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1. CONTRACTOR SHALL BECOME FAMILIAR WITH PROJECT SURROUNDINGS, WORKING CONDITIONS,
<br />AND SITE LIMITATIONS AND WILL INCLUDE ALLOWANCES IN THEIR BID TO COVER ANY PROJECT
<br />CONSTRAINTS.
<br />2. CONTRACTOR SHALL BE RESPONSIBLE FOR ADHERING TO AND COMPLYING WITH LOCAL
<br />GOVERNING AGENCY PERMIT RESTRICTIONS, WHICH MAY AFFECT ALLOWABLE WORKING HOURS AND
<br />NOISE LEVELS.
<br />3. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AS REQUIRED BY APPLICABLE LOCAL GOVERNING
<br />AGENCY AND SHALL SUBMIT A TRAFFIC CONTROL PLAN PER CALTRANS STANDARDS TO
<br />GOVERNING AGENCY (AS REQUIRED) PRIOR TO CONSTRUCTION.
<br />4. CONTRACTOR SHALL APPLY CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) BEST
<br />MANAGEMENT PRACTICES TO PREVENT WATER AND SEDIMENT FROM ENTERING NAVIGABLE
<br />WATERWAYS. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING AND INSTALLING THE
<br />APPLICABLE AND APPROPRIATE BMPs IDENTIFIED IN THE CASQA - STORMWATER BEST
<br />MANAGEMENT PRACTICES HANDBOOK AVAILABLE ONLINE AT WWW.CABMPHANDBOOKS.COM. SOME
<br />OF THE REQUIRED PRACTICES MAY OR MAY NOT BE SHOWN ON THIS SITE PLAN.
<br />5. CONTRACTOR TO CONTACT "UNDERGROUND SERVICE ALERT" 48 HOURS PRIOR TO ANY
<br />EXCAVATION.
<br />6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXACT LOCATION AND
<br />DEPTH OF ALL EXISTING UTILITIES.
<br />7. TRENCH TO BE SHORED IN ACCORDANCE WITH CALIFORNIA OSHA REGULATIONS.
<br />8. PLACE A CONTINUOUS WIRE AND STRIP OF DETECTOR TAPE OVER ALL PIPES AND EXTEND UP
<br />INTO ALL VALVE BOXES. TRACER WIRE IS REQUIRED ON ALL PIPE. (SEE LATEST REVISION OF
<br />DRAWING CW -850).
<br />9. SEE LATEST REVISION OF DRAWING CW -435 FOR TYPICAL THRUST BLOCK INSTALLATION.
<br />10. FACILITIES SEPARATION:
<br />A) WATER MAIN SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM AND ONE FOOT
<br />VERTICALLY ABOVE ANY PARALLEL PIPELINE CONVEYING SEWAGE (UNTREATED, PRIMARY, OR
<br />SECONDARY), DISINFECTED SECONDARY RECYCLED WATER, OR HAZARDOUS FLUIDS.
<br />B) WATER MAIN SHALL BE INSTALLED AT LEAST 4 FEET HORIZONTALLY FROM AND ONE FOOT
<br />VERTICALLY ABOVE ANY PIPELINE CONVEYING TERTIARY RECYCLED WATER OR STORM
<br />DRAINAGE.
<br />C) AT CROSSINGS, WATER MAIN SHALL BE CONSTRUCTED NO LESS THAN 45 -DEGREES TO AND
<br />AT LEAST ONE FOOT VERTICALLY ABOVE ANY PIPELINES INDICATED IN A AND B ABOVE.
<br />D) NO CONNECTION JOINTS SHALL BE MADE IN THE WATER MAIN WITHIN EIGHT (8) HORIZONTAL
<br />FEET OF CROSSING ANY PIPELINES INDICATED IN A AND B ABOVE.
<br />E) WATER MAIN SHALL NOT BE INSTALLED WITHIN 100 HORIZONTAL FEET OF ANY SANITARY
<br />LANDFILL, WASTEWATER DISPOSAL POND, OR HAZARDOUS WASTE DISPOSAL SITE.
<br />F) WATER MAIN SHALL NOT BE INSTALLED WITHIN 25 HORIZONTAL FEET OF ANY CESSPOOL,
<br />SEPTIC TANK, SEWAGE LEACH FIELD, SEEPAGE PIT, UNDERGROUND HAZARDOUS MATERIAL
<br />STORAGE TANK, OR GROUNDWATER RECHARGE PROJECT SITE.
<br />11. WHEN ASSEMBLING A PVC C-900 PIPE TO AN IRON FITTING (PUSH -ON OR MECHANICAL JOINT),
<br />REMOVE ALL BUT 1/4 INCH OF THE FACTORY -MADE BEVEL FROM THE SPIGOT END OF THE
<br />PIPE PRIOR TO INSTALLATION.
<br />12. VALVE CANS AND COVERS SHALL BE PLACED OVER ALL VALVES. COVERS SHALL BE SET TO
<br />EXISTING FINISHED GRADE AND RESET IF NECESSARY ONCE THE STREET IS AT FINAL GRADE.
