|
SHEET INDEX:
<br />1. TITLE SHEET, GENERAL NOTES, & LEGEND
<br />2. EDWARDS Avenue - Sta. 25 - to 48+50
<br />3. EDWARDS Avenue - Sta. 48+50 to 60 -
<br />4. CAMPBELL Road - Sta. 32 - to 54+50
<br />5. CONSTRUCTION DETAILS (Standards)
<br />BENCHMARK: O
<br />RAILROAD SPIKE ON EAST 51DE OF
<br />POWER POLE (5ta. 71+06 t) ON THE
<br />WEST 51DE OF DIRT ROAD AT THE
<br />END OF THE "CLARK LATERAL" PER
<br />OAKDALE IRRIGATION DISTRIGT,
<br />#Ici81-A ....... ELEV. = 122.47
<br />ABBREVIATIONS:
<br />BM
<br />BENCHMARK
<br />DI
<br />DROP INLET
<br />EP
<br />EDGE OF PAVEMENT
<br />FH
<br />FIRE HYDRANT
<br />FL
<br />DITCH FLOW LINE
<br />TG
<br />TOP OF CURB
<br />06
<br />TOP OF ORIGINAL GROUND
<br />EP
<br />EDGE EXI5TIN67 PAVEMENT
<br />T5
<br />TOP OF 51DEWALK or 5LAB
<br />DMH
<br />STORM DRAIN MANHOLE
<br />5MH
<br />5ANITARY SEWER MANHOLE
<br />GO
<br />5ANITARY SEWER GLEANOUT
<br />6V5
<br />6A5 LINE VALVE BOX
<br />NM
<br />WATER METER
<br />WV
<br />WATER VALVE
<br />TEL
<br />TELEPHONE
<br />GONG
<br />CONCRETE
<br />ELEG
<br />ELECTRICAL
<br />U6
<br />UNDER GROUND
<br />AG
<br />A5PHALT CONCRETE
<br />OID
<br />OAKDALE IRRI6. D15T.
<br />OH
<br />OVERHEAD POl^ER LINE5
<br />GMP
<br />GORR1,16ATED METAL PIPE
<br />Apx
<br />APPROXIMATE
<br />Ex.
<br />EXI5TIN6
<br />PP
<br />POYJER POLE
<br />GP
<br />CONCRETE PIPE, CI. III
<br />R/1^1
<br />R1644T OF WAY
<br />LEGEND:
<br />To BELLOTA
<br />TRACT
<br />No.
<br />BEING A PORTION
<br />AND A PORTION
<br />TOWNSHIP 1 SOUTH
<br />ESCALON AREA,
<br />EXIST SANITARY SEWER—
<br />I
<br />EXIST SANITARY SEWER MANHOLE O MH
<br />1
<br />PROPOSED SANITARY SEWER r s
<br />ToD❑VE
<br />PROPOSED SANITARY SEWER MANHOLE • SMH
<br />RD, S/ TE
<br />PROPOSED SANITARY SEWER CLEANOUT —0 Co
<br />576-6661
<br />SEWER LATERAL ►
<br />SUSAN MONTGOMERY,Pacbell
<br />EXIST STORM DRAIN Ir u
<br />DRAINAGE
<br />EXIST STORM DRAIN MANHOLE O MH
<br />468-3059
<br />EXIST STORM DRAIN DROP INLET o DI
<br />JAMES MILLER, Env. Health
<br />PROPOSED STORM DRAIN (Type) r o
<br />CABLE TV
<br />PROPOSED STORM DRAIN MANHOLE
<br />J
<br />PROPOSED STORM DRAIN DROP INLET DI
<br />Underground Service Alert
<br />EXIST WATER MAIN —- —
<br />�9� qLi
<br />EXIST WATER VALVE
<br />838-7500
<br />EXIST WATER BLOW -OFF om
<br />11
<br />EXIST FIRE HYDRANT —®---p xFH
<br />1 0.20'1
<br />PROPOSED WATER MAIN �
<br />AVE.
