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SEE DWG,0121
<br /> sooso98 0 '' \ '--- ® STORM NOTES
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<br /> D01-13A,INLET \ O I 1 1 SEE SURVEY CONTROL PLANS FOR DEFINITION OF
<br /> I ! STA=16+02.01(17.09'LT) I CONSTRUCTION BASELINE STATIONING AND VERTICAL
<br /> 09.01 , >< w I L
<br /> J I ( R(M load -I I- ,, .120 �, CONTROL
<br /> ( I IE 12' E)=1 N E Tg .aa' 2 POTHOLE USING AIR/VACUUM EXCAVATION TO
<br /> � CE. .1 I 1 -I 107 a lr�'C--1'--. LOCATE UTILITIES PRIOR TO THE START OF
<br /> (v/SDOl-11A,TYPE 1 CB +I 4a COnCRE,E
<br /> �•' I L.+ 1 10.5O'
<br /> m /.SD08-09
<br /> - 5 A-14+78.27(}7.20'LT) E ya s0 a-CPPtE) „ CONSTRUCTION.
<br /> s'r RIM=110.26 , CL CHArirE -Sa.o4' �$D08-09A IM 3 INSTALL NEW STORM DRAINAGE PIPE AS INDICATED
<br /> IE 12"(E)=106.13 : E N 5)10®27LF 12"SD @ 1.01%--\ \ - O ON THE PLAN AND PROFILE AND IN ACCORDANCE
<br /> .. _.. - -__r syr-- - 7:/'.ti ' L1
<br /> m " 12"SD - "- in WITH THE SPECIFICATIONS. EXCAVATE AND BACKFILL
<br /> 211028LF12 SD@2.4 ., I 0
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<br /> 15.
<br /> t ' .,"3 ( / r E-102.0 o c i) I '' iz"SD / C9 4 INSTALL NEW STORM DRAINAG.-i TRENCH PER COE STD ES STRUCTURE AS
<br /> + _-_ -__ _ a "_�:��5.r *'« ,'�a :* 7` yt _� INDICATED ON THE PLAN AND PROFILE AND IN 610,611, 6
<br /> ---- - "''' -- - `�_ `---'�-`- _._-- - -- --- - p / o - w ACCORDANCE WITH THE SPECIFICATIONS. INLETS AND
<br /> vwi i 1 o I N 17-... 1 N CATCH BASINS SHALL BE PER COE STD DRAWINGS 401,
<br /> c o '� + ( 0 402 403AND405. OFFSETS ARE SHOWN TO THE
<br /> . + 41 $o
<br /> N+I--
<br /> I 3 + ' �+ CENTER OF STRUCTURE.
<br /> • ' •4' ' 5 INSTALL MH FRAME AND COVER PER STD DWG 607A
<br /> ¢ WETMORE AVENUE 3 © _ I I© ¢
<br /> N-- f / vALVE F- AND 6078.
<br /> La A 18"SI / TOP OF w * 1s"SD Q 18}w 6 CONNECT TO EXISTING PIPE. CONTRACTOR TO
<br /> Z - i 7 / -74.ca (Z MATERIAL OUTSIDEAND
<br /> II ( g SD01-11 SDMH TYPE 3(48") � i 0 6LF 12"SD @ 8 3 _ _ = ELEVATION PRIOR O STRUCTURE MATERIALER
<br /> .- -.- 4,,. 1 ... A=14+79.15(10.36 RT)„ F' .r 7 V
<br /> j 1. r SUBMITTALS
<br /> 2 -- 0 ° LF 12"5D @ 1.0 �F .\ asPN. v.rEH VA,., j/ 7 ABANDON EXISTING PIPE.
<br /> TEa 88 \ ,,;, 09 7:. SDol-1a,SDM TYPE 1(ae"1 8 REMOVE EXISTING STRUCTURE TO INSTALL NEW
<br /> s;01-118,TYPE 1 CB - - _ ___ y.:;STA=16+45.33(10.19'RT)1Q0
<br /> 2 °` IMPROVEMENTS. SALVAGE FRAME AND GRATE AND
<br /> I ..._STA=14+75.17(16.75'RT) j /
<br /> 50 _ r f- z K ` w oa r E + DELIVER TO COE MAINTENANCE AND OPERATIONS.
<br /> RIM=110,32i
<br /> 1 .i.,,AL! 5 CU`+PETE/ ' K SM A 2
<br /> IE 1z"(Nw)=1o6.i7 P ORATE 10 2•' 49 9 ABANDON EXISTING STRUCTURE.SALVAGE FRAME
<br /> O35LF 12 5D @ 0.96'. .aOP `
<br /> t�rrPE 1 3 Sr Pu �+E d. \�n I E .os-1i 5 cON.MW) u0- • sw) '�' AND GRATE TO COE MAINTENANCE AND OPERATIONS.
