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GENERAL NOTES
<br />1. SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE LATEST
<br />REQUIREMENTS OF CITY OF STOCKTON STANDARD SPECIFICATIONS AND
<br />PLANS, 1981 EDITION AND ALL AMENDMENTS THERETO TO DATE. ALL
<br />OTHER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE LATEST
<br />REQUIREMENTS OF COUNTY OF SAN JOAQUIN IMPROVEMENT STANDARDS
<br />AND STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, UNLESS
<br />OTHERWISE SPECIFIED.
<br />2. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
<br />RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE
<br />OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL
<br />PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY
<br />CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;
<br />AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD
<br />THE OWNER, ENGINEER, THE CITY AND THE COUNTY HARMLESS FROM
<br />ANY & ALL LIABILITIES, REAL OR ALLEGED, IN CONNECTION WITH THE
<br />PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR
<br />LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER
<br />OR THE ENGINEER,
<br />3. IT IS CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION
<br />OF ALL EXISTING FACILITIES.
<br />4. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD
<br />CHANGES MADE WITHOUT WRITTEN AUTHORIZATION FROM THE
<br />COUNTY ENGINEER.
<br />5. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, FLAGMEN,
<br />BARRICADES OR OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC
<br />SAFETY IN ACCORDANCE WITH THE CURRENT ISSUE OF `MANUAL OF
<br />TRAFFIC CONTROLS, WARNING SIGNS, LIGHTS AND DEVICES FOR USE
<br />IN PERFORMANCE OF WORK UPON HIGHWAYS' PUBLISHED BY THE
<br />STATE OF CALIFORNIA BUSINESS AND TRANSPORTATION AGENCY.
<br />6. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL AND
<br />STATE SAFETY AND LABOR CODES.
<br />7. CONTRACTOR SHALL LOCATE AND PRESERVE ALL FACILITIES
<br />INCLUDING GAS, WATER, IRRIGATION, POWER, TELEPHONE AND
<br />OTHERS WHICH MAY BE IN AREA OF CONSTRUCTION. RESPECTIVE
<br />UTILITY COMPANIES AND THE COUNTY OF SAN JOAQUIN SHALL BE NOTIFIED
<br />48 HOURS IN ADVANCE OF COMMENCEMENT OF ANY WORK.
<br />8. THE CONTRACTOR SHALL DETERMINE AND BE RESPONSIBLE FOR THE
<br />PROPER WELL PLACEMENTS TO DEWATER AREA FOR TRENCHING, IF
<br />REQUIRED.
<br />9. THE COUNTY OF SAN JOAQUIN, CITY OF STOCKTON AND ASSOCIATED
<br />UTILITY COMPANIES AND RESIDENCES TO BE AFFECTED SHALL BE
<br />NOTIFIED IMMEDIATELY UPON ANY UTILITY SERVICE DISRUPTION OTHER
<br />THAN THAT SPECIFIED ON THESE PLANS, AND A 24 HOUR NOTICE FOR
<br />ANY PLANNED DISRUPTION.
<br />10. EXACT LOCATIONS OF ALL IMPROVEMENTS ARE TO BE DETERMINED
<br />BY THE ENGINEER PRIOR TO ACTUAL CONSTRUCTION AND NO
<br />CHANGES TO SEWER LOCATION SHALL BE MADE WITHOUT CITY OF
<br />STOCKTON APPROVAL.
<br />11. THE FACT THAT ANY UNDERGROUND FACILITY IS NOT SHOWN ON
<br />THESE PLANS SHALL NOT RELIEVE THE CONTRACTOR OF HIS
<br />RESPONSIBILITY TO PROTECT THE FACILITIES. IT SHALL BE THE
<br />CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THE LOCATION OF
<br />ALL UNDERGROUND IMPROVEMENTS OR FACILITIES WHICH MAY BE
<br />SUBJECT TO DAMAGE BY REASON OF HIS OPERATIONS. THE
<br />LOCATIONS OF EXISTING UNDERGROUND FACILITIES THAT ARE
<br />SHOWN, ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE
<br />CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
<br />EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO
<br />BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
<br />BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND
<br />PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
<br />12. DUST SHALL BE CONTROLLED, AS PER SECTION 10 OF THE STANDARD
<br />SPECIFICATIONS OF THE STATE OF CALIFORNIA, AT ALL TIMES
<br />PRIOR TO COUNTY OF SAN JOAQUIN ACCEPTANCE.