<br />(SEE LATEST REVISION OF DRAWINGS CW -14 AND CW -439).
<br />13. NO VALVE COVERS ARE TO LIE IN SIDEWALKS, CROSS GUTTER, CURB OR DRIVEWAYS. EACH
<br />SERVICE SHOULD ALSO BE LOCATED TO PROVIDE PROTECTION TO THE METER BOX FROM
<br />VEHICLE TRAFFIC AND PARKING.
<br />14. PROTECT UNDERGROUND FLEXIBLE COUPLINGS, BARE STEEL, MJ x MJ SLEEVES, AND ALL BOLTS
<br />(INCLUDING STAINLESS STEEL) AS FOLLOWS:
<br />A) THE ENTIRE AREA OF THE FITTING MUST BE DRY AND FREE OF DUST, DIRT, AND OTHER
<br />FOREIGN MATTER. RUST OR OTHER FOREIGN MATTER MUST BE REMOVED BY SCRAPING OR
<br />WIRE BRUSHING. WIPING WITH A DRY CLEAN CLOTH MAY BE NECESSARY TO REMOVE THE
<br />PARTICLES FROM BRUSH CLEANING. ANY OIL OR GREASE MUST BE REMOVED BY USING A
<br />LOW RESIDUE, VOLATILE PETROLEUM SOLVENT BEFORE APPLICATION OF GREASE AND
<br />WRAPPING.
<br />GENERAL NOTES:
<br />B) THE EXPOSED AREA SHOULD BE COATED WITH A HEAVY COATING OF METALGUARD 301
<br />GREASE BY THE GLOVE METHOD TO A THICKNESS OF AT LEAST 1/4".
<br />C) FIRMLY WRAP THE ENTIRE GREASE AREA WITH ONE LAYER, HALF -LAPPED, OF A WOVEN
<br />GLASS FILAMENT MESH (RES OR BIT WRAP, 4" WIDE).
<br />D) APPLY A SECOND LAYER OF METALGUARD 301 GREASE ON TOP OF THE GLASS FILAMENT BY
<br />THE GLOVE METHOD TO A THICKNESS OF AT LEAST 1/4".
<br />E) FIRMLY WRAP THE ENTIRE GREASE AREA WITH A SECOND LAYER, HALF -LAPPED, OF THE
<br />WOVEN GLASS FILAMENT MESH.
<br />F) COVER THE ENTIRE MESH WRAPPED AREA OF THE FITTING WITH A THIRD AND FINAL COATING
<br />AT LEAST 1/4" THICK OF METALGUARD 301 GREASE BY THE GLOVE METHOD.
<br />G) FIRMLY APPLY 2 LAYERS OF POLYWRAP, HALF -LAPPED, OVER ALL AREAS OF THE COATED
<br />AND WRAPPED FITTING. BACKFILLING MAY FOLLOW IMMEDIATELY AFTER THIS WRAPPING.
<br />15. TRENCH BACKFILL AND PAVING SHALL CONFORM TO TRENCH SECTION DETAILS AND ALL
<br />GOVERNING AGENCY REQUIREMENTS.
<br />16. NEW PIPELINE SHALL BE INSTALLED WITH 4 FEET OF COVER, EXCEPT WHERE SPECIFIED.
<br />17. CONTRACTOR SHALL LIMIT DAILY TRENCHING OPERATIONS TO THE LENGTH OF PIPE THAT CAN BE
<br />INSTALLED AND BACKFILLED THAT DAY.
<br />18. CONTRACTOR SHALL INSTALL NEW MAIN AND ADJUST FROM NOMINAL LINE AND GRADE TO MATCH
<br />THE EXISTING FACILITIES AT ALL LOCATIONS. THE CONTRACTOR SHALL INSTALL A TEMPORARY CAP
<br />AND BLOW -OFF AT TIE-IN LOCATIONS FOR TESTING, (SEE LATEST REVISION OF DRAWINGS
<br />CW -122 & CW -638). CONTRACTOR WILL TIE THE NEW MAIN FROM THIS LOCATION.
<br />19. THE NEW PIPELINE SHALL BE TESTED AT 150 PSI FOR A PERIOD OF 4 HOURS. SEE
<br />SPECIFICATIONS TO DETERMINE EXACT TESTING REQUIREMENTS.
<br />20. TIE-INS TO BE MADE AT A TIME THAT IS CONVENIENT TO OWNER WHICH MAY BE AT NIGHTS OR
<br />WEEKENDS. THE ADDITIONAL COST DUE TO OVERTIME PAY SHALL BE AT OWNER'S EXPENSE.
<br />21. CONTRACTOR SHALL PROVIDE MISC. MATERIAL REQUIRED TO COMPLETE THE TIE-IN SUCH AS,
<br />BUT NOT LIMITED TO:
<br />PROTECTION COATING MATERIAL FOR PIPE AND FITTINGS, LINEGUARD TAPE, CONCRETE FOR
<br />THRUST BLOCKS, EMBEDMENT BACKFILL AROUND AND OVER THE PIPE, FINAL BACKFILL TO MEET
<br />COMPACTION REQUIREMENTS, AND PAVEMENT REPLACEMENT.
