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<br />GENERAL NOTES:
<br />1. ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH THE CITY OF STOCKTON, CAL WATER, AND SAN
<br />JOAQUIN STANDARD SPECIFICATIONS AND PLANS, LATEST EDITION, AND ALL AMENDMENTS THERE TO TO -DATE.
<br />2. BENCHMARK: BRASS DISK MARKING COS TRAVERSE CONTROL MONUMENT STAMPED "2N-12" IN MONUMENT WELL AT THE NW
<br />CORNER OF WEST LN. AND ALPINE AVE. *REVISED 3/00. BENCHMARK NO. 46, WITH ELEVATION (FT.) 20.05 (NAVD88) (2008 CITYWIDE
<br />BENCHMARK VERTICAL DATUM CONVERSION TO NAVD88).
<br />3. PRIOR TO AND DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR BEING FAMILIAR WITH THE CURRENT
<br />CITY OF STOCKTON AND SAN JOAQUIN STANDARDS AND ALL UPDATES AND REVISIONS MADE TO ANY OF THE CITY OF STOCKTON
<br />OR SAN JOAQUIN COUNTY STANDARD DETAILS SHOWN ON THESE PLANS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR BEING
<br />FAMILIAR WITH THE WRITTEN SPECIFICATIONS AND/OR OTHER STANDARD DETAILS NOT SHOWN BUT WHICH ARE INCLUDED IN
<br />THE "CITY OF STOCKTON STANDARD SPECIFICATIONS AND PLANS" AND THE "SAN JOAQUIN COUNTY IMPROVEMENT STANDARDS".
<br />4. DRAWING NUMBERS SHOWN ON THE PLANS REFERRING TO CITY OF STOCKTON STANDARD PLANS, SHOWN THUS: DRAWING NO.
<br />DRAWING NUMBERS SHOWN ON THE PLANS REFERRING TO SAN JOAQUIN COUNTY STANDARD PLANS, SHOWN THUS: STD. DWG.
<br />NO.
<br />5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FROM DAMAGE ALL EXISTING IMPROVEMENTS THAT ARE TO
<br />REMAIN. SUCH IMPROVEMENTS THAT ARE DAMAGED BY THE CONTRACTOR SHALL BE REPLACED AT HIS EXPENSE.
<br />6. ALL PAVING SHALL BE IN ACCORDANCE WITH THE SAN JOAQUIN COUNTY STANDARD SPECIFICATION CHAPTER 2-5.02.
<br />7. EXCAVATION OF 5 FEET OR MORE IN DEPTH WILL REQUIRE AN EXCAVATION PERMIT FROM THE STATE OF CALIFORNIA
<br />DEPARTMENT OF INDUSTRIAL SAFETY.
<br />8. THE CONTRACTOR SHALL DEMOLISH, EXCAVATE, REMOVE AND DISPOSE OF ALL EXISTING CONCRETE CURB, GUTTER OR
<br />SIDEWALK, ASPHALT CONCRETE PAVING, AND DELETERIOUS MATERIAL AS REQUIRED TO CONSTRUCT THE CONTRACT WORK.
<br />ALL SUCH EXCESS MATERIAL GENERATED SHALL BE DISPOSED OF FROM THE SITE BY THE CONTRACTOR.
<br />9. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FOR ANY WORK DONE WITHIN THE CITY RIGHT-OF-WAY FROM THE
<br />CITY OF STOCKTON PUBLIC WORKS DEPARTMENT, AND NOTIFY THE CITY 48 HOURS IN ADVANCE OF STARTING ANY WORK TO BE
<br />ACCEPTED FOR OWNERSHIP AND MAINTENANCE BY THE CITY OF STOCKTON. THE CONTRACTOR SHALL OBTAIN AN
<br />ENCROACHMENT PERMIT FOR ANY WORK DONE WITHIN THE COUNTY RIGHT-OF-WAY FROM THE SAN JOAQUIN COUNTY PUBLIC
<br />WORKS DEPARTMENT, AND NOTIFY THE COUNTY 48 HOURS IN ADVANCE OF STARTING ANY WORK TO BE ACCEPTED FOR
<br />OWNERSHIP AND MAINTENANCE BY THE SAN JOAQUIN COUNTY.
<br />10. EXISTING UTILITIES ARE SHOWN AS THEY ARE BELIEVED TO EXIST. THE OWNER AND THE ENGINEER DO NOT ACCEPT
<br />RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO COMMENCING ANY WORK, THE CONTRACTOR SHALL HAVE EACH UTILITY
<br />COMPANY ACCURATELY LOCATE IN THE FIELD THEIR MAINS AND SERVICE LINES. IT SHALL BE THE CONTRACTOR'S
<br />RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES.
