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<br />APPROVED BY THE LATHROP COUNTY"
<br />WATER DISTRICT.
<br />BY: DATE«
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<br />APPROVED BY THE SAN JOAQUIN COUNTY
<br />DIRECTOR OF PUBLIC WORKS.
<br />HM DATE
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<br />SANITARY SEWER NOTES:
<br />1) ALL SANITARY SEWER CONSTRUCTION TO BE IN ACCORDANCE
<br />WITH THE LATHROP COUNTY WATER DISTRICT SPECIFICATIONS AND
<br />STANDARD DRAWINGS.
<br />2) THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS,
<br />BARRICADES, FLAGMEN OR OTHER DEVICES NECESSARY FOR PUBLIC
<br />SAFETY®
<br />3) THE CONTRACTOR SHALL PROVIDE SHORING, BRACING, SLOPING
<br />OR PROVISIONS TO PROTECT WORKMEN FOR ALL AREAS TO BE,
<br />EXCAVATEDTO A DEPTH OF FIVE FEET OR MORE® SAID PROTEC–
<br />TION TO BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF SAN
<br />JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS, AND STATE
<br />REGULATIONS.
<br />4) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY
<br />MARKING INSTALLED LOCATIONS OF SERVICE LATERALS, WITH
<br />STAMPED I'S" DIRECTLY OVER LATERAL AT BACK OF SIDEWALK.
<br />5) ALL SERVICE LATERALS SHALL BE EXTENDED PAST PROPERTY
<br />LINE !N/Tf/ :'N, 7–AGfc-0r F^'A162 64"IYO
<br />6) CONTRACTOR TO BE RESPONSIBLE FOR ALL TESTING OF SEWER
<br />FACILITIES INCLUDING CLOSED CIRCUIT T.V. OF ALL LINES AND
<br />AIR TEST. CONTRACTOR TO FURNISH DISTRICT WITH VIDEO TAPE.
<br />7) ADDITIONAL NOTES REGARDING INSTALLATION OF UNDERGROUND
<br />FACILITIES ARE SHOWN ON SHEET 1 OF THESE PLANS.
<br />8) 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 />VALVES AND LAMPHOLES.
<br />9) SANITARY SEWER PIPE BEDDING, HAUCHING, AND INITIAL
<br />BACKFILL SHALL CONFORM TO LATHROP COUNTY WATER DISTRICT
<br />STANDARD DRAWING NO® S-3.
<br />SANITARY S RMATERIALS:
<br />EXTRA STRENGTH VERIFIED CLAY PIPE
<br />PER A.S<T.M., C~700 WITH COMPRESSION JOINTS'
<br />CONFORMING TO A>S.T.M., 0-425.
<br />POLYVINYL CHLORIDE GRAVITY SEWER:
<br />MEETING A.S.T.M. D-3034 S.D.R. 35, WITH A CELL
<br />CLASSIFICATION OF - 12454-B OR 12454--C OR 13364-B
<br />AS DEFINED IN A.S®T®M. D-1784.
<br />DUCTILE IRON SEWER:
<br />DUCTILE IRON SEWER PIPE SHALL COMPLY WITH
<br />A®S®T.I. A-21.6 ( A.W.W®A. C-106 ) FOR PIPE
<br />CAST IN METAL MOLDS OR A.N.S.I. A®21.8
<br />( A,W,W®A. C-°108 ) FOR PIPE CAST IN SAND LINED
<br />MOLD, AND SHALL COMPLY WITH A.N.S®I® A-21.51
<br />.51
<br />( A.W„W®A® C-151 )
<br />WHEN DUCTILE IRON PIPE IS SPECIFIED, AN ALTERNATIVE
<br />OF CLASS 200 P.V.C. 0900 PIPE MAY BE USED.
<br />E: TRENCH BACKFILL SHALL CONFORM TO SAN JOAQUIN
<br />COUNTY STANDARD NO. A-7, AND THE LATHROP COUNTY
<br />WATER DISTRICT STANDARD NO® S--3.
<br />MANHOLES SHALL CONFORM TO LATHROP COUNTY WATER
<br />RECORD DRAWING DISTRICT STANDARD NO S-1<
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<br />—DEEP SEWER LINE
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