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<br />CUT '13"., TOP CURB M/OPO/NT,
<br />SE RETURN OF WATERLOO RD.
<br />/-SND REPORT AVE. SOUTH S/DE
<br />OF STREET. ELEV. Z6,./7, CITY
<br />OF STOCK TON.
<br />VICINITY MAP
<br />0 •SCALE
<br />_ 2 75. 00'
<br />/oo' 256 /3750'-
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<br />PROPOSED WAREHOUSE NO.2
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<br />/37-50'
<br />28LF /2 "RCPCcL.IIZ) 275.100' 28LF 12"RCP �CLI1I) �- --(T—
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<br />24'0R/VEWAY fi 239— - - - 24'0R/VEPVA Y h --_ - --- �- --- - -
<br />- I ��qJ s R INV 24..62' 235/ CONFORM TO
<br />FUTURE GUTTER I 25.50 — FUTURE CURB GUTTER —-��25.34 DITCH
<br />SLOPE _ 0.0025
<br />V)
<br />I
<br />/25.74
<br />REPORT AVENUE
<br />' NOTES �-------' —
<br />erode Rinpa
<br />2N r, —Mortar
<br />P L -
<br />it DITCH s'
<br />�_�
<br />N-18'RCe,Ct.=
<br />(TYP)
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<br />TYP. I C.oVER (oV'Xs,(CL•II) 4
<br />I •,....,. ,',: ,� ?, N
<br />r Tb i'
<br />TELEPHONE- PAC. $ELL
<br />` TO 95% /? C.
<br />Cloaa'B'Concrete PH0NE(2o9) 4102-2585
<br />_ a
<br />I
<br />W
<br />SECTION A -A
<br />•;
<br />AA/0 GAS MA INS
<br />TaPA.C.26,g/
<br />23.60 PLACEMENT OF RCP
<br />SECTION B-13/NV.
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<br />APPROVED BY
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<br />AA 39 OF STANDARDSPEC/F/CAT/ONS
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<br />4PPapE 0oia
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<br />/00' I
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<br />25
<br />DIRECTOR OF PUBLIC WORKS
<br />GAL TRANS, JANUARY 1988 EDI TION
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<br />�tC
<br />�-FUTURE 4' P/iG
<br />THRu CliPg /JRA/NlT/.4�
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<br />AND 5H,444 L56 PZ"MAX. 1W, -,0141A4 GRADE,
<br />`�-
<br />HEkRY Y. (RATA e.�
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<br />/37.50
<br />FUTURE
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<br />EDGE OF PAVEMENT `
<br />PROPOSED WAREHOUSE NO.2
<br />C SEE ARCHITECTS PLAN )
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<br />DITCH At 23.0
<br />SET TOP OF GRATE ¢'ABOVE
<br />BOTTOM OF DITCH
<br />50 Mrr # 2 a
<br />/Nv.2/23 /2':Y23'S.D. N
<br />W
<br />-/8"P/PE BARREL AND TRAFFIC
<br />APPROVEO FRAME e GRATE
<br />PE,T, STD, Z>e .4d 4C-4� S'. J'.
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<br />PROPOSED WAREHOUSE NO. I 26.00
<br />o
<br />( SEE ARCH/TECT,S PLAN)Zlaf
<br />INV 2500'
<br />FF 26.80 0 1�
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<br />P/L fUTURE C,D, - 1
<br />CLEANOUT. INSTALL "Y"-er c'rownI 20'
<br />/37-50'
<br />28LF /2 "RCPCcL.IIZ) 275.100' 28LF 12"RCP �CLI1I) �- --(T—
<br />_ -- --- --- _ _.` _ _ �� Evisr T5/TChl
<br />24'0R/VEWAY fi 239— - - - 24'0R/VEPVA Y h --_ - --- �- --- - -
<br />- I ��qJ s R INV 24..62' 235/ CONFORM TO
<br />FUTURE GUTTER I 25.50 — FUTURE CURB GUTTER —-��25.34 DITCH
<br />SLOPE _ 0.0025
<br />V)
<br />I
<br />/25.74
<br />REPORT AVENUE
<br />' NOTES �-------' —
<br />erode Rinpa
<br />2N r, —Mortar
<br />P L -
<br />it DITCH s'
<br />�_�
<br />N-18'RCe,Ct.=
<br />(TYP)
<br />i
<br />E.A. 25.50
<br />TYP. I C.oVER (oV'Xs,(CL•II) 4
<br />I •,....,. ,',: ,� ?, N
<br />r Tb i'
<br />1) Frome and Gate ahollconform /
<br />to Improvement Stondord No. C-7.
