|
SEE TECHNICAL SPECIFICATI❑NS FOR AGGREGATE BASE AND ASPHALT CONCRETE
<br />TO BE C❑NST,
<br />LEGEND
<br />DESCRIPTI❑N
<br />EXISTING
<br />OO
<br />MONUMENT FRAME & COVER
<br />O
<br />D.I.P.
<br />DUCTILE IRON PIPE
<br />CATCH BASIN
<br />C.L.
<br />CENTERLINE
<br />-
<br />-
<br />EP
<br />EDGE OF PAVEMENT
<br />(N)
<br />NORTH
<br />(S)
<br />CURB, GUTTER & SIDEWALK
<br />(E)
<br />EAST
<br />(W)
<br />WITH HANDICAP RAMP
<br />— — — —
<br />FLOW LINE
<br />AGGREGATE BASE
<br />FIRE HYDRANT
<br />INV.
<br />INVERT
<br />SURVEY MONUMENT
<br />f
<br />S.P.N.
<br />DRIVEWAY
<br />Z S =
<br />SANITARY SEWER MAINTENANCE HOLE
<br />TC
<br />TOP OF CURB
<br />FENCE
<br />TYPICAL
<br />TBM
<br />A. 1* 1* A, w
<br />100 WATT ELECTROLIER
<br />0_0
<br />�- pp
<br />UTILITY POLE
<br />--o-PP
<br />RIGHT -❑F -WAY
<br />TELEPHONE CABLE
<br />—T— —
<br />T
<br />TV
<br />CABLE TELEVISION
<br />— —T V— —
<br />8' W —
<br />WATER LINE –
<br />–28 } –
<br />WATER VALVE
<br />WATER BLOWOFF
<br />— --0
<br />FH
<br />FIRE HYDRANT
<br />WATER SERVICE
<br />— —�— —
<br />FYI
<br />WATER METER
<br />12'S
<br />SEWER LINE —
<br />—=I 2S —
<br />SANITARY MAINTENANCE HOLE
<br />0
<br />SANITARY MAIN CLEAN OUT
<br />— __x
<br />SEWER LATERAL-
<br />24'D�--
<br />STORM DRAIN LINE —
<br />—=2 4'D —
<br />STORM MAINTENANCE HOLE
<br />O
<br />CURB INLET OR CATCH BASIN
<br />E�
<br />GAS LINE
<br />G
<br />G
<br />G-/4
<br />GAS VALVE
<br />G -P^_
<br />19.8
<br />PAD GRADE
<br />GRADING NOTES,
<br />1, LUMIUM BID FOR GRADING AND LAND STABILIZATION SHALL INCLUDE EXCAVATION
<br />AND `ILL OF PAVED AREAS WITHIN THE SITE AND ANY EXCESS EXCAVATION SHALL
<br />BE DISPOSED OF BY THE CONTRACTOR.
<br />2. EARTHWORK: THE CONTRACTOR SHALL EXCAVATE, FILL AND GRADE THE PROJECT SITE
<br />IN ORDER THAT SITE IMPROVEMENTS CAN BE CONSTRUCTED TO THE GRADES AND
<br />SLOPES SHOWN ON THESE PLANS, ALTHOUGH NO ATTEMPT HAS BEEN MADE TO
<br />BALANCE EARTH CUT AND FILL QUANTITIES, DUE TO THE APPROXIMATIONS OF
<br />EXISTING GRADES AND OTHER CONDITIONS NOT PRECISELY KNOWN THE ENGINEER
<br />DOES NOT GUARANTEE THAT SUCH CUT AND FILL QUANTITIES WILL BALANCE, AS
<br />EARTH WORK OPERATIONS PROGRESS, MINOR ADJUSTMENTS IN GRADES MAY BE MADE
<br />IN ORDER TO BRING THE CUT AND FILL QUANTITIES MORE IN BALANCE, BUT SUCH
<br />CHANGES CAN ONLY BE MADE AFTER APPROVAL OF THE OWNER AND THE ENGINEER,
<br />THE COST OF SUCH ADJUSTMENTS SHALL BE PAID BY THE CONTRACTOR AND NO
<br />EXTRA PAYMENT WILL BE ALLOWED, ANY SURPLUS EARTH MATERIAL SHALL BE
<br />DISPOSED OF AS DIRECTED BY THE ENGINEER AT THE CONTRACTOR'S EXPENSE.
