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<br /> U STORM NOTES
<br /> /• 5O20-OlA,INLET,�,4! 4n SD20-03(2),TYPE 2 CB(48") 1 SEE SURVEY CONTROL PLANS FOR DEFINITION OF
<br /> STA=215+56.55(15.82'L) \__., ..) STA=218+06.67(18.59'R)7, CONSTRUCTION BASELINE STATIONING AND VERTICAL
<br /> / `RIM=109.82 1 CONTROL.
<br /> / IE 8"(SE)=106.11 `II2 POTHOLE USING AIR/VACUUM EXCAVATION TO LOCATE
<br /> UTILITIES PRIOR TO THE START OF CONSTRUCTION.
<br /> Oh '�
<br /> .y / ®SD20-03A,INLET 3 INSTALL NEW STORM DRAINAGE PIPE AS INDICATED ON THE
<br /> V/ n STA=217+75.28(13.93'L) I, PLAN AND PROFILE AND IN ACCORDANCE WITH THE SPECIAL
<br /> ./ 8"SD�31
<br /> '- RIM=107.20 ' PROVISIONS AND SPECIFICATIONS. EXCAVATE AND BACKFILL
<br /> p IE 8"(SE)=104.53 I TRENCH PER COE STD DRAWINGS 614,615,AND 620.
<br /> �/ SD20-01,TYPE 2 CB(48")C® O 4 INSTALL NEW STORM DRAINAGE STRUCTURE AS INDICATED ON
<br /> STA=215+58.93(9.61'L) IN
<br /> 2, i U THE PLAN AND PROFILE AND IN ACCORDANCE WITH THE
<br /> ry/ • _ I C9 SPECIAL PROVISIONS AND SPECIFICATIONS. INLETS AND CATCH
<br /> BASINS SHALL BE PER COE STD DRAWINGS 401,402,403 AND
<br /> N e �U 405. OFFSETS ARE SHOWN TO THE CENTER OF STRUCTURE.
<br /> • 2�/ - i p S INSTALL MH FRAME AND COVER PER STD DRAWING 610.
<br /> + --,p,
<br /> + ._ j a �' co
<br /> 6 CONNECT TO EXISTING PIPE. CONTRACTOR TO CONFIRM PIPE
<br /> 2 - - -- -- .- - I N MATERIAL,OUTSIDE DIAMETER AND ELEVATION PRIOR TO
<br /> ham/ © ALVERSON BLVD. © I 3 I _ O Q STRUCTURE MATERIAL SUBMITTALS.
<br /> 3 3
<br /> 1 , ,1.:^ u I--
<br /> v) 7 ABANDON EXISTING PIPE. PLUG AND SEAL EXISTING PIPE AND
<br /> / - l 8"SD ABANDON IN PLACE IN ACCORDANCE WITH SP 2-02.3(5).
<br /> 18"50 8 4�.r�. f Z
<br /> 0
<br /> / 0 0 = 8 REMOVE EXISTING STRUCTURE IN ACCORDANCE WITH SP
<br /> /O4 SD20-02,TYPE 2 CB(48") ////// I U 2-02.3(3)E. SALVAGE FRAME AND GRATE OR COVER AND
<br /> I / • '- 1< DELIVER TO COE MAINTENANCE AND OPERATIONS.
<br /> STA=215+71.28(23.29'R) - /
<br /> ; ©;t, 7 - I 9 ABANDON EXISTING STRUCTURE IN ACCORDANCE WITH SP
<br /> 0
<br /> 7-05.3(2).SALVAGE FRAME AND GRATE OR COVER TO COE
<br /> 0 11 + , 1 MAINTENANCE AND OPERATIONS.
<br /> 5 & 20-03(1),TYPE 2 CB(48") • 10 POWER POLE TO BE SUPPORTED DURING CONSTRUCTION.
<br /> STA=217+78.41(20.37'R) 0 I COORDINATE WORK WITH PUD.
<br /> . j 11 COORDINATE WITH INSPECTOR&PSE WHILE IN THIS AREA.
<br /> 00 5020-03B,TYPE 1 CB 8-, CONTACT MARDY PUNTENEY AT 425-754-8053. BED EXPOSED
<br /> STA=217+91.03(60.11'R) 3 GAS MAIN OR SERVICE WITH SAND IN ACCORDANCE WITH SP
<br /> 9-03.22.
<br /> -0 - 12 REMOVE EXISTING PIPE AS NEEDED TO INSTALL NEW
<br /> N u � � � , ' IMPROVEMENTS.
<br /> issonsommomm
<br /> PLAN
<br /> 20 10 0 FEET 20 40 - , 120 - - 120 13 CONNECT TO EXISTING STRUCTURE.
<br /> OSD2003CINLET
<br /> STA=218+09.10(81.37'R) 14 RELOCATE EX WATERLINE.COORDINATE WORK WITH COE
<br /> Lr,v I o SCALE:1"=20'-0" EX GRADE @ SD CENTERLINE WATER DEPARTMENT. SEE DRAWING W01.
