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<br />53 r 24� 5_3 —�-
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<br />` SECTION D -D SCALEL4-
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<br />11
<br />LD'
<br />D
<br />4-0'TYP.
<br />}I
<br />i � O
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<br />a
<br />0
<br />RETENTION PoND O r
<br />AREA SHALL- FSE z
<br />S2N-ItE D w LTH A
<br />SOIL STERILANT. Q tb
<br />CoNTRAcTOR• SHhLI
<br />OSTAtN hPPRoUhL.
<br />FROM AGRtOULTURE
<br />DEPT• OF L1L5
<br />�0 STST-%L ktJT.
<br />3 50' +L4 so' —
<br />01
<br />J
<br />W.. -O SLOPE S:I
<br />y (Typ)
<br />K
<br />d
<br />s
<br />c_
<br />W
<br />v
<br />LU '" 4
<br />IL I
<br />2 in
<br />J In
<br />N IC
<br />2 0
<br />z O W
<br />U ` ly
<br />� m O o
<br />M
<br />v
<br />F
<br />GO' R.O.W.
<br />to
<br />5'
<br />A
<br />- 3G" Dlgm.
<br />PI PE .
<br />COYER REQ'f0.
<br />LAM. VIM FILLEC
<br />COBBLE ROCK
<br />,.I.� ba MAV .
<br />IVED
<br />)AQUIN LOCAL HEALTH DISTRICT
<br />I LL
<br />4 —o
<br />DRY WELL DETAIL
<br />SMITH - BLA\R STEEL COUPLING
<br />TYPE 411
<br />16"OIAM. X 10 CrA WE:LOED STEEL PIPE
<br />WEL4"
<br />D X t" GALY. STEEL �
<br />9AR HORLLONTALLY TO
<br />END of PLPE.
<br />ALV. ANCHOR aOLTS CAST
<br />PLACE AS SHOWN. SECURE
<br />'IN It- W/wLY. NUTS $.• WASHERS
<br />INC, SHALL_ SUPPORT 100 P.S.F.
<br />ALL MEET ALL O.S.H•A. REQVIREMENIS
<br />I"x is $W -100-A
<br />X '/g" STEEL STRAP
<br />RATING. GRATING SHALL
<br />> AFTER PABRtCAT1oN
<br />PLAN
<br />L- U.S. UERTtCAL HOLLOWSHAFT MOTORS
<br />WEATHER PROTECTED TYPE 1 OR EtgUAL
<br />25 H.P. T 815 R•P.M. W/SELF OILER
<br />PuMP G,- MOTO2 CAPRgLC OF pumeloc--
<br />GS-LS GPI^'L (S
<br />EXPANDED METAL SCREEN MOUING
<br />Ihm PARTS PER CALOSHA REQUtILEMENTS
<br />�. moi• 1 - \6" VERTICAL PROPELLER• PUMPS
<br />/- TO OPERATE AT 8 -IS R•P,MI Wr l GAL
<br />SOLENOID OPERATED LUSRtCATOR•
<br />AFFCA HASP FOR• LOCK•UVG- FOR VANDAL
<br />PROOFING-, i
<br />ELEV. 49,0 CLASS B
<br />E
<br />\ F
<br />SEAT to
<br />N GRATWG
<br />"y;. I"x 9 L GhLY-)
<br />L
<br />B II B
<br />rX ,/4n QoQ � I� I O° "t�n� r\m
<br />ti SEATS _J I L =
<br />C GALT
<br />CD
<br />I _ _
<br />II
<br />m II
<br />II
<br />BEAM SEAT DETAIL
<br />11/2"= I'- 0"
<br />3/4'O ANCHOR Bo LT WELDED TO
<br />SEATS. THREAD ENDS AND
<br />Bo LT DEAMS IN PLACE
<br />3
<br />MANTECA INDUSTRIAL CENTER
<br />SHEET
<br />3
<br />OF SEVEN
<br />G
<br />scale AS SHOWN
<br />•.. _
<br />•1 a •��I'
<br />STORM DRAIN POND & PUMPS
<br />/ CONCRE T
<br />i.