<br /> R:V-112.55' _ •
<br /> ,`D Ort S :E=4O...8J a"�1(w) �- 1r •yA1 TO [:9
<br /> ‘,CAR PAWED ON to TrPE : wi sRATr <a . SDO1-110, E IL CB 7 © \ ' $21DO1=i3B INL�T'° .(`) . 10 INSTALL NEW MANHOLE AS INDICATED ON THE PLAN
<br /> 7;P1c16RE uiioasul� WITH CONTROE sTm,CTI RE STA=14+78.97�•5.37 RT)1
<br /> '`''AST /
<br /> _y STA= 2.26(1665 R . ' E) ,E(W)12 -74*80 AND PROFILE AND IN ACCORDANCE WITH THE
<br /> muffin 1.38 I f(IM=109.71 / WATER vA,iirnr1 TEE s),o`.
<br /> TOP OF 12`OIA L0411901.SrRUCTlRE-104.95' OO�. �:.,aa49 RIM=109.24 ;aaE) FLOWS SDOl-13,TYPE 2 CB(48")O4 SPECIFICATIONS. MANHOLE TYPE 1 SHALL BE PER COE
<br /> Wu OF 12 0w CONTROL. STRUCTIRE =107.1: IE 12/(NE)=105. . 61F 12"SD @ 4.41%() IE 12"(W)=105.18 - STA=16+02.26(10.15'RT)
<br /> C 107 99' a•tuP(S)'r,TH GATE STD DRAWING 605A,TYPE 2 PER COE STD DRAWING
<br /> r ,moa' n^CPP{s0 i;;, IE (W)=105. GRATE 48' tOr.C.
<br /> - - . • • • 6058,AND TYPE 3 PER COE STD DRAWING 605C.
<br /> PLAN ••' ' a ' OFFSETS ARE TO CENTER OF STRUCTURE.
<br /> SCALE: 1 zo 20 0 ) FEET 20 40 11 NOT USED THIS SHEET
<br /> PH j I - 12 REMOVE EXISTING PIPE AS NEEDED TO INSTALL NEW
<br /> 1 {'; IMPROVEMENTS.
<br /> C 0 1- 13 CONNECT TO EXISTING STRUCTURE.
<br /> 125 - _.. _._.....___.-- •--.-.---------------� -- - - 125 14 NOT USED THIS SHEET
<br /> r �� •
<br /> ; 15 CONFIRM RIM ELEVATION PRIOR TO STRUCTURE
<br /> MATERIAL SUBMITTALS.
<br /> 120 = - • --- VI 3-.o� 120
<br /> 1� :,t ��
<br /> C A e1 q epi N c R N ,-1 0 0 • 1
<br /> • .-1c:) ZN WWV1 KOG F.',F.,, M^N '1/T
<br /> �; EX GRADE @ STA CENTERLINE .a,r'�--mp-- -- +,,t m^ a ti a pp��31n z +o
<br /> 115 N- - O 0 N rl H N N- _-- - •._ N OZ 3 Wvv "y Qom.........- .'y 115
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<br /> 95 .. .... _ _ --- 1 + - 95
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<br /> 5 I. X13+20 Y 13+0 w 13+60 13+80 . 14+00 14+20 14+40 14x60___-._3 _._ +oo_ 15+20 15+40 15+60 _ 90
<br /> 15+80 16+00 16+20 16+40 16+60 16+80 17+00 \
<br /> iG 8 PROFILE
<br /> 0 STA 13+2O TO STA 17+00
<br /> 8 j 3 SCAM HORZ 1 20' 6-274):9
<br /> 1 5 . VERT i 5•1Desined
<br /> ^F,o war^ '� ---- \6 V.ROyk NORTH WETMORE STORMWATER STORM DRAINAGE °`
<br /> CITY OF EVERETT C104
<br /> 8 F , I> _- Cheekod
<br /> Design p Nrtl I `� ; PUBLIC WORKS SEPARATION PROJECT PLAN AND PROFILE
<br /> NO. DATE APRVD REVISION 0 W ET M O R E AV E N U E
<br /> PLANS ISSUED FOR 75% �e V4 Err 3200 Cedar Street WORK ORDER 3659 11
<br /> BID CONST REVIEW `0 Ltg�`. 425.25788 0 evveWA rerezmva.gov I aeclorr_io I srAre-wa STA 13+20 TO STA 17+00 60
<br /> a 1 '^ ACTION DATE APRVD ACTION DATE APRVD ACTION 1 DATE APRVD _ I o1Tay
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