Laserfiche WebLink
5022-01B,INLET 4 8: 4 ® STORM NOTES <br /> SD22-038,INLET <br /> 27LF 8"SD @ 3.70%- STA=209+71.08(25.23'L) STA=211+96.63(15.00'L) 1 SEE SURVEY CONTROL PLANS FOR DEFINITION OF <br /> • <br /> BRIM=115.55 RIM=113.95 CONSTRUCTION BASELINE STATIONING AND VERTICAL <br /> /` IE 8"(SW)=110.63 IE 8"(SE)=111.27 CONTROL. <br /> \�, j IE 12"(SE)-110.30 •: 2`i.11 3 7Lf 8"SD @ 1.00%--.. 2 POTHOLE USING AIR/VACUUM EXCAVATION TO LOCATE <br /> / 4.5:5022-03,TYPE 2 CB(48) UTILITIES PRIOR TO THE START OF CONSTRUCTION. <br /> 4 8 SD22-01A,INLET \ 26Lf 12"SD @ 1.00 3 - STA=211+96.48(8.34'L) `.� 3 INSTALL NEW STORM DRAINAGE PIPE AS INDICATED ON THE <br /> STA=209+45.73(27.27'L) \ n / 7. ... PLAN AND PROFILE AND IN ACCORDANCE WITH THE SPECIAL <br /> RIM=115.33 C _SD22-02,TYPE 2 CB(48")`4`- p PROVISIONS AND SPECIFICATIONS. EXCAVATE AND BACKFILL <br /> IE 8"(NE)=111.62 / STA=210+31.11(15.28'L) V TRENCH PER COE STD DRAWINGS 614,615,AND 620. <br /> Co <br /> < INDICATED ON <br /> ' i r,k ..'2;1- - 4 THE PLAN AND PROFILE AND IN ACCORDANCE WITH THE <br /> M rX W SPECIAL PROVISIONS AND SPECIFICATIONS. INLETS AND CATCH <br /> --"- .J �' N ' (3 W BASINS SHALL BE PER COE STD DRAWINGS 401,402,403AND <br /> V © # 2'S C `� 405. OFFSETS ARE SHOWN TO THE CENTER OF STRUCTURE. <br /> o <br /> 'llYiiAr • J'.�T ' o g� - _.. -- -- - - - -- <br /> ALVERSON BLVD. 1 N <br /> _ T <br /> _---`� _\ - S INSTALL MH FRAME AND COVER PER STD DRAWING 610. <br /> 7 <br /> : - ' ^, --- 3.271F 8"SD @ 1.00%--- N 6 CONNECT TO EXISTING PIPE. CONTRACTOR TO CONFIRM PIPE <br /> ... 35LF 8'SD @ 100%,,3 <br /> x <br /> MATERIAL,OUTSIDE DIAMETER AND ELEVATION PRIOR TO <br /> t' STRUCTURE MATERIAL SUBMITTALS. <br /> W <br /> 4 • <br /> Z_ 7 ABANDON EXISTING PIPE. PLUG AND SEAL EXISTING PIPE AND <br /> M T + /` x 0 ;`2' -i ABANDON IN PLACE IN ACCORDANCE WITH SP 2-02.3(5). <br /> • <br /> Cyl/� + / SO x Q 8 REMOVE EXISTING STRUCTURE IN ACCORDANCE WITH SP <br /> '9�0 0 , O ! 2-02.3(3)E. SALVAGE FRAME AND GRATE OR COVER AND <br /> x� DELIVER TO COE MAINTENANCE AND OPERATIONS. <br /> ''''0(.,\ ''' 9 ABANDON EXISTING STRUCTURE IN ACCORDANCE WITH SP <br /> FQ '` 7-05.3(2).SALVAGE FRAME AND GRATE OR COVER TO COE <br /> �\ ` SD22-02A,INLET'4`. !.4 JSD22-0(19 INLET MAINTENANCE AND OPERATIONS. <br /> � STA=211+95.80(19.07'R) <br /> '703\tel STA=210+22.67(18.30'R) RIM=114.03 10 POWER POLE TO BE SUPPORTED DURING CONSTRUCTION. <br /> '`._SD22-01,TYPE 2 CB(48")',4--)3', RIM=115.56 IE 8"(NW)=111.36 COORDINATE WORK WITH PUD. <br /> \ STA=209+76.69(1.11'L) ` " IE 8"(NW)=112.89 11 COORDINATE WITH INSPECTOR&PSE WHILE IN THIS AREA. <br /> CONTACT MARRY PUNTENEY AT 425-754-8053. BED EXPOSED <br /> GAS MAIN OR SERVICE WITH SAND IN ACCORDANCE WITH SP <br /> 9-03.22. <br /> 