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20 <br />15 <br />of.5o MH /07-/ .. <br />INK /B..58 4 "OU7-- <br />-5� <br />- <br />... <br />LEWIS ST. <br />CHARLES ST. WATERLOO RD. <br />sEf S//EET /04 SEE SHEET //8 <br />F <br />1197 27o -46 <br />/9=270-45 <br />0 5, A 9w f 'p O¢Ai `(°°pW — <br />276 � vA7 ' D. <br />'. r <br />/3"70 T _ <br />Nf/J �O ,wr <br />27 <br />� c <br />Y 1 <br />SEE SHEET /O <br />�•"`., <br />� v <br />his <br />NOTf: CONTRACTOR TO VZZIFY 54" TOP OF P/PF AT 6 "SAN/TA,PY <br />MA/N CROSSING BFFORF 3E5/1VN/N6 <br />T1FENCH/N6 NORTH OF <br />MN /07. ADJUSTMENT WILL BE MADE 8Y THE ENGINEFR <br />IF RFOU/RED. <br />50 <br />0 50 100 <br />feet <br />GILCHRIST AVENUE <br />... _ _ _ <br />- .. <br />._..... <br />x <br />.... <br />_ , <br />� <br />� STREET <br />- <br />39a tF B" <br />Of SIGN OEPTN <br />_. <br />__.. <br />_ _ A <br />6" <br />' <br />V <br />DEPTH <br />60'LF <br />- -� <br />--�--- <br />.. <br />4 38 <br />- LF & " <br />•7,DE51GN DEPTH <br />I <br />D I <br />T DESIGN DEPTH <br />STORM <br />�— <br />EXISTING e' <br />s=.Doss <br />9'lJESIGN DEPTH <br />- - <br />_ <br />- <br />- <br />/6OLF8' <br />s 007 <br />— <br />j <br />S= 0.0035 <br />s` O.oaT <br />I <br />— <br />CONSTR.DROP CONN. <br />_ -- <br />- - <br />_ <br />I <br />CONSTR. DROP CONN.— <br />FROM EX/ST. lZ"SAN. <br />I � <br />_ <br />MAINTAINING FLOW TNRU <br />} _ <br />_ <br />EXIST I "UNTIL CUT -IN <br />` - <br />! <br />AUTHORIZED 5Y THE ENG/N£f. <br />— <br />— - <br />_ <br />. _ z <br />_ <br />4� 43 MH /07-2 <br />7+46.2AM/J8--8 <br />8493 MH/0-1 <br />9+32.1 M.H I07-3 <br />_�_ <br />131 0 MH )o7 _5 <br />/NY, tZtO �" PHRU <br />...1. <br />. INV. // 70 8"/N(Es) <br />/NV. (4.72 E" IN (EW) <br />v.. <br />M/5.24 8" IN <br />........ . <br />_._ __ -,-- <br />._ <br />_ <br />,. .._.. __. <br />IIVV, /6./4 8" IutSI /NV. /4.62 8" 0Ur <br />..... F INV. //. 70 8' OUT .......... <br />INV. I5.I9 8"'OUT <br />_ <br />_ . <br />- _ <br />V. 6 <br />/_{ 7 _ <br />'s <br />0 1 2 3 4 5 6 7 8 9 10 II 12 13 14 <br />DATE: 4125 B4' <br />GEORGE S. NOLTE AND ASSOCIATES <br />BY: <br />GEORGE S. NOLTE AND ASSOCIATES <br />CIVIL AND ENVIRONMENTAL ENGINEERS • PLANNERS • SURVEYORS <br />SAN JOSE •WALNUT CREEK SACRAMENTO SAN DIEGO <br />14081287-3400 (415►934-8060 (9161446.5020 (7141278.9392 <br />— EAST STOCKTON SANITARY SEWER PROJECT - <br />NORTH COLLECTION SYSTEM - SCHEDULE D <br />GILCHRIST AVENUE <br />SHEET <br />107 <br />oP �2� SHEETS <br />JOB NO. <br />SCALE: /ES�V <br />DESIGNED: <br />DESIGNED:D: X.C.J.KC. <br />7.20•B4 <br />DATE: R.C.E NO. 17349 <br />DRAWN: B. ✓. <br />CHECKED: 7.9-ev <br />— -- <br />CO N vAF SAN ao uI" <br />PROD. ENGR.: 5,HC. <br />BY: <br />DATE: 7 0-84• R.C.E.NO.I4(e2 <br />2181— 83-26 <br />BY <br />DATE <br />REVISIONS <br />