<br />11. ATTENTION IS CALLED TO: SECTION 1540 (A) (1) OF THE CONSTRUCTION SAFETY ORDERS (TITLE 8 CALIFORNIA ADMINISTRATION
<br />CODE SECTION 1540), ISSUED BY THE OCCUPATIONAL SAFETY AND HEALTH STANDARDS BOARD PURSUANT TO THE CALIFORNIA
<br />OCCUPATIONAL SAFETY AND HEALTH ACT OF 1973, AS AMENDED, WHICH STATES:
<br />"PRIOR TO OPENING AN EXCAVATION, EFFORT SHALL BE MADE TO DETERMINE WHETHER UNDERGROUND INSTALLATION I.E.,
<br />SEWER, WATER, FUEL, ELECTRIC LINES, ETC., WILL BE ENCOUNTERED AND, IF SO, WHERE SUCH UNDERGROUND
<br />INSTALLATIONS ARE LOCATED. WHEN THE EXCAVATION APPROACHES THE APPROXIMATE LOCATION OF SUCH AN
<br />INSTALLATION, THE EXACT LOCATION SHALL BE DETERMINED BY CAREFUL PROBING OR HAND DIGGING AND WHEN IT IS
<br />UNCOVERED, ADEQUATE PROTECTION SHALL BE PROVIDED FOR THE EXISTING INSTALLATION. ALL KNOWN OWNERS OF
<br />UNDERGROUND FACILITIES IN THE AREA CONCERNED SHALL BE ADVISED OF PROPOSED WORK AT LEAST 48 HOURS PRIOR TO
<br />THE START OF ACTUAL EXCAVATION."
<br />12. THE CONTRACTOR SHALL CONTACT CALIFORNIA WATER SERVICE COMPANY AT LEAST 72 HOURS IN ADVANCE OF THE
<br />CONTRACTOR'S INTENT TO CONNECT TO PUBLIC UTILITIES TO COORDINATE THE CONNECTION TO PUBLIC WATER. THE
<br />CONTRACTOR SHALL CONTACT SAN JOAQUIN COUNTY AT LEAST 72 HOURS IN ADVANCE OF THE CONTRACTOR'S INTENT TO
<br />CONNECT TO PUBLIC UTILITIES TO COORDINATE THE CONNECTION SEWER AND STORM DRAINAGE SYSTEMS.
<br />13. PRIOR TO PERFORMING ANY WORK WITHIN THE ROAD RIGHT-OF-WAY OF SANGUINETTI LANE, THE CONTRACTOR SHALL OBTAIN
<br />AN ENCROACHMENT PERMIT FROM THE SAN JOAQUIN COUNTY PUBLIC WORKS DEPARTMENT.
<br />14. A TRAFFIC CONTROL PLAN (TCP) SHALL BE SUBMITTED TO AND DEEMED ACCEPTABLE BY THE SAN JOAQUIN COUNTY PUBLIC
<br />WORKS DEPARTMENT PRIOR TO START OF WORK. THIS SHALL ADDRESS ALL PHASES OF WORK, WHICH WILL IMPACT PUBLIC
<br />TRAFFIC. CONFORMANCE WITH THE TCP SHALL BE MAINTAINED AT ALL TIMES.
<br />15. ALL TRAFFIC SIGNS AND MARKINGS SHALL CONFORM TO THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL
<br />DEVICES (MUTCD), MUTCD CALIFORNIA SUPPLEMENT, AND SAN JOAQUIN COUNTY STANDARDS.
<br />16. ANY CHANGES TO THE APPROVED IMPROVEMENT PLANS AND SPECIFICATIONS MUST BE PREPARED AND CERTIFIED BY THE CIVIL
<br />ENGINEER, AND SHALL BE SUBMITTED TO THE SAN JOAQUIN COUNTY PUBLIC WORKS DEPARTMENT FOR APPROVAL PRIOR TO
<br />IMPLEMENTATION.
<br />17. ALL TRAFFIC DELINEATIONS (SIGNS, STRIPING, RAISED PAVEMENT MARKERS) SHALL BE RESTORED TO THEIR ORIGINAL
<br />CONDITION UPON COMPLETION OF WORK.