<br />ANY ADDITIONAL EARTH MATERIAL NEEDED TO COMPLETE THE ONSITE GRADING SHALL
<br />BE PROVIDED AND PAID FOR BY THE CONTRACTOR, ANY FILL PLACED SHALL BE
<br />PROPERLY COMPACTED AS REQUIRED BY THE PLANS AND THESE SPECIFICATI❑N&
<br />A. EARTH FILL TO ESTABLISH PAVED AREA SUBGRADE SHALL BE
<br />COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 90% EXCEPT
<br />THAT THE AREA WITHIN 6' BELOW SUBGRADE SHALL BE COMPACTED TO A
<br />MINIMUM RELATIVE COMPACTION OF 95%
<br />B. EARTH FILL TO ESTABLISH FINISHED GRADE OUTSIDE THE PAVED AREAS
<br />SHALL BE COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 80%
<br />C. FILL AND COMPACTION IN THE BUILDING AREA SHALL BE IN
<br />ACCORDANCE WITH THE UNIFORM BUILDING CODE.
<br />CONTRACTOR TO PERFORM COMPACTION TESTS TO CONFORM TO SECTION 2(A -C)
<br />3. ALL GRADING SHALL COMPLY WITH 1997 U,B,C, CHAPTER 18 AND APPENDIX CHAPTER 33.
<br />4, NO SLOPE SHALL BE STEEPER THAT 2 HORIZONTAL TO 1 VERTICAL.
<br />5, REFER TO GEOTECHNICAL INVESTIGATION REPORT BY KLEINFELDER (FILE NO. 20-3470-01)
<br />TO DETERMINE LOT GRADING, SITE PREPARATION AND FOUNDATION RECOMMENDATION,
<br />SANITARY SEWER ONLY
<br />Agee ED
<br />200L
<br />FINBARR J. O'REGAN, CITY ENGIN
<br />CITY OF STOCKTON
<br />COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF PUBLIC WORKS
<br />APPROVED ,i�lL ilii_<�
<br />SENIOR CIVIL ENGINEER DATE
<br />R.C.E. NO. 33 17 Z EXP, DATE:
<br />COUNTY OF SAS� JOAQUIN
<br />DEPARTMENT MFjPUBLIC WORKS
<br />APPROVED
<br />DIRECT F PUBLIC WORKS DATE
<br />R.C,E. NO, 2:rjt/ EXP. DATE:
<br />APPROVED 200 s
<br />STEVE DALTON
<br />SAN JOAQUIN FIRE BUREAU OF FIRE PROTECTION
<br />APPROVED BY, MONTtZUMA FIRE DISTRICT
<br />SIGNATURE DATE
<br />APPROVED �' �, �� k 200–
<br />CALIFORNIA WATER SERVICE
<br />REFER TO CALIFORNIA WATER SERVICE PLAN
<br />(FACILITIES -STK 8191)
<br />DESCRIPTION
<br />MICHAEL ESTATES IMPROVEMENT PLANS
<br />CHARTER WAY
<br />W
<br />LJ
<br />3 �
<br />EIGHTH`
<br />STREET
<br />BENCHMARK
<br />NO. 175
<br />� U
<br />E7
<br />ED T.B.M. O_
<br />E $ THIRTEENTH ST,
<br />SIT
<br />Q IMICHAEL AVE.
<br />RALPH AVE, Fz
<br />—DUCK G
<br />VICINITY MAP
<br />NOT TO SCALE
<br />•
<br />.•
<br />ellikKi
<br />A.C.
<br />ASPHALTIC CONCRETE
<br />A.B.
<br />AGGREGATE BASE
<br />C,B,
<br />CATCH BASIN
<br />C.L.
<br />CENTER LINE
<br />CONST.
<br />CONSTRUCT
<br />C.D.s.
<br />CITY OF STOCKTON
<br />(N)
<br />NORTH
<br />(S)
<br />SOUTH
<br />(E)
<br />EAST
<br />(W)
<br />WEST
<br />F.L.
