4'DIA CMP 7/..! ...,L, - .',/,, >r,, ' lir .7,-..-- ONNECT 4"FOOTING DRAIN PIPE TO , „ c.--- RIM:TO _ ....2 3 o <br /> 11 I how' ..;, ,0D@ 5. 7 <br /> sy, :1 _ i 1 LU <br /> .. '-' l'.-- ' ' <br /> ------- tit ' ,, ,1, 2 _.4_--- <br /> 1 -. i \ , ‘w- I CONTRACTOR SHALL ERECT TEMP CONSTRUCTION FENCING AS <br /> , <br /> , DRAIN W/VERTICAL I,' ....., ; NECESSARY TO PROTECT PUBLIC AND MAINTAIN PROJECT SITE. IZ <br /> . _ . DETENTION PIPES . . , ‘, ,. <br /> r7 / r`') / 'I'' <br /> ./ ,- „, 7,1) I I;INTIIi 12"X8"YVVE A :., , 0 , ,.---- i <br /> r' ' -1-7 --- — 8"STORM DRAIN lE=75.75 ''. <br /> , _ ,.. ' 1I 111''`i. 1 0 <br /> ' I , -1-14 . <br /> , ) I 1-- „ , , ADAPTER '''''' SEE DETAIL 14/C2.10 <br /> , <br /> • SEE SHEET C4.12 . , <br /> rr <br /> 0 I ,...1. <br /> 1.1...4, , <br /> ' . 7 ILI I/A w ,, , ' ,„.....--4 1\ i <br /> /IA )--, ' 4. ..). /- i -7I 1 -. • 'K ii) '..., ':. -- -2:.---1 1"--'. SIDCD ',.....-1 . INSTALL ANTI-SEEP COLLAR AT PERF ' , lE=74.70 .. --------1 - '- ,:1( ' <br /> , <br /> OB#181 REA DRAIN 2 <br /> ,. NOTE: <br /> EXISTING SITE ELEMENTS,INCLUDING,BUT NOT LIMITED TO, <br /> lE=72.04' ' • N\ ' I =7 • „.....-- \----11, S t <br /> , . <br /> , <br /> , , <br /> : , <br /> 1//,,c(2 14 : /-77--TT s --,,,A..., - <br /> ' '/ (A. v ', ; / °- V , I I f•14 7 ILA 4 ',„ L , ., '' I , t- %k . \ <br /> , _ _ . <br /> , . <br /> . . , <br /> . <br /> , <br /> ' <br /> , , . <br /> ! : , <br /> i <br /> -‘1.2::‘,...,..,,;711.... 4,- <br /> 114„; ,•• ‘. 1 KIN4.7 .67 „1 1 <br /> •lb. s.. . SEE DETAILrIF) -1 ' <br /> ' . ... no_. <br /> .„, ! A _ /, „ ,m / 1 / •0 .1 i , , -4.. ,i3r . .,,,,, /„..).6, __of: .. - RIM TO GRADE ' ' <br /> ' s <br /> I t , I lE=74,E0 6"(IN)W(FROM TD) BUILDINGS,UTILITIES,PAVEMENT,WALLS,LANDSCAPING,PLAY CI <br /> . , - <br /> -- <br /> „ ' ''. , w I - - , r'l I SDCO” <br /> . _. , I ,0 , . ,s. . • „ A, (Typ) , oil' was. - - <br /> -0 1. - 4.46.. .''..• - 13 ' <br /> .4..-ioi. -I. I EQUIPMENT,A <br /> ND TREES WITHIN THE LIMITS OF CONSTRUCTION TO <br /> , <br /> 1 — -t... <br /> - <br /> \-,.... ,,,,„.. /.1 . <br /> , 4 <br /> • - .,. I!!': i! <br /> . . , ,,,,7_(,„: . ' 1;', 5;1 'r,/^27----, /•;,A, ?,///u)1 r12.4 ,,, A ' ''''.1-1'''''- i, '''' I 11 1E-7213 '1\ 1 j '1111 '', ; ili't .::„) <br /> GRAVEL RIP RAP <br /> < <br /> • --i 24' i ' i / ;. _ „. L,_ ' /, ! , if)., \ ifi / r / . Y/1 :4' 1 i 4 4' :/1 I - '"' ISITaA1,,,E)1,141-IETC ..--.1E=75,5. <br /> 6 144N- soL.09(SYSTEM , „ <br /> . . . <br /> .. 