<br />22. CONTRACTOR SHALL BE RESPONSIBLE TO ABANDON ALL PIPE ENDS BY PLUGGING WITH BRICK
<br />AND MORTAR. ABANDON ALL GATE VALVES BY REMOVING COVER, CUT CASING DOWN TO
<br />SUBGRADE, AND BACKFILL VALVE CASING WITH CONCRETE SLURRY TO REMOVE VOIDS. REPLACE
<br />BASE ROCK AND PERMANENT PAVEMENT AS NECESSARY. WHEN REMOVING EXISTING FITTINGS,
<br />CONTRACTOR SHALL ALSO REMOVE EXISTING CONCRETE THRUST BLOCK.
<br />23. CONTRACTOR SHALL RESTORE LAWN, GUTTER, PAVEMENT, BERM, AND CURB TO MATCH EXISTING
<br />PER GOVERNING AGENCY'S STANDARDS.
<br />24. SPOILS SHALL NOT REMAIN ON-SITE. DISPOSAL OF ALL PROJECT -GENERATED SPOILS SHALL BE
<br />AT A FACILITY LICENSED AND CLASSIFIED TO ACCEPT THE MATERIALS. CONTRACTOR TO PROVIDE
<br />OWNER WITH A FORMAL RECEIPT FROM THE ACCEPTING FACILITY. ALL MATERIALS THAT WILL
<br />REQUIRE TESTING PRIOR TO DISPOSAL SHALL BE SAMPLED AND TESTED IN ACCORDANCE WITH
<br />THE REQUIREMENTS OF THE DISPOSAL FACILITY IN ADVANCE OF THE NEED FOR DISPOSAL.
<br />25. THE LIST OF MATERIALS FOR THIS PROJECT IS FOR CWS CO. ESTIMATING AND REFERENCE
<br />PURPOSES ONLY, AND IS NOT INTENDED AS A FULL TAKE -OFF OF ALL MATERIALS REQUIRED TO
<br />COMPLETE THE PROJECT PER CWS CO. STANDARD SPECIFICATIONS.
<br />26. AT TIE-INS, CONTRACTOR SHALL SPRAY OR SWAB ALL FITTINGS WITH CHLORINE SOLUTION FOR
<br />DISINFECTION PRIOR TO FINAL CONNECTIONS.
<br />27. CONTRACTOR TO ENSURE AIR IN THE PIPELINE IS REMOVED USING EXISTING OUTLETS SUCH AS
<br />FIRE HYDRANTS AND BLOW OFFS. CONTRACTOR IS RESPONSIBLE FOR INSTALLING AIR RELEASES
<br />IF EXISTING OUTLETS ARE INSUFFICIENT.
<br />28. ALL WORK SHALL COMPLY WITH CAL WATER SPECIFICATIONS FOR MATERIALS, INSTALLATION,
<br />DISINFECTION AND DECHLORINATION PER LATEST REVISION OF DRAWING CW -863.
<br />29. ALL SLIP-ON WELDING FLANGES SHALL BE RAISED -FACE SLIP-ON WELDING FLANGES.
<br />30. ALIGNMENT OF NEW MAIN MAY INCLUDE CROSSING UNDER OVERHEAD UTILITY SERVICE
<br />CONNECTIONS AND LINES. CONTRACTOR IS RESPONSIBLE TO ENSURE ALL STATE AND FEDERAL
<br />OSHA SAFETY REGULATIONS ARE FOLLOWED WHEN PERFORMING WORK NEAR OVERHEAD UTILITY
<br />LINES.
<br />COUNTY OF SAN JOAQUIN NOTES:
<br />TRENCH CUT POLICY
<br />GENERAL REQUIREMENTS
<br />A. RESURFACING REQUIREMENTS SPECIFIED IN THIS POLICY ARE IN ADDITION TO THE TRENCH RESURFACING
<br />REQUIREMENTS SPECIFIED BY COUNTY STANDARD DRAWING NO. R-29.
<br />B. FOR THE PURPOSE OF THIS POLICY, "SURFACING AGE" IS DEFINED AS THE AGE OF THE MOST RECENTLY
<br />COMPLETED ROADWAY SURFACING, INCLUDING CONSTRUCTION, RECONSTRUCTION, OR MAJOR OVERLAY.
<br />C. WHERE THE APPLICATION OF SEAL COAT IS REQUIRED, A TYPE II SLURRY SEAL WILL BE USED IN ACCORDANCE
<br />WITH STATE STANDARD SPECIFICATIONS, SECTION 37-2.
<br />D. THE PERMITTEE MUST POST A ONE-YEAR MAINTENANCE BOND OR CASH DEPOSIT, IN AN AMOUNT SPECIFIED BY
<br />THE DEPARTMENT.