<br />13. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE COUNTY OF
<br />SAN JOAQUIN DEPARTMENT OF PUBLIC WORKS, CITY OF STOCKTON OF ANY
<br />APPLICABLE AGENCIES PRIOR TO COMMENCEMENT OF WORK WITHIN
<br />EXISTING COUNTY ROADWAYS OR WORK ON CITY UTILITIES.
<br />14. CONTRACTOR SHALL SECURE A TRENCH PERMIT FROM THE CALIFORNIA
<br />DIVISION OF INDUSTRIAL SAFETY PRIOR TO EXCAVATION OF ANY
<br />TRENCH OVER FIVE FEET IN DEPTH.
<br />15. ASPHALT CONCRETE SHALL BE PLACED ONLY WHEN THE ATMOSPHERIC
<br />TEMPERATURE IS ABOVE 50 DEGREES FARENHEIT.
<br />16. ALL TRAFFIC SIGNS AND MARKINGS SHALL CONFORM TO THE MANUAL
<br />OF UNIFORM TRAFFIC DEVICES AND SAN JOAQUIN COUNTY STANDARDS
<br />AND AS SHOWN ON THE PLANS.
<br />17. PRIOR TO ACCEPTANCE OF IMPROVEMENTS, STREET LIGHTS SHALL
<br />BE INSTALLED AND ENERGIZED. P.G. AND E. WILL MAINTAIN ALL
<br />STREET LIGHTS AND STANDARDS UPON ACCEPTANCE OF PROJECT AS
<br />COMPLETE.
<br />PEN SURVEY
<br />4�1" O r -m x==11 ANY
<br />801 17th MIM, SUITE T. NODESTO, CA. 85554
<br />PH: (209) 526-9724 FX: (209) 526-0472
<br />18. ALL DISTANCES AND MEASUREMENTS ARE GIVEN AND WILL BE MADE
<br />IN A HORIZONTAL PLANE. GRADES ARE GIVEN FROM THE TOP OF
<br />STAKES OR NAILS, UNLESS OTHERWISE SPECIFIED.
<br />19. ALL CONSTRUCTION STAKES SHALL BE SET ONE TIME ONLY. THE
<br />CONTRACTOR SHALL PRESERVE ALL STAKES AND POINTS SET FOR
<br />LINES, GRADES, OR MEASUREMENTS OF THE WORK IN THEIR PROPER
<br />PLACES UNTIL AUTHORIZED TO REMOVE THEM BY THE ENGINEER. ALL
<br />EXPENSES INCURRED IN REPLACING STAKES THAT HAVE BEEN REMOVED
<br />WITHOUT PROPER AUTHORITY SHALL BE PAID FOR BY THE GENERAL
<br />CONTRACTOR.
<br />20. ALL EXCESS DIRT SHALL BE REMOVED FROM THE JOSSITE AS DIRECTED
<br />BY THE ENGINEER.
<br />21. VOIDS LEFT BY THE REMOVAL OF TREE STUMPS, PIPELINES, OR
<br />OTHER OBSTACLES SHALL BE CLEARED OF UNDESIRABLE DEBRIS AND
<br />BACKFILLED AND COMPACTED TO 90% RC PRIOR TO ROUGH GRADING.
<br />WHERE TOTAL FILLS (VOID BACKFILL) EXCEED 1.00 FEET IN DEPTH,
<br />`ENGINEERED FILL' SHALL BE REQUIRED.