<br />18. PRIOR TO COMMENCING ANY WORK, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE EACH UTILITY COMPANY LOCATE
<br />IN THE FIELD THEIR MAIN SERVICE LINES. THE CONTRACTOR SHALL NOTIFY MEMBERS OF THE UNDERGROUND SERVICE ALERT
<br />(U.S.A.) 48 HOURS IN ADVANCE OF PERFORMING EXCAVATION WORK BY CALLING THE TOLL-FREE NUMBER (800-227-2600).
<br />19. THE CONTRACTOR SHALL CHECK WITH THE UTILITY COMPANIES AND VERIFY ALL UTILITY LOCATIONS. IT SHALL BE
<br />CONTRACTOR'S SOLE RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES SO THAT NO DAMAGE RESULTS TO THEM DURING
<br />THE PERFORMANCE OF HIS CONTRACT. THE CONTRACTOR SHALL BE REQUIRED TO COOPERATE WITH OTHER CONTRACTORS
<br />AND UTILITY COMPANIES INSTALLING NEW STRUCTURES, UTILITIES AND SERVICES TO THE DEVELOPMENT.
<br />20. WHENEVER EXISTING PAVEMENT IS BROKEN OR CUT DURING THE INSTALLATION OF THE WORK COVERED BY THESE PLANS AND
<br />SPECIFICATIONS, THE PAVEMENT SHALL BE REPLACED WITH PAVEMENT MATERIALS EQUAL TO OR BETTER THAN THE MATERIALS
<br />USED IN THE ORIGINAL PAVING. THE FINISHED PAVEMENT SHALL BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER IF
<br />LOCATED WITHIN CITY RIGHT-OF-WAY OR THE COUNTY ENGINEER WITHIN THE COUNTY RIGHT-OF-WAY.
<br />21. PAYMENT FOR PAVEMENT WILL BE MADE FOR THE AREAS SHOWN ON THE PLANS. REPLACEMENT OF PAVEMENT WHICH IS
<br />BROKEN OR CUT IN THE INSTALLATION OF THE IMPROVEMENTS COVERED BY THESE PLANS AND SPECIFICATIONS, AND WHICH
<br />LIES OUTSIDE OF SAID AREAS, SHALL BE INCLUDED IN THE STREET CONTRACTOR'S UNIT PRICE FOR PAVEMENT, AND NO
<br />ADDITIONAL PAYMENT SHALL BE MADE FOR SUCH WORK.
<br />22. THE CONTRACTOR SHALL EXPOSE EXISTING STORM DRAINS, WATER MAINS, AND SANITARY SEWERS WHERE CONNECTIONS AND
<br />CROSSINGS ARE TO BE MADE SO EXISTING FLOWLINES AND LOCATIONS CAN BE VERIFIED BEFORE THE START OF
<br />CONSTRUCTION.
<br />23. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING
<br />THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS
<br />REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR
<br />SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR
<br />ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE
<br />SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
<br />24. CONSTRUCTION STAKING: CONSTRUCTION STAKING IS NORMALLY PERFORMED BY THE ENGINEER WHO PREPARED THE PLAN.
<br />THIS PERMITS APPROPRIATE ON-SITE INTERPRETATION AND ADJUSTMENT OF THE PLANS, IF NECESSARY. CONTRACTOR SHALL
<br />NOTIFY THE ENGINEER FORTY-EIGHT (48) HOURS PRIOR TO THE ACTUAL NEED FOR STAKING. ANY STAKING REQUESTED BY THE
<br />CONTRACTOR OR HIS SUBCONTRACTORS WHICH EXTENDS BEYOND THE ORIGINAL SCOPE OF WORK DEFINED IN THESE PLANS
<br />SHALL BE SUBJECT TO AN EXTRA WORK CHARGE TO THE CONTRACTOR. THIS NOTE GIVES FORMAL NOTICE THAT THE FIRM OF
<br />SIEGFRIED ENGINEERING, INC. CANNOT, AND WILL NOT, TAKE RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, WHICH
<br />MIGHT OCCUR AND WHICH COULD HAVE BEEN AVOIDED OR DETECTED AND/OR CORRECTED OR MITIGATED HAD SIEGFRIED
<br />ENGINEERING, INC. PERFORMED THE CONTRACT STAKING WORK.
<br />25. THE CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CALIFORNIA WATER SERVICE COMPANY FOR USE OF WATER FROM FIRE
<br />HYDRANTS FOR CONSTRUCTION PURPOSES. THE PERMIT SHALL BE APPROVED BY THE CITY OF STOCKTON AND SAN JOAQUIN
<br />COUNTY FIRE DEPARTMENTS.