<br />PROPOSED WATER VALVE 0
<br />LIABILITY, REAL OR ALLEGED, IN CONECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
<br />PROPOSED FIRE HYDRANT —0 } FH
<br />PROPOSED WATER BLOW -OFF Ow
<br />WATER SERVICE & METER
<br />UNLESS OTHERWISE STATED, ALL STATIONS INDICATED ON THE IMPROVEMENT PLANS
<br />EXIST ELECTROLIER �Jx
<br />J
<br />PROPOSED ELECTROLIER �K
<br />PROPOSED DRIVE WAY
<br />BARRICADE "
<br />3.
<br />STREET NAME SIGN +
<br />KENNEDY RD.
<br />EXISTING SURVEY MONUMENT O
<br />THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT THE
<br />CENTERLINE
<br />GAS LINE----G----
<br />PROPERTY LINE ------
<br />LIMIT
<br />LIMIT OF WORK
<br />EASEMENT LINE
<br />EDGE OF PAVEMENT—
<br />FENCE LINE X X X X -
<br />EXIST POWER POLE
<br />To BELLOTA
<br />TRACT
<br />No.
<br />BEING A PORTION
<br />AND A PORTION
<br />TOWNSHIP 1 SOUTH
<br />ESCALON AREA,
<br />LONE TREE RD,
<br />234J
<br />- SU
<br />ME
<br />- 24
<br />OF THE SOUTH HALF OF SECTION 16,
<br />OF THE NORTH HALF OF SECTION 21,
<br />, RANGE 9 EAST, MOUNT DIABLO MERIDIAN.
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />Q
<br />O
<br />DOVE ROAD
<br />J
<br />.................... .
<br />W
<br />z " (CLARK PIPELINE)
<br />(~i) 7T`I—T
<br />To I
<br />ESCALON VICINITY MAP
<br />NO SCALE
<br />UTILITY REPRESENTATIVES
<br />Q
<br />UTILITY
<br />REPRESENTATIVE
<br />Q
<br />GAS &
<br />ToD❑VE
<br />847-9560
<br />RD, S/ TE
<br />STOCKTON
<br />576-6661
<br />TELEPHONE
<br />SUSAN MONTGOMERY,Pacbell
<br />Q
<br />DRAINAGE
<br />COUNTY OF SAN JOAQUIN
<br />468-3059
<br />SEWER/WATER
<br />JAMES MILLER, Env. Health
<br />468-3436
<br />CABLE TV
<br />PAT, SONIC CABLE
<br />J
<br />U.S.A.
<br />Underground Service Alert
<br />(800)642-2444
<br />�9� qLi
<br />GARY AUGUSTO, Fire Chief
<br />838-7500
<br />4,0
<br />11
<br />EDWARDS
<br />1 0.20'1
<br />0.40'
<br />AVE.
<br />LIABILITY, REAL OR ALLEGED, IN CONECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
<br />J
<br />z
<br />UNLESS OTHERWISE STATED, ALL STATIONS INDICATED ON THE IMPROVEMENT PLANS
<br />J
<br />ARE REFERENCED TO THE SECTION LINE OF THE STREET (SEE FINAL MAP).
<br />......................:...........
<br />3.
<br />U
<br />KENNEDY RD.
<br />Q
<br />THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT THE
<br />�
<br />W
<br />(--)
<br />LONE TREE RD,
<br />234J
<br />- SU
<br />ME
<br />- 24
<br />OF THE SOUTH HALF OF SECTION 16,
<br />OF THE NORTH HALF OF SECTION 21,
<br />, RANGE 9 EAST, MOUNT DIABLO MERIDIAN.
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />Q
<br />O
<br />DOVE ROAD
<br />J
<br />.................... .
