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Kol <br />I ( ) <br />k.✓ <br />i <br />1 <br />SEE SHEET 6 <br />SEE SHEET 85 <br />HARDING WAY <br />UO <br />000 <br />000 <br />000 <br />M4-4 CONOU/T <br />MH 70MN <br />48" CDV. <br />coNvmr <br />MN. TO MY, <br />00 <br />000 <br />000 <br />000 <br />0 <br />00000 <br />000 <br />23- 4" MH. TO F" <br />00 <br />000 <br />000000 <br />v <br />000 N <br />/4-4"—u/T <br />PT"F'TO MH. 481W, <br />CONDUIT FROM MH <br />TO PT. "D" <br />33" COV <br />SEE SHE'£i' /6 <br />SANGUINETTI LN <br />P <br />:A L <br />�, Iv <br />7017,'MPOAAN <br />CONSTRUCTION <br />�w`'� EASEMENF <br />�y t <br />WATERLOO RD <br />SEE SHEET B <br />WATERLOO ROAD 60 COVER CHEROKEE LANE <br />20 <br />15 <br />8"SAN. <br />N0 <br />46"57-09M <br />�- <br />10 <br />W <br />y <br />I <br />_ <br />o <br />0 <br />ti <br />5 <br />h <br />6 Z' BORE l JACK <br />Z3' DESIGN 06 PTHO <br />425 LF/5" <br />MN TO MH <br />14' DESIGN DEPTH <br />rJ <br />61 LF AT" <br />25'DESIGN <br />129LF /6" <br />99LF 15" <br />420IF 15" <br />14'DESIGN DEPTH <br />DEPTH <br />14'DE lG <br />24'DESiGN <br />S: <br />BOUNDARY <br />SEWER CURVE "A" DATA <br />SEWER CURVE "B" <br />R=550' <br />R=550' <br />d =71SE' <br />A =7*17' <br />L = 76.60' <br />L = 70. 0 <br />EC=STA.3*84 <br />Ec=ZF35 <br />50 0 <br />scale <br />60 '00 <br />=er-+ <br />EXISTING GRADE @ STREE7I <br />Ih <br />i <br />a <br />W <br />y <br />0 <br />Ln <br />y <br />/91 LF /Z" <br />13'DE5/6ND9077i <br />v <br />Z <br />� <br />`24'Gi�S/GN A�PTH <br />S = 0. 00/5 I ( <br />5=000/5 5=.00/5 5=.00/5 5=.00/5 3,48 AM 7-5J /NY-45912"/N(E) <br />IO _ INK 481 /?"IN(S) ANP OUT <br />33445MR7-4 MHJ6 / <br />/NY - 6. /0 /5" TNRU <br />0150 (SRNOU/NETT/) <br />11W -12/ 12"IN (N) <br />MY. -S..2/ /Z" IN (5) <br />27161 MH 7 -1 19 .25MP 7- 3 /NY. 5.116 15" OUT <br />INY. -7.17 15" IN (E) /NV. -6.7315"lN(Ei <br />INV, -7.12 /5" OUT 28 .55 MH7-? INY. -6.78 15"OUT <br />MY -6.9Z 15"INIEI <br />INY. -6.9715"OU7 <br />27 28 29 30 31 32 33 34 35 0 I 2 3 4 5 <br />DATE: 4l25 <br />SCALE: I" = 50'H <br />DESIGNED: /(CJ <br />CHECKED:n ry ' <br />PROJ. ENGR.: S//C <br />�q BY: Nl -, SHEET <br />I ■■ GEORGE S. NOLTE AND ASSOCIATES - -EAST STOCKTON SANITARY SEWER PROJECT- EE <br />DATE: -70-84 R.C.ENO. T7349 CIVIL AND ENVIRONMENTAL ENGINEERS • PLANNERS • SURVEYORS NORTH COLLECTION SYSTEM - SCHEDULE D OF j Q ] SHEETS <br />COUNTY ^C_SPN JOAQUIN <br />BY: ■ SAN JOSE • WALNUT CREEK • SACRAMENTO • SAN DIEGO JOB NO. <br />BY .'DATE; — REVISIONS DATE: -20-84 R.C.E.140.1T462 14081287-3400 14151934-M 19161446.5020 17141278-9392 WATERLOO RD. STA. 27400 TO 35+00 /CHEROKEE LN. STA. 1+00 TO 5+00 <br />2181-83- 26 <br />PREIIMM N4 qY REVMSIONS PhOLOg Zainire L7y by AIRPLOT <br />