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<br />GENERAL NOTES
<br />1. CONTRACTOR SHALL BECOME FAMILIAR WITH
<br />PROJECT SURROUNDINGS, WORKING CONDITIONS,
<br />AND SITE LIMITATIONS AND WILL INCLUDE
<br />ALLOWANCES IN THEIR BID TO COVER ANY
<br />PROJECT CONSTRAINTS.
<br />2. CONTRACTOR SHALL BE RESPONSIBLE FOR
<br />ADHERING TO AND COMPLYING WITH LOCAL
<br />GOVERNING AGENCY PERMIT RESTRICTIONS, WHICH
<br />MAY AFFECT ALLOWABLE WORKING HOURS AND
<br />NOISE LEVELS.
<br />3. CONTRACTOR SHALL ADHERE TO APPROVED
<br />TRAFFIC CONTROL AS REQUIRED BY APPLICABLE
<br />LOCAL GOVERNING AGENCY. CONTRACTOR SHALL
<br />SUBMIT A TRAFFIC CONTROL PLAN PER
<br />CALTRANS MUTCD STANDARDS TO OWNER PRIOR
<br />TO CONSTRUCTION, IF REQUIRED.
<br />WORK REQUIRING TRAFFIC CONTROL SHALL BE
<br />CONDUCTED BETWEEN THE HOURS OF 8:00 A.M.
<br />AND 5:00 P.M. MONDAY THRU FRIDAY, OR AS
<br />OTHERWISE AUTHORIZED BY LOCAL GOVERNING
<br />AGENCY.
<br />19. THE NEW PIPELINE SHALL BE TESTED AT 150 PSI
<br />FOR A PERIOD OF 4 HOURS. SEE SPECIFICATIONS
<br />TO DETERMINE EXACT TESTING REQUIREMENTS.
<br />20. TIE-INS TO BE MADE AT A TIME THAT IS
<br />CONVENIENT TO OWNER AND APPROVED BY THE
<br />CITY WHICH MAY BE AT NIGHTS OR WEEKENDS.
<br />THE ADDITIONAL COST DUE TO OVERTIME PAY
<br />SHALL BE AT OWNER'S EXPENSE.
<br />21. CONTRACTOR SHALL PROVIDE MISC. MATERIAL
<br />REQUIRED TO COMPLETE THE TIE-IN SUCH AS,
<br />BUT NOT LIMITED TO: PROTECTION COATING
<br />MATERIAL FOR PIPE AND FITTINGS, LINEGUARD
<br />TAPE, CONCRETE FOR THRUST BLOCKS,
<br />EMBEDMENT BACKFILL AROUND AND OVER THE
<br />PIPE, FINAL BACKFILL TO MEET COMPACTION
<br />REQUIREMENTS, AND PAVEMENT REPLACEMENT.
<br />22. CONTRACTOR SHALL BE RESPONSIBLE TO
<br />ABANDON ALL PIPE ENDS BY PLUGGING WITH
<br />BRICK AND MORTAR. ABANDON ALL GATE VALVES
<br />BY REMOVING COVER, CUT CASING DOWN TO
<br />4.
<br />CONTRACTOR SHALL APPLY CALIFORNIA
<br />AC
<br />SUBGRADE, AND BACKFILL VALVE CASING WITH
<br />APPROX
<br />STORMWATER QUALITY ASSOCIATION (CASQA)
<br />BC
<br />CONCRETE SLURRY TO REMOVE VOIDS. REPLACE
<br />BLDG
<br />BEST MANAGEMENT PRACTICES TO PREVENT
<br />BOW
<br />BASE ROCK AND PERMANENT PAVEMENT PER
<br />DI
<br />WATER AND SEDIMENT FROM ENTERING
<br />CL,
<br />CITY STANDARDS. WHEN REMOVING EXISTING
<br />CLF
<br />NAVIGABLE WATERWAYS. THE CONTRACTOR IS
<br />CL&C
<br />FITTINGS, CONTRACTOR SHALL ALSO REMOVE
<br />RESPONSIBLE FOR IDENTIFYING AND INSTALLING
<br />CI
<br />EXISTING CONCRETE THRUST BLOCK.