1, •1 . u r ! / 71 7 Irii 1 '': c. -4------i--, -17" , _.-------- \ - '-----,-' li.EA PER L'SCAPE PLANS 4 CHANNEL TO .. ' ' <br /> ,. <br /> i .., „ -. -, <br /> ' <br /> !tt <br /> f / ' <br /> . ! <br /> , '„4,V1,_ 7/;,,0 I : I rH7`H,' „,,A:„.„.,:,,,,f ,.i 1,..,[.,,t,- <br /> 1 / „ <br /> ,_ (.,„ .,, : <br /> , _ . , <br /> , _ , _ <br /> _ , <br /> H , ,k) , , : a , ,. , , , NOTE <br /> t,-, , ' *IV!.-- - - A 6I <br /> • - t \,„,: , Fr • ' I SEE C6.02 P . „ ' . <br /> ..i.„... „ . , , , SWALE <br /> I <br /> I , <br /> 1 i 40 <br /> / , , <br /> - 1%41/4 6-44 <br /> :: . • ' <br /> ., L' ' 1 sN opor F. 3 6”SD \ „ WRAPPED IN PEA GRAVEL PER 1 :1 , i•k`,,L._° ' --„ , - , <br /> ‘,„. \,z,47 COMPANY TO LOCATE ALL UTILITIES WITHIN THE PROPERTY LINE. LIJ <br /> . „ ,- , f / •/ '' rt P <br /> ''' 11 i-1--l'Irl'i'' <br /> -: ; . ,spco--1;,i,,..... --1--1 lE= 5 5 '• <br /> CUGTINTLIT <br /> -• ."1" • ' ' ' <br /> , , , , , l'.'", ;I ;, (•;_,, -- '12" il-WORM \ X, @ i 0% , - c)..N. k L'SCAPE DETAIL.514.06 <br /> , <br /> I 1 1,0.. I. 0 ....._._ 0 L 0 -- 0 ---e 1' - <br /> WITH 12"X8"WYE 'A . ,. L , ,_, , , <br /> .!. ' <br /> ,;,,, _ ,, ,, . RIM=76.871 1":- I RAIEsCwTOI RThSINHALLRo.EwN.LsISHTALALPBRENLA0TcEAUTTEDILluTYsILNOGCuANTDINE <br /> Z <br /> , • t -: ' i i It t =74.50 ', 1 ; I 1 ' ' • ' SERVICE AT 1-800-424-5555. <br /> 41:A \ ri,:lE=72.90; I ' <br /> ' . — - ---- 4_11- • 111 -; lE=71.16 87'sr SD a •' \ IN. ,CO,NEC TRENCH;DRAIN II-0 61TO l ; , 1 • , 6../.,,r' <br /> 1 <br /> , <br /> . .'; , ' " .--7•• ••*----0.L.A----011- :"--9-1.1.z.,-I-01J-- --i'..:-.', • ,:• 1 @ 2.1'P, ik , _ __ , _ i,16,01...F60ATRELN Di_I N_ _ <br /> 1-:„,„ ,1 ," <br /> RTICALTADAPTER 1%4 <br /> , . <br /> . • _ ,_ , <br /> . , , ! NOTE: . 1 <br /> , <br /> .- ,-- '---- <br /> . 111 • ,,,- , i . <br /> . ,„, -a- 14.1 CONTRACTOR TO RETAIN COPY OF CURRENT EVERETT DESIGN <br /> 0 <br /> . , • ----- 1--",.. . '-„t 11r=A7T4N; <br /> / .., . <br /> / , <br /> .8) :,„1 b„); -1 <br /> i I \ ' r 0-1r, t-,- ....A. <br /> - -‘. _-- at,. 4"STORM-Dfalt,TS, ;B IlEg82\ ‘ t. ; <br /> l'Ill . <br /> , , , <br /> .. . . <br /> - t <br /> „ -1 ' , ; . k, ;........-- --; ..;_; ,', 1 ftlE=72.98 t ' ' : <br /> I <br /> " AND CONSTRUCTION STANDARDS ON SITE DURING <br /> - - . 1,.... <br /> — ., ' I .. <br /> „ <br /> , , „ ' ' - - <br /> . ' 1 <br /> , , <br /> • _ . 1, ;I ::'." •, L ' ---_, •,-, ' <br /> I 5-1,t1W, 1001/.4.-; . <br /> , ... . <br /> , . , „ . <br /> . . , <br /> „ , . <br /> - . - 0 <br /> _______ <br /> -....., 84 ' p -. 