<br />26. THE PROPERTY OWNERS, DEVELOPERS, AND/OR SUCCESSORS IN INTEREST SHALL COMPLY WITH THE PROVISIONS OF THE
<br />CALIFORNIA GENERAL CONSTRUCTION ACTIVITY STORM WATER PERMIT AND STATE WATER RESOURCES CONTROL BOARD
<br />ORDER NUMBER 99-08-DWQ COMPLIANCE IS MANDATORY PER THE CITY OF STOCKTON'S GRADING AND EROSION CONTROL
<br />STANDARDS AND SAN JOAQUIN COUNTY'S GRADING AND EROSION CONTROL STANDARDS.
<br />27. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND LICENSES REQUIRED FOR THE CONSTRUCTION AND
<br />COMPLETION OF THE PROJECT. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT AND A GRADING AND EROSION
<br />CONTROL PERMIT PRIOR TO STARTING ANY WORK, UNLESS OTHERWISE APPROVED BY THE CITY OR COUNTY.
<br />28. DUST CONTROL SHALL BE PERFORMED AT ALL TIMES, AT THE CONTRACTORS' EXPENSE, TO MINIMIZE ANY DUST NUISANCE AND
<br />SHALL BE IN ACCORDANCE WITH SECTION 10 OF CALTRANS STANDARD SPECIFICATIONS, THE REQUIREMENTS OF THE CITY OF
<br />STOCKTON, AND THE REQUIREMENTS OF SAN JOAQUIN COUNTY.
<br />29. THE CONTRACTOR SHALL FURNISH, INSTALL OPERATE AND MAINTAIN ALL MACHINERY, APPLIANCES AND EQUIPMENT TO
<br />MAINTAIN ALL EXCAVATIONS FREE FROM WATER DURING CONSTRUCTION, AND SHALL DEWATER AND DISPOSE OF THE WATER
<br />SO AS TO NOT CAUSE INJURY TO PUBLIC OR PRIVATE PROPERTY, OR TO CAUSE A NUISANCE OR MENACE TO THE PUBLIC. THE
<br />DEWATERING SYSTEM SHALL BE INSTALLED AND OPERATED SO THE GROUNDWATER LEVEL OUTSIDE THE EXCAVATION IS NOT
<br />REDUCED TO THE EXTENT WHICH WOULD CAUSE DAMAGE OR ENDANGER ADJACENT STRUCTURES OR PROPERTY. ALL COSTS
<br />FOR DEWATERING SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ALL PIPE CONSTRUCTION. THE STATIC WATER LEVEL SHALL
<br />BE DRAWN DOWN A MINIMUM OF 1 FOOT BELOW THE BOTTOM OF EXCAVATION OF ANY FILL TO THE SPECIFIED DENSITY.
<br />DISPOSAL OF WATER SHALL BE IN ACCORDANCE WITH THE APPROVED SWPPP AND SHALL NOT DAMAGE PROPERTY, CREATE A
<br />PUBLIC NUISANCE OR VIOLATE THE LAW. THE CONTRACTOR SHALL HAVE ON HAND, PUMPING EQUIPMENT AND MACHINERY IN
<br />GOOD WORKING CONDITION FOR EMERGENCIES AND SHALL HAVE WORKMEN AVAILABLE FOR ITS OPERATION. THE DEWATERING
<br />SYSTEM SHALL OPERATE CONTINUOUSLY UNTIL BACK -FILL HAS BEEN COMPLETED TO 1 FOOT ABOVE THE NORMAL STATIC
<br />GROUNDWATER LEVEL.
<br />30. SITE PREPARATION SHALL INCLUDE STRIPPING AND REMOVAL OF ALL VEGETATION AND ANY DEBRIS FROM THE CONSTRUCTION
<br />AREAS. THE DEPTH OF STRIPPING ONSITE SHALL BE EVALUATED BY THE OWNER'S SOILS ENGINEER. EXISTING PAVING SHALL BE
<br />INCORPORATED INTO THE STRUCTURAL FILL AND ALL OTHER STRIPPED VEGETATION AND DEBRIS SHALL NOT BE INCORPORATED
<br />IN ANY OF THE STRUCTURAL FILLS.
<br />31. ANY VOIDS LEFT BY THE REMOVAL OF UNDERGROUND UTILITIES OR OTHER BURIED OBJECTS SHALL BE CLEANED OF ALL LOOSE
<br />SOILS AND SHALL BE PROPERLY BACKFILLED WITH ENGINEERED FILL THAT THE OWNER'S SOIL ENGINEER APPROVES, MONITORS,
<br />TESTS, AND APPROVES.
