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<br />0 -4 0 LL 7 <
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<br />Q2A.IKAGE.
<br />ttl
<br />CO r 9 \1417 -TALL 30 LF Nr, '?WALE
<br />,J m r 7- t > 'TO AAATCH 1-L AZ ENV of
<br />o r + cru e a INC, DtKe 38.3 v
<br />1 .
<br />Q 0 N ' 38.6- r 0 a-4 - 0219-44DE 'To
<br />92AIN
<br />_ X + NEIGHBORHOOD + 4.5' DIA.
<br />Q v MORADA LANE Dt VCLLOC.A-TED
<br />G
<br />NORTH o of EP
<br />AG TRAI,I"i1T1oN F�"'r"f�"F"" _-s 7omX4 plyt;�• � �
<br />EP 40.26
<br />�3$
<br />EP 39-57-- I EP 39 i EP 39.9 Er�38. 39 ydo.
<br />EP 8.9
<br />40.2 40.42 Ex15T 39.54 39.28 0 39.19 39'3 9.03 0
<br />(D" AG DIKE
<br />ALS 2.3
<br />01
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<br />0
<br />4,"x46" COIJG• LID WITH 1AItJ&heO ti\GCj: j67 \PCOQ.J
<br />NEENA�A MODEL. st R-rola/bO-KA
<br />% CLEV• 30,00
<br />/ LID SHALL t!#C \2" 71A1LK SERVIC.0 RA4D
<br />/C.ONI✓. w1n 5 BARS 12"O.G.CL
<br />j -
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<br />b ,
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<br />EP 40.2 EP 39.48 EP 38.99 EP 38.96 EP 39.13 E
<br />co', PVG
<br />P 39.50.0 toll tttx;38� oNVMe 1 t
<br />-� REMOTE Q( \' GUT SWPL; 7 N5TAL4. CABLE :7UpF0ZT(TYP.� \ � FRA1dE £GRATE PER
<br />NOTE- WCVT I WIDE STR 11�� -J - GO. STD PLAN
<br />BEFo crliNC� f -p IlTSiALti TLI 51(2U �` 38.6 Q 38.5 To DKD�II! su2�tl IZ D D-7
<br />(TYP• OPPOSITE PRNF-WlaY 3� •. (o.o INV
<br />SWAt. • MMC•URY '2WITCN OFF ELE\/. ZA.O
<br />2.0 EP 38.7 38.7 ID r3eroM of MAN'dolt
<br />KEviEW WITH -L ELEV.2L.O
<br />NOTE- 11.1'7TAL1_ ZTQ <jiREEt °71(mN \ \
<br />W 51 PI:,R 17, 1 • GO, 41TOCA. A'F S `mai EAs-, 4�i 121 : R.ID
<br />a � EP 39.0 38.9 PUMP DATA.:5 A. HP '7T A"till� Wt�i'C EN4h c�F IhLANR c. �` �_ PUMP TO 6E FAIL M0U/.1 t ED .
<br />NOTE' ,F �, � `�•\ C-,ouLtn MootL 3�3
<br />OVERLp�`f POKTIp61 ��_ EP 38.9 1-10 C'7PMEcMOF-A-; AUq SERVIGII�Ca
<br />BENCHMARK IS BRASS CAP IN CONCRETE LOCATED AT NORTHWEST' 39.0 C1UIU< RELEASE 7 -"(?F-
<br />1 i : O h1T1 NGS
<br />CORNER OF MORADA LANE & ALHAMBRA ROAD STAMPED _ WNBRE EXtSTIRIG AL IS AC S\rJALF- �� I SECTION. B-
<br />S.J. CO. R-183 EL = 39.20. BKOie-W UP REVIEW APPROXIMATELY 15' BETWEEN \ NT5
<br />+39.8
<br />+39• j Ex15i POWER FOLC
<br />4'(1YP) -�
<br />(o' C14AIQ LItJK FENC E
<br />(TYP.)
<br />1' (TYP )
<br />X
<br />=r�tuic.i, rzo��o-
<br />MAX. WATER
<br />i
<br />fn" PVG FORGE MAtw----�''
<br />5=o.00to
<br />SECTION A -A
<br />NTh
<br />+38.8
<br />+39.3
<br />171.15'
<br />ETENTION BASIN
<br />O:�h
<br />Ja- o. ob to `
<br />-777 TOE OF 42LOPE
<br />Iv
<br />N 6JPVG
<br />170.69'
<br />LS (TIP.)
