901 GRAND AVE 2020-03-06 - Laserfiche WebLink

' 5018-01B,INLET v' ® STORM NOTES STA=223+69.47(14.68'L) 1 SEE SURVEY CONTROL PLANS FOR DEFINITION OF S S ,TYPE 2 CB(48") I RIM=82. CONSTRUCTION BASELINE STATIONING AND VERTICAL STA=22223+69.13(9.94'R)� I IE 8"(SE))=80.23 CONTROL. \ 2 POTHOLE USING AIR/VACUUM EXCAVATION TO LOCATE UTILITIES PRIOR TO THE START OF CONSTRUCTION. 3 INSTALL NEW STORM DRAINAGE PIPE AS INDICATED ON THE O �25LF 8"SD @ 1.00%�; • PLAN AND PROFILE AND IN ACCORDANCE WITH THE SPECIAL 2 i PROVISIONS AND SPECIFICATIONS. EXCAVATE AND BACKFILL v TRENCH PER COE STD DRAWINGS 614,615,AND 620. " • r 4 INSTALL NEW STORM DRAINAGE STRUCTURE AS INDICATED ON �� ® ,? _- 3 THE PLAN AND PROFILE AND IN ACCORDANCE WITH THE Id o o ' / SPECIAL PROVISIONS AND SPECIFICATIONS. INLETS AND CATCH c f Y �"` ? o BASINS SHALL BE PER COE STD DRAWINGS 401,402,403 AND o , O 7.4. 2 11 ''''',./ 1 '^ + H N # 405. OFFSETS ARE SHOWN TO THE CENTER OF STRUCTURE. mi N !"" "-"` L7y, • ,it ALVERSON BLVD- 5 INSTALL MH FRAME AND COVER PER STD DRAWING 610. 1-1 a' �"• 0 - / 6 CONNECT TO EXISTING PIPE. CONTRACTOR TO CONFIRM PIPE Z� 024LF 8"SD @ 1.00% �. „�,. 1ma'-„"�= „ PRIOR TO MATERIAL,OUTSIDE DIAMETER AND ELEVATION ..:,.� ,..,........ ... ::... ;.�- .�s.,<-, s": STRUCTURE MATERIAL SUBMITTALS �I '. 7 ABANDON EXISTING PIPE. PLUG AND SEAL EXISTING PIPE AND SI 9 3 f ABANDON IN PLACE IN ACCORDANCE WITH SP 2-02.3(5). �I CO SD18-01A,INLET 8,S 4' STA=223+60.76(32.88'R) • _- 8 REMOVE EXISTING STRUCTURE IN ACCORDANCE WITH SP RIM=81.82 + 2-02.3(3)E. SALVAGE FRAME AND GRATE OR COVER AND 18 8'(NW)=79.15 r DELIVER TO COE MAINTENANCE AND OPERATIONS. -`4- 0.<4 9 ABANDON EXISTING STRUCTURE IN ACCORDANCE WITH SP * 3 X x "` 7-05.3(2).SALVAGE FRAME AND GRATE OR COVER TO COE 7 x a - ..t.. ,x Z� MAINTENANCE AND OPERATIONS �X_ r y'x 82LF 8 SO Cal 1.00%� I N)C `'' 10 POWER POLE TO BE SUPPORTED DURING CONSTRUCTION. COORDINATE WORK WITH PUD. ® �sj 11 COORDINATE WITH INSPECTOR&PSE WHILE IN THIS AREA. 4 8 -223+2A,TYPE 1L CB © ��J - 'A. -, CONTACT MARDY PUNTENEY AT 425-754-8053. BED EXPOSED J GAS MAIN OR SERVICE WITH SAND IN ACCORDANCE WITH SP STA=223+52.16(75.85'R) y P ,- P ., ' RIM=80.96 �� AFF 9-03.22. IE 8"(NE)=77.84 G� was �� 12 REMOVE EXISTING PIPE AS NEEDED TO INSTALL NEW PLAN 20 • . . . ..... -- IMPROVEMENTS. 10 0 FEET 20 ao 13 CONNECT TO EXISTING STRUCTURE. SCALE:1"=20'-0" 14 RELOCATE EX WATERLINE.COORDINATE WORK WITH COE WATER DEPARTMENT. SEE DRAWING W01. 0 a,N _ 15 CONFIRM RIM ELEVATION PRIOR TO STRUCTURE MATERIAL ^?N SUBMITTALS. taco m^ - 9O 16 PROVIDE TEMPORARY SILT FENCE PER COE STD DRAWING 214. FL 90 • ZL... „ 3, ,_..a, N ^o 24j oio`s.--2:`-'. 4-1 17 ANTICIPATED CONFLICT WITH EXISTING SIDE SEWER. REROUTE o ,-1 �� Qj'�' 3 �� SIDE SEWER BELOW PROPOSED SD. PROVIDE 12-INCHES MIN m LO.._ f„ ,n�s�+'L'w'++ F', c mo 0 o EX GRADE @STA CENTERLINE VERTICAL CLEARANCE FROM PROPOSED SD. oN ? w 'L'2•01 ^i in ,n o of I '^ o oa - 85 _ � o; o N 65 p_Lu WI X'. �i of �i ti. Oal p� p Fa w _� _ f wi x �I u+ x '� �� '^ 3 — — — _I W H WI W xl x 0 00 1 __ W a 80 N- in a N 0 a N a EL, < v~i EX SD EX SD NOTE `< w 85LF 18”SD -- _ _ -- @ 1.00% ` ....� vsi d 75 Z_ .......... - EX SD - °e .EX SD .__. _ .__- 1. SEE DRAWING C2O8 FOR RESTORATION. m e 9 > U EX CS w z E UJ C w 2. ALL CATCH BASINS AND INLETS SHALL HAVE STANDARD DIRECTIONAL 2 z °, w VANED GRATE PER COE STD DRAWING 411 UNLESS NOTED ° i 3 70 - EX CS EX CS � OTHERWISE.SOLID COVER SHALL BE PER COE STD DWG 410 FOR 2 o TYPE 1 AND 1L CATCH BASINS AND COE STD DWG 610 FOR TYPE 2 CATCH BASINS. Y ^ 65 - o '-°- - c 60 • 60 O o i W . 55 o Li i 55222+80 223+00 223+20 223+40 223+60 223+80 224+00 224+20 224+40 224+60 224+80 225+00 225+20 225+40 225+60 225+80 226+00 226+20 226+40 226+60 226+80 227+00 y Z = g- PROFILE //J - STA 222+80 TO STA 227+00 a SCALE:HORIZ:1”=20'VERT:1"=5' Drawing mS 6 ?. I —Designed ALR d u -Ras CITY OF EVERETT ALVERSON STORMWATER STORM DRAINAGE PLAN AND PROFILE C108 KI P. Drawn GSL J�4`°i.–kyr•"`? Y., 9 Decked vie ' "'"vSEPARATION PROJECT $NN PUBLIC WORKS ALVERSON BOULEVARD Sheet No. Na DATE APRVD REVISION Design Review Level 1 i1S ., 3200 Cedar Street WORK ORDER 3660 STA 222+80 TO STA 227+00 23 _ _ _____ __PLANS ISSUED FOR ",. �g`Parsxse?.'°'��4j Everett,WA 98201 ' 'S%"^-"" - 425.157.8800 everettwa.gov BID v CONST ONeI % E st,a s ACTION DATE I APRVDI ACTION DATE APRVD ACTION DATE APRVD Of Total E 0 ''.--4-