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<br /> / i y :Su ®.STORM NOTES
<br /> 5 z„ c, l 1 rI °° f t' >>9� c s ° ra� 9 04 1 SEE SURVEY CONTROL PLANS FOR DEFINITION OF
<br /> A,•'-O, °tsyc°"0'4e'� • 'f l CONSTRUCTION BASELINE STATIONING AND
<br /> / o0 M _� r, .6 •. I VERTICAL CONTROL.
<br /> chi 4v,"© 14 6 DI Wr o c 2 POTHOLE USING AIR/VACUUM EXCAVATION TO
<br /> n:,.E� .t ...,.......----k-- —_ ')1,b�' / N. °ks"e .(/ y`;;S - LOCATE UTILITIES PRIOR TO THE START OF
<br /> cvc 4E� '�J 500403: i rs � © CONSTRUCTION.
<br /> ° ^ 8"DIW 14
<br /> --�'��� � � — i / ,-)-,'ez4c` `r'`,' - tl ; ,roA _ • 3 INSTALL NEW STORM DRAINAGE PIPE AS
<br /> __ - 1 sD04 03C Ia-' —...-.....1+ F- "-= �ti; INDICATED ON THE PLAN AND PROFILE AND IN
<br /> ri_ — LF 8"DI SD @ 2.03%O °s0..., ACCORDANCE
<br /> I �_ S,a == S- � 401/-4(.._
<br /> EXCAVATE AND IAC FILL TRENCH ER COE STD
<br /> ,wE. by sl5xl a ___.- _ sr '� DRAWINGS 610,611,AND 615.
<br /> 0�` t•� a 5f5E) r ` —r'"-_—` - 9,A-tr '�- -.,_ -"r.- - ,., ., - it,..,, --
<br /> e r;s$*° ' - 1 `�i � a 04 T / 4 INSTALL NEW STORM DRAINAGE STRUCTURE AS
<br /> ,
<br /> U -•--'' V '� •�..� -,r r , �ak"4'- 8o DI W -' '_"�'ts' - 1" 3,4 -
<br /> • o _ INDICATED ON THE PLAN AND PROFILE AND IN
<br /> uT _• •\.� • — a-` n ACCORDANCE WITH THE SPECIFICATIONS. INLETS
<br /> r '--4 ^', - ACVE ''"' - '�- - AND CATCH BASINS SHALL BE PER COE STD
<br /> _ t____,----.1.341.-� .AM a ©®s„DI so- RSON BLVD. - a 4,
<br /> sl,,,4111.1 w DRAWINGS 401,402,403 AND 405. OFFSETS ARE
<br /> Cl . 1 lr� ` /" 0 © © _ _ �`�` <3 - ° y -; SHOWN TO THE CENTER OF STRUCTURE.
<br /> W ,- s_ --' — .__,I...\.,,..____ __p__ - -- \,,......---",,...e, a 5 NOT USED THIS SHEET
<br /> oioo .�--\•--'-_ `; \ l/ - . /' < 'aG _ c_ 6 CONNECT TO EXISTING PIPE. CONTRACTOR TO
<br /> �y l f _�._- At E 1 ' 4 J» �..
<br /> *_. 'gid ,;•, " ---,,t-f----X., CONFIRM PIPE MATERIAL,OUTSIDE DIAMETER
<br /> w ---�- --- ...no i-'� am — r _ '� a� z _ _ '., " AND ELEVATION PRIOR TO STRUCTURE MATERIAL
<br /> __ �---
<br /> N 1 i -rte'\ / S 8p- r !_SD04-02,TYPf7`L�,SOUDUD�OO ��< �- SUBMITTALS,
<br /> a� �M
<br /> I—
<br /> ....---___ I -n! ° ` � E -- �'� sTA=120+35.06(-10.43'LT) ,2••;; — _ 7 ABANDON EXISTING PIPE.
<br /> Lu „� ;i,flaEL�+$a Pv�'Sg } /4
<br /> J ., SD @ 0.45% 3 - ----- -- -Ir 8 REMOVE EXISTING STRUCTURE TO INSTALL NEW
<br /> QJ 18LF 12" f
<br /> `� "A�h 2 w£ —O `r' : \, • �` SD o4 o2A,INLET 4 a �- ----.._ IMPROVEMENTS. SALVAGE FRAME AND GRATE
<br /> u p/a.11 cto;„� o°TM �, ` _STA=120+53.18(10.79'LT) Y AND DELIVER TO COE MAINTENANCE AND
<br /> Q= �� RIM=x1.82 //� OPERATIONS.