<br />38.8
<br />30.0IUV
<br />5
<br />WITµ c tD,$E SE.Gj1UN C- C NORTH EDGE OF PRIVATE �� EP 39.2 39.2
<br />ROAD TO PROPERTY UNE \
<br />MORADA LANE x,\39.4 39.2
<br />EP
<br />+39.2
<br />+39.4
<br />L SEE PUMP DETAIL
<br />SEcTtON q -g,
<br />-FENCE LINE
<br />5-.41 6F,&DE Tb 02A
<br />d
<br />INSTALL METER 60X
<br />�IN'JTAI.I. 1- 12' WIaE 60,%
<br />�- Apa'J�f RIM TO GRAD E
<br />31,53 INV, MH #(o (6F_F Tr-nzH �actC
<br />^^ tL- -TAIL
<br />. I✓
<br />REMOVE AG DIKE Af
<br />�R1VE`NAY LOCA-f.10N I pRwEWAY
<br />1N17TALL 0-L" A.C. 11-1P
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<br />DIKE AT DRIVEWAY DETAIL
<br />N'h
<br />?-"AC) A" AD 0" BEFRVICE ROAD
<br />\0
<br />INITAII.L "TYPE @" �0
<br />i3ARRIC.Ap$ PER S•J. CONSTD• PLAN A. -g.
<br />RAYMOND _ COURT
<br />MH *.5
<br />t0F'�S `t0
<br />� • 6'd " s.
<br />�Z-33rd a
<br />v VEL ae�/
<br />� • EP 39.3 39.1
<br />EP 39.4 39.2
<br />\\ P 39.5
<br />IWAYTALL A`21d
<br />T RACK 9 R \7E?All.
<br />24" D 24'' D
<br />+. 2
<br />MANHOLE
<br />* 6 DETAIL
<br />IJT'J
<br />aaet•�
<br />1 ••t
<br />04' '
<br />avI es.
<br />At
<br />•a •3••.o- 0•.s
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<br />�.C. DIKE DETAIL
<br />NT7
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<br />TRASH RACK
<br />N ih
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<br />EKC.AVATED FACE.
<br />#s &ARS(-TYP•�
<br />WELDED
<br />HO -17 NIPPED
<br />GALVANIZED) UruT
<br />AiEGURE.D VlAkTH
<br />5hto` x 1 /H" 'Uouv7.
<br />DILLON ENGINEERING
<br />ENGINEERING PLANNING SURVEYING
<br />8 South Hutchins Street
<br />Lodi, California 95240
<br />(209) 334-5613
<br />BLA TT ES TA TES
<br />IMPROVEMENT PLANS
<br />DETAIL PLAN
<br />DEPARTMENT OF PUBLIC WORKS
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />REV. NO. DESCRIP77ON DA7F SCALE: 1l--30' APPROVED BY. SHEET N0.
<br />A METER 6OX L,OLATIOW cj /aB. DESIGNED BY.• .TM DATE: 5
<br />DRAWN BY.• JM F H SHEE
<br />CHECKED 8Y: 5 L DIRECTOR OF PUBLIC WORKS JOB ND.
<br />SAN JOAQUIN COUNTY, CALIF. 8619
<br />AS BUILT BY.• Std ,
<br />CQ
<br />D
<br />I
<br />Q
<br />Ly
<br />Q
<br />co', PVG
<br />P 39.50.0 toll tttx;38� oNVMe 1 t
<br />-� REMOTE Q( \' GUT SWPL; 7 N5TAL4. CABLE :7UpF0ZT(TYP.� \ � FRA1dE £GRATE PER
<br />NOTE- WCVT I WIDE STR 11�� -J - GO. STD PLAN
<br />BEFo crliNC� f -p IlTSiALti TLI 51(2U �` 38.6 Q 38.5 To DKD�II! su2�tl IZ D D-7
<br />(TYP• OPPOSITE PRNF-WlaY 3� •. (o.o INV
<br />SWAt. • MMC•URY '2WITCN OFF ELE\/. ZA.O
<br />2.0 EP 38.7 38.7 ID r3eroM of MAN'dolt
<br />KEviEW WITH -L ELEV.2L.O
<br />NOTE- 11.1'7TAL1_ ZTQ <jiREEt °71(mN \ \
<br />W 51 PI:,R 17, 1 • GO, 41TOCA. A'F S `mai EAs-, 4�i 121 : R.ID
<br />a � EP 39.0 38.9 PUMP DATA.:5 A. HP '7T A"till� Wt�i'C EN4h c�F IhLANR c. �` �_ PUMP TO 6E FAIL M0U/.1 t ED .