<br />E. ALL PAVEMENT MARKINGS DESTROYED OR OBLITERATED MUST BE REPLACED IN KIND BY THE PERMITTEE. TYPICAL
<br />PAVEMENT MARKINGS INCLUDE, BUT ARE NOT LIMITED TO, LANE LINES, RAISED PAVEMENT MARKERS, AND
<br />MISCELLANEOUS DELINEATORS.
<br />F. THE PERMITTEE IS RESPONSIBLE FOR SURVEY MONUMENTS DISTURBED BY TRENCHING AND IS REQUIRED TO FILE
<br />A CORNER RECORD AND TO REESTABLISH THEM USING A LICENSED LAND SURVEYOR AFTER THE TRENCH
<br />RESTORATION IS COMPLETED.
<br />G. FUNCTIONAL CLASSIFICATION AND PUBLIC WORKS PROJECT ADVERTISING SCHEDULES ARE REFERENCES FOR THIS
<br />POLICY.
<br />H. TO FACILITATE SCHEDULING AND PLANNING, PUBLIC WORKS STAFF WILL MAKE AVAILABLE THE MOST CURRENT
<br />PROJECT ADVERTISING SCHEDULE AT THE MONTHLY UTILITY COORDINATION MEETING AND MAKE IT AVAILABLE TO THE
<br />PUBLIC, AT THE PERMITS COUNTER, IN JANUARY EACH YEAR.
<br />COLLECTORS, ARTERIALS AND EXPRESSWAYS
<br />A. RESURFACING AGE LESS THAN THREE (3) YEARS: NO PAVEMENT CUTS. EXCEPTIONS MAY BE APPROVED WITH
<br />ACCORDANCE WITH SECTION 2-5.04 EXCEPTIONS.
<br />B. SURFACING AGE THREE (3) YEARS AND OVER:
<br />1. LONGITUDINAL TRENCH CUTTING IN PAVED SHOULDER AREAS:
<br />THE ENTIRE SHOULDER OF THE ROAD IS TO BE RESURFACED. THE EXISTING SURFACING ADJACENT TO
<br />THE TRENCHED AREA SHALL BE PLANED TO ACCOMMODATE THE OVERLAY IN A MANNER THAT DOES
<br />NOT CAUSE DRAINAGE CONCERNS. THE NEAREST PAVEMENT CUT SHALL BE A MINIMUM OF THREE (3)
<br />FEET FORM THE EDGE OF PAVEMENT OR THE REMAINING PAVEMENT SHALL ALSO BE REMOVED AND
<br />REPLACED. (SEE COUNTY STANDARDS DRAWING NO. R-37).
<br />2. LONGITUDINAL TRENCHES WITHIN TRAVELED LANES:
<br />THE ENTIRE TRAVELED LANE WHERE THE TRENCH IS LOCATED IS TO BE RESURFACED WITH ONE (1) INCH
<br />ASPHALT CONCRETE OVERLAY. THE EXISTING SURFACING ADJACENT TO THE TRENCHED AREA SHALL BE
<br />PLANED TO ACCOMMODATE THE OVERLAY IN A MANNER THAT DOES NOT CAUSE DRAINAGE CONCERNS.
<br />THE OVERLAY SHALL BE IN ACCORDANCE WITH STATE STANDARDS SPECIFICATIONS SECTION 39.
<br />AGGREGATE GRADATION SHALL BE CONSISTENT WITH THE EXISTING SURFACING MATERIAL. (SEE COUNTY
<br />NOTE:
<br />BEST LOCATION FOR WATER MAIN TO BE DETERMINED
<br />IN THE FIELD BY CONTRACTOR AND CAL WATER
<br />REPRESENTATIVE. TOPOGRAPHY & UTILITIES SHOWN
<br />ON PLAN VIEW ARE APPROX. FIELD VERIFY EXACT
<br />LOCATION OF ALL EXISTING UTILITIES PRIOR TO
<br />EXCAVATION. ADJUST MATERIALS AS REQUIRED FOR
<br />ACTUAL ALIGNMENT.
<br />NOTE:
<br />TIE-IN ALL EXISTING (LONG/ SHORT) SERVICE
<br />TO PROPOSED CWS PIPE AFTER INSTALLATION.
<br />THE CONTRACTOR IS RESPONSIBLE TO ABANDON ALL
<br />PIPE ENDS BY PLUGGING WITH BRICK AND MORTAR.
<br />ABANDON ALL GATE VALVES BY REMOVING COVER,
<br />CUT CASING DOWN TO SUBGRADE, AND BACKFILL
<br />VALVE CASING WITH CEMENT SLURRY TO FILL ALL
<br />VOIDS, AND REPLACE BASE ROCK & PERMANENT AC
<br />PAVEMENT PER LOCAL REGULATORY AGENCY
<br />REQUIREMENTS.
<br />POTHOLE AND VERIFY
<br />CONTRACTOR WILL BE RESPONSIBLE FOR THE
<br />VERIFICATION OF EXACT DEPTHS AND LOCATION OF
<br />ALL EXISTING UTILITIES AND PROPOSED FACILITIES IN
<br />THE FIELD PRIOR TO COMMENCING WORK. LOCATIONS
<br />SHOWN ON THE PLANS AREA APPROXIMATE AND FOR
<br />GENERAL INFORMATION ONLY.