<br />COMM
<br />THE APPLICABLE AND APPROPRIATE BMPS
<br />CWS
<br />CALIFORNIA WATER SERVICE
<br />E
<br />IDENTIFIED IN THE CASQA - STORMWATER BEST
<br />23.
<br />CONTRACTOR SHALL RESTORE LAWN, GUTTER,
<br />EL OR ELEV
<br />MANAGEMENT PRACTICES HANDBOOK AVAILABLE
<br />ELL
<br />PAVEMENT, BERM, AND CURB TO MATCH EXISTING
<br />EOP
<br />ONLINE AT WWW.CABMPHANDBOOKS.COM. SOME
<br />EX
<br />PER CITY STANDARDS.
<br />FG
<br />OF THE REQUIRED PRACTICES MAY OR MAY NOT
<br />FH
<br />FIRE HYDRANT
<br />FOC
<br />BE SHOWN ON THIS SITE PLAN.
<br />24.
<br />SPOILS SHALL NOT REMAIN ON-SITE. DISPOSAL
<br />G
<br />GAS
<br />GB
<br />OF ALL PROJECT -GENERATED SPOILS SHALL BE
<br />5.
<br />CONTRACTOR TO CONTACT "UNDERGROUND
<br />H, HORIZ
<br />AT A FACILITY LICENSED AND CLASSIFIED TO
<br />HDPE
<br />SERVICE ALERT" 48 HOURS PRIOR TO ANY
<br />HP
<br />ACCEPT THE MATERIALS. CONTRACTOR TO
<br />INV
<br />EXCAVATION.
<br />LAT
<br />PROVIDE OWNER WITH A FORMAL RECEIPT
<br />LF
<br />LINEAR FOOT
<br />LIP
<br />FROM THE ACCEPTING FACILITY. ALL MATERIALS
<br />6.
<br />IT SHALL BE THE RESPONSIBILITY OF THE
<br />THAT WILL REQUIRE TESTING PRIOR TO DISPOSAL
<br />LOD
<br />CONTRACTOR TO VERIFY THE EXACT LOCATION
<br />MAX
<br />SHALL BE SAMPLED AND TESTED ACCORDANCE
<br />MH
<br />AND DEPTH OF ALL EXISTING UTILITIES. CARE
<br />MID
<br />DI
<br />WITH THE REQUIREMENTS OF THE DI
<br />MIN
<br />MUST BE TAKEN TO PROTECT EXISTING SEWER
<br />MNFR
<br />FACILITY IN ADVANCE OF THE NEED FOR
<br />FACI
<br />MON
<br />DURING CONSTRUCTION. CONTRACTOR SHALL
<br />NO
<br />DISPOSAL.
<br />NTS
<br />POTHOLE ALL SEWER MAIN CROSSINGS. SEWER
<br />OD
<br />OUTER DIAMETER
<br />PROP
<br />LATERALS AT OR ABOVE TRENCH GRADE WALL BE
<br />25.
<br />THE LIST OF MATERIALS FOR THIS PROJECT IS
<br />R
<br />EXPOSED BY HAND WHERE LOCATABLE BY USA
<br />RCP
<br />FOR CWS CO. ESTIMATING AND REFERENCE
<br />RD
<br />MARKS OR OTHER PHYSICAL IDENTIFIERS. ANY
<br />R RREMOVE
<br />PURPOSES ONLY, AND IS NOT INTENDED AS A
<br />R/WOR RO
<br />DAMAGE TO EXISTING FACILITIES DURING
<br />FULL TAKE -OFF OF ALL MATERIALS REQUIRED
<br />SDCB
<br />INSTALLATION OF THE WATER MAIN SHALL BE
<br />SDDI
<br />TO COMPLETE THE PROJECT PER CWS CO.
<br />SDMH
<br />REPAIRED AT CWS EXPENSE. THE SEWER
<br />SF
<br />STANDARD SPECIFICATIONS.
<br />SSMH
<br />DISTRICT SHALL BE NOTIFIED OF ANY DAMAGE
<br />ST
<br />STREET
<br />STA
<br />RESULTING FROM CONSTRUCTION ACTIVITIES AND
<br />26.
