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AN <br /> A <br /> 0 <br /> 7 .................. .......... <br /> ................................ ............... <br /> Ct Construction j I <br /> q Survey (S1T56-E) o <br /> `Const. S.D.I. (Type 1) CITY OF STOCKTON <br /> Sta, 14+70.43, 66.25' t. BENCH MARK <br /> p <br /> f curb Submitted— Aer-"f 13-A- <br /> op P <br /> :.k InstaR 35 L.F. of isled "0 on t 998 <br /> 12"0 Alt. Dr. Pipe 110V/0 sanguinettil Lone <br /> F.L. '19.80 <br /> Elev. 19.81 <br /> Z <br /> Inv. T8.05lel PAUL M <br /> SENSIBAUGHt, <br /> City Engineer/Deputy Public Works Director <br /> ! <br /> 0 �V'", I I %", I — <br /> ; : �:, , Connect to existing <br /> Y <br /> 0 <br /> 0 <br /> V) <br /> + drain lateral. 'See <br /> ................ <br /> ',Detail on this] sheet. <br /> '(Typ.)i 3 Loc tions <br /> V)l r"01 <br /> W <br /> -H , + <br /> Place dbl, layer of 1 .5, <br /> �,YT his <br /> .......... <br /> ............................ <br /> 6"x6"—W1 .4xW1 .4 ................................. <br /> �77�7771" <br /> welded wire fabric 6 s'. L <br /> (Typ.) <br /> < 8" S <br /> with 6" overlap N J 0 <br /> .......... <br /> at joint. <br /> 5 D D <br /> i. <br /> 7- ---- --- ----- <br /> 7 12 13 14 t - - - --- <br /> .... ...... . ...... <br /> .. ...... .... ... ...........- <br /> M/ <br /> 12 U 0 Alt. 2 <br /> ..............— <br /> Dr. Pipe <br /> YL ............... <br /> ----- ...... <br /> .......... <br /> ...............- <br /> Pour Class B Concrete <br /> 2, <br /> collar to connect pipes 2 <br /> as shown. <br /> Const S.D.L (Ty <br /> Existing 12"0 RCPSte. 15+37.61, 56.13 Rt. <br /> Install 30 L.F. of <br /> I V 12"0 Alt. Dr.� Pipe <br /> FL 20.10. <br /> =1 20.10'.,. <br /> 18.35 <br /> Const. S.D.I. Type 1) <br /> Sta. 14+83.61 , 56.37' Rt. ------ <br /> PIPE CONNECTION DETAIL Install 35 L.F. of <br /> 12"0 Alt. Dr. Pipe <br /> F.L. = 20.20 NI <br /> E% <br /> Inv. = 18.45 iao <br /> y 4r --- <br /> No. 21258 <br /> Ev. 9-30-01 <br /> 0 CIVI <br /> C L <br /> IIJ <br /> ............ .................. <br /> U. S. G. S. DATUM <br /> 0 La E <br /> 0 <br /> 0 <br /> M <br /> M UJ <br /> i <br /> 0 <br /> M <br /> prox. Finished Grade <br /> X Cq <br /> OD C4 <br /> o6 rj <br /> C 04 <br /> M1.:0 0 0 i ('4 <br /> (N N <br /> C14 1 104 06 <br /> ad • <br /> st 11 04 ON 4 <br /> C, <br /> 9 way; <br /> LJ UJ 22 <br /> Or> 00 > > <br /> > 0 <br /> 22 d. (V Ln 0) 4) II <br /> Exi i I?a <br /> 0 0 + Li + UJ + UJ GJ 0 + FA-i <br /> + C4 > <br /> LO to <br /> + + <br /> + <br /> + <br /> 'a -Tr� _77 % <br /> 20 <br /> Slo e slope <br /> 20 S—k—De 67. <br /> 18 <br /> I t <br /> 18 <br /> Horizontal Scale: 1 40' <br /> i <br /> Vertical Scale: 1 2 4 <br /> 16 <br /> 16 <br /> ql I ing Storm Drain M.H. <br /> Exist <br /> 14 <br /> 14 <br /> U Elev:. 12.9 <br /> 12 <br /> 12 <br /> Cu. EXC. SHEET <br /> Yds. <br /> Emb. TOTAL <br /> Sta. 8 9 10+00 11 12 13 14 15 16 17 <br /> DRAWN BY PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE STORM DRAIN PLAN SANGUINETTI LANE IMPROVEMENTS NO. SHE <br /> 3197 -51111Y117V8 a COUNTY OF SAN JOAQUIN SCALE AS SHOWN AND PROFILE (Wilson Way to Alpine Avenue) 7 13 <br /> C, <br /> SHEET TOTAL <br /> LJ <br /> DATE 107 <br /> ,QLE NAME,# DRAWER SHEET NO. ACAD REVISIONS DATE <br /> Z13911 e:\som\sanguin\plan2 <br />