<br />FLOW LINE
<br />F.H.
<br />FIRE HYDRANT
<br />INV.
<br />INVERT
<br />SDMH
<br />STORM DRAIN MAINTENANCE HOLE
<br />S.P.N.
<br />STANDARD PLAN NUMBER
<br />SSMH
<br />SANITARY SEWER MAINTENANCE HOLE
<br />TC
<br />TOP OF CURB
<br />(TYP.)
<br />TYPICAL
<br />TBM
<br />TEMPORARY BENCHMARK
<br />BM
<br />BENCHMARK
<br />D.I.P.
<br />DUCTILE IRON PIPE
<br />R.O.W.
<br />RIGHT -❑F -WAY
<br />N.T.S.
<br />NOT TO SCALE
<br />CITY OF STOCKT❑N—SANITARY SEWER N❑TES1
<br />1, SANITARY SEWER IMPROVEMENTS SHOWN SHALL BE CONSTRUCTED IN
<br />STRICT ACCORDANCE WITH THE CITY OF STOCKTON STANDARD
<br />SPECIFICATIONS AND PLANS, 2002 EDITION, AND AMENDMENTS TO DATE,
<br />SANITARY SEWER LINE WORK SHALL BE DONE UNDER THE INSPECTION
<br />OF THE CITY OF STOCKTON PUBLIC WORKS DEPARTMENT OR BUILDING
<br />DEPARTMENT, TRENCHING AND BACKFILL SHALL BE DONE UNDER THE
<br />INSPECTION OF THE CITY OF STOCKTON AND SAN JOAQUIN COUNTY
<br />AND SHALL COMPLY WITH THE SAN JOAQUIN COUNTY STANDARDS.
<br />2. THE CONTRACTOR SHALL CONTACT KEN MOECKEL AT 937-8381 AT
<br />THE CITY OF STOCKTON AND SAN JOAQUIN COUNTY REPRESENTATIVE
<br />FOR A PRECONSTRUCTION CONFERENCE 72 HRS IN ADVANCE.
<br />3. CONTRACTOR TO OBTAIN PERMIT FROM THE CITY OF STOCKTON FOR
<br />CONSTRUCTION OF THE SANITARY SEWER IMPROVEMENTS.
<br />1. STORM DRAINAGE1 SAN JOAQUIN COUNTY
<br />2. STREET LIGHTING: ASH STREET LIGHTING MAINTENANCE DISTRICT
<br />3. ELECTRICITY: P•G.&E,
<br />4, NATURAL GAS: P,G,&E.
<br />5. TELEPHONE: PACIFIC BELL
<br />6. SANITARY SEWER: CITY OF STOCKTON
<br />7. WATER; CALIFORNIA WATER SERVICE COMPANY
<br />UNAUTHORIZED CHANGES AND USES,
<br />THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR
<br />LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL
<br />CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY
<br />THE PREPARER OF THESE PLANS.
<br />H
<br />z
<br />W N0. 14,269
<br />K EXPIRES. 3-31-2005
<br />COUNTY APPROVAL WONG ENGINEERS, INC,
<br />APPROVED BY DATE I ' g PLANNING ENGINEERING SURVEYING
<br />}`J{ 4578 FEATHER RIVER DRIVE, SUITE A
<br />STOCKTON, CALIFORNIA
<br />(209)476-0011
<br />OF CA\-\
<br />V
<br />B -Il -o3
<br />800-227-2600
<br />�, 48 HOURS PR/OR TO WORK
<br />GENERAL N❑TESi
<br />1. ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH COUNTY OF
<br />SAN JOAQUIN STANDARD SPECIFICATION AND PLANS, 1997 EDITION, AND ALL
<br />AMENDMENTS THERETO TO DATE. ALL WORK SHALL BE DONE UNDER THE
<br />INSPECTION OF THE COUNTY OF SAN JOAQUIN DEPARTMENT OF PUBLIC WORKS OR
<br />BUILDING DEPARTMENT.
<br />2, ELEVATIONS SHOWN ARE 1929 NGVD DATUM (CITY OF STOCKTON BENCHMARK),
<br />BENCHMARK IS AS SHOWN ON SHEET 2.