<br />NOTE' ,F �, � `�•\ C-,ouLtn MootL 3�3
<br />OVERLp�`f POKTIp61 ��_ EP 38.9 1-10 C'7PMEcMOF-A-; AUq SERVIGII�Ca
<br />BENCHMARK IS BRASS CAP IN CONCRETE LOCATED AT NORTHWEST' 39.0 C1UIU< RELEASE 7 -"(?F-
<br />1 i : O h1T1 NGS
<br />CORNER OF MORADA LANE & ALHAMBRA ROAD STAMPED _ WNBRE EXtSTIRIG AL IS AC S\rJALF- �� I SECTION. B-
<br />S.J. CO. R-183 EL = 39.20. BKOie-W UP REVIEW APPROXIMATELY 15' BETWEEN \ NT5
<br />+39.8
<br />+39• j Ex15i POWER FOLC
<br />4'(1YP) -�
<br />(o' C14AIQ LItJK FENC E
<br />(TYP.)
<br />1' (TYP )
<br />X
<br />=r�tuic.i, rzo��o-
<br />MAX. WATER
<br />i
<br />fn" PVG FORGE MAtw----�''
<br />5=o.00to
<br />SECTION A -A
<br />NTh
<br />+38.8
<br />+39.3
<br />171.15'
<br />ETENTION BASIN
<br />O:�h
<br />Ja- o. ob to `
<br />-777 TOE OF 42LOPE
<br />Iv
<br />N 6JPVG
<br />170.69'
<br />LS (TIP.)
<br />38.8
<br />30.0IUV
<br />5
<br />WITµ c tD,$E SE.Gj1UN C- C NORTH EDGE OF PRIVATE �� EP 39.2 39.2
<br />ROAD TO PROPERTY UNE \
<br />MORADA LANE x,\39.4 39.2
<br />EP
<br />+39.2
<br />+39.4
<br />L SEE PUMP DETAIL
<br />SEcTtON q -g,
<br />-FENCE LINE
<br />5-.41 6F,&DE Tb 02A
<br />d
<br />INSTALL METER 60X
<br />�IN'JTAI.I. 1- 12' WIaE 60,%
<br />�- Apa'J�f RIM TO GRAD E
<br />31,53 INV, MH #(o (6F_F Tr-nzH �actC
<br />^^ tL- -TAIL
<br />. I✓
<br />REMOVE AG DIKE Af
<br />�R1VE`NAY LOCA-f.10N I pRwEWAY
<br />1N17TALL 0-L" A.C. 11-1P
<br />0; • a:
<br />DIKE AT DRIVEWAY DETAIL
<br />N'h
<br />?-"AC) A" AD 0" BEFRVICE ROAD
<br />\0
<br />INITAII.L "TYPE @" �0
<br />i3ARRIC.Ap$ PER S•J. CONSTD• PLAN A. -g.
<br />RAYMOND _ COURT
<br />MH *.5
<br />t0F'�S `t0
<br />� • 6'd " s.
<br />�Z-33rd a
<br />v VEL ae�/
<br />� • EP 39.3 39.1
<br />EP 39.4 39.2
<br />\\ P 39.5
<br />IWAYTALL A`21d
<br />T RACK 9 R \7E?All.
<br />24" D 24'' D
<br />+. 2
<br />MANHOLE
<br />* 6 DETAIL
<br />IJT'J
<br />aaet•�
<br />1 ••t
<br />04' '
<br />avI es.
<br />At
<br />•a •3••.o- 0•.s
<br />'�•ri Y•• aye a`w a'„ qm!
<br />• 7 I 0 a
<br />e.
<br />�.C. DIKE DETAIL
<br />NT7
<br />Q 3°(TYP.)
<br />ti
<br />M
<br />TRASH RACK
<br />N ih
<br />coxwooC.T AG A&AIN7T
<br />EKC.AVATED FACE.
<br />#s &ARS(-TYP•�
<br />WELDED
<br />HO -17 NIPPED
<br />GALVANIZED) UruT
<br />AiEGURE.D VlAkTH
<br />5hto` x 1 /H" 'Uouv7.
<br />DILLON ENGINEERING
<br />ENGINEERING PLANNING SURVEYING
<br />8 South Hutchins Street
<br />Lodi, California 95240
<br />(209) 334-5613
<br />BLA TT ES TA TES
<br />IMPROVEMENT PLANS
<br />DETAIL PLAN
<br />DEPARTMENT OF PUBLIC WORKS
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />REV. NO. DESCRIP77ON DA7F SCALE: 1l--30' APPROVED BY. SHEET N0.
<br />A METER 6OX L,OLATIOW cj /aB. DESIGNED BY.• .TM DATE: 5
<br />DRAWN BY.• JM F H SHEE
<br />CHECKED 8Y: 5 L DIRECTOR OF PUBLIC WORKS JOB ND.
<br />SAN JOAQUIN COUNTY, CALIF. 8619
<br />AS BUILT BY.• Std ,
<br />
|