12 REMOVE EXISTING PIPE AS NEEDED TO INSTALL NEW <br /> PLAN IMPROVEMENTS. <br /> 20 10 0 20 40 13 CONNECT TO EXISTING STRUCTURE. <br /> SCALE:1"=20'-0" FEET <br /> 14 RELOCATE EX WATERLINE.COORDINATE WORK WITH COE <br /> WATER DEPARTMENT. SEE DRAWING WD1. <br /> 15 CONFIRM RIM ELEVATION PRIOR TO STRUCTURE MATERIAL <br /> SUBMITTALS. <br /> M 125 - - - - .. - 125 16 PROVIDE TEMPORARY SILT FENCE PER COE STD DRAWING 214. <br /> 0 0 75.r., c•v -EX GRADE @ STA CENTERLINE oeo r, <br /> o ,'+o+m m ry^. 17 ANTICIPATED CONFLICT WITH EXISTING SIDE SEWER. REROUTE <br /> } zl ,-,1,...V-' ^� II o oat--.o SIDE SEWER BELOW PROPOSED SD. PROVIDE 12-INCHES MIN <br /> o m °� _ `I'�§-8 vii W > �',. > >; t^y.-i a li VERTICAL CLEARANCE FROM PROPOSED SD. <br /> 1200_. in '^ 'Z,n rv.w 3Z 2.. W: w:. Wi. t > v,;,i -§-0., > - 120 <br /> `~ ?� I.C. �'"-'- _ 0' = '�' tel n; N o`"v=?Z Nay <br /> Ovi V W W W NCI,IVN N:li�'N-1 N Vl 3�. VI 0 VI. Ln <br /> "O Ln <br /> c4W W W ,',,W W U.1 <br /> W WI X' XI /t N �I2W W W W �! O <br /> R _ WI W ,,ELLI 'U <br /> O 0 w n <br /> a ..._ 115 <br /> L - <br /> g 115 N.. .. <br /> 14.1 <br /> N o 74Lf 12"SD @ 1.00% 0 o NOTE <br /> x <br /> .. rv_.. 56LF 12"SD @ 1.00%. -. - ... _ " -`T 110 <br /> 110 Q _ 168LF 12"SD @ 0.78% N 1. SEE DRAWING C204 FOR RESTORATION. <br /> F-; g > Ul N > <br /> Z <br /> a - 4 <br /> 8 2 W ? _ H LU 2. ALL CATCH BASINS AND INLETS SHALL HAVE STANDARD DIRECTIONAL <br /> z VANED GRATE PER COE STD DRAWING 411 UNLESS NOTED <br /> z N 3 105 z 105 OTHERWISE.SOLID COVER SHALL BE PER COE STD DWG 410 FOR <br /> x 2 < = TYPE 1 AND 1L CATCH BASINS AND COE STD DWG 610 FOR TYPE 2 <br /> o 2 v CATCH BASINS. <br /> 2- I- <br /> 100 - -2 100 <br /> 2- <br /> o D0 <br /> Ll z <br /> FL¢ > <br /> M 3 3 95 - - _ .__...----.._,... .. - 95 <br /> z 3 p • - EX CS __... _ ._..:_ ... <br /> ... . EX CS <br /> 3 .._. <br /> a 0 <br /> a <br /> Fe : 3209+20 209+40 209+60 209+80 210+00 210+20 210+40 210+60 210+80 211+00 211+20 211+40 211+60 211+80 212+00 212+20 212+40 <br /> PROFILE <br /> i i 2 _ STA 209+20 TO STA 212+40 <br /> E <br /> o 'Z SCALE:HORIZ:1"=20'VERT:1"=5' <br /> f <br /> m E o DesignedALR <br /> ALVERSON STORMWATER Drawing <br /> E o Drawn GSL \6=-H',4" CITY OF EVERETT STORM DRAINAGE PLAN AND PROFILE C104 <br /> w i GSL oq. 6Ni'C3+b.?'i- <br /> d N m o - Checked SNN (PUBLIC WORKS SEPARATION PROJECT ALVERSON BOULEVARD <br /> NO. DATE APRVD I REVISION Design Review Level Sheet No. <br /> - a PLANS ISSUED FOR (';y.. *'..°�'�r°sre?`."°�-4 3200 578WA 98201 dar Street WORK ORDER 3660 11 <br /> z BID CONST I I I 9,DNAL-� Everett,425.2528800 A9ever2IfWO.9DV STA 209+20 TO STA 212+40 23 <br /> Ld°LL ACTION DATE APRVD ACTION DATE APRVD ACTION I DATE I APRVD Of Total <br /> 0 <br /> V <br />