<br />W
<br />z " (CLARK PIPELINE)
<br />(~i) 7T`I—T
<br />To I
<br />ESCALON VICINITY MAP
<br />NO SCALE
<br />UTILITY REPRESENTATIVES
<br />TRAFFIC
<br />INDEX
<br />UTILITY
<br />REPRESENTATIVE
<br />PHONE
<br />GAS &
<br />SUE MOELLER, P.G.E.
<br />847-9560
<br />ELECTRICITY
<br />, FAX No.
<br />576-6661
<br />TELEPHONE
<br />SUSAN MONTGOMERY,Pacbell
<br />668-5866
<br />DRAINAGE
<br />COUNTY OF SAN JOAQUIN
<br />468-3059
<br />SEWER/WATER
<br />JAMES MILLER, Env. Health
<br />468-3436
<br />CABLE TV
<br />PAT, SONIC CABLE
<br />869-4555
<br />U.S.A.
<br />Underground Service Alert
<br />(800)642-2444
<br />FIRE DISTRICT
<br />GARY AUGUSTO, Fire Chief
<br />838-7500
<br />STREET Apx,
<br />Sta,
<br />TRAFFIC
<br />INDEX
<br />SOIL
<br />R -VALUE
<br />ADJUSTED
<br />R -VALUE
<br />A.C.
<br />THICKNESS
<br />A.B.
<br />THICKNESS
<br />L,T,S,B,
<br />THICKNESS
<br />EDWARDS Av, 38r
<br />4,5
<br /><5
<br /><5
<br />0,20'
<br />0.50'
<br />0,55'
<br />EDWARDS Av, 55r
<br />4.5
<br />23
<br />1 23
<br />1 0,20'
<br />1 0,50'
<br />0,35'
<br />CAMPBELL Rd,40r
<br />4.0
<br />25
<br />1 23
<br />1 0.20'
<br />1 0.40'
<br />0.40'
<br />CAMPBELL Rd,51r
<br />4,0
<br />11
<br />1 11
<br />1 0.20'1
<br />0.40'
<br />0.40'
<br />PAVEMENT DESIGN CHART:
<br />0Ar_ AIE
<br />ON DISTRICT
<br />DATE '
<br />i
<br />ITS
<br />�'OR o� FI[ VAP
<br />APPROVED BY DATE
<br />3
<br />SUTTON—TURNER ASSOC.
<br />�LW ICA ION NSNAND DMNOT NSSIN°CABER
<br />rd
<br />LAND SURVEYING — CIVIL ENGINEERING
<br />uPl PIANS, NOR 10R ANY ERRORS OR OMISSIONS THAT MAY
<br />EjL PRE sLN 1. APPROVAL IS SueJFCL To THE DATA SHOWN
<br />F
<br />Z
<br />0
<br />1433 LUCCHESI LANE 2319 RI❑ VERDE DRIVE
<br />WHICH APPI PARS 10 HE IN CONFORMITY WITH O.I.D.
<br />t
<br />1.
<br />CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB
<br />M❑DEBT❑, CA 95351 RIVERBANK, CA 95367
<br />Ph. (209) 578-2866 Ph. (209) 869-4867
<br />REOUIREME S FOR PROTECTION of DISTRICT FACILITIES.
