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4'PVC - <br />Muffler w/ <br />plastic filler <br />Sypport <br />Screen per - <br />Health Dept. <br />N <br />FUrURF <br />L, <br />Air Vent Extended 3/4" pipe to <br />low water level • Extend discharge <br />line to 12"f above grrade, ( 5outh Side Elevation) <br />Steel Saddles <br />provided by Tank <br />Supplier <br />Neoprene or <br />Equal Lining <br />4'x 7' <br />10,000 Gallons <br />3/8" Baffle Plates <br />welded to tank l" <br />Diameter hole in <br />Base. <br />'Gate valve 1 I <br />Future Drain III <br />'tr6 e q"% <br />each way <br />EAST SIDE ELEVATION <br />2"Pressure Relief Valve extended <br />2" below low water levet-Pipe 2" <br />discharge to[?-" above grade. <br />11 <br />Alternate exterior paint ^-Rust-o-leum#960 <br />primer 4 #470 Aluminium Paint <br />I I <br />II <br />II II "x 15" Std, Manhole <br />I� <br />8('W 9P YRNW CONYRACrOR <br />10"Water <br />YNRUSY BZOCR l0"Dl$CNRRGF BP UNDERGROUND <br />CONYRRCYOR <br />f° <br />Air Relief <br />Code Stamped <br />Tan k <br />PLAN VIEW PRESSURE TANK <br />15' min <br />1/2"Neoprene saddle <br />e bearing surface m7/, -67S <br />Saddle provided as 117 <egral <br />pa/•3` o� >rank by 5U,z1A/ier <br />m <br />SOUTH SIDE <br />Ip <br />34@ 18" Total 6-- <br />3-'4 Each <br />Face Tota 1 6 <br />d •• I , <br />6 - -2' 24ml 6 <br />Finish Grade <br />oz� <br />I. <br />(j <br />, - 2 <br />zl�� / Vi <br />v <br />ti <br />EL EVA T16W <br />4 <br />E <br />O <br />L <br />U <br />°' <br />3 <br />u <br />ro <br />-o <br />0 <br />� <br />= <br />L � <br />� <br />+� cc <br />> <br />- <br />�D <br />a <br />> <br />Y <br />_O <br />LL <br />� <br />o — <br />'/8° x 6" x 24" Long Galv. Steel Strap <br />,--10"Ductile Iron Pipe <br />�g x 10" Golv -Bolts <br />M <br />*4 Bars Total 6 <br />93 �, A <br />o <br />SECTION B -B SECT/ON A- <br />PI P E SUPPOPT DETA I L <br />NO DATE REVISIONS BY <br />l� To Main _ <br />DESIGN DRAWN BY APPROVID BY: Henry M. Hirata RCE No. 21258 <br />7/26/91 See Sheets I 5, 4 10 TP <br />/G�,a 19_ <br />SUBMITTED BY <br />R.C.E. 19638 DATE 7_2"i -fl SAN. JOAQUIN COUNTY DIRECMR OF PT1RFTrVff1(7�_ <br />28'+ <br />L <br />0 <br />BAUMBACH <br />PIAZZA <br />CIVIL ENGINEERS <br />SURVEYORS <br />323 W. ELM ST. LOCI, CALIF. <br />58240 PH: 209-388-8818 <br />17/g MIN. O.D. <br />6,9U. $TEFL PIPE <br />WINDWOOD" VV <br />-.r <br />0- <br />_jo <br />O C <br />in <br />00 <br />CO <br />a <br />O <br />M <br />9" <br />Dia. <br />POST <br />DETAIL <br />/�• x j/s.' Co, -4s- Pctr O1' *r1re,71AO17 fJ'0r <br />\ �9pnd^o//Co�,co5/5. 7,6n3/04 ear mond <br />9n0// ee /7Ct /6 ss AA 0/7 %wN-I',(4" sPocC�1 <br />o/ 11r4)010 int6rro/S. C3� cr <br />S" <br />Posi <br />oet <br />2"MF6N W1 PZRSY/C 51Ar5 <br />'�— KnucK/Cd Tbp � do//on: <br />CTrv•) <br />(U. S. MANUFACtURE) <br />/ ' 4' /. O• Too Rv'i (rya) <br />/ %a • ! O.• a, -acs .cod- & Choi <br />7 Go. GI/v. 7aneio12 *1;re <br />ir ryo.) <br />9,I ADD 52,9x6 RZZ rNR0416N0UY W. 2' D. CANAL RZONG WFSY 5/DF OF PROPFR7P.. <br />'ble. <br />FENCE DETAIL AT W. I. D. CANAL <br />.Vo 5Co/G <br />WOODBRIDGE IRRIGATION DISTRICT <br />18777 LWR SAC RD <br />WOODBRIDGE, CALIFORNIA 95258 <br />SPECIFICATION FOR CHAIN LINK FENCING <br />WITHIN THE WOODBRIDGE IRRIGATION DISTRICT <br />'The following specifications for chain link fencing shall apply to all_. <br />applications for chain link fencing within the District: <br />Requirements <br />1. Fencing fabric wire shall be new 9 gauge wire material with <br />galvanized fasteners and ties made by U.S. manufacturers. <br />2. Line posts and brace posts shall be steel galvanized with a 1-7/8 <br />inch outside diameter with a minimum of 14 gauge in sidewall <br />thickness. <br />3. A wire stretcher bottom shall be provided. <br />4. Holes for line and corner or brace posts shall be 3 feet deep and a <br />minimum of 8 inches in diameter and set in concrete. <br />5. Line posts, brace posts and corner posts shall not exceed 10 feet <br />spacing (maximum). <br />6. WID requires that fencing be set six inches onto WID right of way <br />line with no gates or openings leading into the right of way unless <br />otherwise ordered by the District. <br />7. WID will not be responsible for the maintenance or upkeep of any <br />fencing or decorator accent materials used to enhance the appearance <br />of any chain link fence. <br />8. Gates shall be hinged and of a swinging type with a minimum of 16 <br />fleet between gate posts and of similar material. All gates shall <br />have locking mechanisms and hinged as to prevent the gate from being <br />removed by lifting. <br />9. WID reserves the right to require additional specifications as are <br />necessary and accepts no liabilities for any occurrence relating to <br />fencing on or off the right of way. WID reserves the right to make <br />modifications to fencing including its removal or relocation should <br />the District determine it necessary. <br />u� <br />1 <br />lZ-Z3-9( <br />APPROVED BY: K. KJELDSEN <br />W.S.D. ENGGJINEER <br />DATE: C <br />WELL SITE DETAIL WINDWOOD SUBDIVISION SHEET ,i OF ,5 <br />UNIT N0. I JOB NO.. 88888 <br />FILE <br />NO. G -S 7 6 <br />