<br /> 4 u+ oN o / 15 CONFIRM RIM ELEVATION PRIOR TO STRUCTURE MATERIAL
<br /> -.o o w1 ,9,8_., m SUBMITTALS.
<br /> a 115 - 0il.,, li 11 I-1 w¢1- 41 n >I N >' - q m o m n N 115 115 - '^^ rn c - n- 115 16 PROVIDE TEMPORARY SILT FENCE PER COE STD DRAWING 214.
<br /> , ,n v, � m w z i. o a p maid mO rn rn 'r`+ ,n
<br /> N ZZ
<br /> 0 ol7ioo,.o ao oology x. `^ EX GRADE @ STA CENTERLINE o�o--I ru w%-rn ' m na 3 ,,,0 17 ANTICIPATED CONFLICT WITH EXISTING SIDE SEWER. REROUTE
<br /> rq ,,,EY..1 w w w o�„w X,, 3 > ,
<br /> `-I o ' ,,-.70...21,s-.G.nW ' m`^.i,41 z "'lo..? u �� SIDE SEWER BELOW PROPOSED SD. PROVIDE 12-INCHES MIN
<br /> m — V,K-- W X W MQV>V, ZC7I p0.�.. Z NI N OO..- Olc-i�c tt110•
<br /> - y- o�rl_ ?_ - oii- - _ o ii;,�zo� z„,. „� 01.-,3 VERTICAL CLEARANCE FROM PROPOSED SD.
<br /> 110 .. — — — yC — - — — — ___oi — _._ __ �1 �oom"v o�'N'-m"-w'" '° �: _ 110 110 0 2.��.� ' 012,°'-' "�.. no
<br /> Q Q W W W X N V,cell W W 1 NC-- O�W
<br /> _� �_ VI lL W LLI N K—_— W W .JJ Ul G
<br /> - - - - - - - Lam,,-- - - ,ti - --„r- - _ �---.
<br /> 71 0
<br /> a los o it_ 105 los ' - - - 105
<br /> a a c-, 0 > - IV J _ JG c 215LF18"SD@0.90% V w - wZ II
<br /> _ _ - 100 100 OL44LF 12"SD @ 1.00% loo NOTE
<br /> G 100 w — 1. SEE DRAWING C206 FOR RESTORATION.
<br /> `^ .1 i > ut w > L28LF 8”SD @ 1.00%
<br /> z E ir _. o- 35LF 18"SD @ 1.60% 28LF 18"SD @ 1.00% '^Lu w
<br /> 3 z w + 0 2. ALL CATCH BASINS AND INLETS SHALL HAVE STANDARD
<br /> v '^ _ 00 DIRECTIONAL VANED GRATE PER COE STD DRAWING 411 UNLESS
<br /> o v o gg N. 95 95 -
<br /> co
<br /> 95 NOTED OTHERWISE.SOLID COVER SHALL BE PER COE STD DWG 410
<br /> z 3 Q N FOR TYPE 1 AND 1L CATCH BASINS AND COE STD DWG 610 FOR
<br /> o V~) Q TYPE 2 CATCH BASINS.
<br /> 3Ai - z co
<br /> o =
<br /> v 2 9011- Z 90 90 90
<br /> (] F �
<br /> 0
<br /> 0 Q - EX C5 •
<br /> U
<br /> g 6g aQ
<br /> c 5 85 85 85 •
<br /> 99+90100+00 100+20 100+40 100+60 100+8085
<br /> O o o
<br /> 2 PROFILE
<br /> w _, 80 BD SD20-03(2) TO SD20-03C
<br /> "e 215+20 215+40 215+60 215+80 216+00 216+20 216+40 216+60 216+80 217+00 217+20 217+40 217+60 217+80 218+00 218+20 218+40 218+60 218+80
<br /> p 2 SCALE:HORIZ:1"=20' VERT:1"=5'
<br /> ......S..-i
<br /> J c PROFILE
<br /> 2 E STA 215+20 TO STA 218+80 - -
<br /> S SCALE:HORIZ:1"=20'VERT:1"=5'
<br /> D '22 a Designed A� ALVERSON RSO N STO R M WAT E R Drawing
<br /> i.2Drown -R9 CITY OF EVERETT STORM DRAINAGE PLAN AND PROFILE C106
<br /> w . Gil 4.4..1_9
<br /> Checked
<br /> O'.:.
<br /> SEPARATION PROJECTN • PUBLIC WORKSALVERSON BOULEVARD
<br /> NO. DATE APRVD REVISION Design Review level } Sheet No.
<br /> PLANS ISSUED FOR 'e�+..' «,aso:.? 3200 Cedar Street WORK ORDER 3660 13
<br /> BID I CONST I 1 4 oNai�g� 425.25788 0 WA 98201
<br /> �.JDV STA 215+20 TO STA 218+80 23
<br /> I
<br /> c ACTION DATE i APRVD ACTION DATE APRVD ACTION DATE 1 APRVD Of Total
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