121.sr) h, ::, ---- pROFI' $\ C ' - . 'T' L,..4, ' 14 • - ' • CONSTRUCTION.MOST CURRENT PDF VERSION AVAILABLE <br /> , . , <br /> 1 siorogill.11_11- <br /> „ i , <br /> .-..,„:„ ' • 1 \\. 20 LF-ei SD a 1A% I t",,-,1 im, ____ ,, . TD RIM=76,54 ! ,,,, 1 RIM TO GRADE,,,,, <br /> 1 1„., ..1'II ,„i,„(.-.lir,,,: c, <br /> •I , ,, , ,. <br /> \ gi4 <br /> , <,. <br /> ' • ---- @ 0.5% @ 01% 2,•f;' \ ',,;; ; ,,•STOPV,L: ,,,,,, A,_L--- --, _,_._.., . ,, .... \__ ,,, ..,...H'i , , _IE='7.4TE 0 ___ _ ,,14,,t) . . . , /1, ':11 ! I ONLINE AT: <br /> ts7r4;,,,, <br /> • https://EVEREMNA.GOV/1531/DESIGN-CONSTRUCTION-STANDARDS I <br /> . , <br /> . , <br /> ,---,1 ------41-1.14PROF/L I (BID AL NO.1) / 0 ': - N, 2,., , ----- .002.-f 6 `)11-` rs...1 4' , cn . <br /> _ . I <br /> _ , , , , <br /> , k• : .-77t 4X <br /> 1 ,..i,,z„.1•: ,i, ; ,.,iI <br /> ,-.. E 4 <br /> ..........4. ' <br /> , 1 ,6"I. • 1 <br /> . Iti <br /> '. 1 3 \ Z . _ , <br /> - . <br /> . . <br /> . , 'Ilk ‘ ,,-------7, - •.. IP ,z,13; !,, 20 LF 6-_,____S I+ ---, _,,:._ <br /> , - in <br /> FINISHED GRADE NOTE: <br /> . :,Lk,s 1 , <br /> . i . ,. . .... . . , 08 ,„/ ,, , "41.2f) 4"PERF EXTERNAL ` 1- <br /> , , <br /> , u LiJ <br /> . , .L. 1 i 1M=7"40 , 41 ' 1 <br /> I <br /> I ...,... __. __ _ , . ,: , , . FOOTING DRAIN I CONTRACTOR SHALL COORDINATE WITH EACH DISCIPLINE'S PLANS, <br /> - <br /> - <br /> ' . <br /> ; - <br /> - ' --' ' -' a , ' <br /> - '' ''''''', 7% . (N)=',7 0 • <br /> 617LF 12"SdA O.' ,. /:: . - '. “ <br /> ' \I <br /> \ <br /> , <br /> " <br /> „ , . . .._ DETAILS,AND SPECIFICATIONS,TO DETERMINE SUB GRADE CC ....1 <br /> -... . <br /> , <br /> -70,,FILE 8--I i <br /> . " )..'' ,i:; 1- '1,... . 144to• ri9" 'L'Id,! - . . ,t-k <br /> - • ° 'if' •\.,, ., • L-L„ SEE DETAIL rii) ! 1 .'1,.', ,,, : :,i-E.1t'1',„ ALL GRADES SHOWN ON PLANS ARE FINISHED GRADE CONDITION. <br /> !, ,L_______:\ , j <br /> 1,9_ • - _ _ ____ .._ - \ .._._ ,_ —-, .6.7 - - I ',-900 <br /> i o7I I 0 7-17-- (1/ 1' ,.._ ____ ____, 7_____ • . . (./.) <br /> , <br /> , ./ ,. I / . <br /> '0'1'.•',‘ i EB ' • ... \ , • - --N\•• • - - .7%. •- •- , x -'\--,,-,-7-N-77‘4474., _L .......1 _ ..__________ ..,.. 1,,,) ! , , i <br /> D/ ! ;' f 1 + ? <br /> I :' .' 1 I 1 I <br /> . ' ' --i.. J ,c\--k ,,,. . '1/4.. <br /> ..,_ _ _ i ‘ <br /> / ;.,,"1 \': <br /> 441k4' c, ' <br /> _ _ <br /> - 50 IF 6"SD - , SDCO ' CB#13 AREA DRAI , . <br /> _„..__,t- , RIM=76.85 1 AREA DRAIN- „.