<br />18
<br />FILE
<br />w
<br />IF'
<br />A
<br />�
<br />S
<br />M
<br />o
<br />th
<br />- to Ram. i N
<br />;
<br />H
<br />F
<br />Z
<br />w
<br />zm
<br />>
<br />a:
<br />t -L •,
<br />V
<br />_O
<br />�
<br />3
<br />G _ K•
<br />r
<br />4-'k'4 CIRCULAR HOOPS' 2"
<br />4
<br />I
<br />m
<br />CLEAR, 1Y *-x TIES 19 o.C.
<br />SEE SPECIFICATIONSOR-
<br />F
<br />I
<br />I
<br />d
<br />$ Ti2-UCTUILA-L C-XGAVATION �cr
<br />4-
<br />BAR UNDER BEAM SEAT
<br />6ACKFt LI REQUI2EYMENTS
<br />Cp
<br />R,
<br />, eo
<br />m
<br />F.H.
<br />11
<br />N
<br />tJ
<br />O
<br />v
<br />F
<br />GO' R.O.W.
<br />to
<br />5'
<br />A
<br />- 3G" Dlgm.
<br />PI PE .
<br />COYER REQ'f0.
<br />LAM. VIM FILLEC
<br />COBBLE ROCK
<br />,.I.� ba MAV .
<br />IVED
<br />)AQUIN LOCAL HEALTH DISTRICT
<br />I LL
<br />4 —o
<br />DRY WELL DETAIL
<br />SMITH - BLA\R STEEL COUPLING
<br />TYPE 411
<br />16"OIAM. X 10 CrA WE:LOED STEEL PIPE
<br />WEL4"
<br />D X t" GALY. STEEL �
<br />9AR HORLLONTALLY TO
<br />END of PLPE.
<br />ALV. ANCHOR aOLTS CAST
<br />PLACE AS SHOWN. SECURE
<br />'IN It- W/wLY. NUTS $.• WASHERS
<br />INC, SHALL_ SUPPORT 100 P.S.F.
<br />ALL MEET ALL O.S.H•A. REQVIREMENIS
<br />I"x is $W -100-A
<br />X '/g" STEEL STRAP
<br />RATING. GRATING SHALL
<br />> AFTER PABRtCAT1oN
<br />PLAN
<br />L- U.S. UERTtCAL HOLLOWSHAFT MOTORS
<br />WEATHER PROTECTED TYPE 1 OR EtgUAL
<br />25 H.P. T 815 R•P.M. W/SELF OILER
<br />PuMP G,- MOTO2 CAPRgLC OF pumeloc--
<br />GS-LS GPI^'L (S
<br />EXPANDED METAL SCREEN MOUING
<br />Ihm PARTS PER CALOSHA REQUtILEMENTS
<br />�. moi• 1 - \6" VERTICAL PROPELLER• PUMPS
<br />/- TO OPERATE AT 8 -IS R•P,MI Wr l GAL
<br />SOLENOID OPERATED LUSRtCATOR•
<br />AFFCA HASP FOR• LOCK•UVG- FOR VANDAL
<br />PROOFING-, i
<br />ELEV. 49,0 CLASS B
<br />E
<br />\ F
<br />SEAT to
<br />N GRATWG
<br />"y;. I"x 9 L GhLY-)
<br />L
<br />B II B
<br />rX ,/4n QoQ � I� I O° "t�n� r\m
<br />ti SEATS _J I L =
<br />C GALT
<br />CD
<br />I _ _
<br />II
<br />m II
<br />II
<br />BEAM SEAT DETAIL
<br />11/2"= I'- 0"
<br />3/4'O ANCHOR Bo LT WELDED TO
<br />SEATS. THREAD ENDS AND
<br />Bo LT DEAMS IN PLACE
<br />i
<br />SECTION B— B
<br />1 1/2"= 1'-0"
<br />NOTCH C.M.P. AS REQ'D• 14"
<br />To ACCOMODATE McAM
<br />WEB fi' FLANGE
<br />40 x 6"LONG•
<br />ANCkOR ( IB"
<br />C.C. wELD TO
<br />GRATtNG SEK[
<br />�30e . •rI
<br />`
<br />III; I a -
<br />•` o
<br />1y'IX 'Ll Y. t L SEATS
<br />CGALY.�
<br />SECTION C—C
<br />SCALE : 1 1/2"= 1'-0"
<br />4x19 i w
<br />r , Coo ROVd /¢' STEEL STRAP x 6'wIDE X AS READ.