<br />3, DRAWING NUMBERS SHOWN ON PLAN REFER TO COUNTY OF SAN JOAQUIN STANDARD
<br />DETAILS.
<br />4, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FROM DAMAGE ALL
<br />EXISTING IMPROVEMENTS THAT ARE TO REMAIN, SUCH IMPROVEMENTS THAT ARE
<br />DAMAGED BY THE CONTRACTOR, SHALL BE REPLACED AT HIS EXPENSE.
<br />5. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE COUNTY OF SAN
<br />J❑AQUIN PUBLIC WORKS DEPARTMENT, AND SHALL NOTIFY COUNTY 24 HOURS IN
<br />ADVANCE OF PERFORMING ANY WORK REQUIRED WITHIN THE PUBLIC RIGHT -❑F -WAY,
<br />6. WORK IN STREET RIGHT-OF-WAY IS SUBJECT T❑ THE APPROVAL AND ACCEPTANCE OF
<br />THE COUNTY OF SAN JOAQUIN PUBLIC WORKS DEPARTMENT,
<br />7, CONTRACTOR SHALL DEMOLISH, EXCAVATE, REMOVE AND DISPOSE OF ANY EXISTING
<br />CONCRETE OR ASPHALT CONCRETE PAVING, CONCRETE CURB, GUTTER AND SIDEWALK
<br />AND DELETERIOUS MATERIAL AS REQUIRED TO CONSTRUCT THE CONTRACT WORK, ALL
<br />EXCESS MATERIAL GENERATED BY DEMOLITION, EXCAVATION AND GRADING SHALL BE
<br />DISPOSED OF BY THE CONTRACTOR,
<br />8. EXCAVATION OF 5' OR MORE IN DEPTH WILL REQUIRE AN EXCAVATION PERMIT FROM
<br />THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL SAFETY.
<br />9. THE PRICE BID FOR THIS WORK SHALL INCLUDE THE COST FOR ANY AND ALL
<br />PERMITS REQUIRED TO COMPLETE THE PROJECT WORK.
<br />10, EXISTING UTILITIES ARE SHOWN AS THEY ARE BELIEVED TO EXIST. THE OWNER
<br />AND THE ENGINEER D❑ NOT ACCEPT RESPONSIBILITY FOR THEIR ACCURACY, PRIOR
<br />TO COMMENCING ANY WORK, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
<br />LOCATE THE EXISTING MAIN AND SERVICE LINES.
<br />11. PAYMENT FOR PAVEMENT WILL BE MADE ONLY FOR AREAS SHOWN ON THE PLANS.
<br />REPLACEMENT OF PAVEMENT WHICH IS BROKEN OR CUT IN THE INSTALLATION OF THE
<br />WORK COVERED IN THESE SPECIFICATIONS, AND WHICH LIES OUTSIDE OF SAID
<br />AREAS, SHALL BE INCLUDED IN THE CONTRACTOR'S UNIT PRICE OF PAVEMENT, AND
<br />NO ADDITIONAL PAYMENT SHALL BE MADE FOR SUCH WORK.