<br />�O X70 TIO JPPROVFD:
<br />APPROVED BY ESCALON FIRE DISTRICT:
<br />OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND
<br />0Ar_ AIE
<br />ON DISTRICT
<br />DATE '
<br />EDWARDS
<br />Now
<br />5
<br />ow
<br />AVENUE
<br />"R—Values"
<br />®TEST LOCATIONS
<br />AND RESULTS
<br />SU# 90-06
<br />N
<br />i
<br />DESCRIPTION
<br />APPROVED BY DATE
<br />3
<br />4
<br />EDWARDS
<br />Now
<br />5
<br />ow
<br />AVENUE
<br />"R—Values"
<br />®TEST LOCATIONS
<br />AND RESULTS
<br />SU# 90-06
<br />N
<br />on CA:800-642-2444 5. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGMEN OR OTHER DEVICES
<br />*m NV: 800-227-2600
<br />I 0
<br />Q
<br />BM I�`\ o
<br />ll•J
<br />17
<br />18
<br />19�/i/
<br />KENNEDY ROAD
<br />SITE PLAN: SCALE: 1 °° = 500°
<br />TITLE SHEET
<br />FOR
<br />THORNTON RANCH ESTATES
<br />SU #U9�24
<br />SCALON AREA
<br />CALIFORNIA
<br />NECESSARY TO PROVIDE FOR PUBLIC SAFETY IN ACCORDANCE WITH THE CURRENT ISSUE OF THE
<br />"MANUAL OF TRAFFIC CONTROLS WARNING SIGNS, LIGHTS AND DEVICES FOR USE IN
<br />PERFORMANCE OF WORK UPON HIGHWAYS" PUBLISHED BY THE STATE OF CALIFORNIA BUSINESS
<br />AND TRANSPORTATION AGENCY.
<br />6. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY MARKING THE INSTALLED LOCATION OF
<br />ALL UNDERGROUND UTILITY SERVICES (MARK ENDS WITH 1/2" REBAR RESPECTIVELY) AT THE
<br />TIME OF INSTALLATION. CONTRACTOR SHALL REMOVE ALL EXISTING BERMS, STRUCTURES AND
<br />BARRICADES, PAVING AND/OR OIL SCREENINGS IN SPECIFIC AREAS INDICATED TO BE IMPROVED.
<br />7. THE OFFICE OF THE DIRECTOR OF PUBLIC WORKS SHALL BE NOTIFIED AT LEAST 24 HOURS
<br />IN ADVANCE OF ANY WORK (Ph. 468-3000).
<br />wof 8. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE
<br />LATEST REQUIREMENTS OF THE COUNTY OF SAN JOAQUIN, DEPARTMENT OF PUBLIC WORKS
<br />IMPROVEMENT STANDARDS; AND THE LATEST EDITION OF THE STATE OF CALIFORNIA,
<br />DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS.
<br />9. P.G.& E., TELEPHONE, AND OTHER UNDERGROUND SHALL ALL BE COMPLETED PRIOR
<br />TO THE INSTALLATION OF THE AC PAVING.
<br />10. IF REQUIRED, THE CONTRACTOR SHALL DETERMINE THE PROPER WELL PLACEMENTS TO
<br />ADEQUATELY DEWATER THE AREA FOR TRENCHING.
<br />11. THE COUNTY OF SAN JOAQUIN OR ASSOCIATED UTILITY COMPANY AND RESIDENCES TO
<br />BE AFFECTED SHALL BE NOTIFIED IMMEDIATELY UPON ANY UTILITY SERVICE DISRUPTION
<br />OTHER THAN SPECIFIED ON THESE IMPROVEMENT PLANS AND A 24 HOUR NOTICE SHALL
<br />BE GIVEN FOR ANY PLANNED DISRUPTION.
<br />12. DUST SHALL BE CONTROLLED AS PER SECTION 10 OF THE STATE OF CALIFORNIA, DEPT. OF
<br />TRANSPORTATION, STD. SPECIFICATIONS AND THE COUNTY OF SAN JOAQUIN'S STANDARDS.
<br />13. LOTS SHALL BE GRADED TO ESTABLISH IDENTICAL ELEVATIONS (MATCH GRADES) WITH THE
<br />ADJACENT LOTS AND SURROUNDING PROPERTY UNLESS OTHERWISE APPROVED BY THE COUNTY.
<br />14. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE COUNTY OF SAN JOAQUIN, DEPT.
<br />OF PUBLIC WORKS OR ANY OTHER AGENCIES PRIOR TO COMMENCEMENT OF WORK WITHIN
<br />THE EXISTING COUNTY RIGHT-OF-WAY.