<br />85
<br />'+'!A.'C. OVER CONST. 16' DRLYEWAY %L CIRCUMFERENCE PLUS LIP
<br />st X0ILINFD AND 'L- 8' WIDE 4T.09 T. C
<br />DRILL b BOLT TO SUPPORTBETWEEN
<br />5. > GATES, w/LoeKING , -17•n FELT
<br />CANE �' C.I. 0. 32. D10 9 DIAMETER. G•ALV. - IO 6A. C. M.P, 4•'L.o PIPE & SUPrORT
<br />„y0• MERCURY SWITCHES TO BE
<br />_ELECTRICAL CONTROL '' tot` , ,\T IOSIC W $"A•C•P. C.M.P. SkALL BE THOROUGHLY I _ _
<br />�U\LDINCr - - CLEANED lY G.NEN A H£AUY tNtTA LLEO TO PROVE IDLEVEL SIGNALS.
<br />3w --"�— -
<br />SEE SHEET 5 S.'A'P yK - ts' IDEAL PARKWAY CHAT OF HOT ASPHALT BY THE SWtTCk EL SHAD. 6E Sr<•CVR£D To I/�I STEEL STRAP x6u
<br />dC,S `!� `� THE SUM W�METAL BRACKETS AS ,WIPE x CtRCUMPERENCE AS V -1!4b.
<br />i T to O
<br />SPRA<tNC• INSLDE ANO OUTSIDE P
<br />D REQUIRED TO INSURE ACCURATE CONTROL. PLUS LIP, v1BL0 TO Po5T W 6X 1G
<br />r g�I.EN t' .,
<br />DRILL TO ACCEPT Y•y'BOLT
<br />1.6 So S.D.P. - ._ ELF -q- "-0 pUMP # 1 "ON" I WELD T MST
<br />-F 65' .. L4j •. 'F SZ.� t$" CONC. PIPE £LE\V # " - -
<br />ELEV. 4-1.0 PUMP Z ON" d - .<
<br />< CLASS
<br />S = O.00T ELEY. 39.90 ELEU. 3T. ¢ BOTH PUMPS "OFF' a a a a s < < F_
<br />In aA.BU �,• CONCRETE
<br />41.2S T.C. GROUT IN
<br />C.1 . \Or PLACE `" TYq o d 3/4"LL ANCHOR BOLT$
<br />. yT 3t.4 1
<br />• 2 rC' NOTE COVER ALL MtSC. STEEL NOT PIPE SUPPORT
<br />r�Oj� SG•AWANILED OR ASPHALTED
<br />(ZySBS VJ/ PAINT ^0- COMPATIBLE PRIMER
<br />D.P. - .
<br />ALL ELECTK•LCAL SERVICE CONNECTWNS)
<br />B KET SCREEN ANO DETAIS ANO W\RIF- Dth&KAMSPLAN
<br />I For- ALL PUMPS ANO MOTORS SHALL _.