<br />31. = INDICATES FIRE HYDRANT (STOCKTON)
<br />LIMITS OF CWS OWNERSHIP FOR EACH HYDRANT:
<br />1 - 6 INCH OUTLET TEE OR ELL PDXFLG, DI
<br />1 - 6 INCH GATE VALVE FLGxMJ
<br />1 - VALVE CASING & COVER ASSEMBLY
<br />+/- 10 FEET OF 6 INCH DUCTILE IRON PIPE
<br />1 - 6x42 INCH FIRE HYDRANT BURY FLGxMJ
<br />1 - 6x12 INCH FIRE HYDRANT EXTENSION
<br />1 - SET 3/4" x 3-1/2" #304 SS BOLTS & NUTS,
<br />AND GASKETS FOR HYDRANT
<br />1 - SET 3/4" x 3-1/2" #304 SS BOLTS & NUTS,
<br />AND GASKETS FOR HYDRANT BREAK -OFF
<br />2 - SETS 3/4" x 3-1/2" #304 SS BOLTS & NUTS,
<br />AND GASKETS FOR GATE VALVE
<br />POLYWRAP TUBING, PVC TAPE, LINE GUARD AND MISC.
<br />COATING MATERIAL.
<br />FIRE HYDRANT:
<br />CAL WATER'S PORTION OF THE FIRE HYDRANT INSTALLATION
<br />SHALL BE LIMITED TO THE PDXFLG TEE & FLGXMJ GATE VALVE.
<br />THE TEE, GATE VALVE, GASKET & BOLTS SHALL BE PROVIDED BY
<br />OTHERS. THE REMAINDER OF THE FIRE HYDRANT MATERIALS
<br />SHALL BE INSTALLED BY OTHERS WITH THE CITY OF STOCKTON
<br />APPROVAL. THE CITY OF STOCKTON OWNS THE FIRE HYDRANT
<br />ASSEMBLY. (HYDRANT ASSEMBLY SHALL BE APPROVED BY THE
<br />CITY OF STOCKTON)
<br />(THE FIRE CHIEF WILL MAKE THE FINAL CHOICE OF FIRE
<br />HYDRANT HEAD WITH CAL WATER APPROVAL.)
<br />A BREAK -OFF CHECK VALVE MAY BE REQUIRED IF SPECIFIED BY
<br />DISTRICT PERSONNEL. USE CLOW MODEL LB400 OR APPROVED
<br />EQUAL.
<br />STANDARDS DRAWING NO. R-37).
<br />3. CROSS -CUTTING:
<br />CROSS -CUTTING IS ALLOWED AT A MINIMUM INTERVAL OF 150 FEET. AT EACH CROSS -CUT LOCATION, A
<br />MINIMUM OF TEN (10) FEET ON EACH SIDE OF TRENCH SHALL BE PLANED AND RESURFACED WITH ONE
<br />(1) INCH ASPHALT CONCRETE. IF CROSS -CUTS ARE WITHIN THE 150 FT MINIMUM INTERVAL, THE ENTIRE
<br />SECTION BETWEEN THE FIRST AND LAST CROSS -CUT SHALL BE PLANED AND RESURFACED WITH ONE (1)
<br />INCH ASPHALT CONCRETE. (SEE COUNTY STANDARDS DRAWING NO. R-36).
<br />4. THE CONDITIONS DESCRIBED IN PARAGRAPHS 1, 2 & 3 ABOVE WILL NOT APPLY IF RESURFACING IS
<br />SCHEDULED WITHIN TWO YEARS.
<br />LOCAL ROADS
<br />A. SURFACING AGE UNDER THREE (3) YEARS: NO PAVEMENT CUTS ALLOWED. EXCEPTIONS MAY BE APPROVED IN
<br />ACCORDANCE WITH SECTION 2-5.04 EXCEPTIONS.
<br />B. SURFACING AGE THREE (3) TO FIVE (5) YEARS:
<br />1. LONGITUDINAL CUTS ARE PERMITTED. A SEAL COAT IS REQUIRED FOR THAT HALF OF THE ROADWAY
<br />CONTAINING THE TRENCH. (SEE COUNTY STANDARDS DRAWING NO. R-37).
<br />2. CROSS -CUTTING IS ALLOWED UNDER THE SAME CONDITIONS AS SECTION 2-5.02(B)(3). IF CROSS -CUTS
<br />OCCUR WITHIN THE 150 FEET INTERVAL, RESURFACING MAY BE SUBSTITUTED WITLURRY SEAL
<br />FOR THAT HALF OF THE ROAD WAY. (SEE COUNTY STANDARDS DRAWING NO. R-36).
