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<br />APPROVED BY THE SAN JOAQUIN COUNTY.
<br />DIRECTOR OF PUBLIC WORKS,
<br />BY DATE
<br />I
<br />im
<br />I�PIP78
<br />{
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<br />81 I ao
<br />1) ALL STORM DRAIN CONSTRUCTION TO BE IN ACCORDANCE WITH
<br />THE SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS SPECIF-
<br />ICATIONS AND IMPROVEMENT STANDARDS®
<br />2) ALL CATCH BASINS TO BE PER STANDARD PLATE NO. c-3 AND
<br />3) THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS,
<br />BARRICADES, FLAGMEN OR OTHER DEVICES NECESSARY FOR PUBLIC
<br />SAFETY®
<br />4) THE CONTRACTOR SHALL PROVIDE SHORING, BRACING, SLOPING
<br />OR PROVISIONS TO PROTECT WORKMEN FORL AREAS T
<br />FORALL AR A 0 BE
<br />EXCAVATED TO A DEPTH OF FIVE FEET OR MORE. PROTEC-
<br />TION
<br />ID EC-
<br />A T
<br />TION TO BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF SAN
<br />JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS, AND STATE
<br />REGULATIONS.
<br />5) ADDITIONAL NOTES REGARDING INSTALLATION OF UNDERGROUND
<br />FACILITIES ARE SHOWN ON SHEET 1 OF THESE PLANS.
<br />6) ALL VALVES, MANHOLE RIMS AND LAMPHOLES TO BE ADJUSTED
<br />TO FINISH GRADE AFTER STREET PAVING. COST FOR RAISING
<br />FACILITIES TO BE INCLUDED IN UNIT PRICES FOR MANHOLES,
<br />COIC17 o
<br />Rp 8 o O`�F^A
<br />STORM DRAIN MATERIALS:
<br />POLYVINYL CHLORIDE PIFE
<br />Gig
<br />PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF
<br />A.S.'T'.M. SPECIFICATIONS D-3034 FOR 12" TO 15" S.D.R.
<br />AND F-679 FOR 18" TO 24". FITTINGS SHALL BE OF THE
<br />SAME COMPOSITION AS THE PIPE WITH RUBBER COMPRESSION
<br />JOINTS.
<br />REINFORCED CONCRETE PIPE
<br />REINFORCED CONCRETE PIPE SHALL BE CLASS 3 WITH RUBBER
<br />GASKETED JOINTS AND SHALL CONFORM TO THE REQUIREMENTS
<br />OF SECTION 65, REINFORCED CONCRETE PIPE, OF THE STATE OF
<br />CALIFORNIA STANDARD SPECIFICATIONS.
<br />CAST IN PLACE CONCRETE PIPE
<br />CAST IN PLACE CONCRETE PIPE MATERIAL AND INSTALLATION
<br />SHALL CONFORM TO SCTION 63, CAST IN PLACE CONCRETE PIPE,
<br />OF THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS.
<br />NOTE: TRENCH BACKFILL SHALL CONFORM TO SAN JOAQUIN
<br />COUNTY STANDARD NO. A-5.
<br />MANHOLES SHALL CONFORM TO SAN JOAQUIN COUNTY
<br />STANDARD NO. C-1, C-2, AND C-°5.
<br />STORM DRAIN INLETS SHALL CONFORM TO SAN JOAQUIN
<br />COUNTY STANDARD NO. C-3 AND C-6
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<br />14
<br />/9 47 48 67
<br />r
<br />66
<br />20 46
<br />49
<br />e/ 45 65
<br />5016
<br />/64
<br />17
<br />2
<br />4,5 52 613
<br />(SEE=TEMPORARYGGLOCATIONES
<br />AND DETAIL, SH. 12)l
<br />18
<br />42
<br />120
<br />53�
<br />J.
<br />•
<br />LIZ
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<br />9
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<br />i
<br />mob,
<br />�{
<br />3 _
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<br />ew92 / 90 89 88 87 86 85 84 83 82
<br />r
<br />_ --- ___........ _........ ......