<br />15. STREET NAME SIGNS, TRAFFIC CONTROL SIGNS, AND PAVEMENT MARKINGS SHALL BE PROVIDED AND INSTALLED
<br />BY THE CONTRACTOR PER MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND SAN JOAQUIN COUNTY STANDARDS.
<br />16. THE CONTRACTOR SHALL SECURE A TRENCH PERMIT FROM THE CALIFORNIA DIVISION OF
<br />INDUSTRIAL SAFETY PRIOR TO EXCAVATION OF ANY TRENCH OVER FIVE FEET IN DEPTH.
<br />17. ASPHALT CONCRETE SHALL BE PLACED ONLY WHEN THE ATMOSPHERIC TEMPERATURE IS
<br />ABOVE 50 DEGREES FAHRENHEIT.
<br />18. THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES AND
<br />SHALL CONTACT THE RESPECTIVE UTILITY COMPANIES PRIOR TO COMMENCEMENT OF WORK.
<br />HE SHALL BE RESPONSIBLE FOR THE LOCATION AND PRESERVATION OF ALL SUCH FACILITIES
<br />IN THE AREA OF CONSTRUCTION AND SHALL NOTIFY UTILITIES FORTY-EIGHT (48) HOURS IN
<br />ADVANCE OF ANY CONSTRUCTION (CALL USA AND OBTAIN THEIR PERMIT).
<br />19. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THE REMOVAL OR RELOCATION OF
<br />ALL EXISTING UTILITIES WITH RESPECTIVE UTILITY COMPANIES.
<br />20. MANHOLE CASTINGS AND COVERS SHALL BE ADJUSTED TO FINAL GRADES BY THE PAVING
<br />CONTRACTOR AFTER STREET IMPROVEMENTS ARE COMPLETED.
<br />21. AFTER CONSTRUCTION OF ALL IMPROVEMENTS, THE ENGINEER SHALL SUBMIT ONE SET OF
<br />REPRODUCIBLE "AS BUILT" PLANS. CONTRACTOR SHALL MAKE HIS FIELD PLANS AVAILABLE
<br />TO THE ENGINEER FOR THIS PURPOSE.
<br />22. ALL TRENCHES ON MAJOR AND COLLECTOR STREETS AND CROSS TRENCHES ON ALL STREETS
<br />SHALL BE PAVED WITH TEMPORARY PAVING THE SAME DAY THE PAVEMENT CUTIS MADE.
<br />23. SEE SOILS REPORT (No. 20-3271-01, KLEINFELDER-OCTOBER 2, 1989),
<br />SEE (3) R -VALUE TESTS (No. 20-1054-92, KLEIN FELDER-APRIL 16, 1992),
<br />SEE SOILS SUITABILITY REPORT (No. 20-3239-03, KLEIN FELDER-AU GUST 20, 1992),
<br />SEE ADDITIONAL R -VALUE TESTS (No. 20-2039-03, KLEINFELDER-AU GUST 17, 1992),
<br />SEE ADDITIONAL R -VALUE TESTS (No. 20-1100-89, KLEIN FELDER- OCT. 24, 1989).
<br />24. PAVING STRUCTURAL SECTIONS ARE SHOWN FOR THE R -VALUE TESTS OBTAINED.
<br />SOILS WITH HEAVY CLAY CONTENT, OR VEGATIVE MATERIAL SHALL BE OVEREXCAVATED
<br />AND REPLACED WITH SANDY SOILS FROM THE NORTHEAST CORNER OF THE SITE OR
<br />IMPORTED. A MINIMUM OF 0.20' OF PAVING IS PROPOSED FOR ALL STREETS. THE
<br />CONTRACTOR MAY PROVIDE ALTERNATE PAVING SECTIONS, SUBJECT TO THE TESTING
<br />OF R -VALUES, THE RECOMMENDATIONS OF THE SOILS ENGINEER, AND SUBJECT TO
<br />THE APPROVAL OF THE COUTY OF SAN JOAQUIN. IT IS RECOMMENDED THAT A MINIMUM
<br />OF SIX ADDITIONAL R -VALUE TESTS BE PERFORMED AFTER SUBGRADE PREPARATION
<br />IN ORDER TO VERIFY THE PAVING STRUCTURAL SECTIONS.