<br />32. THE SUBGRADE SOILS BENEATH ALL PAVING AREAS SHOULD BE COMPACTED TO A MINIMUM OF 95% OF THE DRY DENSITY WHICH
<br />THE OWNER'S SOIL ENGINEER SPECIFIES.
<br />33. ANY SOFT OR LOOSE SOIL POCKETS FOUND ONSITE DURING THE STRIPPING OR RECOMPACTION PROCESS SHALL BE OVER
<br />EXCAVATED AND RECOMPACTED.
<br />34. ENGINEERED FILL SHALL BE PLACED IN HORIZONTAL LAYERS A MAXIMUM OF 8 INCHES IN LOOSE THICKNESS AND BE COMPACTED
<br />TO A MINIMUM OF 90 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY THE OWNER'S SOIL ENGINEER.
<br />35. SUBGRADE SOILS UNDER EXTERIOR CONCRETE SHALL BE MOISTURE CONDITIONED AS APPROVED, TESTED AND INSPECTED BY
<br />THE OWNER'S SOIL ENGINEER.
<br />36. CONTRACTOR SHALL MAINTAIN MOISTURE CONDITION RIGHT UP TO POURING OF CONCRETE.
<br />STORM DRAIN:
<br />GRADING NOTES:
<br />1. GRADING AND LAND STABILIZATION SHALL INCLUDE EXCAVATION AND FILL OF STREETS IN ACCORDANCE WITH THE
<br />SPECIFICATIONS OF THE SOILS ENGINEER AND UNDER THE DIRECTION, SUPERVISION, MONITORING, TESTING AND APPROVAL
<br />OF THE OWNER AND OWNER'S SOILS ENGINEER.
<br />2. GRADING AND LAND STABILIZATION SHALL INCLUDE COST OF DEWATERING; REMOVING FROM THE SITE ALL STRIPPED
<br />VEGETATION, DEBRIS, STRUCTURES, POWER POLES, EXISTING PAVEMENT, BUILDINGS, TREES, AND OTHER DELETERIOUS
<br />MATERIALS.
<br />3. STOCKPILES OF EXISTING DELETERIOUS MATERIAL SHALL BE DISPOSED OF UNDER THE DIRECTION AND SUPERVISION OF THE
<br />OWNER AND OWNER'S SOILS ENGINEER.
<br />4. ALL IMPORTED FILL SHALL BE APPROVED BY THE SOILS ENGINEER.
<br />5. TOPOGRAPHICAL INFORMATION SHOWN REFLECTS A TOPOGRAPHY SURVEY PERFORMED BY SIEGFRIED ENGINEERING.
<br />6. ANY AND ALL SEDIMENT AND/OR EROSION CONTROL DETAILS CONTAINED WITHIN THESE PLANS ARE TO BE CONSIDERED AS
<br />"REFERENCE DETAILS" ONLY AND THE COUNTY'S APPROVAL OF THESE PLANS AND "REFERENCE DETAILS" DOES NOT RELIEVE
<br />THE OWNER/DEVELOPER FROM COMPLIANCE WITH THE STORM WATER POLLUTION PREVENTION PLAN AS APPROVED BY THE
<br />STATE OF CALIFORNIA WATER RESOURCES CONTROL BOARD.
<br />7. ALL GRADING SHALL COMPLY WITH 2001 C.B.C. CHAPTER 18 AND APPENDIX CHAPTER 33.
<br />1. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL
<br />NEW DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING, EXCEPT WHERE OTHERWISE APPROVED. LEGEND
<br />ABBREVIATIONS
<br />SIEGFRIED
<br />3428 Brookside Road
<br />Stockton, California 95219
<br />209-943-2021
<br />Fax: 209-942-0214
<br />www.siegfriedeng.com
<br />CIVIL
<br />STRUCTURAL
<br />■ LANDSCAPE
<br />ARCHITECTURE
<br />■ SURVEYING
<br />■ PLANNING
<br />■ ATHLETIC
<br />FACILITY DESIGN
<br />REVISIONS
<br />No. Date Description
<br />SEWER:
<br />EXISTING
<br />PROPOSED(ONSITE)
<br />ABBREVIATION
<br />DESCRIPTION
<br />1.
<br />ALL WORK PERTAINING TO SANITARY SEWER SHALL BE IN CONFORMANCE WITH SAN JOAQUIN COUNTY STANDARD
<br />,---- 3.0 ----'
<br />GROUND CONTOUR
<br />3.0
<br />@
<br />AT
<br />SPECIFICATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL INFORMATION, DRAWINGS AND
<br />AB
<br />AGGREGATE BASE
<br />REQUIREMENTS FROM SAN JOAQUIN COUNTY NECESSARY TO BID AND COMPLETE THE WORK SHOWN ON THESE PLANS.
