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00 <br />1R <br />M <br />Ll <br />PA <br />1+00 <br />0 <br />II <br />II <br />II <br />II <br />00 > <br />Q I <br />Saw -cut & remove 23 L.F. <br />Exist. C&G and Const. 12 N / <br />Wide Depressed Curb for / <br />Driveway Access <br />> <br />------ - - 4"G— <br />-- — - - - � P. P. <br />5/8" x 3/4 water meter <br />with 1 " service tap by <br />iCalifornia Water Service._ <br />I <br />I <br />Limits of Site Paving <br />A.C. (Misc. Areas) -- <br />0.30' A.C. over 0.50' <br />Compacted Native <br />Approved backflow <br />prevention device <br />(Febco 805Y, or Equal) <br />Guard Rail to _ <br />remain in place <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />12195 <br />FILE NAME 17RAWER SHEET N0. ACAD <br />e:\phase 2/site <br />SITE PLAN <br />SCALE: 1/4"=V-0" <br />c� <br />8 <br />I <br />12 & R/W <br />8" SEWER <br />CURVE DATA <br />R = 200' <br />D = 15' 56' 58" <br />L = 52.76' <br />Ch = 52.61' <br />New gas service <br />& meter <br />"G — — - <br />— — — -- —t-- 8 "W —\ <br />I <br />T b l t I <br />(C.L. Discharge) 20.36 * DISCHARGE It. - <br />(C.L. Suction) 17.52 <br />A.C. Paving <br />15.10 <br />Provide grade <br />rings as rq'd. <br />Exist. 54" Storm Sewer <br />Inv. = 4.65 ,��-��� <br />II II <br />4 Install 8" Dia. <br />9 Alt. Sewer Pipe—� <br />Install Drop Bowl w/ 10" Dia. <br />Drop Pipe. Attach w/ Stainless <br />Steel Hdwr. (Duran Inc., or Equal) <br />5' Dia. Pre -Cast Conc. Rings - <br />Lined with Epoxy or Polyurethane <br />Force Main Base Line <br />U ar see <br />6" Diam. Force Main <br />"D� ` f n c e <br />9 <br />-- - - <br />� <br />1 <br />(CHECKED DATE SUBMITTED <br />+�!4d., 6/c/ac <br />REVISIONS I DATE <br />DATE 1 APPROVAL <br />, III�Ci� <br />_ <br />1 a <br />ENDED I DATE <br />0 <br />0 <br />Conc. Thrust Block (Typ.) <br />I <br />New electric service. R/W <br />- - - -� Meter by PG&E. <br />CONST. WET WELL <br />STA 0+51, 17 Ft. Rt. <br />COUNTY OF SAN JOAQUIN <br />SUCTION <br />Exist. Retaining Wall <br />I I � <br />I I � <br />I I <br />I I CD <br />15.60 Top of slab 0 <br />- I I 6" Diam. Discharge Q <br />I I <br />(Force Main) _ <br />fT.5D 6"� Invert �ischarge) <br />r-- --� <br />I I <br />L-- — — — — — — - <br />2 t 9$' <br />4.40 High Water Alarm <br />3.40 Lag Pump On <br />QD <br />2.60 Invert (Inlet) <br />Lead Pump On <br />-1.40 Lag Pump Off <br />-3.40 Lead Pump Off <br />-4.40 Low Water Alarm <br />-5.40 <br />-�•. ..k,: 4 <br />Pre -cast conc. base with <br />#5 bars 12" O.C. each way. <br />SECTION <br />SCALE: 3/8"=1'-0" <br />SCALE AS SHOWN I SITE PLAN AND SECTION <br />COLLEGE PARK /PARKVIEW I <br />SEWER PROJECT, PHASE 2 <br />SITE PLAN AND SECTIO <br />DEPARTMENT OF MUNICIPAL UTILITIES <br />CITY OF STOCKTON, CALIFORNIA <br />SCALE: NONE APPROVED BY: DATE: SHEET NO <br />DESIGNED BY: DG 8 <br />DRAWN BY: E Sihia OF 12 SHEETS <br />ASST. DIRECTOR, MUNICIPAL PROJECT N0, <br />CHECKED BY: UTILITIES DEPT. / E.M. <br />RECORD DWG.: STOCKTON, CALIF. <br />