<br />EXCEPTIONS
<br />EXCAVATION IS PROHIBITED IN NEWLY RENOVATED COUNTY ROADWAYS FOR THREE (3) YEARS AFTER A NOTICE OF
<br />COMPLETION HAS BEEN FILED FOR A ROADWAY IMPROVEMENT PROJECT, OR A NEW ROADWAY HAS BEEN ACCEPTED. THE
<br />DIRECTOR OF PUBLIC WORKS MAY APPROVE EXCEPTIONS THAT ARE IN THE BEST INTEREST OF THE PUBLIC, INCLUDING
<br />BUT NOT LIMITED TO:
<br />A. AN EMERGENCY THAT ENDANGERS LIFE OR PROPERTY.
<br />B. FOR REPAIR OR MODIFICATION TO PREVENT INTERRUPTION OF ESSENTIAL UTILITY SERVICE.
<br />C. FOR RELOCATION WORK THAT IS MANDATED BY COUNTY, STATE OR FEDERAL LAW.
<br />D. FOR SERVICE FOR BUILDING WHERE NO REASONABLE MEANS OF PROVIDING SERVICE EXISTS.
<br />E. FOR POTHOLING TO VERIFY UTILITY DEPTH OR LOCATIONS.
<br />F. FOR TRENCHLESS EXCAVATIONS GREATER THAN THREE FEET IN DEPTH OF COVER OVER THE UTILITY FACILITY, AND
<br />NOT REQUIRING A SIGNIFICANT SURFACE INCISION GREATER THAN INDUSTRY BORE PIT STANDARDS.
<br />EXCEPTIONS MUST BE REQUESTED AND SUBMITTED IN WRITING TO THE DEPARTMENT. PAVEMENT OF A NON REFUNDABLE
<br />PROCESSING FEE IS ALSO REQUIRED. EXCEPTIONS WILL BE REVIEWED USING THE DEPARTMENTS ACTION APPROVAL
<br />PROCESS, WHICH REQUIRED THE RECOMMENDATION OF A DEPUTY DIRECTOR.
<br />ABANDON IN PLACE
<br />WITHIN THIRTY (30) DAYS AFTER SERVICE OF A 45 DAY NOTICE FROM SAN JOAQUIN COUNTY PUBLIC WORKS TO
<br />RELOCATE, CHANGE GRADE, CONSTRUCT, USE, MAINTAIN, CHARGE OR MODIFY ANY STREET IMPROVEMENTS OR
<br />COUNTY -OWNED UTILITY FACILITIES, CALIFORNIA WATER SERVICE SHALL AT ITS SOLE COST AND EXPENSE, BEGIN THE
<br />NECESSARY WORK TO REMOVE THEIR ABANDONED FACILITIES IN CONFLICT.
<br />PIPELINE CROSSING INFORMATION
<br />AT WATER MAIN CROSSINGS IN CONFLICT WITH OTHER FACILITIES:
<br />WHEN THE WATER MAIN IS IN CONFLICT WITH EX. FACILITIES OR PROPOSED FACILITIES THAT REQUIRE MORE
<br />THAN A 2 FOOT ADJUSTMENT FROM THE NOMINAL 4 FEET OF COVER, A FABRICATED STEEL CEMENT MORTAR
<br />LINED AND CEMENT COATED OFFSET SHALL BE INSTALLED AT THE CROSSING PER CWS CO. STANDARDS.
<br />*DESIGNATES CL&C OFFSET REQUIRED
<br />PER CWS REPRESENTATIVE DIRECTION, FOR UNANTICIPATED CONFLICTS FOUND DURING CONSTRUCTION THAT
<br />REQUIRE ADJUSTMENT OF NEW MAIN FROM THE NOMINAL 4 FEET OF COVER, A FIELD BUILT VERTICAL OFFSET
<br />MAY BE CONSTRUCTED. SEE REVERSE KICKER DETAIL IF FIELD CONSTRUCTING VERTICAL OFFSETS AROUND
<br />CROSSINGS. �\
<br />INDICATES A SANITARY SEWER (SS) OR STORM DRAIN (SD) CROSSING.
<br />PIPELINE CROSSINGS �SHALL BE INSTALLED OVER SS AND SO CROSSINGS PER GENERAL NOTE 10. PIPELINE
<br />SHALL HAVE MINIMUM 2.5' COVER AND MINIMUM V VERTICAL SEPARATION BETWEEN NEW PIPELINE AND SS
<br />OR SO CROSSINGS. THE ANGLE OF CROSSING SHALL BE FROM 45' TO 90'. ANY CROSSINGS NOT ABLE TO
<br />BE INSTALLED PER CCR TITLE 22 "WATER MAIN SEPARATION" REQUIREMENTS SHALL BE INSTALLED PER STATE
<br />APPROVED VARIANCE REQUEST.