<br />AC
<br />ASPHALT CONCRETE
<br />11.93EC
<br />CONCRETE ELEVATION
<br />11.93C
<br />ADA
<br />AMERICANS WITH DISABILITIES ACT
<br />2.
<br />THE CONTRACTOR SHALL NOTIFY SAN JOAQUIN COUNTY 48 HOURS PRIOR TO BEGINNING ANY CONSTRUCTION.
<br />BC
<br />BEGINNING OF CURVE
<br />15.50EP
<br />PAVEMENT ELEVATION
<br />15.50P
<br />BLDG.
<br />BUILDING
<br />3.
<br />THE CONTRACTOR SHALL EXPOSE EXISTING SEWER LINES TO VERIFY LOCATION AND ELEVATION PRIOR TO PLACEMENT OF PIPE.
<br />15.50FL
<br />BOC
<br />BACK OF CURB
<br />15.50EFL
<br />FLOWLINE ELEVATION
<br />BW
<br />BACK OF WALK
<br />4.
<br />PIPE MATERIAL FOR SEWER PIPE 8"-15" WITH DEPTHS LESS THAN 18 FEET SHALL CONFORM TO ASTM 3034 SDR 26. PIPE
<br />COL
<br />COLUMN
<br />MATERIAL FOR PIPES 18" AND LARGER SHALL BE AWWA C905 PRESSURE PIPE.
<br />15.50EG
<br />GROUND ELEVATION
<br />15.50G
<br />C
<br />CONCRETE
<br />C,G, & SW
<br />CURB, GUTTER, AND SIDEWALK
<br />5.
<br />PRIOR TO THE START OF ANY GRADING OR CONSTRUCTION, THE CONTRACTOR SHALL PERFORM AN ACCEPTANCE TEST FOR
<br />15.50ETC
<br />15.00EFL
<br />TOP OF CURB/
<br />FLOWLINE ELEVATION
<br />15.50TC
<br />15.00FL
<br />CL
<br />CENTERLINE
<br />LEAKAGE ON (AND MAY BE REQUIRED TO T.V.) THE EXISTING SEWER WITHIN THIS PROJECT. UPON COMPLETION OF
<br />CB
<br />CATCH BASIN
<br />CONSTRUCTION, THE CONTRACTOR SHALL RETEST AND WILL BE REQUIRED TO T.V. THE SAME EXISTING SEWER. ANY INDICATED
<br />EASEMENT LINE
<br />- - - - - - - -
<br />CO
<br />CLEANOUT
<br />DAMAGE AND/OR LEAKAGE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. AND REPAIRED AT HIS EXPENSE. ALL WORK
<br />COS
<br />CITY OF STOCKTON
<br />AND TESTING IS THE RESPONSIBILITY OF THE CONTRACTOR, AND SHALL BE PERFORMED IN THE PRESENCE OF A SAN JOAQUIN
<br />PROPERTY & R/W LINE
<br />DIA
<br />DIAMETER
<br />COUNTY ENGINEER.
<br />DIP
<br />DUCTILE IRON PIPE
<br />PROJECT
<br />-
<br />CENTERLINE
<br />DWG
<br />DRAWING
<br />6.
<br />MARK ALL SEWER STUBS WITH 4" X4" XB' REDWOOD POSTS PAINTED GREEN AND BURIED HALFWAY. ADJUST ALL EXISTING
<br />TOP
<br />EC
<br />END OF CURVE
<br />SEWER MARKERS TO MINIMUM I' ABOVE FINISH GROUND.
<br />EL
<br />ELEVATION
<br />-
<br />TOE
<br />- -
<br />EP
<br />EXISTING PAVEMENT
<br />7.
<br />ALL CLEANOUTS WITHIN FUTURE DRIVEWAYS SHALL HAVE TRAFFIC RATED BOXES AND COVERS.
<br />ESMT
<br />EASEMENT
<br />- - - - - - - -
<br />EDGE OF PAVEMENT
<br />EX.
<br />EXISTING
<br />8.
<br />THE CONTRACTOR SHALL MAINTAIN ALL EXISTING SEWER FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL NEW SEWER
<br />FL
<br />FLOWLINE
<br />IMPROVEMENTS ARE IN PLACE AND FUNCTIONING, EXCEPT WHERE OTHERWISE APPROVED.