<br />AT TIE-INS, CONTRACTOR SHALL SPRAY OR
<br />SW
<br />ALL REPAIRS SHALL INSPECTED BY A SEWER
<br />T
<br />SWAB ALL FITTINGS WITH CHLORINE SOLUTION
<br />TBD
<br />DISTRICT REPRESENTATTIVE.
<br />TC
<br />FOR DISINFECTION PRIOR TO FINAL CONNECTIONS.
<br />7.
<br />TRENCH TO BE SHORED IN ACCORDANCE WITH
<br />TW
<br />TOP OF WALL
<br />TYP
<br />CALIFORNIA OSHA REGULATIONS.
<br />27.
<br />CONTRACTOR TO ENSURE AIR IN THE PIPELINE IS
<br />LINK
<br />UNKNOWN
<br />VG
<br />REMOVED USING EXISTING OUTLETS SUCH AS FIRE
<br />B.
<br />TRACER WIRE AND STRIP OF DETECTOR TAPE:
<br />HYDRANTS AND BLOW OFFS. CONTRACTOR IS
<br />SEE DRAWINGS CW -863-R6.
<br />RESPONSIBLE FOR INSTALLING AIR RELEASES IF
<br />9.
<br />SEE LATEST REVISION OF STANDARD DRAWING
<br />EXISTING OUTLETS ARE INSUFFICIENT.
<br />CFOR TYPICAL THRUST BLOCK
<br />INSTALLATION.
<br />28,
<br />ALL WORK SHALL COMPLY WITH CAL WATER
<br />SPECIFICATIONS FOR MATERIALS, INSTALLATION,
<br />10.
<br />FACILITIES SEPARATION: PROPOSED WATER MAIN
<br />DISINFECTION AND DECHLORINATION PER LATEST
<br />SHALL BE INSTALLED WITH MINIMUM
<br />REVISION OF DRAWING CW -863.
<br />EDGE -TO -EDGE HORIZONTAL CLEARANCE OF 10
<br />FT FROM ALL SEWER MAINS WHENEVER POSSIBLE.
<br />29.
<br />ALL SUP -ON WELDING FLANGES SHALL BE
<br />PROPOSED WATER MAIN SHALL HAVE A MINIMUM
<br />RAISED -FACE SUP -ON WELDING FLANGES.
<br />CLEARANCE DISTANCE OF 5 FT RADIUS FROM
<br />CENTER OF MANHOLE COVER. SEE DRAWING
<br />30.
<br />FHYY= INDICATES FIRE HYDRANT (STOCKTON)-
<br />CW-863-R6.
<br />CLOW MEDALLION DRY BARREL OR LATEST
<br />STANDARD CW -380
<br />11. WHEN ASSEMBLING A PVC C-900 PIPE TO AN
<br />IRON FITTING PUSH -ON OR MECHANICAL JOIN
<br />REMOVE ALL BUT 1/4 INCH OF THE ��
<br />FACTORY -MADE BEVEL FROM THE SPIGOT END
<br />OF THE PIPE PRIOR TO INSTALLATION.
<br />12. VALVE CANS AND COVERS SHALL BE PLACED
<br />OVER ALL VALVES. COVERS SHALL BE SET TO
<br />EXISTING FINISHED GRADE AND RESET IF
<br />NECESSARY ONCE THE STREET IS AT FINAL
<br />GRADE. (SEE LATEST REVISION OF CITY
<br />STANDARD DRAWINGS).
<br />13. NO VALVE COVERS ARE TO LIE IN SIDEWALKS,
<br />CROSS GUTTER, CURB OR DRIVEWAYS. EACH
<br />SERVICE SHOULD ALSO BE LOCATED TO PROVIDE
<br />PROTECTION TO THE METER BOX FROM VEHICLE
<br />TRAFFIC AND PARKING.
<br />14. PROTECT UNDERGROUND FLEXIBLE COUPLINGS,
<br />BARE STEEL, MJ X MJ SLEEVES, AND ALL BOLTS
<br />(INCLUDING STAINLESS STEEL). SEE DRAWING
<br />CW -863-R6.
