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Eb <br />w <br />---�-- <br />I <br />3' "1 <br />Sze 5.1 <br />SECT " D - D S <br />m CAL E : i "= 3O t•: c1 <br />O H <br />- . aD � 11,-L►t <br />0'0 <br />Ci <br />^tL <br />r� <br />'LO <br />D p <br />40' TYP, <br />NE <br />�I <br />o r <br />RET t T ON Po ht p OD ¢� <br />AREA SH At,_ - 06 a Q <br />SmR• me o w mk A �o tz.o.w• <br />50%L STERILAt.t"'(". 0 LU <br />CotdTttAr-TOIL SRhLL <br />E <br />oBTRIN hQPico+]hl 1- <br />F4#A R&RIOULTIALE Z APPF <br />DE•PT. Of t•ttS j a.: t:H, to <br />1 STEItL kt4T. , <br />i � r � <br />1 so z4 so SAN <br />lu SLOPES : t CD �� <br />y (TYP) ( 1 �r <br />4 CP <br />A <br />A <br />- 3G" DtAm. <br />C. PIPE . <br />COYER REQ'17. <br />tAM. Pti PILLED <br />COSSLE R,04%- <br />,H., E." MAx . <br />a <br />)VED <br />DAQUIN LOCAL HEALTH DISTRICT <br />SO I I <br />a <br />DRY WELL DETAIL <br />w <br />t5 <br />4 <br />I <br />N <br />$MIT1i - BLAIR STEEL COUPLING <br />u <br />fj <br />]� <br />w <br />10 <br />O <br />tCo"171AM, 1C t0 GA WEt.4ED STEEL PIPE <br />TIPS OC-11 <br />2 <br />F; <br />r. <br />c� <br />l <br />WELD t' A t'1 GALY. STEEL ^ <br />1- <br />0 -- <br />SAL- HORIZONTALLY To <br />W <br />E <br />END OF PIPE. <br />LL <br />Z • <br />c <br />o <br />Q <br />A- <br />t <br />_ <br />s� a �- <br />f <br />- <br />0 <br />w <br />t0 <br />R m � • .�' <br />tJ <br />I I <br />Z <br />yf <br />c, <br />t <br />0 <br />„`. <br />t! <br />w <br />4 - *4• Ctl&cuLmL Hoops, ,Lrr <br />N <br />W <br />i, <br />'K <br />CLEAR , $- *-X TIES 18"o.C.. <br />� .t <br />{�„• <br />Att.oUNO SUtrIP. DEPRE.55 <br />R. <br />TOP BAR UNI:ieg BEAM SEAT <br />' A•C• OVER <br />CONST. if*' bl2lmmy <br />E <br />r S'� t.ttip <br />a+�D -L t3' WIDF- <br />4?.09 T. C <br />sr <br />GATES) WILOII <br />CANE <br />De . C.l. <br />6.32 0I <br />ELEC 7ttOGto <br />set <br />$U1LDlNCj.� <br />-- �'' <br />.,°; <br />y� ,.. <br />IDEAL PARKWAY <br />SEEstic T s <br />S, <br />Y <br />ls1 <br />r <br />1 <br />D <br />.. <br />t <br />•� <br />4gaS T.C. <br />I <br />t Q4 BS <br />I <br />r! <br />APPROVED 19 APPROVED 1g <br />revisions <br />.. I <br />t:4 no. description <br />S <br />S. J. COUNTY DIRECTOR OF PUBLIC WORKS R.C. E. 21,258 <br />PROWMD ON 1:51ZPO NO. IOWN CMARPRINT <br />date <br />Cl 1 DIAMETt~R. CrALv. -- to GA. C.M.P. <br />C.M.P. SI NI-L BE THdtzOUC-RLY <br />CLE•ANEO & G•IVEN A "FAIN <br />CART OF HOT ASPHALT BY <br />SPRA�(INS tNStDrc AND OtJTSIt)E <br />PLACE <br />rhLV. ANCHOR Hours CAST <br />PLACE AS SHOWN. SECURE <br />TIN& W/CYALY. NUTs & whs"EP.S <br />-tt9CT SHALL SUPPORT too F.S•I=• <br />TALL I'I At-L- O.S.tI•A• REQVIRE1116N <br />1'IA S" $W-100-A <br />' x Ve" STEEL STkAP <br />%RATINCr. altATIN(;• SHALL <br />AFTER FABRICRTIoN <br />P LjA N <br />1 / 2 '1'= I'- 0't <br />i <br />i • <br />-L- U.S. UERTtcAL HOLLOWSHRFT NoTORS <br />WEATHER .PROTE.CTF-0 � Tyi ?E. t OR• ZgUAL. <br />'LS