<br />, '.. _. - � ,. _ BE APPROVED AND LNSPC-CTED AS PART
<br />1 - SO - Iti' 'jTAS RECOMMENDED CRIQ OUNTY ,ELECTRICAL PEKMITE� THE P'
<br />LVf, t , f BY MANUFACTURER f ELEY. 33.5 r
<br />wATERMAN F -10f -- jj� r NT 8u DWG, PEPARTrn fJ • GROUTS0
<br />DRAtNACrE CrATE n . RIP -RAP Tj
<br />C I r. s • ♦ O
<br />t ' T ELEY.'r6T SZ'- ION CONC. PIPE tL .. `•_. . s`• . s . e , ,.•. .. - •� • ��-�'(��OC�C.X�
<br />j
<br />I GLASS B #S RBBAR @ It"O. C. I
<br />ELEV. 57.5 _ , . • - ` r CONCRETE •y,. WAYS
<br />RIP_ RAP SECTION F-0.
<br />SECTION A—A
<br />t
<br />1/2"= 1'-0"
<br />I
<br />V 1 APPROVED 19 APPROVED lg revisions
<br />no. description date by @ WONG ENGINEERS, INC.
<br />PLANNING* ENGINEERING -SURVEYING
<br />STOCKTON, CALIFORNIA
<br />S.J. COUNTY DIRECTOR OF PUBLIC WORKS R.C.E.21,25B • 66004E./ R.C.E. N
<br />-a4 •RINMID ON DIRM NO. I.. CLRxR.RIN}
<br />0, 14269
<br />job no. 1961
<br />MANTECA INDUSTRIAL CENTER
<br />SHEET
<br />3
<br />OF SEVEN
<br />G
<br />scale AS SHOWN
<br />•.. _
<br />•1 a •��I'
<br />STORM DRAIN POND & PUMPS
<br />/ CONCRE T
<br />i.
<br />18
<br />FILE
<br />IF'
<br />A
<br />t I
<br />o
<br />th
<br />- to Ram. i N
<br />;
<br />>.` t9"
<br />F
<br />I
<br />zm
<br />o C
<br />t -L •,
<br />i�
<br />_O
<br />O
<br />G _ K•
<br />r
<br />4-'k'4 CIRCULAR HOOPS' 2"
<br />,
<br />N
<br />m
<br />CLEAR, 1Y *-x TIES 19 o.C.
<br />SEE SPECIFICATIONSOR-
<br />F
<br />� I
<br />r:
<br />AROUND SUMP. DEPRESS
<br />$ Ti2-UCTUILA-L C-XGAVATION �cr
<br />BAR UNDER BEAM SEAT
<br />6ACKFt LI REQUI2EYMENTS
<br />R,
<br />, eo
<br />F.H.
<br />i
<br />SECTION B— B
<br />1 1/2"= 1'-0"
<br />NOTCH C.M.P. AS REQ'D• 14"
<br />To ACCOMODATE McAM
<br />WEB fi' FLANGE
<br />40 x 6"LONG•
<br />ANCkOR ( IB"
<br />C.C. wELD TO
<br />GRATtNG SEK[
<br />�30e . •rI
<br />`
<br />III; I a -
<br />•` o
<br />1y'IX 'Ll Y. t L SEATS
<br />CGALY.�
<br />SECTION C—C
<br />SCALE : 1 1/2"= 1'-0"
<br />4x19 i w
<br />r , Coo ROVd /¢' STEEL STRAP x 6'wIDE X AS READ.
<br />85
<br />'+'!A.'C. OVER CONST. 16' DRLYEWAY %L CIRCUMFERENCE PLUS LIP
<br />st X0ILINFD AND 'L- 8' WIDE 4T.09 T. C
<br />DRILL b BOLT TO SUPPORTBETWEEN
<br />5. > GATES, w/LoeKING , -17•n FELT
<br />CANE �' C.I. 0. 32. D10 9 DIAMETER. G•ALV. - IO 6A. C. M.P, 4•'L.o PIPE & SUPrORT
<br />„y0• MERCURY SWITCHES TO BE
<br />_ELECTRICAL CONTROL '' tot` , ,\T IOSIC W $"A•C•P. C.M.P. SkALL BE THOROUGHLY I _ _
<br />�U\LDINCr - - CLEANED lY G.NEN A H£AUY tNtTA LLEO TO PROVE IDLEVEL SIGNALS.