<br />12. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
<br />FOR JOBSITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,
<br />INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT
<br />SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND
<br />THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, COUNTY
<br />AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN
<br />CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR
<br />LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER,
<br />13, WE CALL YOUR ATTENTION TO: SECTION 1540(a)(1) OF THE CONSTRUCTION
<br />SAFETY ORDERS (TITLE 8 CALIFORNIA ADMINISTRATION CODE SECTION 1540),
<br />ISSUED BY THE OCCUPATIONAL SAFETY AND HEALTH STANDARDS, BOARD PURSUANT
<br />TO THE CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ACT OF 1973, AS
<br />AMENDED, WHICH STATESI 'PRIOR TO OPENING AN EXCAVATION, EFFORT SHALL BE
<br />MADE TO DETERMINE WHETHER UNDERGROUND INSTALLATIONS; I,E, SEWER, WATER,
<br />FUEL, ELECTRIC LINES, ETC, WILL BE ENCOUNTERED AND, IF SO, WHERE SUCH
<br />UNDERGROUND INSTALLATIONS ARE LOCATED. WHEN THE EXCAVATION APPROACHES
<br />THE APPROXIMATE LOCATION OF SUCH INSTALLATION, THE EXACT LOCATION SHALL
<br />BE DETERMINED BY CAREFUL PROBING OR HAND DIGGING, AND WHEN IT IS
<br />UNCOVERED, ADEQUATE PROTECTION SHALL BE PROVIDED FOR THE EXISTING
<br />INSTALLATI❑N, ALL KNOWN OWNERS OF UNDERGROUND FACILITIES IN THE
<br />AREA CONCERNED SHALL BE ADVISED OF PROPOSED WORK AT LEAST 48 HOURS
<br />PRIOR TO THE START OF ACTUAL EXCAVATI❑N',
<br />14, PRIOR TO FINAL INSPECTION CONTRACTOR SHALL SUBMIT AS -BUILT INFORMATION
<br />FOR ANY CHANGES TO WONG ENGINEERS, INC,
<br />15. DUST CONTROL SHALL BE PERFORMED AT ALL TIMES, AT THE CONTRACTOR'S EXPENSE,
<br />TO MINIMIZE ANY DUST NUISANCE AND SHALL BE IN ACCORDANCE WITH SECTION 10 OF
<br />CALTRANS STANDARD SPECIFICATIONS AND THE REQUIREMENTS OF SAN JOAQUIN COUNTY.
<br />THE CONTRACTOR SHALL OBTAIN A PERMIT OR PERMISSION FROM THE CALIFORNIA WATER
<br />SERVICE COMPANY FOR USE OF WATER FROM FIRE HYDRANTS FOR CONSTRUCTION
<br />PURPOSES. THE PERMIT OR APPROVAL SHALL BE APPROVED BY THE FIRE DEPARTMENT.
<br />16, A TRAFFIC CONTROL PLAN (TCP) SHALL BE SUBMITTED TO AND DEEMED ACCEPTABLE BY
<br />COUNTY PRIOR TO START OF WORK. THIS SHALL ADDRESS ALL PHASES OF WORK, WHICH
<br />WILL IMPACT PUBLIC TRAFFIC. CONFORMANCE WITH THE TCP SHALL BE MAINTAINED AT ALL
<br />TIMES.
<br />17, ALL TRAFFIC SIGNS AND MARKINGS SHALL CONFORM TO THE 'MANUAL ON UNIFORM TRAFFIC
<br />CONTROL DEVICES AND SAN JOAQUIN COUNTY STANDARDS' AND AS SHOWN ON THE PLANS.
<br />CONSTRUCTION STAKINGI
<br />1. CONSTRUCTION STAKING IS NORMALLY PERFORMED BY THE ENGINEER WHO PREPARED
<br />THE PLAN. THIS PERMITS APPROPRIATE ON-SITE INTERPRETATION AND ADJUSTMENT
<br />OF THE PLANS, IF NECESSARY. THIS NOTE GIVES FORMAL NOTICE THAT THE FIRM
<br />OF WONG ENGINEERS, INC., CANNOT AND WILL NOT, TAKE RESPONSIBILITY FOR
<br />ERRORS OR ❑MISSIONS, IF ANY, WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN
<br />AVOIDED OR DETECTED AND/OR CORRECTED AND MITIGATED HAD WONG ENGINEERS,
<br />2 INC„ PERFORMED THE CONSTRUCTION STAKING WORK.