• _ - - „ - - -..I im <br /> , <br /> . ,,,. <br /> ., •‘ -------' I „/ '',..I., 1 ' :- ; RI El=M7=37.865.19 '.. -',N, i 1 , I L'; ' L'• <br /> MATERIALS(GRASS <br /> j=gin.4,EPNLATNToziggRAJITET.NDSCAPE <br /> _ <br /> ,. : <br /> @ 0•8%MIN 1„--, CONNECT FOOTING DRAL- E=73.20 CB#14 AREA DRAIN B.*'11 .7_!-,,-. . ------ \ f ,!,, ! : <br /> , <br /> . . ' CB#5 CB TYPE 2-48" CB#17 CB TYPE 2'.:54" 1 ,/ 11111 ,:„ .•,...: r..-7.tr7,1 „1,-‘,'11'1-t-1-11 1' ' • TO SITE STORM SYSTEM , ,,, RIM=76.61 I 0, cc <br /> \ / I . <br /> • lE=71.75 1 , 1 SEE DETAIL(71 <br /> I , <br /> .. lE=74.61 IE-7528 , 4 <br /> t„ , <br /> .. <br /> ' <br /> . - <br /> ' W/VANED GRATE CONTROL STRUCTURE -I t. ., <br /> .„, . <br /> , ., .11k, . <br /> : ORM - ., <br /> , <br /> . <br /> , _ <br /> , , <br /> . <br /> , <br /> • - • CB#10 CB TYPE 1P ' <br /> , RIM=76.06 W/SOLID LOCKING LID tt , . <br /> . INSTALL ANTI-SEEP 1 1 (TYP) , <br /> ; ' 11-"--=, <br /> 1.1;„1";,"' '11.''.' ;;;:' <br /> L.) I LuLa <br /> IN/VANED GRATE ; <br /> . lE=71.50 8"(IN)NW RIM=76.68 I ' EX 12"..TORM DRAIN (43 6i, <br /> 0 COLLAR AT PERF TO SOpri . <br /> , <br /> , _ _,, .1 - \ . I :., , ,!! , i Legend tr) <br /> I- z <br /> , <br /> RIM=76.06 lE=71.50 8"(IN)N IE=70.93 18"(IN)W ! ID I ',, _. . ; <br /> — '' ' PIPE CONNECTION , , , <br /> ' <br /> . -,, . <br /> , . <br /> . • .!, 1 ( 1,± I, <br /> „, ; .. 1 r ce Luc, <br /> lE=72.04 8"(IN)N lE=71.10 12'(OUT)E IE=70.93 12"(OUT)SE , <br /> . . : 11' ---I SEE DETAIL(2-(5) I c,,,:_4.5 <br /> J ‘ , <br /> , • N 79'33'06"E-4681' PROPERTY LINE -2 <br /> LLI <br /> -.. -- CLTI. I ' r---- - , ,1 : , , <br /> \ _ <br /> lE=72.04 r(OUT)E PER COE STD DWGS (BID ALTERNATE NO.1) I I - <br /> ; ru- -',. : <br /> ; . - ce 0 <br /> _ I crYP) 1 ,) [Tim - 1 ,, -,L,......_ - i . ! <br /> I - 73 < >III Z <br /> kti. i „. • . <br /> _ . <br /> . , <br /> ' 405,406,411 , .„--' <br /> ' '. Ft-STORM-STUB- H -LJ -,, 1 1 <br /> _ , . :,. , ,_, :__,. , ,, , , STORM DRAINAGE PIPE <br /> ' . " ' „ I , <br /> • 0 " FOR ROOF DRAINS PROPOSED BU1L-DING t ". LLJ N <br /> . , I.. <br /> ' ; . _ <br /> ' ;,,,, ,... .....„_.,. . lE=71.79171A <br /> El 1-','' FFE=7-7.00- 1..-4--, --„„ ' . ° <br /> - . !,.1„1:-.1 , 1 .: c) 0 r,_7, C) n N *IC® YD/CO/CB/CB 2/MH <br /> _ , <br /> 11:i1„ c:N , I i I r <br /> , 4 1--'- <br /> Ilk i ' B TTOM Or SWALE <br /> EiT., ! 1 GRASS PNED SIE / <br /> 1. I ' , 0 . t <br /> r'''- 4 - '''''.-- - -- - .-,'. ...-'-. .-. 1 I.1,,,,-.., - - -_,.,__.=„ ,,m N4 ,...