Laserfiche WebLink
SOMOA LANE <br />EXIST. LI FT STATION <br />SEE SHEET 2 FOR PUMP 9 ELECTRICAL MODIFICATIONS <br />EXIST. 6' CHAIN LINK FENCE <br />CONST. 300, P.V.C.- 6" CLASS -200 --- _ <br />FENCE <br />GihTE <br />REMAIN eoNtT. 6' CH11W SINK PENCE <br />I <br />I <br />SAIN LOCAL HEALTH DISTRICT <br />MUNT{D ON Dig" NO. 100oN CL[ARPRINT <br />IR No <br />k <br />WAY <br />MECHANICAL <br />SURFACE <br />AERATOR TYR <br />PB <br />/ STAINLESS <br />STEEL CABLES <br />TYPICAL <br />DRAINASE <br />CONST. W CHAIN LINK FENCE PLANNED INTERCEPTOR TRUNK LINE I I <br />4 IF <br />AERATION POND <br />BOT. ELEV. 9.3 <br />M TIE DOWN (TYR) <br />B <br />`DISTRIBUTION BOX <br />C RIP -RAP <br />So'— 9" e.m.p, <br />11 �, RIP -RAP <br />PERCOLATION POND <br />BOTTOM AREA <br />84.225 SQ. FT. <br />BOT. ELEV. 13.5 <br />PERCOLATION POND <br />BOTTOM AREA <br />849225 SQ, FT. <br />BOT. ELEV. 13.5 <br />—*---k--yl N--- --N— --X-- <br />S UCT 6' CHAIN LINK FENCE <br />REMOVE EXIST. 6' CHAIN LINK FENCE <br />20' P.U.E. I I <br />I I <br />1I <br />N I I <br />I I <br />I I <br />D D I i <br />CONSTRUCT 6' CHAIN I <br />LINK FENCE I I <br />I I <br />I I <br />I I <br />I I <br />I � <br />I I <br />I � <br />I ( <br />I I <br />I � I <br />I I I <br />I � <br />/ I I <br />I d I <br />I <br />301 <br />APPROVED <br />--� no <br />SAN JOAQUIN CO TY PUBLIC WORKS DEPT. <br />. .I--- weave..... ___ .. <br />SECTION A —A <br />I" = 10' <br />T EXIST. OR BACK OF LOT <br />ELEV. 16.5 ± <br />ROUND <br />1 1/2" CROWN TYPICAL <br />2 r1 S.3'+, <br />2' — 2 2. <br />AERATION POND 1 �- PERCOLATION PAID 13.3 <br />roN� <br />9.3 <br />NATURAL GROUND <br />30 lo' Ir <br />SECTION B—B <br />111/92" CROWN TYPICAL <br />Iss + <br />2' 2 2 2, <br />PERCOLATION POND 13.5 13.5 PERCOLATION POND <br />s 12. <br />NATURAL GROUND <br />SECTION C— C <br />III= 101 <br />"=10' <br />11/2"CROWN TYPICAL <br />2 ' 1 r —, I <br />PERCOLATION POND,,.-13.55 <br />OND —13.5 <br />NATURI <br />12'1 10' 6' <br />N <br />SECTION D—D <br />I"= 10' <br />—MEET EXIST. OR BACK OF LAT <br />ELEV. 16.3 1 <br />GROUND <br />NOTES <br />1. ALL GRASS AND OTHER DELETERIOUS MATERIAL SHALL BE <br />STRIPPED FROM THE DIKE EMBANKMENT AREAS PRIOR TO FILLING <br />OPERATION. <br />2. ALL FILL MATERIAL AND THE TOP SIX INCHES OF EXISTING MATERIAL <br />MATERIAL WITHIN DIKE AREAS SHALL BE COMPACTED TO A <br />MINIMUM RELATIVE COMPACTION OF NINETY (90) PERCENT. <br />3. ANY TRENCH BACKFILL WITHIN DIKES SHALL BE COMPACTED TO A <br />MINIMUM RELATIVE COMPACTION OF NINETY (90) PER CENT. <br />4. RIP—RAP SHALL BE COBBLES OR QUARRIED ROCK, MAXIMUM SIZE = 8, <br />MINIMUM SIZE = IV2", NOT MORE THAN 40% OF STONE SHALL <br />BE LESS THAN 4" IN LEAST DIMENSION. <br />5. FENCE MATERIAL SHALL CONSIST OF CALIF. STD. TYPE CL -6, <br />6 HIGH CHAIN LINK FENCE. INTERMEDIATE FENCE POSTS SHALL <br />BE 2" DIAMETER, END AND GATE POSTS SHALL BE 3"DIAMETER. <br />ALL POSTS SHALL BE SET 3' DEEP IN 12" DIAMETER CONCRETE. <br />JJr�yyrr ^ <br />LATllROP VILLAGE <br />L <br />HOMES 1i1l11T NON. <br />10 % 1 <br />I� <br />BE �' Il 'S ON" <br />1 <br />J <br />/� <br />revisions <br />I <br />WONG <br />I I <br />ENGINEERS <br />job no. <br />description <br />date <br />by <br />1443 <br />e <br />PLANNING <br />date AUG. 1978 <br />SEWAGE TREATMENT PLANT EXPANSION <br />ENGINEERING SURVEYING <br />Scale <br />I" = 50' <br />srocicTON, CALIFORNI <br />drawn <br />D.R.K. <br />FOR LATHROP ACRES SEWER MAINTENANCE DIST. <br />7'rwo' <br />R.C.E. No. 14269 <br />design <br />C.C.W. <br />OF <br />j <br />check <br />C. C. W. <br />FILE <br />