<br />0_�
<br />LIGHT POLE
<br />0_�
<br />FF
<br />FINISHED FLOOR
<br />FOC
<br />FACE OF CURB
<br />WATER FACILITIES:
<br />UTILITY POLE
<br />FH
<br />FIRE HYDRANT
<br />FTG
<br />FOOTING
<br />C_
<br />ANCHOR GUY
<br />a
<br />G
<br />GROUND
<br />SANGUINETTI
<br />1.
<br />THE CONTRACTOR SHALL CONTACT CAL WATER INSPECTOR 48 HOURS PRIOR TO COMMENCEMENT OF INITIAL WATER LINE
<br />GB
<br />GRADE BREAK
<br />CONSTRUCTION, AND BY 7:30 A.M. EACH DAY WORK ON WATER INSTALLATION OCCURS.
<br />CHAIN LINK FENCE
<br />HP
<br />HIGH POINT
<br />LANE FRONTAGE
<br />2.
<br />ALL FIRE HYDRANTS TO BE CLOW 860, LONG BEACH 430 OR APPROVED EQUAL.
<br />SIGN
<br />INV
<br />NVERONTAL
<br />IMPROVEMENTS
<br />STORM DRAIN LINE
<br />p
<br />LF
<br />LINEAL FEET
<br />3.
<br />THE LOCATIONS OF BLOWOFF HOUSINGS, ARV BOXES, AIR RELEASE VALVE ASSEMBLIES, AND STANDPIPES FOR AIR VALVES,
<br />L
<br />LEFT
<br />ARE APPROXIMATE AS SHOWN ON THE DRAWINGS. THESE FACILITIES SHALL BE INSTALLED IN ACCORDANCE WITH CAL WATER
<br />SS
<br />SANITARY SEWER LIONE
<br />MAX
<br />MAXIMUM
<br />STANDARD DETAILS. THE EXACT LOCATION OF THESE FACILITIES SHALL BE FIELD DETERMINED BY THE ENGINEER.
<br />MH
<br />MAINTENANCE HOLE
<br />W
<br />WATER LINE
<br />W
<br />MIN
<br />MINIMUM
<br />4.
<br />THE CONTRACTOR SHALL PROVIDE ACCESS TO UTILITY COMPANIES FOR MAINTENANCE AND WORK ON THEIR UTILITIES
<br />NO.
<br />NUMBER
<br />DURING THE COURSE OF THE WORK.
<br />FS
<br />FIRE SERVICE LINE
<br />FS
<br />NTS
<br />NOT TO SCALE
<br />P
<br />PAVEMENT
<br />5.
<br />HORIZONTAL AND VERTICAL BEND ANGLES ARE SHOWN FOR REFERENCE ONLY. BENDS MAY BE MADE USING COMBINATIONS
<br />�w�
<br />RAIN WATER LEADER LINE
<br />�
<br />PC
<br />POINT OF CURVATURE
<br />OF STANDARD FITTINGS AND JOINT DEFLECTION. MAXIMUM JOINT DEFLECTION SHALL NOT EXCEED 80% OF MANUFACTURERS
<br />❑
<br />FIRE HYDRANT
<br />®
<br />POC
<br />POINT OF CONNECTION
<br />1717 SANGUINETTI LN.
<br />RECOMMENDATIONS. FOR FLEXIBLE PIPE, HORIZONTAL AND VERTICAL CURVES TO BE GREATER THAN MANUFACTURERS
<br />pp
<br />POWER POLE
<br />STOCKTON, CA 95205
<br />SUGGESTED MINIMUM RADIUS:
<br />©
<br />BOLLARD
<br />©
<br />PT
<br />POINT
<br />8" = 200' R
<br />PUE
<br />PUBLIC UTILITY EASEMENT
<br />10" = 250' R
<br />O
<br />MAINTENANCE HOLE
<br />PVC
<br />POLYVINYL CHLORIDE
<br />12" = 300'R
<br />PL
<br />PROPERTY LINE
<br />❑
<br />STORM DRAIN JUNCTION BOX
<br />R
<br />RADIAL OR RADIUS
<br />WHERE APPLICABLE, THE ELEVATIONS AND SURVEY STAKEOUT INFORMATION SHALL CONTROL.
<br />CLEANOUT
<br />OO
<br />R/W
<br />RIGHT-OF-WAY
<br />QRQFESS/0
<br />MF,Q��
<br />RC
<br />ROLL -CURB
<br />��C� �K•
<br />6.