<br />3w --"�— -
<br />SEE SHEET 5 S.'A'P yK - ts' IDEAL PARKWAY CHAT OF HOT ASPHALT BY THE SWtTCk EL SHAD. 6E Sr<•CVR£D To I/�I STEEL STRAP x6u
<br />dC,S `!� `� THE SUM W�METAL BRACKETS AS ,WIPE x CtRCUMPERENCE AS V -1!4b.
<br />i T to O
<br />SPRA<tNC• INSLDE ANO OUTSIDE P
<br />D REQUIRED TO INSURE ACCURATE CONTROL. PLUS LIP, v1BL0 TO Po5T W 6X 1G
<br />r g�I.EN t' .,
<br />DRILL TO ACCEPT Y•y'BOLT
<br />1.6 So S.D.P. - ._ ELF -q- "-0 pUMP # 1 "ON" I WELD T MST
<br />-F 65' .. L4j •. 'F SZ.� t$" CONC. PIPE £LE\V # " - -
<br />ELEV. 4-1.0 PUMP Z ON" d - .<
<br />< CLASS
<br />S = O.00T ELEY. 39.90 ELEU. 3T. ¢ BOTH PUMPS "OFF' a a a a s < < F_
<br />In aA.BU �,• CONCRETE
<br />41.2S T.C. GROUT IN
<br />C.1 . \Or PLACE `" TYq o d 3/4"LL ANCHOR BOLT$
<br />. yT 3t.4 1
<br />• 2 rC' NOTE COVER ALL MtSC. STEEL NOT PIPE SUPPORT
<br />r�Oj� SG•AWANILED OR ASPHALTED
<br />(ZySBS VJ/ PAINT ^0- COMPATIBLE PRIMER
<br />D.P. - .
<br />ALL ELECTK•LCAL SERVICE CONNECTWNS)
<br />B KET SCREEN ANO DETAIS ANO W\RIF- Dth&KAMSPLAN
<br />I For- ALL PUMPS ANO MOTORS SHALL _.
<br />, '.. _. - � ,. _ BE APPROVED AND LNSPC-CTED AS PART
<br />1 - SO - Iti' 'jTAS RECOMMENDED CRIQ OUNTY ,ELECTRICAL PEKMITE� THE P'
<br />LVf, t , f BY MANUFACTURER f ELEY. 33.5 r
<br />wATERMAN F -10f -- jj� r NT 8u DWG, PEPARTrn fJ • GROUTS0
<br />DRAtNACrE CrATE n . RIP -RAP Tj
<br />C I r. s • ♦ O
<br />t ' T ELEY.'r6T SZ'- ION CONC. PIPE tL .. `•_. . s`• . s . e , ,.•. .. - •� • ��-�'(��OC�C.X�
<br />j
<br />I GLASS B #S RBBAR @ It"O. C. I
<br />ELEV. 57.5 _ , . • - ` r CONCRETE •y,. WAYS
<br />RIP_ RAP SECTION F-0.
<br />SECTION A—A
<br />t
<br />1/2"= 1'-0"
<br />I
<br />V 1 APPROVED 19 APPROVED lg revisions
<br />no. description date by @ WONG ENGINEERS, INC.
<br />PLANNING* ENGINEERING -SURVEYING
<br />STOCKTON, CALIFORNIA
<br />S.J. COUNTY DIRECTOR OF PUBLIC WORKS R.C.E.21,25B • 66004E./ R.C.E. N
<br />-a4 •RINMID ON DIRM NO. I.. CLRxR.RIN}
<br />0, 14269
<br />job no. 1961
<br />MANTECA INDUSTRIAL CENTER
<br />SHEET
<br />3
<br />OF SEVEN
<br />date JULY 19el
<br />scale AS SHOWN
<br />drawn C.C.w_
<br />STORM DRAIN POND & PUMPS
<br />design WE
<br />check
<br />FILE
<br />
|