H.P. y 8-15 R.P.M. , W`SELF OILER. <br />PUMP cZI- rnoTo2 C.AFFb.0 OF- pQ0A?I0(r. <br />\OS'Z,S C'fm GJ <br />ExPAtJDEb METAL SCREEN MOUttJCr- <br />PARTS PER CAL.OSHA REQUMEMENTS <br />1 - %G" VERTICAL PROPELLER PUfl'IPS <br />To OPERATE AT SZS tz•P,tn, w/ t &lkL <br />SOLENOID OPEF-ATEb LuBRtdATOtZ. <br />AFFOA HASP F'OK LOCr-04G FOR VAMDAL <br />PROOFING-� I <br />ELEY. q9,0 /,,,CGRSS 9 <br />C OAI C R.ETS <br />TIV- <br />vt 8;x l8 "i. <br />CLASS t9 I&OSAR @ %%"O, C. <br />CONCits-m .L, WAYS <br />SECTION A —A <br />1/2 9$ = Il— 0 It <br />SEE SPECIFLCAT1ot-IS FOP- <br />SMuCTU P-AII C-xcAv AT L o N w- <br />BACX-Ft L.t,. Rt �U12E IMEN t' S <br />t+l eiLcURY sVJ►TCH1:.5 To $E <br />INSTALLEb TO 4RaUtoE <br />LEOEt. SIGNALS. <br />Ti{E SVJtrCtiES StfAL..L <br />IsE SEtVit;Eb To <br />THE SUMP W/METAL <br />SRACK•ETS AS <br />REQUIRED TO tNSUttE. <br />ACCURATE CONTiZOL <br />ELF-Y. ¢Q_0 PUMP <br />*1 LION" <br />St-EV. '-1-0 PUivlp <br /># Z "OW, <br />ELEU. 37.4 ISOTH <br />PUMPS TOFF'! <br />TING IS <br />GV <br />B B <br />Cy <br />�II — <br />m II <br />3: 11 <br />BEAM SEAT DETAIL <br />11/2"= I'-- 0" <br />'3/4 V ANCRoft BOLT WELbE.D TO <br />SEATS . TFtRCAD ENDS lktab <br />BOLT' L3EA MS IN PLACE <br />SECTION B-- B <br />1 I FFI 1'-0" <br />II C.M.P. AS Met). t¢rr <br />To ACCOMObATS BEAM <br />VI Er FLAIII <br />$!r -L' A b" Loo& <br />ANCIiOtt (� 1$" <br />C.C. %TEED TO <br />CrkATI►3G Sua <br />Vd e x is I [ <br />30s� d• ��•- A. ` <br />.L I I � •` ,Q .� ,0 <br />,Lynx Z�x L SEATS _ <br />CC,ALII,� <br />SECTION C—C <br />SCALE '. 1 1/2"= I'- OF, <br />%4'STEE4 STRAP x 6"WIDE x AS RECD. <br />cottumr-EttSNCE PLUS LIP <br />DtcILL fu- BOLT TO SUPPORT <br />?•" PCI_Z 6ETWECN <br />Inre & suP%RT <br />I/4," STEEL STRAP x "C' <br />wloE x � cIRcUMt=>6�Nca A5 REQD. <br />PLUS LIP, vISLD TO POST VY Gx I <br />DRILL TO IICc>:PT Y1' BOLT <br />E CX 6 4 PLATE <br />VIELto TO MST <br />i A a d • <br />s <br />s CLASS $ <br />a A. fl JAL_ .. ft NCRETE <br />12u P A 314u ANCiiOtt BOLTS r` I <br />d A A, <br />J <br />typiP : CCJEp- Al-L MISC. STEEL NOT PIPE SUPPORT <br />Ci•ALUANI'LF-b OR ASPItALTED <br />\IJ/ PRINT 'l9•• COMPATISLE PRIntER <br />ALL ELt:CT?-kChG SERutcF_ C-ONNEeTtONS) <br />AND DETAILS AND WtftiN;- whCr1-AMS <br />For- ALL. PUMPS h0 D MOTORS S4iALL <br />BE APPIzoUZC, NWU INSPCtTED AS PAKr <br />OF INW ELEC-TILtCAL PEIzIMtT a`C THE <br />ELEY. 33.5 COUNTY ' al"DtN - pE PPlr�rrne l�T. <br />WONG ENGINEERS INC. job no. 19 61 <br />date JULY 1981 <br />UPLANNING . ENGINEERING SURVEYING scale AS SHOWN <br />STOCK JOIN, CALIFORNIA drawn C.C. w. <br />• R.C.E. No. 14269 design WE <br />check <br />1 "= 1 '- 0 114 <br />AyX0UTS0 <br />RIP -RAP <br />7/7;:7- <br />RIP -RAP SECTION E-E. <br />MANTECA INDUSTRIAL CENTER <br />STORM DRAIN POND & PUMPS <br />l <br />i <br />I <br />i <br />J <br />i <br />'F <br />} <br />SHEET <br />3. ;rJ' <br />OF SE VEN —j <br />1 <br />FILE ,_J <br />1 <br />