<br />LEGEND:
<br />GAS
<br />of
<br />---- t -
<br />ss
<br />So
<br />ABANDON
<br />CENTER LINE
<br />EASEMENT
<br />EXISTING WATER
<br />GAS
<br />INTERIOR LOT LINES
<br />OIL
<br />PROPERTY LINE
<br />PROPOSED WATER
<br />RIGHT-OF-WAY (R/W)
<br />SANITARY SEWER
<br />STORM DRAIN
<br />STRUCTURE
<br />ASPHALT
<br />CONCRETE PAVEMENT
<br />DIRT/EARTH
<br />LANDSCAPE
<br />b
<br />BLOWOFF (PROPOSED)
<br />QTY
<br />BLOWOFF (EXISTING)
<br />0
<br />BUTTERFLY VALVE
<br />E
<br />CAP & PLUG
<br />[[0
<br />CATCH BASIN
<br />0
<br />CHECK VALVE
<br />�y
<br />ELBOW, 45'
<br />7
<br />ELBOW, 90'
<br />Oo
<br />FIRE HYDRANT (PROPOSED)
<br />O
<br />FIRE HYDRANT (EXISTING)
<br />tx
<br />FLEX CPLG. (OR AS NOTED)
<br />o
<br />GATE VALVE (PROPOSED)
<br />•
<br />GATE VALVE (EXISTING)
<br />D
<br />REDUCER (PROPOSED)
<br />►
<br />REDUCER (EXISTING)
<br />®
<br />SEWER MANHOLE
<br />so
<br />STORM DRAIN MANHOLE
<br />�+
<br />TEE
<br />wM0
<br />WATER METER
<br />BILL OF MATERIALS
<br />NEW MAIN CONNECTIONS
<br />QTY
<br />DESCRIPTION
<br />±2580'
<br />6" DUCTILE IRON PIPE
<br />±2840'
<br />TRACER WIRE #12 AWG SOLID COPPER w/ 45 MILS HMWPE
<br />INSULATION
<br />±2840'
<br />LINE GUARD TAPE - 110% (1.1 x FOOTAGE)
<br />±3870'
<br />POLYWRAP TUBING (F/ 6" D.I.) - 150% (1.5 x FOOTAGE)
<br />6
<br />6" ELL 22.5' PO
<br />2
<br />6" ELL 45' PO
<br />2
<br />6" TEE PO
<br />9
<br />6" GATE VALVE PO
<br />9
<br />6" VALVE CASING AND COVER ASSEMBLY
<br />1
<br />TIE-IN PER DETAIL A
<br />1
<br />TIE-IN PER DETAIL C
<br />1
<br />TIE-IN PER DETAIL G
<br />1
<br />TIE-IN PER DETAIL H
<br />±330'
<br />8" DUCTILE IRON PIPE
<br />±365'
<br />TRACER WIRE #12 AWG SOLID COPPER w/ 45 MILS HMWPE
<br />INSULATION
<br />±365'
<br />LINE GUARD TAPE - 110% (1.1 x FOOTAGE)
<br />±495'
<br />POLYWRAP TUBING (F/ 8" D.I.) - 150% (1.5 x FOOTAGE)
<br />2
<br />8" x 6" REDUCER PO
<br />3
<br />8" GATE VALVE PO
<br />3
<br />8" VALVE CASING AND COVER ASSEMBLY
<br />1
<br />TIE-IN PER DETAIL D
<br />1
<br />TIE-IN PER DETAIL E
<br />±36'
<br />12" DUCTILE IRON PIPE
<br />±40'
<br />TRACER WIRE #12 AWG SOLID COPPER w/ 45 MILS HMWPE
<br />INSULATION
<br />±40'
<br />LINE GUARD TAPE - 110% (1.1 x FOOTAGE)
<br />±55'
<br />POLYWRAP TUBING (F/ 12" D.I.) - 150% (1.5 x FOOTAGE)
<br />1
<br />PER DETAIL B
<br />1
<br />TIE-IN PER DETAIL F
<br />AS
<br />REQUIRED
<br />METAL GUARD #301 - 1 GAL. PER 2 FITTINGS OF BARE STEEL
<br />(FLEX. CPLG, FLGS...)
<br />AS
<br />REQUIRED
<br />RES -BIT WRAP (100' ROLLS) - 1 RL. F/EVERY GAL. OF METAL
<br />GUARD #301
<br />AS
<br />REQUIRED
<br /># / 80 SACKS CONCRETE THRUST BLOCKS
<br />ABBREVIATIONS:
<br />ABAND.
<br />= ABANDONED
<br />APN
<br />= ASSESSORS PARCEL NUMBER
<br />AB
<br />= AGGREGATE BASE
<br />AC
<br />= ASBESTOS CEMENT PIPE
<br />CB
<br />= CATCH BASIN
<br />CI
<br />= CAST IRON
<br />CL&C
<br />= CEMENT LINED & COATED
<br />CONC.
<br />= CONCRETE
<br />CPLG
<br />= COUPLING
<br />CU. YD.
<br />= CUBIC YARD(S)
<br />CWS
<br />= CALIFORNIA WATER SERVICE
<br />DEG
<br />= DEGREES
<br />DI
<br />= DUCTILE IRON
<br />EL.