<br />2) Two !eel minim�m aelow finished
<br />groCe in new development.
<br />� (I I
<br />In es Rting etraete, mcr " test than
<br />2' with the approval of the Engineer. —�
<br />DEVELOPER -r B ;-` LIT/L/T/ES:
<br />L PLAN V EW
<br />j' STEVE RAMSEY S* 'WATER - CALIFORNIA WATER- 4&4-8311
<br />RIJ=7 . ' ARCHITECTS SEWER - CITY OF STOCKTON
<br />4 5- CENTRAL COURT STORM CEWE/Q - SAN LIOAQUIN COUNTY
<br />STOCKTON, CA ''� GAS € EIEC, - P G � E
<br />.. -.• . as --COMPACT TOP4"SU86RAOE
<br />TELEPHONE- PAC. $ELL
<br />` TO 95% /? C.
<br />Cloaa'B'Concrete PH0NE(2o9) 4102-2585
<br />_ a
<br />I
<br />/2" RCP Cl -Ill (COMPACTA. S. PRIOIC TO
<br />j
<br />SECTION A -A
<br />•;
<br />AA/0 GAS MA INS
<br />ii
<br />23.60 PLACEMENT OF RCP
<br />SECTION B-13/NV.
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<br />NOTE: A.C. $HALL CONFORM TO SECTION '
<br />SECT/ON
<br />1811 STORM
<br />"` °� "°"'" ao
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<br />APPROVED BY
<br />THE SAN JOAQUIN COUNTY
<br />APPROVED BY THE SAN JOAQUIN COUNTY
<br />AA 39 OF STANDARDSPEC/F/CAT/ONS
<br />DRAIN INLET
<br />4PPapE 0oia
<br />»a
<br />LOCAL HEALTH
<br />DEPARTMENT
<br />DIRECTOR OF PUBLIC WORKS
<br />GAL TRANS, JANUARY 1988 EDI TION
<br />Z
<br />�tC
<br />U
<br />U
<br />-
<br />AND 5H,444 L56 PZ"MAX. 1W, -,0141A4 GRADE,
<br />COUNTY OF SAN JOAQUIN
<br />DEPARTMENT
<br />HEkRY Y. (RATA e.�
<br />o
<br />By
<br />Date:By--
<br />1) Frome and Gate ahollconform /
<br />to Improvement Stondord No. C-7.
<br />2) Two !eel minim�m aelow finished
<br />groCe in new development.
<br />� (I I
<br />In es Rting etraete, mcr " test than
<br />2' with the approval of the Engineer. —�
<br />DEVELOPER -r B ;-` LIT/L/T/ES:
<br />L PLAN V EW
<br />j' STEVE RAMSEY S* 'WATER - CALIFORNIA WATER- 4&4-8311
<br />RIJ=7 . ' ARCHITECTS SEWER - CITY OF STOCKTON
<br />4 5- CENTRAL COURT STORM CEWE/Q - SAN LIOAQUIN COUNTY
<br />STOCKTON, CA ''� GAS € EIEC, - P G � E
<br />.. -.• . as --COMPACT TOP4"SU86RAOE
<br />TELEPHONE- PAC. $ELL
<br />` TO 95% /? C.
<br />Cloaa'B'Concrete PH0NE(2o9) 4102-2585
<br />_ a
<br />I
<br />/2" RCP Cl -Ill (COMPACTA. S. PRIOIC TO
<br />j
<br />SECTION A -A
<br />0 EXTEND WATER
<br />AA/0 GAS MA INS
<br />A. P. N. - 143 -16 - 3 5
<br />23.60 PLACEMENT OF RCP
<br />SECTION B-13/NV.
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<br />NOTE: A.C. $HALL CONFORM TO SECTION '
<br />SECT/ON
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<br />"` °� "°"'" ao
<br />~
<br />APPROVED BY
<br />THE SAN JOAQUIN COUNTY
<br />APPROVED BY THE SAN JOAQUIN COUNTY
<br />AA 39 OF STANDARDSPEC/F/CAT/ONS
<br />DRAIN INLET
<br />4PPapE 0oia
<br />»a
<br />LOCAL HEALTH
<br />DEPARTMENT
<br />DIRECTOR OF PUBLIC WORKS
<br />GAL TRANS, JANUARY 1988 EDI TION
<br />Z
<br />�tC
<br />U
<br />U
<br />-
<br />AND 5H,444 L56 PZ"MAX. 1W, -,0141A4 GRADE,
<br />COUNTY OF SAN JOAQUIN
<br />DEPARTMENT
<br />HEkRY Y. (RATA e.�
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<br />By
<br />Date:By--
<br />/�,,.,,e9. � Dater 91\0)189
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