<br />APPROVED BY THE SAN JOAQUIN COUNTY.
<br />DIRECTOR OF PUBLIC WORKS,
<br />BY DATE
<br />I
<br />im
<br />I�PIP78
<br />{
<br />r�
<br />81 I ao
<br />1) ALL STORM DRAIN CONSTRUCTION TO BE IN ACCORDANCE WITH
<br />THE SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS SPECIF-
<br />ICATIONS AND IMPROVEMENT STANDARDS®
<br />2) ALL CATCH BASINS TO BE PER STANDARD PLATE NO. c-3 AND
<br />3) THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS,
<br />BARRICADES, FLAGMEN OR OTHER DEVICES NECESSARY FOR PUBLIC
<br />SAFETY®
<br />4) THE CONTRACTOR SHALL PROVIDE SHORING, BRACING, SLOPING
<br />OR PROVISIONS TO PROTECT WORKMEN FORL AREAS T
<br />FORALL AR A 0 BE
<br />EXCAVATED TO A DEPTH OF FIVE FEET OR MORE. PROTEC-
<br />TION
<br />ID EC-
<br />A T
<br />TION TO BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF SAN
<br />JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS, AND STATE
<br />REGULATIONS.
<br />5) ADDITIONAL NOTES REGARDING INSTALLATION OF UNDERGROUND
<br />FACILITIES ARE SHOWN ON SHEET 1 OF THESE PLANS.
<br />6) ALL VALVES, MANHOLE RIMS AND LAMPHOLES TO BE ADJUSTED
<br />TO FINISH GRADE AFTER STREET PAVING. COST FOR RAISING
<br />FACILITIES TO BE INCLUDED IN UNIT PRICES FOR MANHOLES,
<br />COIC17 o
<br />Rp 8 o O`�F^A
<br />STORM DRAIN MATERIALS:
<br />POLYVINYL CHLORIDE PIFE
<br />Gig
<br />PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF
<br />A.S.'T'.M. SPECIFICATIONS D-3034 FOR 12" TO 15" S.D.R.
<br />AND F-679 FOR 18" TO 24". FITTINGS SHALL BE OF THE
<br />SAME COMPOSITION AS THE PIPE WITH RUBBER COMPRESSION
<br />JOINTS.
<br />REINFORCED CONCRETE PIPE
<br />REINFORCED CONCRETE PIPE SHALL BE CLASS 3 WITH RUBBER
<br />GASKETED JOINTS AND SHALL CONFORM TO THE REQUIREMENTS
<br />OF SECTION 65, REINFORCED CONCRETE PIPE, OF THE STATE OF
<br />CALIFORNIA STANDARD SPECIFICATIONS.
<br />CAST IN PLACE CONCRETE PIPE
<br />CAST IN PLACE CONCRETE PIPE MATERIAL AND INSTALLATION
<br />SHALL CONFORM TO SCTION 63, CAST IN PLACE CONCRETE PIPE,
<br />OF THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS.
<br />NOTE: TRENCH BACKFILL SHALL CONFORM TO SAN JOAQUIN
<br />COUNTY STANDARD NO. A-5.
<br />MANHOLES SHALL CONFORM TO SAN JOAQUIN COUNTY
<br />STANDARD NO. C-1, C-2, AND C-°5.
<br />STORM DRAIN INLETS SHALL CONFORM TO SAN JOAQUIN
<br />COUNTY STANDARD NO. C-3 AND C-6
<br />{
<br />Fi.,VI`
<br />r41i t�) il,`{i thl}(r k , 5 i' � rj,> rrrt •� ter, Ar. r,,
<br />t t?
<br />� f
<br />t t i
<br />i t 5iE s NNW,
<br />� G
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<br />(209)521")6966
<br />APPECi
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<br />SCALS: 50' DR, 13Y
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<br />JOB 140� CK, BY
<br />DISK DATE
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