__ ,' .1 , .., FROM ELEV 75.75 I „ . <br /> I SANITARY SEWER <br /> I t„„Ott1 ' _ . <br /> - , . .. . . FOR , 114 L__ _ _ . . - - ?I'- ":,::. <br /> • -;. <br /> .„, _ : , ', 4, CONTIN ATIO CB#6EITYPE 1 • . ,,, , , , <br /> „ . , . <br /> * ) '„ ....._ 1 ' ‘„ 1 k , I <br /> -TH "---.1 1 I <br /> . I CI : „ s <br /> , , 4.75 <br /> LEII=7 <br /> ., . . . <br /> :. 4, ,• W/HERRINGBONE GRATE , <br /> ' , 4- ' 1 ' ;SEE DETAIL 10 <br /> - _ I ; \ r I I I <br /> SANITARY MH/CO <br /> REPLACE EX CATCH BASIN WITH CONNECT TO EX <br /> . <br /> '\ F.,,,F- " - • ;',.,,, , SDCO 1 : (7-.) e• i • * <br /> , <br /> NEW TYPE 2-54"CB WI VANED 17 STORM DRAIN ' f'''''`; . . <br /> ,. , . . <br /> . ,,-.„ <br /> p.43 EVER ETT <br /> ' RIM-162r -1 I CBti9 CB TYPE 1 .` , , • , t 1-4-- ' <br /> "` I <br /> 1 <br /> , <br /> . _ P' ''''1'. ' ' ' RIM=76.1 6 i .‘I CB#7 CB TYPE 1 jpATE I .' ' .' <br /> _ . , _ <br /> , <br /> GRATE PER COE STD DWGS 405, WITH 12"X8"WYE - 1 -t.;', _fa_. 1 „ lE=7121 1?(IN)S I - W/HERRINGBONE WI BEEHIVE GRATE r,„ <br /> t, .,„ ,.., WATER MAIN d....A*t PUBLIC <br /> : ' . :! ,;.- ____, \ / „ <br /> .„ . <br /> lE=71.63 , CB#6 CE TYPE 1 1 "1 i.-N-.,1, '-- ) . . <br /> I I 406,411 <br /> RIM=75.14 lE=70.43 . <br /> ' <br /> ' <br /> ' <br /> _ . <br /> . ` <br /> ,. <br /> •i ' --\. - SCHOOLS <br /> \Y....„... <br /> RIM=76.66 RIM1f75.01 - Fr- <br /> W/HERRINGBONE,GRATE I I a I ' . I ' \ / -9- <br /> .4,._ ... <br /> ' a 52% I 1 . . t . , . . <br /> „. „ , <br /> lE=70.72 17(OUT)S EX 18"CLAY I 1 1 , .. , <br /> t : I f .1,1 • / I 0 •-. ' - - ' <br /> .. . , W Ea [? ----ii ,1-,--,1 WATER VAULT/METER <br /> ; I lE=72.58 8"(OUT)IN' SEE DETAIL/TEN ! ,, 1; / H 1 <br /> ,. 0 , <br /> lE=7221 8"(IN)E--___,__ , : , / 'I --.-. '1 6' t't i "„ ' I <br /> ,. 6: LF,12 -op1.6/o, ,,, . tittAk F 12"SD ti)12% ' = .21 12"(OUT)W t-1,1. ,,.„ . ii.: 1 <br /> 1 •••.‘\ _ MIN , ! . \ " <br /> . I <br /> lE=70.65 12"(IN)W SANITARY SEWER .. . , . <br /> - . '' /5' 11 <br /> , <br /> A. - ... ma. AI: - -- Nii.. •Nitiii.:. -401k. iht44..--4. ' ' -' N. - "-I, ' war' 1 ' ' <br /> ' <br /> INAC <br /> _ , . . :,C8403 <br /> 1 I ; ----7- — — ;.,,., - -0 ' TTO----F-TG-----fT0-7. FTG ,- frTG •F4 ;II"-.. _J.-F. — - --11. - '' i 1 ,;..1.... '/ i ! <br /> I <br /> INSTALL TURNED DOWN ELBOW , t RA1=75.29 , ,, a •-•-•••, --7".. "--7 ,..., <br /> . ....1_. ___, ....,...„.. L. _ ......._ ....._ , <br /> 55 LFT-SD.,77-------7-;—• —A- - ---7.'• tG-----------F e- <br /> • , .' ,., , , .. _ _ .. _ _ ._ <br /> 18 LF 12"0©"3:6°, -- -1., @ 02%1- , -- 1 1 <br /> - • (FLOATABLE MATERIAL , , . i <br /> ...4 A __::.,_ ,_ ,..;/- i ; ,i 40' ''L-40.