<br />15. NOTE CWS STANDARD DETAILS AND PLANS SHALL
<br />BE USED FOR ALL PERMANENT AND TEMPORARY
<br />TRENCH PAVING
<br />16. MINIMUM COVER FOR NEW PIPELINES: SEE
<br />DRAWING CW -863-R6.
<br />17. CONTRACTOR SHALL LIMIT DAILY TRENCHING
<br />OPERATIONS TO THE LENGTH OF PIPE THAT CAN
<br />BE INSTALLED AND BACKFILLED THAT DAY. NO
<br />MORE THAN THREE HUNDRED FEET (300') OF
<br />TRENCH SHALL BE OPEN AT ANY ONE TIME. NO
<br />MORE THAN THIRTY FEET (30') OF TRENCH
<br />SHALL BE LEFT OPEN AT THE END OF THE DAY.
<br />18. CONTRACTOR SHALL INSTALL NEW MAIN AND
<br />ADJUST FROM NOMINAL LINE AND GRADE TO
<br />MATCH THE EXISTING FACILITIES AT ALL
<br />LOCATIONS. THE CONTRACTOR SHALL INSTALL A
<br />TEMPORARY CAP AND BLOW -OFF AT TIE-IN
<br />LOCATIONS FOR TESTING, (SEE LATEST REVISION
<br />OF DRAWINGS CW -122 & CW -683. CONTRACTOR
<br />WILL TIE THE NEW MAIN FROM THIS LOCATION.
<br />LIMITS OF CWS OWNERSHIP FOR EACH HYDRANT.
<br />1 - 6 INCH FIRE HYDRANT
<br />1 - 6 INCH OUTLET TEE POxFLGI
<br />1 - 6 INCH GATE VALVE FLGxMJ
<br />2 - 6INCH MEG -A -LUG
<br />1 - VALVE CASING & COVER ASSEMBLY PER
<br />DRW. CW 14 AND CW 439
<br />±10 FEET OF 6 INCH DUCTILE IRON PIPE
<br />1 - 6x42 INCH FIRE HYDRANT BURY FLGxMJ
<br />1 - 602 INCH FIRE HYDRANT EXTENSION
<br />1 - SET 3/4" X 3-1/2" #304 SS BOLTS &
<br />NUTS, AND GASKETS FOR HYDRANT
<br />1 - SET 3/4" X 3-1/2" SS BOLTS & NUTS,
<br />AND GASKETS FOR HYDRANT BREAK -OFF
<br />1 - 6 INCH FLANGE-TYTE GASKET AND
<br />STAINLESS STEEL #304 BOLTS AND NUTS
<br />1 - "FIELD LOK" GASKET ON PO JOINTS (MAY
<br />BE REQUIRED)
<br />POLYWRAP TUBING, PVC TAPE, LINE GUARD AND
<br />MISC. COATING MATERIAL.
<br />(THE FIRE CHIEF WILL MAKE THE FINAL CHOICE OF
<br />FIRE HYDRANT HEAD WITH CAL WATER
<br />APPROVAL.)
<br />A BREAK -OFF CHECK VALVE MAY BE REQUIRED IF
<br />SPECIFIED BY DISTRICT PERSONNEL USE CLOW
<br />MODEL LB400 OR APPROVED EQUAL.
<br />31. CENTER PVC PIPE STICK AT ALL SS AND SD
<br />UNDER AND/OR OVER CROSS LOCATIONS TO
<br />MAINTAIN 8' MIN JOINT SEPARATION.
<br />32. JOINT RESTRAINT FOR DI PIPE AND FITTINGS
<br />SHALL BE PER CW -435-R4 AND CW -863-R6.
<br />COUNTY OF SAN JOAQUIN NOTES
<br />TRENCH CUT POLICY
<br />GENERAL REQUIREMENTS
<br />A. RESURFACING REQUIREMENTS SPECIFIED IN THIS POLICY ARE IN
<br />ADDITION TO THE TRENCH RESURFACING REQUIREMENTS SPECIFIED BY
<br />COUNTY STANDARD DRAWING NO. R-29.