<br />25. THE FOLLOWING ROADS SHALL HAVE DEFERRED IMPROVEMENTS:
<br />CAMPBELL ROAD (Sta. 60- TO DOVE ROAD) -
<br />DOVE ROAD (FRONTING PARCELS 1 & 2) -
<br />KENNEDY ROAD (ADJOINING PARCEL 19) -
<br />,
<br />CU`
<br />COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF PUBLIC WORKS
<br />DATE: 4-25-15
<br />APPROVED._ RCE No: 21258
<br />tW HENRY M. HI ATA A 0
<br />DIRECTOR OF PUBLIC WORKS EXP DATE: 9 30 97
<br />DATE: /041-W
<br />W
<br />Tet+l7.Ph. RCE No: 43566
<br />DESIGN ENGINEER EXP DATE: 6/30/9(
<br />NO.
<br />DESCRIPTION
<br />APPROVED BY DATE
<br />rd
<br />w
<br />F
<br />Z
<br />0
<br />GENERAL NOTES:
<br />t
<br />1.
<br />CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB
<br />SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY
<br />OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND
<br />NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND,
<br />INDEMNIFY AND HOLD THE OWNER, ENGINEER AND THE CITY HARMLESS FROM ANY AND ALL
<br />LIABILITY, REAL OR ALLEGED, IN CONECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
<br />EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
<br />2.
<br />UNLESS OTHERWISE STATED, ALL STATIONS INDICATED ON THE IMPROVEMENT PLANS
<br />ARE REFERENCED TO THE SECTION LINE OF THE STREET (SEE FINAL MAP).
<br />3.
<br />IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING FACILITIES.
<br />4.
<br />THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT THE
<br />WRITTEN AUTHORIZATION OF THE DIRECTOR OF PUBLIC WORKS AND THE ENGINEER.
<br />on CA:800-642-2444 5. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGMEN OR OTHER DEVICES
<br />*m NV: 800-227-2600
<br />I 0
<br />Q
<br />BM I�`\ o
<br />ll•J
<br />17
<br />18
<br />19�/i/
<br />KENNEDY ROAD
<br />SITE PLAN: SCALE: 1 °° = 500°
<br />TITLE SHEET
<br />FOR
<br />THORNTON RANCH ESTATES
<br />SU #U9�24
<br />SCALON AREA
<br />CALIFORNIA
<br />NECESSARY TO PROVIDE FOR PUBLIC SAFETY IN ACCORDANCE WITH THE CURRENT ISSUE OF THE
<br />"MANUAL OF TRAFFIC CONTROLS WARNING SIGNS, LIGHTS AND DEVICES FOR USE IN
<br />PERFORMANCE OF WORK UPON HIGHWAYS" PUBLISHED BY THE STATE OF CALIFORNIA BUSINESS
<br />AND TRANSPORTATION AGENCY.
<br />6. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY MARKING THE INSTALLED LOCATION OF
<br />ALL UNDERGROUND UTILITY SERVICES (MARK ENDS WITH 1/2" REBAR RESPECTIVELY) AT THE
<br />TIME OF INSTALLATION. CONTRACTOR SHALL REMOVE ALL EXISTING BERMS, STRUCTURES AND
<br />BARRICADES, PAVING AND/OR OIL SCREENINGS IN SPECIFIC AREAS INDICATED TO BE IMPROVED.
<br />7. THE OFFICE OF THE DIRECTOR OF PUBLIC WORKS SHALL BE NOTIFIED AT LEAST 24 HOURS
<br />IN ADVANCE OF ANY WORK (Ph. 468-3000).