<br />22. RESPECTIVE CONTRACTORS SHALL OBTAIN ALL REQUIRED PERMITS
<br />PRIOR TO COMMENCEMENT OF WORK. ANY AND ALL PERMIT COSTS
<br />SHALL BE INCLUDED IN CONTRACTORS' BIDS.
<br />23. WHERE THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF THE
<br />WORK IN GENERAL TERMS, BUT NOT IN COMPLETE DETAIL, IT 1S
<br />UNDERSTOOD THAT ONLY THE BEST GENERAL ENG'G PRACTICE IS TO
<br />PREVAIL AND THAT ONLY MATERIALS AND WORKMANSHIP OF THE
<br />FIRST QUALITY ARE TO BE USED.
<br />24. DEPT OF PUBLIC WORKS OF THE COUNTY AND CITY OF STOCKTON SHALL
<br />BE NOTIFIED AT LEAST 24 HOURS IN ADVANCE OF ANY WORK AND
<br />FOR ALL INSPECTION REQUESTS.
<br />25. UNLESS OTHERWISE STATED, ALL STATIONS INDICATED ON THE
<br />TRACT NUMBER 2616, SUBDIVISIONS OF
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />29. BENCH MARK - CITY OF STOCKTON MONUMENT 6S - T2 AT
<br />INTERSECTION OF WALKER AND MAIN STREET, ELVATION 31.36.
<br />30. THE CONTRACTORS SHALL CONTACT WALT NICHOLS (937-8279) OF THE
<br />CITY OF STOCKTON FOR A PRECONSTRUCTION CONFERENCE.
<br />31. AFTER THE SANITARY SEWER PIPE HAS BEEN LAID AND BACKFILLED,
<br />A LOW PRESSURE AIR TEST SHALL BE MADE ON EACH SECTION OF PIPE
<br />BETWEEN MANHOLES. THE PRESSURE TEST SHALL BE CONDUCTED AS
<br />PRESCRIBED BY THE CITY ENGINEER AND SHALL MEET AIR PRESSURE LOSS
<br />PER TIME PERIOD IN ACCORDANCE WITH CITY OF STOCKTON STANDARD
<br />SPECIFICATIONS. SHOULD ANY TEST ON ANY SECTION OR PRPELINE DISCLOSE
<br />AN AIR LOSS GREATER THAN THAT PERMITTED, THE CONTRACTOR SHALL,
<br />AT HIS OWN COST, LOCATE AND REPAIR THE DEFECTIVE JOINTS OR PIPE AND
<br />RETEST UNTIL THE AIR LOSS IS WITHIN THE SPECIFIED ALLOWANCE. CONTRACTOR
<br />SHALL CARRY OUT A TV INSPECTION AND PRESENT A COPY OF THE TAPE TO THE
<br />CITY. ANY DEFECTS FOUND IN THE TV INSPECTION TAPE SHALL BE REPAIRED BY THE
<br />THE CONTRACTOR, PRIOR TO CONSTRUCTION OF THE 15tRt.I1T FAVF_MENT.
<br />SERVICE DISTRICT OR AGENCY
<br />ELECTRICITY: P.G.& E.
<br />GAS SERVICE: P.G.& E.
<br />TELEPHONE: PACIFIC BELL
<br />STORM DRAINAGE: SAN JOAQUIN COUNTY
<br />SANITARY SERVICE: CITY OF STOCKTON
<br />WATER SERVICE: CALIFORNIA WATER SERVICE COMPANY
<br />STREET LIGHTING: BURKETT GARDENS STREET LIGHTING MAINT. DIST.
<br />FIRE SERVICE: EASTSIDE FIRE DISTRICT
<br />CABLE TV CONTINENTAL CABLEVISION
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<br />CAFFESE
<br />IMPROVEMENT PLANS ARE IN REFERENCE TO THE CENTERLINE OF
<br />SHEET INDEX
<br />POLE
<br />-I- OPP
<br />POWER
<br />POLE W/ GUY ANCHOR
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<br />THE STREET. ALL STATIONS ON THE CURBS ARE PERPENDICULAR
<br />(AS NOTED) 15oW H -P.5.