<br />ALL REFERENCES TO CONTRACTOR SHALL MEAN CONTRACTOR FOR SITEWORK SHOWN
<br />3 ON THESE CIVIL PLANS ONLY,
<br />IF WONG ENGINEERS, INC. IS RETAINED TO D❑ THE CONSTRUCTION STAKING, WONG
<br />ENGINEERS, INC. WILL SET ALL STAKES AND PROVIDE CUT SHEETS FOR THIS
<br />PROJECT, IT IS EXPECTED THAT ONE SET OF STAKES WILL BE SUFFICIENT FOR
<br />EACH PHASE OF THE PROJECT. CARE SHOULD BE TAKEN TO PROTECT STAKES, THE
<br />COST OF STAKING IS BORNE BY THE DEVELOPER. THE CONTRACTOR SHALL REQUEST
<br />STAKES FROM WONG ENGINEERS, INC, WHEN HE IS READY TO USE THEM AND SHALL
<br />BE RESPONSIBLE FOR THEIR PRESERVATION FOR HIS FUTURE USE. SAID REQUEST
<br />MUST BE MADE AT LEAST 72 HOURS PRIOR TO THE TIME THE STAKES WILL BE
<br />REQUIRED. SHOULD THE WORK NEED TO BE RESTAKED, FOR THE CONTRACTOR'S USE,
<br />THE CONTRACTOR SHALL BE RESPONSIBLE TO WONG ENGINEERS, INC. FORTHECOST
<br />OF RESTAKING, SHOULD THE CONTRACTOR DESTROY STAKES WHICH ARE NEEDED
<br />FOR IMPROVEMENTS OTHER THAN HIS OWN, HE SHALL ALSO BE RESPONSIBLE FOR THE
<br />COST OF RESTAKING TO RETURN THE JOB TO ITS ORIGINAL CONDITION,
<br />ASSESSOR'S
<br />JOB NO.,
<br />3338
<br />REFER
<br />DATE:
<br />JULY 2002
<br />SHEET
<br />SCALE:
<br />NONE
<br />SHEET
<br />DRAWNs
<br />WMK/SE
<br />DATE 8-7-2002
<br />DESIGN:
<br />WE
<br />R.C.E. 14269
<br />CHECKED,
<br />ZCW
<br />GENERAL N❑TESi
<br />1. ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH COUNTY OF
<br />SAN JOAQUIN STANDARD SPECIFICATION AND PLANS, 1997 EDITION, AND ALL
<br />AMENDMENTS THERETO TO DATE. ALL WORK SHALL BE DONE UNDER THE
<br />INSPECTION OF THE COUNTY OF SAN JOAQUIN DEPARTMENT OF PUBLIC WORKS OR
<br />BUILDING DEPARTMENT.
<br />2, ELEVATIONS SHOWN ARE 1929 NGVD DATUM (CITY OF STOCKTON BENCHMARK),
<br />BENCHMARK IS AS SHOWN ON SHEET 2.
<br />3, DRAWING NUMBERS SHOWN ON PLAN REFER TO COUNTY OF SAN JOAQUIN STANDARD
<br />DETAILS.
<br />4, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FROM DAMAGE ALL
<br />EXISTING IMPROVEMENTS THAT ARE TO REMAIN, SUCH IMPROVEMENTS THAT ARE
<br />DAMAGED BY THE CONTRACTOR, SHALL BE REPLACED AT HIS EXPENSE.
<br />5. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE COUNTY OF SAN
<br />J❑AQUIN PUBLIC WORKS DEPARTMENT, AND SHALL NOTIFY COUNTY 24 HOURS IN
<br />ADVANCE OF PERFORMING ANY WORK REQUIRED WITHIN THE PUBLIC RIGHT -❑F -WAY,
<br />6. WORK IN STREET RIGHT-OF-WAY IS SUBJECT T❑ THE APPROVAL AND ACCEPTANCE OF
<br />THE COUNTY OF SAN JOAQUIN PUBLIC WORKS DEPARTMENT,
<br />7, CONTRACTOR SHALL DEMOLISH, EXCAVATE, REMOVE AND DISPOSE OF ANY EXISTING
<br />CONCRETE OR ASPHALT CONCRETE PAVING, CONCRETE CURB, GUTTER AND SIDEWALK
<br />AND DELETERIOUS MATERIAL AS REQUIRED TO CONSTRUCT THE CONTRACT WORK, ALL
<br />EXCESS MATERIAL GENERATED BY DEMOLITION, EXCAVATION AND GRADING SHALL BE
<br />DISPOSED OF BY THE CONTRACTOR,
<br />8. EXCAVATION OF 5' OR MORE IN DEPTH WILL REQUIRE AN EXCAVATION PERMIT FROM
<br />THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL SAFETY.
<br />9. THE PRICE BID FOR THIS WORK SHALL INCLUDE THE COST FOR ANY AND ALL
<br />PERMITS REQUIRED TO COMPLETE THE PROJECT WORK.