<br /> -C TSN_ '`� 9 NOT USED THIS SHEET
<br /> i/ 4a�,9. . E.'9:,„a , ---�_ `' 10 INSTALL NEW MANHOLE AS INDICATED ON THE
<br /> /f / e P' ` ,ii,,,,,
<br /> ' \ ° s° PLAN AND PROFILE AND IN ACCORDANCE WITH
<br /> /`000 SD04-03A,CB TYPE 1...r., r
<br /> 's +cr r`a y THE SPECIFICATIONS. MANHOLE TYPE 1 SHALL BE
<br /> / =120+08.02(36.35'RT) °1p i, , _S004.03,SDMH TYPE 3(60 y ,` !saJ� 5 PER COE STD DRAWING 605A,TYPE 2 PER COE
<br /> �- ( ,,\• STA=120+22.54(11.51'RT) 10' .
<br /> I o.1` 'y, + STD DRAWING 605B,AND TYPE 3 PER COE STD
<br /> r 'as _ DRAWING 605C. OFFSETS ARE TO CENTER OF
<br /> - STRUCTURE.
<br /> ''''' amolomn PLAN SEE DWG C113 11 NOT USED THIS SHEET
<br /> 20 10 0 FEET 20 40 s 20 12 REMOVE EXISTING PIPE AS NEEDED TO INSTALL
<br /> 100 - - - - - — --•------ - - ------—------ t ---T 100
<br /> NEW IMPROVEMENTS.
<br /> 13 NOT USED THIS SHEET
<br /> 14 RELOCATE EX WATERLINE.CONNECT TO EXISTING
<br /> WATER MAIN IN ACCORDANCE WITH 7-09.3(19)A
<br /> 95 '. - } 95 OF THE SPECIAL PROVISIONS.
<br /> 0
<br /> ao Ln el M
<br /> 03 i
<br /> t`"vJ,' 0 a? ••m^ ate--mini•^ ' }!}
<br /> 90 LS �n tl u n u n n N^
<br /> :
<br /> ¢ � n^ ° �'” 3 ami 90
<br /> •
<br /> i La vi It.— Ogfi,747-i , ,2-m,.anti g2� j
<br /> ...J.:.
<br /> 85 +' EX GRADE @ STA CENTERLINE W
<br /> $ i} v,C err---- ,nm ”' . _.__+ - • i )------ - •---- • - - --- ---- 85
<br /> W W W W W
<br /> E ii
<br /> ea
<br /> e y ~ — — — — — — __- _ —
<br /> 3 80 — Immisimmil +
<br /> s"s g Z — — — — — — 80
<br /> 3 3 = __ 1
<br /> d
<br /> v
<br /> 75< - . - . . . . - . . . - - - - • - 75
<br /> •
<br /> $ 29LF 8r'DI SD @ 0.50%•, - )
<br /> i;_ 257.E 12"SD @ 0.50%
<br /> s5
<br /> 70 - - i 70
<br /> e t
<br /> _€ 8
<br /> z -
<br /> Y f ---------I. ....»-_»_ ..___--�_. .. •
<br /> 65 65
<br /> = 228+00 228+20 228+40 228+60 228+80 229+00 229+20 229+40 229+60 229+80 230+00 230+20 230+40 230+60 230+80 231+00 231+20 231+40 231+60 231+80 232+00 232+20 232+40 232+60 232+80 233+00
<br /> .. a
<br /> fa E PROFILE js�
<br /> -°= zz
<br /> STA 228+00 TO STA 233+00 )
<br /> Y>_ C SCALE:HORZ t'—20' '
<br /> g5 3 vERr ,-s' ��
<br /> s 9 a �,�,\w��y,, NORTH WETMORE STORM WATER STORM DRAINAGE
<br /> 1,1 CITY OF EVERETT C110
<br /> o 1.-> '° vet <" `� SEPARATION PROJECT PLAN AND PROFILE
<br /> NO. DATE APRVD REVISION o.aeoaM.oua ; PUBLIC WORItS
<br /> i> PLANS ISSUED FOR 75% `0:�� e
<br /> TT 3200 Cedar Street
<br /> ALVERSON BLVD '" "°
<br /> >,.,� Everett WA 98201 WORK ORDER 3659 17
<br /> xz BID CONST REVIEW �,a W 425.257.8800 everettwa-gov REGION 30 ) STATE WA STA 228+00 TO STA 233+00 60
<br /> z e ACTION DATE APRVD ACTION DATE APRVO ACTION DATE APRVD orrooi
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