<br />THRUST BLOCKS SHALL BE PLACED IN ACCORDANCE WITH THE CAL WATER STANDARD SPECIFICATIONS AND ONLY UPONRCP
<br />WM
<br />WATER METER
<br />WM
<br />REINFORCED CONCRETE PIPE
<br />APPROVAL OF CAL WATER.
<br />RWL
<br />RAIN WATER LEADER
<br />r
<br />rriz
<br />FB IFP
<br />BACKFLOW PREVENTER
<br />BFP
<br />SD
<br />STORM DRAIN
<br />o. 7
<br />7.
<br />CONTRACTOR SHALL MAINTAIN A MINIMUM OF 36" COVER OVER ALL WATER LINES. CONTRACTOR TO NOTIFY DESIGN
<br />SF
<br />STORM FILTER
<br />Exp. 12/31/22
<br />ENGINEER IF THE EXISTING WATER LINE ELEVATIONS SHOWN ON THE PLANS DO NOT REFLECT ACTUAL FIELD CONDITIONS.
<br />®
<br />CURB INLET
<br />®
<br />SANITARY SEWERSAN
<br />��9�F civ
<br />SS
<br />JOAQUIN COUNTY
<br />D��P
<br />OF
<br />8.
<br />THE CONTRACTOR SHALL INSTALL MECHANICAL JOINT RESTRAINTS IN THE PLACE OF CONCRETE BLOCKS. IF CONCRETE
<br />®
<br />STORM DRAIN INLET
<br />®
<br />SL
<br />STREET LIGHT
<br />BLOCKS ARE TO BE USED, MODIFICATION OF THE PLANS TO DEPICT LOCATIONS SHALL BE SUBMITTED WITH SUPPORTING
<br />GATE VALVE
<br />D4
<br />SW
<br />SIDEWALK
<br />07/22/22
<br />CALCULATIONS TO CITY ENGINEER FOR APPROVAL. FIRE HYDRANTS SHALL BE INSTALLED USING RESTRAINED JOINTS AND
<br />SDJB
<br />STORM DRAIN JUNCTION BOX
<br />DATE SIGNED:
<br />SHALL NOT USE THRUST BLOCKS.
<br />❑E ❑E SLB
<br />ELECTRICAL PULL BOX
<br />SLB
<br />SDMH
<br />STORM DRAIN MAINTENANCE HOLE
<br />SSMH
<br />SANITARY SEWER MAINTENANCE HOLE
<br />SHEET TITLE
<br />9.
<br />MARK ALL WATER STUBS WITH 4" X4'X8' REDWOOD POSTS PAINTED BLUE AND BURIED HALFWAY. ADJUST ALL EXISTING WATER
<br />MARKERS TO MINIMUM I' ABOVE FINISH GROUND.
<br />❑
<br />ELECTRICAL TRANSFORMER
<br />❑
<br />STA
<br />STD
<br />STATION
<br />STANDARD
<br />ST
<br />STREET
<br />10.
<br />WATER SERVICES SHALL BE AS SHOWN ON THE PLANS.
<br />TC
<br />TOP OF CURB
<br />TI
<br />TRAFFIC INDEX
<br />11.
<br />CONNECTION TO EXISTING CAL WATER SERVICE WATER SYSTEM AND ANY PLANNED SHUTDOWN SHALL HAVE PRIOR
<br />0
<br />0
<br />TREE
<br />TW
<br />TOP OF WALL
<br />GENERAL NOTES
<br />APPROVAL OF THE CUSTOMER, THE CITY, AND THE COUNTY. CONTRACTOR TO PROVIDE A DETAILED PLAN WITH PLANNED
<br />TYP
<br />TYPICAL
<br />SERVICE OUTAGES FOR FINAL APPROVAL PRIOR TO COMMENCEMENT OF WORK.
<br />U.O.N.
<br />UNLESS OTHERWISE NOTED
<br />UV
<br />UNDERGROUND VAULT
<br />VAR
<br />VAR
<br />VC
<br />VERTICAL CURVE
<br />VERT
<br />VERTICAL
<br />W
<br />WATER
<br />WS
<br />WATER SERVICE
<br />Pro] Mgr AKM
<br />(W)
<br />WEST
<br />(E)
<br />EAST
<br />Drawn by ARM
<br />(S)
<br />SOUTH
<br />Date 07/22/2022
<br />(N)
<br />NORTH
<br />±
<br />PLUS OR MINUS
<br />Job No. 21172
<br />(L)
<br />LEFT SIDE OF ROAD
<br />(R)
<br />RIGHT SIDE OF ROAD
<br />SHEET:
<br />oci A
<br />2 OF: 9
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