<br />= ELEVATION
<br />ELEC
<br />= ELECTRICAL
<br />ELL
<br />= ELBOW JOINT
<br />EOP
<br />= EDGE OF PAVEMENT
<br />EP
<br />= ELECTRICAL PANEL
<br />EX./(E)
<br />= EXISTING
<br />FBE
<br />= FLANGE BOTH ENDS
<br />FH
<br />= FIRE HYDRANT
<br />RIP
<br />= FEMALE IRON PIPE
<br />FL
<br />= FLOW LINE
<br />FOE
<br />= FLANGE ON END
<br />FPT
<br />= FEMALE PIPE THREAD
<br />FS
<br />= FINISH SURFACE
<br />GB
<br />= GROUND BOX
<br />GPM
<br />= GALLONS PER MINUTE
<br />HORIZ.
<br />= HORIZONTAL
<br />HP
<br />= HORSEPOWER
<br />IBC
<br />= INTERNATIONAL BUILDING CODE
<br />INV
<br />= PIPE INVERT
<br />L
<br />= LENGTH
<br />MH
<br />= MANHOLE
<br />MIP
<br />= MALE IRON PIPE
<br />MJ
<br />= MECHANICAL JOINT
<br />MPT
<br />= MALE PIPE THREAD
<br />(N) = NEW/PROPOSED
<br />ENGINEERING
<br />NEC
<br />= NATIONAL ELECTRIC CODE
<br />DESCRIPTION
<br />NPT
<br />= NATIONAL PIPE THREAD
<br />CHECKED BY:
<br />N.T.S.
<br />= NOT TO SCALE
<br />10/4/22
<br />OHE
<br />= OVERHEAD ELECTRICAL
<br />OIL
<br />= OIL LINES
<br />E-4
<br />PBC
<br />= PORTABLE BOOSTER CONNECTION
<br />V
<br />PBE
<br />= PLAIN BOTH ENDS
<br />'
<br />PO
<br />= PUSH -ON
<br />'
<br />POE
<br />= PLAIN ON END
<br />W
<br />PRV
<br />= PRESSURE REDUCING VALVE/
<br />L)
<br />w
<br />PRESSURE RELIEF VALVE
<br />DEPARTMENT
<br />PVC
<br />= POLYVINYL CHLORIDE
<br />/a^
<br />RE
<br />= REDUCER
<br />RCP
<br />= REINFORCED CONCRETE PIPE
<br />REVISIONS:
<br />ROW
<br />= RIGHT OF WAY
<br />�w
<br />SD
<br />= STORM DRAIN
<br />SDMH
<br />= STORM DRAIN MANHOLE
<br />SOW
<br />= SLIP ON WELD FLANGE
<br />SS
<br />= SANITARY SEWER
<br />SSMH
<br />= SANITARY SEWER MANHOLE
<br />STD BLK
<br />= STANDARD STEEL PIPE
<br />STL
<br />= STEEL
<br />S.U.M.
<br />= SUBSURFACE UTILITY MAPPING
<br />SQ. FT.
<br />= SQUARE FEET
<br />TDH
<br />= TOTAL DYNAMIC HEAD
<br />DATE: �T'•
<br />TOC
<br />= TOP OF CURB
<br />MAP MON❑
<br />MAP
<br />TON
<br />= TOP OF NUT
<br />TYP
<br />= TYPICAL
<br />PUT
<br />MET ❑
<br />UMC
<br />= UNIFORM MECHANICAL CODE
<br />UPC
<br />= UNIFORM PLUMBING CODE
<br />scSn�renc ❑
<br />VBE
<br />= VICTAULIC BOTH ENDS
<br />VCP
<br />= VITRIFIED CLAY PIPE
<br />STATION ❑
<br />SCNSNAnc
<br />VOE
<br />= VICTAULIC ON END
<br />W
<br />= WIDTH
<br />WV
<br />= WATER VALVE
<br />PLAT SHEET NO.:
<br />VERT.
<br />= VERTICAL
<br />VOL
<br />= VOLUME
<br />STK 32-33
<br />ZN
<br />= ZONE
<br />SCALE:
<br />FIRE HYDRANTS
<br />QTY
<br />DESCRIPTION
<br />4
<br />6" FIRE HYDRANT
<br />SERVICE CONNECTIONS
<br />QTY
<br />DESCRIPTION
<br />±51
<br />1" SERVICES
<br />Know what's below.
<br />Call before you dig.
<br />N/A
<br />DRAWN BY:
<br />E. JACOBSEN
<br />DESIGNED BY:
<br />L. VILLANUEVA
<br />TECH REVIEW:
<br />DATE:
<br />10/4/22
<br />CHECKED BY:
<br />DATE:
<br />aqlj�
<br />10/4/22
<br />APPROVED BY: DATE
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<br />EXP. 06-30-23
<br />OF CN
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<br />DISTRICT: F
<br />DISTRICT:
<br />STOCKTON
<br />DATE:
<br />10/04/2022
<br />PROJECT ID.:
<br />00127376
<br />DRAWING NO.:
<br />STK-9223 R1
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<br />DISTRICT: F
<br />DISTRICT:
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<br />DATE:
<br />10/04/2022
<br />PROJECT ID.:
<br />00127376
<br />DRAWING NO.:
<br />STK-9223 R1
<br />SHT 2 OF 8
<br />
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