901 GRAND AVE 2020-03-06 - Laserfiche WebLink

' SEE DRAWING C102 ® STORM NOTES >I a. 1 SEE SURVEY CONTROL PLANS FOR DEFINITION OF 2 j SD24-03 CONSTRUCTION BASELINE STATIONING AND VERTICAL Z a' o �; � SD25-03A,TY?E 2 CB(48").4 8 CONTROL. 1_'' V, / SD25-02,TYPE 2 CB(48") Z . ESTA=44+23.23(10.78'L) ;.1 ; STA=43+37.80(10.03'L)--., 2 POTHOLE USING AIR/VACUUM EXCAVATION TO LOCATE > UTILITIES PRIOR TO THE START OF CONSTRUCTION. a 3 INSTALL NEW STORM DRAINAGE PIPE AS INDICATED ON THE 8 SD24-02A,TYPE 2 CB(48")01. SD25-01,TYPE 2 CB(4810. 1; w PLAN AND PROFILE AND IN ACCORDANCE WITH THE SPECIAL ® 7-STA=40+52.75(11.11'L) STA=42+15.70(5.57'L) 1 11 V 2 1 PROVISIONS AND SPECIFICATIONS. EXCAVATE AND BACKFILL i ( D 11 TRENCH PER COE STD DRAWINGS 614,615,AND 620. 0 4 INSTALL NEW STORM DRAINAGE STRUCTURE AS INDICATED ON - -11711 _ ' © THE PLAN AND PROFILE AND IN ACCORDANCE WITH THE _ _LJ SPECIAL PROVISIONS AND SPECIFICATIONS. INLETS AND CATCH 40 12"5 { _- 2"SD o - 1 BASINS SHALL BE PER COE STD DRAWINGS 401,402,403 AND S 7 ��12"SD o 2"5'IP VI O e 0 405. OFFSETS ARE SHOWN TO THE CENTER OF STRUCTURE. © T r 9TH STREET ,- o r 5 INSTALL MH FRAME AND COVER PER STD DRAWING 610. ,, V " ® 2OLF 8"SD @ 1.90%® ©® �-', © -4 O 5025-03,TYPE 1 CB 4 8 6 CONNECT TO EXISTING PIPE. CONTRACTOR TO CONFIRM PIPE 0 �+ - - : O a = _^ x - STA=44+22.97(11.22'R) MATERIAL,OUTSIDE DIAMETER AND ELEVATION PRIOR TO < 5024-02,INLET 4 8 + RIM=137.24 STRUCTURE MATERIAL SUBMITTALS. / IE 8" N=134.57 0 STA=40+58.43(8.07'R) ( 1 7 ABANDON EXISTING PIPE. PLUG AND SEAL EXISTING PIPE AND 9 ' - RIM=127.96 : ABANDON IN PLACE IN ACCORDANCE WITH SP 2-02.3(5). e,- :H 1E 8 (N)=125.29 8 SD CO SD25-026,INLET _ ,, 8 REMOVE EXISTING STRUCTURE IN ACCORDANCE WITH SP E9 2-02.3(3)E. SALVAGE FRAME AND GRATE OR COVER AND STA=43+59.54(30.68'R) ` - - -- DELIVER TO COE MAINTENANCE AND OPERATIONS. © SD24-01A 9 ABANDON EXISTING STRUCTURE IN ACCORDANCE WITH Sr' 22LF 8"01 SD @ 2.96% 3 12 SD25-02A,INLET 4 8 7-05.3(2).SALVAGE FRAME AND GRATE OR COVER TO COE STA=43+87.44(31.56'R) MAINTENANCE AND OPERATIONS. 10 POWER POLE TO BE SUPPORTED DURING CONSTRUCTION. SD24-018 - COORDINATE WORK WITH PUD. 11 COORDINATE WITH INSPECTOR&PSE WHILE IN THIS AREA. I CONTACT MARDY PUNTENEY AT 425-754-8053. BED EXPOSED GAS MAIN OR SERVICE WITH SAND IN ACCORDANCE WITH SP IIII . . a 11111.1111 9-03.22. a ■ ■ • ■ MINIIMINIIIII 20 10 0 20 40 12 REMOVE EXISTING PIPE AS NEEDED TO INSTALL NEW SCALE:1" V PI A N FEET IMPROVEMENTS. L/ 13 CONNECT TO EXISTING STRUCTURE. 