<br />10, EXISTING UTILITIES ARE SHOWN AS THEY ARE BELIEVED TO EXIST. THE OWNER
<br />AND THE ENGINEER D❑ NOT ACCEPT RESPONSIBILITY FOR THEIR ACCURACY, PRIOR
<br />TO COMMENCING ANY WORK, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
<br />LOCATE THE EXISTING MAIN AND SERVICE LINES.
<br />11. PAYMENT FOR PAVEMENT WILL BE MADE ONLY FOR AREAS SHOWN ON THE PLANS.
<br />REPLACEMENT OF PAVEMENT WHICH IS BROKEN OR CUT IN THE INSTALLATION OF THE
<br />WORK COVERED IN THESE SPECIFICATIONS, AND WHICH LIES OUTSIDE OF SAID
<br />AREAS, SHALL BE INCLUDED IN THE CONTRACTOR'S UNIT PRICE OF PAVEMENT, AND
<br />NO ADDITIONAL PAYMENT SHALL BE MADE FOR SUCH WORK.
<br />12. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
<br />FOR JOBSITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,
<br />INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT
<br />SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND
<br />THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, COUNTY
<br />AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN
<br />CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR
<br />LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER,
<br />13, WE CALL YOUR ATTENTION TO: SECTION 1540(a)(1) OF THE CONSTRUCTION
<br />SAFETY ORDERS (TITLE 8 CALIFORNIA ADMINISTRATION CODE SECTION 1540),
<br />ISSUED BY THE OCCUPATIONAL SAFETY AND HEALTH STANDARDS, BOARD PURSUANT
<br />TO THE CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ACT OF 1973, AS
<br />AMENDED, WHICH STATESI 'PRIOR TO OPENING AN EXCAVATION, EFFORT SHALL BE
<br />MADE TO DETERMINE WHETHER UNDERGROUND INSTALLATIONS; I,E, SEWER, WATER,
<br />FUEL, ELECTRIC LINES, ETC, WILL BE ENCOUNTERED AND, IF SO, WHERE SUCH
<br />UNDERGROUND INSTALLATIONS ARE LOCATED. WHEN THE EXCAVATION APPROACHES
<br />THE APPROXIMATE LOCATION OF SUCH INSTALLATION, THE EXACT LOCATION SHALL
<br />BE DETERMINED BY CAREFUL PROBING OR HAND DIGGING, AND WHEN IT IS
<br />UNCOVERED, ADEQUATE PROTECTION SHALL BE PROVIDED FOR THE EXISTING
<br />INSTALLATI❑N, ALL KNOWN OWNERS OF UNDERGROUND FACILITIES IN THE
<br />AREA CONCERNED SHALL BE ADVISED OF PROPOSED WORK AT LEAST 48 HOURS
<br />PRIOR TO THE START OF ACTUAL EXCAVATI❑N',
<br />14, PRIOR TO FINAL INSPECTION CONTRACTOR SHALL SUBMIT AS -BUILT INFORMATION
<br />FOR ANY CHANGES TO WONG ENGINEERS, INC,
<br />15. DUST CONTROL SHALL BE PERFORMED AT ALL TIMES, AT THE CONTRACTOR'S EXPENSE,
<br />TO MINIMIZE ANY DUST NUISANCE AND SHALL BE IN ACCORDANCE WITH SECTION 10 OF
<br />CALTRANS STANDARD SPECIFICATIONS AND THE REQUIREMENTS OF SAN JOAQUIN COUNTY.
<br />THE CONTRACTOR SHALL OBTAIN A PERMIT OR PERMISSION FROM THE CALIFORNIA WATER
<br />SERVICE COMPANY FOR USE OF WATER FROM FIRE HYDRANTS FOR CONSTRUCTION
<br />PURPOSES. THE PERMIT OR APPROVAL SHALL BE APPROVED BY THE FIRE DEPARTMENT.
<br />16, A TRAFFIC CONTROL PLAN (TCP) SHALL BE SUBMITTED TO AND DEEMED ACCEPTABLE BY
<br />COUNTY PRIOR TO START OF WORK. THIS SHALL ADDRESS ALL PHASES OF WORK, WHICH
<br />WILL IMPACT PUBLIC TRAFFIC. CONFORMANCE WITH THE TCP SHALL BE MAINTAINED AT ALL
<br />TIMES.