<br />SSMH ®
<br />SANITARY SEWER MANHOLE
<br />SDMH
<br />STORM
<br />DRAIN MANHOLE
<br />MHCB 0
<br />TO OR RADIALLY OPPOSITE CENTERLINE STATIONS, UNLESS
<br />1.
<br />COVER SHEET
<br />BASIN WITH SLOTTED LID
<br />CB ®
<br />4
<br />BASIN
<br />OTHERWISE NOTED.
<br />2•
<br />GRADING AND DRAINAGE
<br />WATER
<br />GATE VALVE
<br />�
<br />3
<br />SERVICE METER & BOX (AS
<br />26. THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT
<br />3.
<br />WATER, SEWER AND STREET LIGHTS
<br />0c.0.
<br />SEWER
<br />SERVICE CLEANOUT
<br />•L.H.
<br />'U.S.A.' AT 1--800-642-2444 PRIOR TO TRENCHING, EXCAVATING,
<br />4,
<br />EAST MAIN STREET
<br />LINE BLOWOFF & BOX
<br />•B.F.D.
<br />WATER
<br />2
<br />GRADING, ETC. FOR UNDERGROUND CLEARANCE.
<br />5.
<br />DEL MAR AVENUE STA. 0+00 - 5+00)
<br />1
<br />27. RECORD DRAWINGS ("AS --BUILT") TO BE PROVIDED BY THE ENGINEER
<br />6.
<br />DEL MAR AVENUE STA. 5+00 10+00)
<br />PRIOR TO FINAL ACCEPTANCE OF THE SEWER IMPROVEMENTS.
<br />7.
<br />DEL MAR AVENUE STA. 10+00 - 17+00)
<br />STREET
<br />28. PROVISIONS SHALL BE MADE FOR REMOVAL OF THE BARRICADE UPON
<br />8.
<br />STORM DRAIN FROM DEL MAR TO CAFESSE
<br />MAIN
<br />DEMAND BY THE COUNTY, INCLUDING SECURITY TO ENSURE ITS REMOVAL.
<br />9.
<br />CAFFESE DRIVESTA. 0+00 - 6+00)
<br />(STA.
<br />ADJACENT PROPERTY OWNERS SHALL BE GIVEN NOTICE OF THE TEMPORARY
<br />10.
<br />CAFFESE DRIVE 6+00 -- WALKER LN.)
<br />NATURE OF THE BARRICADE AND THE PROVISIONS FOR REMOVAL IN THE FUTURE.
<br />11.
<br />HORNER AVENUE
<br />SITE PLAN
<br />12.
<br />ROAD STRIPING PLAN
<br />13.
<br />STRUCTURAL CROSS-SECTIONS & LOT GRADING DETAIL
<br />14.
<br />DIVERSION MANHOLE AT ORO STREET & SEWAGE LIFT STATION
<br />IMPROVEMENT PLAN LEGEND
<br />JOAUIN STANDARDS
<br />20.-iCITY A
<br />F STOCKTONO TUNTY ANDARDS
<br />EXISTING: PROPOSED: EXISTING:
<br />PROPOSED: EXISTING: PROPOSED:
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<br />- APPROVED BY - EASTSIDE FIRE DISTRICT
<br />SAN JOAQUIN COUNTY FIRE WARDEN APPROVED BY
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<br />DATE nATE
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<br />PROPERTY CORNER / MONUMENTATION
<br />TELEPHONE SERVICE TERMINAL PEDESTAL
<br />TRAFFIC SIGN
<br />PROPERTY LINE
<br />WATER LINE
<br />SEWER LINE
<br />STORM DRAIN LINE
<br />GAS LINE
<br />POWER LINE
<br />TELEPHONE LINE
<br />PUBLIC UTILITY EASEMENT
<br />CENTERLINE OF ROADWAY
<br />EDGE OF A/C PAVING
<br />DIRECTION OF DRAINAGE SWALE
<br />DRAINAGE SWALE
<br />FENCELINE (AS NOTED)
<br />CURB, GUTTER & SIDEWALK
<br />DRIVEWAY
<br />CURB & GUTTER CATCH BASIN
<br />CONFORM PAVEMENT
<br />RESTRICTED ACCESS
<br />Opp
<br />MOPP
<br />SSMH
<br />SDMH
<br />MHCB 0
<br />CB
<br />D4
<br />® W.S.