20'-0" 14 RELOCATE EX WATERLINE.COORDINATE WORK WITH COE WATER DEPARTMENT. SEE DRAWING W01. 15 CONFIRM RIM ELEVATION PRIOR TO STRUCTURE MATERIAL SUBMITTALS. 16 PROVIDE TEMPORARY SILT FENCE PER COE STDDRAWING214. oi 17 ANTICIPATED CONFLICT WITH EXISTING SIDE SEWER. REROUTE SIDE SEWER BELOW PROPOSED SD. PROVIDE 12-INCHES MIN m VERTICAL CLEARANCE FROM PROPOSED SD. a0 145 ,1T1145 - ry m co e0 m 5 nov cvmj�^ "ti'v of O 0.- N m NM N I, no rn1.4 17/ 3 > vj--riN m Oz 11 m = o co ?moI 'o I�3 d d 140 0o m aD cc N.� W i No Lh 7, 31. o mN. N. N'oD , ''4117,11 W - 140 Q �N NO UJ Da nw ~ �N,N-1-1 CC yf C7 G�W W4 OOC�W W �2W W Vl a' — � b N N m —J F W 9.-1i-_? EX GRADE @STA CENTERLINE w c M.� w NOTE '1' .�- - - ^' • '^ ''- - .. ._ — .. . ... 0 135 v, a 135 N "N 7,7'1 M^'...-, x N ° ti _ _ — 1. SEE DRAWING C201 FOR RESTORATION. �' '.' �- ON N 2—W W m $ N�w w w m N II 7 V1 K _ z ill. '—' �_ — / 2. ALL CATCH BASINS AND INLETS SHALL HAVE STANDARD CD q o L 'r.��'-n — — - 85LF 12"SD @ 0.60% > DIRECTIONAL VANED GRATE PER COE STD DRAWING 411 UNLESS 3 ' > �' d 117,N — — — — — — 130 w NOTED OTHERWISE.SOLID COVER SHALL BE PER COE STD DWG 410 oy 130 - ,N, CO o2,-..-,m — - w FOR TYPE 1 AND 1L CATCH BASINS AND COE STD DWG 610 FOR .g = a3 w w wl EX CS — TYPE 2 CATCH BASINS. c'g — — — n 122LF 12"SD @ 1.33% a� o a c 3,2 125 0 . _ 125 W 8 163LF 12"SD @ 3.39% _ 46LF 12"SD @ 6.87° o y o 28LF8"SD@ 1.00 o „„ 0 0 m 120 - yLWSI I . 120 z �f 0 0 0 1 a d 1 -_ x a 115 115 o2 40+00 40+20 40+40 40+60 40+80 41+00 41+20 41+40 41+60 41+80 42+00 42+20 42+40 42+60 42+80 43+00 43+20 43+40 43+60 43+80 44+00 44+20 44+40 - 4 F.6 o •6' PROFILE ci 2 STA 40+00 TO STA 44+40 E Q a c SCALE:HORIZ:1"=20'VERT:1"=5' - a. 2 p Des,Hned Drawing m a V OfeWf AIR A�6,.L--ROs�f 4CITY OF EVERETT ALVERSON STORMWATER STORM DRAINAGE PLAN AND PROFILE C101 PL. ti Gil .;., -6414.0. s9r -. o D `heed SNN PUBLIC WORKS SEPARATION PROJECT 9TH STREET I{ I Desitin Review level - Sheet No. i>: n NO.I DATE I APRVD REVISION PLANS ISSUED FOR 'O�`;;aps 3200 Cedar Street WORK ORDER 3660 8 j a arsTse.�6 fveret4 WA 9B201 STA 40+00 TO STA 44+40 23 Z BID I CONST '/ONAL 2��' 425.257.8800 everettwa.gov c -- ✓, ACTION DATE APRVD ACTION ; DATE I APRVD ACTION DATE I APRVD ofrotaI j . v