<br />B. FOR THE PURPOSE OF THIS POLICY, "SURFACING AGE" IS DEFINED
<br />AS THE AGE OF THE MOST RECENTLY COMPLETED ROADWAY
<br />SURFACING, INCLUDING CONSTRUCTION, RECONSTRUCTION, OR MAJOR
<br />OVERLAY.
<br />C. WHERE THE APPLICATION OF SEAL COAT IS REQUIRED, A TYPE II
<br />SLURRY SEAL WILL BE USED IN ACCORDANCE WITH STATE STANDARD
<br />SPECIFICATIONS, SECTION 37-2.
<br />D. THE PERMITTEE MUST POST A ONE-YEAR MAINTENANCE BOND OR
<br />CASH DEPOSIT, IN AN AMOUNT SPECIFIED BY THE DEPARTMENT.
<br />E. ALL PAVEMENT MARKINGS DESTROYED OR OBLITERATED MUST BE
<br />REPLACED IN KIND BY THE PERMITTEE. TYPICAL PAVEMENT MARKINGS
<br />INCLUDE, BUT ARE NOT LIMITED T0, LANE LINES, RAISED PAVEMENT
<br />MARKERS, AND MISCELLANEOUS DELINEATORS.
<br />F. THE PERMITTEE IS RESPONSIBLE FOR SURVEY MONUMENTS
<br />DISTURBED BY TRENCHING AND IS REQUIRED TO FILE A CORNER
<br />RECORD AND TO REESTABLISH THEM USING A LICENSED LAND
<br />SURVEYOR AFTER THE TRENCH RESTORATION IS COMPLETED.
<br />G. FUNCTIONAL CLASSIFICATION AND PUBLIC WORKS PROJECT
<br />ADVERTISING SCHEDULES ARE REFERENCES FOR THIS POLICY.
<br />H. TO FACILITATE SCHEDULING AND PLANNING, PUBLIC WORKS STAFF
<br />WALL MAKE AVAILABLE THE MOST CURRENT PROJECT ADVERTISING
<br />SCHEDULE AT THE MONTHLY UTILITY COORDINATION MEETING AND MAKE
<br />IT AVAILABLE TO THE PUBLIC, AT THE PERMITS COUNTER, IN
<br />JANUARY EACH YEAR.
<br />COLLECTORS, ARTERIALS AND EXPRESSWAYS
<br />A. RESURFACING AGE LESS THAN THREE (3) YEARS: NO PAVEMENT
<br />CUTS. EXCEPTIONS MAY BE APPROVED WITH ACCORDANCE WITH SECTION
<br />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.
<br />THE EXISTING SURFACING ADJACENT TO THE TRENCHED AREA SHALL BE
<br />PLANED TO ACCOMMODATE THE OVERLAY IN A MANNER THAT DOES
<br />NOT CAUSE DRAINAGE CONCERNS. THE NEAREST PAVEMENT CUT SHALL
<br />BE A MINIMUM OF THREE (3) FEET FORM THE EDGE OF PAVEMENT OR
<br />THE REMAINING PAVEMENT SHALL ALSO BE REMOVED AND REPLACED.
<br />(SEE COUNTY STANDARDS DRAWING NO. R-37).
<br />2. LONGITUDINAL TRENCHES WITHIN TRAVELED LANES: THE
<br />ENTIRE TRAVELED LANE WHERE THE TRENCH IS LOCATED IS TO BE
<br />RESURFACED WITH ONE (1) INCH ASPHALT CONCRETE OVERLAY. THE
<br />EXISTING SURFACING ADJACENT TO THE TRENCHED AREA SHALL BE
<br />PLANED TO ACCOMMODATE THE OVERLAY IN A MANNER THAT DOES
<br />NOT CAUSE DRAINAGE CONCERNS. THE OVERLAY SHALL BE IN
<br />ACCORDANCE WITH STATE STANDARDS SPECIFICATIONS SECTION 39.
<br />AGGREGATE GRADATION SHALL BE CONSISTENT WITH THE EXISTING
<br />SURFACING MATERIAL. (SEE COUNTY STANDARDS DRAWING NO. R-37).