<br />wof 8. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE
<br />LATEST REQUIREMENTS OF THE COUNTY OF SAN JOAQUIN, DEPARTMENT OF PUBLIC WORKS
<br />IMPROVEMENT STANDARDS; AND THE LATEST EDITION OF THE STATE OF CALIFORNIA,
<br />DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS.
<br />9. P.G.& E., TELEPHONE, AND OTHER UNDERGROUND SHALL ALL BE COMPLETED PRIOR
<br />TO THE INSTALLATION OF THE AC PAVING.
<br />10. IF REQUIRED, THE CONTRACTOR SHALL DETERMINE THE PROPER WELL PLACEMENTS TO
<br />ADEQUATELY DEWATER THE AREA FOR TRENCHING.
<br />11. THE COUNTY OF SAN JOAQUIN OR ASSOCIATED UTILITY COMPANY AND RESIDENCES TO
<br />BE AFFECTED SHALL BE NOTIFIED IMMEDIATELY UPON ANY UTILITY SERVICE DISRUPTION
<br />OTHER THAN SPECIFIED ON THESE IMPROVEMENT PLANS AND A 24 HOUR NOTICE SHALL
<br />BE GIVEN FOR ANY PLANNED DISRUPTION.
<br />12. DUST SHALL BE CONTROLLED AS PER SECTION 10 OF THE STATE OF CALIFORNIA, DEPT. OF
<br />TRANSPORTATION, STD. SPECIFICATIONS AND THE COUNTY OF SAN JOAQUIN'S STANDARDS.
<br />13. LOTS SHALL BE GRADED TO ESTABLISH IDENTICAL ELEVATIONS (MATCH GRADES) WITH THE
<br />ADJACENT LOTS AND SURROUNDING PROPERTY UNLESS OTHERWISE APPROVED BY THE COUNTY.
<br />14. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE COUNTY OF SAN JOAQUIN, DEPT.
<br />OF PUBLIC WORKS OR ANY OTHER AGENCIES PRIOR TO COMMENCEMENT OF WORK WITHIN
<br />THE EXISTING COUNTY RIGHT-OF-WAY.
<br />15. STREET NAME SIGNS, TRAFFIC CONTROL SIGNS, AND PAVEMENT MARKINGS SHALL BE PROVIDED AND INSTALLED
<br />BY THE CONTRACTOR PER MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND SAN JOAQUIN COUNTY STANDARDS.
<br />16. THE CONTRACTOR SHALL SECURE A TRENCH PERMIT FROM THE CALIFORNIA DIVISION OF
<br />INDUSTRIAL SAFETY PRIOR TO EXCAVATION OF ANY TRENCH OVER FIVE FEET IN DEPTH.
<br />17. ASPHALT CONCRETE SHALL BE PLACED ONLY WHEN THE ATMOSPHERIC TEMPERATURE IS
<br />ABOVE 50 DEGREES FAHRENHEIT.
<br />18. THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES AND
<br />SHALL CONTACT THE RESPECTIVE UTILITY COMPANIES PRIOR TO COMMENCEMENT OF WORK.
<br />HE SHALL BE RESPONSIBLE FOR THE LOCATION AND PRESERVATION OF ALL SUCH FACILITIES
<br />IN THE AREA OF CONSTRUCTION AND SHALL NOTIFY UTILITIES FORTY-EIGHT (48) HOURS IN
<br />ADVANCE OF ANY CONSTRUCTION (CALL USA AND OBTAIN THEIR PERMIT).
<br />19. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THE REMOVAL OR RELOCATION OF
<br />ALL EXISTING UTILITIES WITH RESPECTIVE UTILITY COMPANIES.
<br />20. MANHOLE CASTINGS AND COVERS SHALL BE ADJUSTED TO FINAL GRADES BY THE PAVING
<br />CONTRACTOR AFTER STREET IMPROVEMENTS ARE COMPLETED.