<br />17, ALL TRAFFIC SIGNS AND MARKINGS SHALL CONFORM TO THE 'MANUAL ON UNIFORM TRAFFIC
<br />CONTROL DEVICES AND SAN JOAQUIN COUNTY STANDARDS' AND AS SHOWN ON THE PLANS.
<br />CONSTRUCTION STAKINGI
<br />1. CONSTRUCTION STAKING IS NORMALLY PERFORMED BY THE ENGINEER WHO PREPARED
<br />THE PLAN. THIS PERMITS APPROPRIATE ON-SITE INTERPRETATION AND ADJUSTMENT
<br />OF THE PLANS, IF NECESSARY. THIS NOTE GIVES FORMAL NOTICE THAT THE FIRM
<br />OF WONG ENGINEERS, INC., CANNOT AND WILL NOT, TAKE RESPONSIBILITY FOR
<br />ERRORS OR ❑MISSIONS, IF ANY, WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN
<br />AVOIDED OR DETECTED AND/OR CORRECTED AND MITIGATED HAD WONG ENGINEERS,
<br />2 INC„ PERFORMED THE CONSTRUCTION STAKING WORK.
<br />ALL REFERENCES TO CONTRACTOR SHALL MEAN CONTRACTOR FOR SITEWORK SHOWN
<br />3 ON THESE CIVIL PLANS ONLY,
<br />IF WONG ENGINEERS, INC. IS RETAINED TO D❑ THE CONSTRUCTION STAKING, WONG
<br />ENGINEERS, INC. WILL SET ALL STAKES AND PROVIDE CUT SHEETS FOR THIS
<br />PROJECT, IT IS EXPECTED THAT ONE SET OF STAKES WILL BE SUFFICIENT FOR
<br />EACH PHASE OF THE PROJECT. CARE SHOULD BE TAKEN TO PROTECT STAKES, THE
<br />COST OF STAKING IS BORNE BY THE DEVELOPER. THE CONTRACTOR SHALL REQUEST
<br />STAKES FROM WONG ENGINEERS, INC, WHEN HE IS READY TO USE THEM AND SHALL
<br />BE RESPONSIBLE FOR THEIR PRESERVATION FOR HIS FUTURE USE. SAID REQUEST
<br />MUST BE MADE AT LEAST 72 HOURS PRIOR TO THE TIME THE STAKES WILL BE
<br />REQUIRED. SHOULD THE WORK NEED TO BE RESTAKED, FOR THE CONTRACTOR'S USE,
<br />THE CONTRACTOR SHALL BE RESPONSIBLE TO WONG ENGINEERS, INC. FORTHECOST
<br />OF RESTAKING, SHOULD THE CONTRACTOR DESTROY STAKES WHICH ARE NEEDED
<br />FOR IMPROVEMENTS OTHER THAN HIS OWN, HE SHALL ALSO BE RESPONSIBLE FOR THE
<br />COST OF RESTAKING TO RETURN THE JOB TO ITS ORIGINAL CONDITION,
<br />ASSESSOR'S
<br />PARCEL NO. 171-180-41
<br />REFER
<br />TO MAJOR SUBDIVISION APPLICATION N0, SU -01-5
<br />SHEET
<br />INDEX,
<br />SHEET
<br />1
<br />TITLE SHEET
<br />SHEET
<br />2
<br />GRADING PLAN
<br />SHEET
<br />3
<br />THIRTEENTH STREET STA 5+18.94 TO STA
<br />11+49,16 0
<br />BIEGHLE STREET STA 0+00 TO 1+89.79
<br />N
<br />SHEET
<br />4
<br />EROSION C❑NTR❑L/DETAIL SHEET
<br />¢L,�
<br />o
<br />SHEET
<br />5
<br />DETAIL SHEET
<br />N -Q
<br />SHEET
<br />6
<br />DETAIL SHEET
<br />ado
<br />L M J
<br />C7 M IL
<br />TRACT 3172 SAN JOAQUIN COUNTY, SHEET
<br />MICHAEL ESTATES CALIFORNIA
<br />TITLE SHEET 1
<br />OF SIX
<br />FILE
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