<br />3. CROSS -CUTTING: CROSS -CUTTING IS ALLOWED AT A MINIMUM
<br />INTERVAL OF 150 FEET. AT EACH CROSS -CUT LOCATION, A MINIMUM OF
<br />TEN (10) FEET ON EACH SIDE OF TRENCH SHALL BE PLANED AND
<br />RESURFACED WITH ONE (1) INCH ASPHALT CONCRETE. IF CROSS -CUTS
<br />ARE WITHIN THE 150 FT MINIMUM INTERVAL, THE ENTIRE SECTION
<br />BETWEEN THE FIRST AND LAST CROSS -CUT SHALL BE PLANED AND
<br />RESURFACE WITH ONE (1) INCH ASPHALT CONCRETE. (SEE COUNTY
<br />STANDARDS DRAWING NO. R-36).
<br />4. THE CONDITIONS DESCRIBED IN PARAGRAPHS 1, 2 & 3 ABOVE
<br />WALL NOT APPLY IF RESURFACING IS SCHEDULED WITHIN TWO YEARS.
<br />A. SURFACING AGE UNDER THREE (3) YEARS: NO PAVEMENT CUTS
<br />ALLOWED. EXCEPTIONS MAY BE APPROVED IN ACCORDANCE WITH
<br />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
<br />REQUIRED FOR THAT HALF OF THE ROADWAY CONTAINING THE
<br />TRENCH. (SEE COUNTY STANDARDS DRAWING NO. R-37).
<br />2. CROSS -CUTTING IS ALLOWED UNDER THE SAME
<br />CONDITIONS AS SECTION 2-5.02(B)(3). IF CROSS -CUTS OCCUR WITHIN
<br />THE 150 FEET INTERVAL, RESURFACING MAY BE SUBSTITUTED WITH A
<br />SLURRY SEAL FOR THAT HALF OF THE ROAD WAY. (SEE COUNTY
<br />STANDARDS DRAWING NO. R-36).
<br />EXCAVATION IS PROHIBITED IN NEWLY RENOVATED COUNTY ROADWAYS
<br />FOR THREE (3) YEARS AFTER A NOTICE OF COMPLETION HAS BEEN
<br />FILED FOR A ROADWAY IMPROVEMENT PROJECT, OR A NEW ROADWAY
<br />HAS BEEN ACCEPTED. THE DIRECTOR OF PUBLIC WORKS MAY APPROVE
<br />EXCEPTIONS THAT ARE IN THE BEST INTEREST OF THE PUBLIC,
<br />INCLUDING BUT NOT LIMITED TO:
<br />A. AN EMERGENCY THAT ENDANGERS LIFE OR PROPERTY.
<br />B. FOR REPAIR OR MODIFICATION TO PREVENT INTERRUPTION OF
<br />ESSENTIAL UTILITY SERVICE.
<br />C. FOR RELOCATION WORK THAT IS MANDATED BY COUNTY, STATE OR
<br />FEDERAL LAW.
<br />D. FOR SERVICE FOR BUILDING WHERE NO REASONABLE MEANS OF
<br />PROVIDING SERVICE EXISTS.
<br />E. FOR POTHOLING TO VERIFY UTILITY DEPTH OR LOCATIONS.
<br />F. FOR TRENCHLESS EXCAVATIONS GREATER THAN THREE FEET IN
<br />DEPTH OF COVER OVER THE UTILITY FACILITY, AND NOT REQUIRING
<br />A SIGNIFICANT SURFACE INCISION GREATER THAN INDUSTRY BORE PIT
<br />STANDARDS.
<br />EXCEPTIONS MUST BE REQUESTED AND SUBMITTED IN WRITING TO THE
<br />DEPARTMENT. PAVEMENT OF A NON REFUNDABLE PROCESSING FEE IS
<br />ALSO REQUIRED. EXCEPTIONS WILL BE REVIEWED USING THE
<br />DEPARTMENTS ACTION APPROVAL PROCESS, WHICH REQUIRED THE
<br />RECOMMENDATION OF A DEPUTY DIRECTOR.