<br />0c.0.
<br />O L.H.
<br />®8.0.
<br />OB.F.D.
<br />COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF PUBLIC WORKS
<br />APPROVED: DATE: d
<br />RCE NO.: 2125$
<br />' EXP. DATE: 9/30/97
<br />DIRECTOR 0 PURL C WORKS
<br />•PP
<br />POWER
<br />POLE
<br />-I- OPP
<br />POWER
<br />POLE W/ GUY ANCHOR
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<br />ELECTROLIER
<br />(AS NOTED) 15oW H -P.5.
<br />SSMH ®
<br />SANITARY SEWER MANHOLE
<br />SDMH
<br />STORM
<br />DRAIN MANHOLE
<br />MHCB 0
<br />STORM
<br />DRAIN MANHOLE & CATCH
<br />BASIN WITH SLOTTED LID
<br />CB ®
<br />CATCH
<br />BASIN
<br />FIRE HYDRANT
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<br />WATER
<br />GATE VALVE
<br />®W'S'
<br />WATER
<br />SERVICE METER & BOX (AS
<br />NOTED)
<br />0c.0.
<br />SEWER
<br />SERVICE CLEANOUT
<br />•L.H.
<br />SANITARY SEWER LAMPHOLE
<br />fB.O.
<br />WATER
<br />LINE BLOWOFF & BOX
<br />•B.F.D.
<br />WATER
<br />LINE BACKFLOW DEVICE
<br />7+00 STATION
<br />DEPARTMENT OF PUBLIC WORKS
<br />CITY OF STOCKTON, CALIFORNIA
<br />AS TO NEW SANITARY SEWZR.
<br />APPROVED BY: DATE:8
<br />l6"`GITY ENUINI=�F2, S I OGK I-QN, GA,.
<br />REVIEWED
<br />AS TO NEW SANITARY SEWER
<br />ACCEPTABLE TO: DATE: Z 2Z 94
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<br />ASST. DIR. MUNICIPAL UTILITIES/EM
<br />OcO�1
<br />GJ�otKGRADE ELEVATION
<br />G F
<br />IA,)CONCRETE VALLEY GUTTER WITH
<br />4� FLOWLINE ELEVATION
<br />TC 103.87 TC 103.87
<br />FL�7FL�7
<br />TOP OF CONCRETE CURB & FLOWLINE
<br />ELEVATION
<br />BOW BOW
<br />103.97 103.97
<br />BACK OF SIDEWALK ELEVATION
<br />RIM 123.08 RIM 123.08
<br />INV 117.90 INV 117.90
<br />MANHOLE RIM & INVERT ELEVATION
<br />FF 142.83 PROPOSED FINISHED FLOOR & GRADED
<br />PAD 142.16 PAD ELEVATION (AS NOTED)
<br />GENERAL INFORMATION
<br />LIGtiRIAN VILLAGE
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />J I i\UL I UI\L
<br />VICINYTY MAP
<br />( N O T T O S C A L E)
<br />1 ? OWENs DESIGN CONSULTANTS
<br />23570 So. Olive Avenue
<br />Ripon, CA. 95366
<br />(2 9) 599-5224
<br />CA: 800-642-2444
<br />mNV: 800-227-2600
<br />ALL: H: NTS JUb NU.
<br />V: NTS 9259
<br />AWN DLJ DATE 822/95
<br />DLH
<br />CHECKED i
<br />AS --BUILT 20
<br />3$866
<br />m
<br />
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