-, ! I KEYNOTE®. <br /> SEPARATOR)ON EX 12"OUTLET r, / , IEM-7.70.52 I' . , i <br /> lEra=69.31, . <br /> „ <br /> . ' Ilr LeIMI "; i Li i 0 41.0.... ... 1"%r.. _-_.7=---'42.;‘ - . 7 ARCHITECTURE <br /> TO THE SOUTH PER COE STD f., i .9 <br /> , <br /> ' ! C3. ib.r."51... .,,,_ =' 53 IF 8"Su <br /> ,.. STORM PROFILE 4- - i ---"""•---I---011.1MMIller ..11 .' <br /> I ALL NON GRAVITY UTILITY ELEVATIONS ARE <br /> ,,,,, <br /> , . • <br /> • DWG 414 -, .„- ._ , . <br /> .. 1 .,-. . <br /> ; I I .. . <br /> . ASSUMED.IT IS THE CONTRACTOR'S RESPONSIBILITY nacarchitecture.com <br /> e - _ i kite.-.. - <br /> . te) 1 H.<, ' mcm.102-----i-- , ...,;„ '' ? ' ,, , , <br /> -- -Illy- 410 ,.......---- = ',.., '--..., _., / " <br /> , • <br /> - i , ;; 1 <br /> . _ A . - •.f-1 ''r -:'‘,T1.‘, ;;:' ''`- '4Th '-'-'' <br /> 1 .'i' '11 - / :"F'-v - D % ij--"'„-LI- ----- t-/-'-1" --,.9,---•\'' <br /> , <br /> .. ' <br /> . , <br /> • . 1. , . ,. - „. - , <br /> 1 , ' 116171 TO LOCATE,POTHOLE AND DOCUMENT ALL EXISTING 2025 FIRST AVENUE I SUITE 300 <br /> II ' SEATTLE WA 98121 <br /> , ,, 12111-7.21.1 <br /> , -CONNECT FOOTING•10RAI „t ' „ . , <br /> , 5i .. i4 -0-t 077826 li , IL6172 I AND PROPOSED UTILITY CROSSINGS PRIOR TO P:206.441.4522 <br /> , ..,4,_,J <br /> \, TO SIT'STORM SYS M '''‘, ' -- . . -- <br /> - ---- .7-I- , ;., i.1(V , . <br /> si " ;I RIM-79.0-3 CONSTRUCTION OR INSTALLATION OF ANY PORTION <br /> ., 1 . * --,-,„____,, W/ OLI LO KING LID/ C. ',NA rr `A„,,,lE=7316 \-2 „ <br /> •., . <br /> , <br /> , 1E-78.17 ! <br /> - A <br /> - ce <br /> ., ' \''(i/ -' }-' <br /> -, , ' -‘ al , . . OF NEW UTILITIES. CPL NO C160030-06 <br /> • - . RI - 9 --- 18 LF 6"S I'@ 6,5% --_, _.- _.,,,L.2_,.--- <br /> ,...- „ <br /> \1- ,.t 1E0..71.89 12"(IN)E _____„„ ...., . . . . , .. , . DRAVVN LBJ <br /> . ,n <br /> .--..-/ ' „ <br /> ,i. ---.1. . -- (,)- -a-. -a, ,e. _. ;‘,,. -',',T•_. ,. „„:, .„I,E=71.84, 12"(OUT)NE , f,, Lszt. s. 1 . ' i : , , 0: I • r- :- , , . _ 7 , , , _ <br /> , ...„,, ___ __ CHECKED KNK,SSE <br /> - , <br /> L., /1290 , a - - ; , , , • • • , • a <br /> ill'Ili,' ! 1 1 • ' 1 L . , ; .., <br /> . : <br /> , <br /> - <br /> . `,. ' RA1=75.34 DATE 03-27-2020 <br /> ,. <br /> L <br /> , <br /> , N <br /> ,7, ,' MH2904 . cs‘f., ' ,;= 11-4/715,756 .-REPLACE W/EOLID-COVER '-'"-" -- ':A S ••'-'''''' ''.'"'.- 7:Y ':E::"'-'''''',.;'''''''-' '-''''''''''-'.7''''''.71'i .S ..-- '''-a.