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T- <br />264 <br />SOMOA LAN E <br />l <br />z <br />_J <br />W <br />Z <br />266 <br />290 <br />289 <br />288 <br />287 <br />286 <br />285 <br />28 <br />I <br />I <br />I <br />STATION <br />SEE SHEET 2 FOR PUMP 8 ELECTRICAL MODIFICATIONS <br />PLANNED INTERCEPTOR TRUNK LINE <br />�— EXIST. LIFT EXIST. 6' CHAIN LINK FENCE CONST. 6' CHAIN LINK FENCE <br />x X ►c r ►1 r, ,1 <br />CONST. 300� P.V.C.— 6�r CLASS200 <br />"-- - A --I — <br />t <br />E 20' P.U. I- <br />T <br />W-EMNt't3 i coNsT• 6 CKAITA LtT1K IFEtVCE <br />AERATION POND It <br />11 x x A SOT. ELEV. 9.5 <br />AERATOR TIE 00" (TYP.) <br />` PERCOLATION POND- <br />j MECHANCAL <br />SURFACE <br />IBOTTOM AREA <br />— ' AERATOR TYP <br />84.225 SQ. FT. <br />80T. ELEV. 13.5 <br />31+P B a B <br />4 <br />ISTAINLESS � � 400' � <br />� STEEL CABLES <br />t <br />TYPICAL - � �J <br />DISTRIBUTION BOX <br />xQ D >" D <br />` DRAINA6E RIP RAP rr <br />T, 1 STRUCTURE +�0 — 8 C.M.P. <br />C-� ]� CONSTRUCT 6 CHAIN I <br />LINK FENCE <br />291 = <br />1A A, RIP— RAP <br />o� �3 <br />2d l <br />PERCOLATION POND <br />_q BOTTOM AREA <br />84#225 SQ. FT. - <br />292 x SOT. ELEV. 13.5 <br />20' } f <br />�. <br />293 W <br />r Y I <br />294 <br />li; ram— 11K—+c —K----it--- —,c -- — --ac I,----01-- .. x •___ <br />_ I <br />OONSTRUCT 6' CHAIN LINK FENCE <br />Z <br />x <br />295 ` <br />x I <br />to—_ <br />w REMOVE EXIST. 6' CHAIN LINK FENCE I <br />296 1 <br />W y <br />L <br />283 287 Q --- <br />V <br />300 301 <br />281 299 <br />MINGO <br />m <br />WAY <br />X <br />I <br />I <br />APPROVED �� 3 19 �, APPROVED' /5�' lg �? revisions <br />no. description <br />' AA ����yyyy <br />w SAN JOAO.' LOCAL HEALTH DISTRICT SAN JOAQUIN CO TY PUBLIC WORKS DEPT. <br />FWNT OON DN[FO NO. 2000N CL[ARPRINT <br />t - <br />E_A7, AR0c 'ti11LL_A13"C F:0'%11rS t.;itIT N0". It% 1 E9E E311IIL_i So 0CJN) <br />I <br />date by n WONG ENGINEERS <br />PLANNING . ENGINEERING SURVEYING <br />orSTOCKTON, CALIFORNI, <br />R.C. <br />IA, <br />AERATION PON D I r <br />9.5 <br />1 <br />30' <br />1 1/2" CROWN TYPICAL <br />MEEI EXIST. OR SACK OF LOT <br />ELEV. 16.5 ± <br />NATURAL GROUND <br />SECTION A -A <br />I" = 10' <br />I I/2" CROWN TYPICAL <br />2' 2 2____v — 01' Q <br />PERCOLATION PONY 13.3 <br />AERATION POND If <br />�� <br />9.5 NATURAL GROUND <br />1/1Pv/'*vi <br />30 Io' !r <br />,-1$.5 <br />2' 2 <br />PERCOLATION POND r13.5 <br />12' <br />SECTION B - B <br />V = Id <br />11/2" CROWN TYPICAL <br />i <br />13.5--,,.,PERCOLATION POND <br />NATURAL GROUND <br />S�FCTI9P C- C <br />I = 10' <br />1 1/2" CROWN TYPICAL <br />1 r19.5 <br />Q r 2 <br />- 2 if 7-L—�.-- i ET EXIST. OR BACK OF LOT <br />PERCOLATION POND 13.5 ELEV. 16.5 f <br />--NATURAL GROUND <br />12, - Id 6 ` <br />SECTION D- D <br />I" = 10' <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) PER CENT. <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 = 11/2 `, 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-61 <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 />I <br />I <br />I 1 I <br />� I I <br />job no. 1443 SHEET <br />date AUG, 1978 SEWAGE TREATMENT PLANT EXPANSION <br />Scale I" = 50' , <br />T, <br />drawn D.R.K. FOR LATHROP ACRES SEWER MAINTENANCE DIS <br />OF rwo <br />No. 14269 design C.G.W. <br />check C. C. w. FI LE <br />I <br />0 <br />