<br />ABANDON IN PLACE
<br />WITHIN THIRTY (30) DAYS AFTER SERVICE OF A 45 DAY NOTICE FROM
<br />SAN JOAQUIN COUNTY PUBLIC WORKS TO RELOCATE, CHANGE GRADE,
<br />CONSTRUCT, USE, MAINTAIN, CHANGE OR MODIFY ANY STREET
<br />IMPROVEMENTS OR NECESSARY WORK TO REMOVE THEIR ABANDONED
<br />FACILITIES IN CONFLICT.
<br />LEGEND
<br />PROPOSED
<br />8B
<br />F=1
<br />H
<br />H
<br />FHYY
<br />xz
<br />EXISTING
<br />D
<br />a
<br />IN
<br />IT
<br />0
<br />G
<br />SSCOO
<br />Gvm
<br />ppip
<br />-0-
<br />E-
<br />MON
<br />-
<br />MON
<br />n
<br />8"AC
<br />W w
<br />ABND
<br />W W
<br />MR
<br />12"SL
<br />< ss
<br />12"SS
<br />G
<br />E -
<br />- FO -
<br />- ATT -
<br />VERIZON
<br />- COM -
<br />UNK
<br />-
<br />OH-
<br />DESCRIPTION
<br />CROSS
<br />TEE
<br />ELBOW, 11.25'
<br />ELBOW, 22.5'
<br />ELBOW, 45'
<br />ELBOW, 90'
<br />WATER VALVE
<br />NORMALLY CLOSED WATER VALVE
<br />REDUCER
<br />SOLID PLUG
<br />FIRE HYDRANT
<br />BLOW OFF
<br />COUPLING
<br />WATER METER
<br />STREET LIGHT BOX
<br />TRAFFIC BOX
<br />CABLE BOX
<br />UNKNOWN BOX
<br />ELECTRIC LINE MANHOLE
<br />STORM DRAIN MANHOLE
<br />SANITARY SEWER MANHOLE
<br />SANITARY SEWER CLEANOUT
<br />CATCH BASIN
<br />GAS VALVE
<br />POWER POLE
<br />JOINT POLE
<br />GUY WIRE
<br />STREET LIGHT
<br />MONUMENT
<br />SIGN
<br />CUT AND PLUG EXISTING PIPE
<br />(SIZE OF PIPE) (MATERIAL) WATER MAIN
<br />WATER MAIN ON ADJACENT PROJECT
<br />ABANDONED EXISTING WATER MAIN
<br />ABANDON EXISTING WATER MAIN
<br />STORM DRAIN < 12"0
<br />STORM DRAIN >= 12"0
<br />SANITARY SEWER < 12"0
<br />SANITARY SEWER >= 12"0
<br />GAS PIPING
<br />BURIED ELECTRIC
<br />BURIED UNKNOWN COMMUNICATION
<br />BURIED COMMUNICATION (AT&T)
<br />BURIED COMMUNICATION (VERIZON)
<br />BURIED COMMUNICATION (COMCAST)
<br />BURIED UNKNOWN UTILITY
<br />OVERHEAD UTILITIES
<br />EDGE OF PAVEMENT
<br />EASEMENT
<br />PROPERTY LINE
<br />RIGHT OF WAY LINE
<br />EXISTING CURB AND GUTTER
<br />FENCE
<br />CENTERLINE
<br />TRENCH SCAR
<br />xx INDICATES A SANITARY SEWER (SS) OR
<br />STORM DRAIN (SD) OVER/UNDER
<br />CROSSING. SEE DOW VARIANCE EXHIBIT
<br />PREPARED BY CWS
<br />FITTING OR VALVE CALLOUT
<br />ABBREVIATIONS
<br />ABND
<br />ABANDONED
<br />AC
<br />ASBESTOS -CEMENT
<br />APPROX
<br />APPROXIMATE
<br />BC
<br />BACK OF CURB/BEGIN CURVE
<br />BLDG
<br />BUILDING
<br />BOW
<br />BACK OF SIDEWALK
<br />DI
<br />DUCTILE IRON/DRAINAGE INLET
<br />CL,
<br />CENTERLINE
<br />CLF
<br />CHAIN LINK FENCE
<br />CL&C
<br />LINED AND CEMENT MORTAR
<br />COATED STEEL
<br />CI
<br />CAST IRON
<br />COMM