=.' -''.. G,- <br /> 1 c5) ' 0000 REMOVE EX' CB GRATE AND <br /> r 7 RIM=76.12 2-3 .0"ts" <br /> tr, ,,` IgN-S)=62.70 ,.. I <br /> ' -- ----'t-- EL=76.27 <br /> '711,:t_.11., <br /> ! /1 ; .--...- - -- ..._,, <br /> ,.., t ..c•-• <br /> , MH6173 <br /> •116174 This Record Drawing has been prepared,in part, based <br /> - 0 , t, IEteNF)-_fg.53 " <br /> ... '• '1E(S0=63.38 -45:H'7---- „i .1 <br /> - <br /> , ,..... ,..... <br /> 'RIM=79.45 RIM-79.04 <br /> I laA9'77°9 1E-7822 on"As-Built" information provided by others.Though <br /> ct. osto. , % g ,:ft —_ lE=69.17(OUT)E <br /> . - - - S 88'00'51"E <br /> _ --7 ,„,____. I F(E)=7709 <br /> „ , <br /> ' REMOVE EX STRUCTURE AND .7.11.'11: .1.,„. CB#8 CB TYPE 1 <br /> '----- •-= ' ---- ,/ 1 W/HERRINGBONE GRATE --- „, _ <br /> t,,,„tt, s- '...-t.,-:•„:„:, .?-,;',„t -,,-,0-0 t „-1-7"..1_7 . -1 E-72 71 8"(OUT)W 26TH ST „_,. — L. • .... <br /> -- ala <br /> MH259., 100' ' IELSW)-776.43 <br /> -lErMI=7110 - r <br /> . T.-,- , . ' ' ;, 7,21,,,.'--I R1M=79.83 A the best a i la.le information, no presumption should <br /> MI/289" i RIM-76.09 n.„:„to 0.- ....) ,.. <br /> r I i rCONCc7rJT ,----- - ON-V=6767ln accuracy STORM DRAINAGE <br /> ' STD DWGS 401,406,407,411,AND 412. , , 2„., __ ......„ „... , <br /> RIM-77570 I-''' '''''''- ' „JOE-J=73.09 ''''''''''' •' '- ' _ -/ , <br /> '-''' / ---'-- ! lE=72.79 6”(IN)N <br /> ---. - „, , lErNE)=68.03 tbheemaas-,b_uirlet, ,r-dirn, gatthion and this drawing are based on <br /> ,. „„, <br /> ,.• -4- - •,-„:,.,'''----„, 5 PLAN <br /> cL .,, <br /> ---,•';',,,4,-, E=72 71 8"(IN)E- ._... , - - - - ....... <br /> ._ „ <br /> ' ' R„ OHO-7335, ,..,., .•24-: _IFNI-772.55_ L ' ILL_,,,, _.,1 .f'{;f:7?::',A`11,k_ __ ,i .__ _ ,.„--• <br /> ,...-> ri•ned B <br /> _ y Date <br /> . _J. 100=73.40 ,, at- • . , —, . „ „, ,,„, 7c.• <br /> „ <br /> _____ <br /> - , . • 1E00=72.80 I' ..."2 --,,,,, __ ,i ' -1,:t,----133-11 ,, 1.'2,,' I _ --- _ <br /> „,-, <br /> ,-__ _. _____ _.,_ . .'' --- _g_lt___ViEff /4C-tell/ Permit Inspector <br /> : ', ','!tl,'2',f,>-,_ f;RJ,,..„- , ,,, <br /> ,,,,-.- ,,„„ <br /> ,, , , , ,, ,,, , <br /> kl e _ <br /> , , ., ,. , - <br /> . t .. <br /> . 003744 ,- :: L!" _71 . • -L' • '''',I , , , <br /> , _,__ ;-_„__ -7- i ,,,, i ;2 • ; l';',,3 i 1 ' '',/ ,,,,• Print Name Title <br /> .1_•_, , <br /> „ <br /> ... ..„ • <br /> . . <br /> , <br /> . . . <br /> . . <br /> 5,....;....-..;, s0,-- <br /> 1,1,'''' 4111111.1 ' '-----\ ,,,,, . - ' lErNE)=7235 ,,, .,, , s'.,,' 112196 , <br />