<br />21. AFTER CONSTRUCTION OF ALL IMPROVEMENTS, THE ENGINEER SHALL SUBMIT ONE SET OF
<br />REPRODUCIBLE "AS BUILT" PLANS. CONTRACTOR SHALL MAKE HIS FIELD PLANS AVAILABLE
<br />TO THE ENGINEER FOR THIS PURPOSE.
<br />22. ALL TRENCHES ON MAJOR AND COLLECTOR STREETS AND CROSS TRENCHES ON ALL STREETS
<br />SHALL BE PAVED WITH TEMPORARY PAVING THE SAME DAY THE PAVEMENT CUTIS MADE.
<br />23. SEE SOILS REPORT (No. 20-3271-01, KLEINFELDER-OCTOBER 2, 1989),
<br />SEE (3) R -VALUE TESTS (No. 20-1054-92, KLEIN FELDER-APRIL 16, 1992),
<br />SEE SOILS SUITABILITY REPORT (No. 20-3239-03, KLEIN FELDER-AU GUST 20, 1992),
<br />SEE ADDITIONAL R -VALUE TESTS (No. 20-2039-03, KLEINFELDER-AU GUST 17, 1992),
<br />SEE ADDITIONAL R -VALUE TESTS (No. 20-1100-89, KLEIN FELDER- OCT. 24, 1989).
<br />24. PAVING STRUCTURAL SECTIONS ARE SHOWN FOR THE R -VALUE TESTS OBTAINED.
<br />SOILS WITH HEAVY CLAY CONTENT, OR VEGATIVE MATERIAL SHALL BE OVEREXCAVATED
<br />AND REPLACED WITH SANDY SOILS FROM THE NORTHEAST CORNER OF THE SITE OR
<br />IMPORTED. A MINIMUM OF 0.20' OF PAVING IS PROPOSED FOR ALL STREETS. THE
<br />CONTRACTOR MAY PROVIDE ALTERNATE PAVING SECTIONS, SUBJECT TO THE TESTING
<br />OF R -VALUES, THE RECOMMENDATIONS OF THE SOILS ENGINEER, AND SUBJECT TO
<br />THE APPROVAL OF THE COUTY OF SAN JOAQUIN. IT IS RECOMMENDED THAT A MINIMUM
<br />OF SIX ADDITIONAL R -VALUE TESTS BE PERFORMED AFTER SUBGRADE PREPARATION
<br />IN ORDER TO VERIFY THE PAVING STRUCTURAL SECTIONS.
<br />25. THE FOLLOWING ROADS SHALL HAVE DEFERRED IMPROVEMENTS:
<br />CAMPBELL ROAD (Sta. 60- TO DOVE ROAD) -
<br />DOVE ROAD (FRONTING PARCELS 1 & 2) -
<br />KENNEDY ROAD (ADJOINING PARCEL 19) -
<br />,
<br />CU`
<br />COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF PUBLIC WORKS
<br />DATE: 4-25-15
<br />APPROVED._ RCE No: 21258
<br />tW HENRY M. HI ATA A 0
<br />DIRECTOR OF PUBLIC WORKS EXP DATE: 9 30 97
<br />DATE: /041-W
<br />W
<br />Tet+l7.Ph. RCE No: 43566
<br />DESIGN ENGINEER EXP DATE: 6/30/9(
<br />10/07/9,
<br />NO.: 91-10b
<br />J.TURNER
<br />DRAWN BY
<br />B.couuN
<br />CHECKED BY
<br />J.TURNER
<br />SCALE
<br />AS SHOWN OF 3 SHEETS
<br />NO.
<br />DESCRIPTION
<br />APPROVED BY DATE
<br />W
<br />Z
<br />0
<br />(n
<br />1
<br />W
<br />10/07/9,
<br />NO.: 91-10b
<br />J.TURNER
<br />DRAWN BY
<br />B.couuN
<br />CHECKED BY
<br />J.TURNER
<br />SCALE
<br />AS SHOWN OF 3 SHEETS
<br />
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