<br />COMMUNICATION
<br />CWS
<br />CALIFORNIA WATER SERVICE
<br />E
<br />ELECTRIC
<br />EG
<br />EXISTING GRADE
<br />EL OR ELEV
<br />ELEVATION
<br />ELL
<br />ELBOW
<br />EOP
<br />EDGE OF PAVEMENT
<br />EX
<br />EXISTING
<br />FG
<br />FINISHED GRADE
<br />FH
<br />FIRE HYDRANT
<br />FOC
<br />FACE OF CURB
<br />FPVC
<br />FUSIBLE PVC
<br />G
<br />GAS
<br />GB
<br />GRADE BREAK
<br />GRND
<br />GROUND
<br />H, HORIZ
<br />HORIZONTAL
<br />HDPE
<br />HIGH DENSITY POLYETHYLENE
<br />HP
<br />HINGE POINT
<br />INV
<br />INVERT
<br />LAT
<br />LATERAL
<br />LF
<br />LINEAR FOOT
<br />LIP
<br />LIP OF GUTTER
<br />LDCC
<br />LOW DENSITY
<br />CELLULAR CONCRETE
<br />LOD
<br />LIP OF DITCH
<br />MAX
<br />MAXIMUM
<br />MH
<br />MANHOLE
<br />MID
<br />MIDDLE
<br />MIN
<br />MINIMUM
<br />MNFR
<br />MANUFACTURER
<br />MON
<br />MONUMENT
<br />NO
<br />NUMBER
<br />NTS
<br />NOT TO SCALE
<br />OD
<br />OUTER DIAMETER
<br />PROP
<br />PROPOSED
<br />PVC
<br />POLYVINYL CHLORIDE
<br />R
<br />RADIUS
<br />RCP
<br />REINFORCED CONCRETE PIPE
<br />RD
<br />ROAD
<br />R RREMOVE
<br />& REPLACE
<br />R/WOR RO
<br />RIGHT-OF-WAY
<br />STORM DRAIN
<br />SDCB
<br />STORM DRAIN CATCH BASIN
<br />SDDI
<br />STORM DRAIN DRAINAGE INLET
<br />SDMH
<br />STORM DRAIN MANHOLE
<br />SF
<br />SQUARE FEET
<br />SSMH
<br />SANITARY SEWER MANHOLE
<br />ST
<br />STREET
<br />STA
<br />STATION
<br />STD
<br />STANDARD
<br />SW
<br />SIDEWALK
<br />T
<br />TELEPHONE
<br />TBD
<br />TO BE DETERMINED
<br />TC
<br />TOP OF CURB
<br />TOE
<br />TOE OF SLOPE
<br />TW
<br />TOP OF WALL
<br />TYP
<br />TYPICAL
<br />TRANS
<br />TRANSITE
<br />LINK
<br />UNKNOWN
<br />VG
<br />VALLEY GUTTER
<br />W/
<br />WITH
<br />W OR WAT WATER
<br />ENGINEERING
<br />DEPARTMENT
<br />REVISIONS:
<br />ADDRESS COMMENTS
<br />FROM DDW AND
<br />COUNTY OF SAN
<br />JOAOUIN
<br />06-29-202-1
<br />STK
<br />STK 28-30, 29-30
<br />SCALE:
<br />DRAWN BY:
<br />Y.XU
<br />DESIGNED BY:
<br />Y.XU
<br />CHECKED BY: DATE:
<br />APPROVED BY: DATE:
<br />>+Z O
<br />NOL N
<br />=P o)
<br />DATe: mrr.
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<br />SCALE:
<br />DRAWN BY:
<br />Y.XU
<br />DESIGNED BY:
<br />Y.XU
<br />CHECKED BY: DATE:
<br />APPROVED BY: DATE:
<br />>+Z O
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<br />DISTRICT:
<br />STOCKTON
<br />CITY/COUNTY:
<br />STOCKTON/SAN JOAQUIN
<br />DATE:
<br />MAY 22, 2023
<br />PROJECT ID.:
<br />WO#00129026
<br />DRAWING NO.:
<br />STK-9262
<br />SHT ?„ OF 14
<br />
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