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GENERAL NOTES:
<br />THE FOLLOWING SPECIFICATIONS ARE TO SUPPLEMENT THE LATEST EDITION
<br />OF THE SAN JOAQUIN COUNTY IMPROVEMENT STANDARDS ADOPTED BY
<br />ORDINANCE NO. 3662. ALL CONSTRUCTION AND MATERIALS SHALL BE IN
<br />ACCORDANCE WITH THE LATEST EDITION OF THE SAN JOAQUIN COUNTY
<br />IMPROVEMENT STANDARDS.
<br />1. SPECIAL NOTICES AND PERMITS
<br />A. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL HAVE
<br />IN HIS POSSESSION THE FOLLOWING PERMITS AND PLANS:
<br />u CONTRACTOR SHALL HAVE RECEIVED COUNTY APPROVED
<br />PLANS PRIOR TO CONSTRUCTION.
<br />a CONTRACTOR SHALL HAVE NOTIFIED ALL UTILITY
<br />COMPANIES AFFECTED BY THE DEVELOPMENT PRIOR TO
<br />BEGINNING OF WORK.
<br />a CONTRACTOR SHALL HAVE NOTIFIED "UNDERGROUND SERVICE
<br />ALERT' (PHONE 800-642-2444) 48 HOURS IN ADVANCE
<br />BEFORE ANY DIGGING.
<br />u CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION
<br />OF ALL EXISTING MONUMENTS AND/OR OTHER SURVEY
<br />MONUMENTS AND SHALL NOTIFY SAN JOAQUIN COUNTY
<br />SURVEYOR OF ANY DAMAGED OR REMOVED COUNTY, STATE OR
<br />FEDERAL MONUMENTS.
<br />a THE CONTRACTOR SHALL HAVE VERIFIED ALL STREET NAMES
<br />WITH COMMUNITY DEVELOPMENT DEPARTMENT BEFORE
<br />ORDERING STREET SIGNS.
<br />2. EXCAVATION OF 5 FEET, OR MORE, IN DEPTH WILL REQUIRE AN
<br />EXCAVATION PERMIT FROM THE STATE OF CALIFORNIA DEPARTMENT OF
<br />INDUSTRIAL SAFETY.
<br />3. CONTRACTOR SHALL NOTIFY SAN JOAQUIN COUNTY DEPARTMENT OF
<br />PUBLIC WORKS 24 HOURS IN ADVANCE OF PERFORMING ANY WORK
<br />REQUIRED IN THE PLANS. PHONE (209) 468-3022.
<br />4. ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
<br />ADOPTED STANDARDS OF SAN JOAQUIN COUNTY.
<br />5. TEMPORARY BENCHMARKS ARE SHOWN ON SHEET 2.
<br />6. ELEVATIONS ARE REFERRED TO U.S.G.S. DATUM AND ARE BASED ON SAN
<br />JOAQUIN COUNTY CO MONUMENT "AA-BB.41", ELEVATION 104.50.
<br />7. ALL STATIONS REFER TO DISTANCES ALONG STREET CENTERLINE.
<br />8. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING
<br />IMPROVEMENTS FROM DAMAGE. COST OF REPLACING EXISTING
<br />IMPROVEMENTS SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ITEMS
<br />REQUIRING REMOVAL AND REPLACEMENT OF EXISTING IMPROVEMENTS.
<br />9. WHENEVER PAVEMENT IS BROKEN OR CUT IN THE INSTALLATION OF THE
<br />WORK COVERED BY THE SPECIFICATIONS, THE PAVEMENT SHALL BE
<br />REPLACED AFTER PROPER BACKFILLING WITH PAVEMENT MATERIALS
<br />EQUAL TO OR BETTER THAN THE MATERIALS USED IN THE ORIGINAL
<br />PAVING.
<br />10. DRAWING NUMBERS SHOWN ON PLANS REFER TO SAN JOAQUIN COUNTY
<br />STANDARD DETAILS.
<br />11. THE CONTRACTOR SHALL CHECK WITH THE UTILITY COMPANIES AND
<br />VERIFY ALL UTILITY LOCATIONS. IT SHALL BE THE CONTRACTOR'S
<br />SOLE RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES SO THAT
<br />NO DAMAGE RESULTS TO THEM DURING THE PERFORMANCE OF HIS
<br />CONTRACT. CONTRACTOR SHALL BE REQUIRED TO COOPERATE WITH
<br />OTHER CONTRACTORS AND UTILITY COMPANIES INSTALLING NEW
<br />STRUCTURE, UTILITIES AND SERVICE FOR THE DEVELOPMENT.
<br />12. PAYMENT FOR PAVEMENT WILL BE MADE ONLY FOR AREAS SHOWN ON
<br />PLANS. REPLACEMENT OF PAVEMENT WHICH IS BROKEN OR CUT IN THE
<br />INSTALLATION OF THE WORK COVERED BY THESE SPECIFICATION, AND
<br />WHICH LIES OUTSIDE OF THE SAID AREAS, SHALL BE INCLUDED IN THE
<br />STREET CONTRACTOR'S UNIT PRICE BID FOR PAVEMENT, AND NO
<br />ADDITIONAL PAYMENT SHALL BE MADE FOR SUCH WORK.
<br />13. CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMIT FROM SAN JOAQUIN
<br />COUNTY PRIOR TO PERFORMING WORK ON ANY COUNTY RIGHT-OF-WAY.
<br />14. "ENGINEER" REFERS TO R. W. SIEGFRIED & ASSOCIATES, CONSULTING
<br />CIVIL ENGINEERS.
<br />15. CONTRACTOR AGREES: THAT HE SHALL ASSUME SOLE AND COMPLETE
<br />RESPONSIBILITY FOR JOBSITE CONDITIONS DURING THE COURSE OF
<br />CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS
<br />AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
<br />AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE
<br />CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNERS,
<br />THE COUNTY OF SAN JOAQUIN, AND THE ENGINEER HARMLESS FROM
<br />ANY AND ALL LIABILITY, REAL OR ALLEDGED, IN CONNECTION WITH
<br />THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR THE
<br />LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNERS, THE
<br />COUNTY OF SAN JOAQUIN OR THE ENGINEER.
<br />16. CONTRACTOR'S ATTENTION IS CALLED TO THE FOLLOWING:
<br />SECTION 1540 (A)(1) OF THE CONSTRUCTION SAFETY ORDERS (TITLE
<br />8 CALIFORNIA ADMINISTRATION CODE SECTION 1540), ISSUED BY THE
<br />OCCUPATIONAL SAFETY AND HEALTH STANDARDS BOARD PURSUANT TO THE
<br />CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ACT OF 1973 AS
<br />AMENDED WHICH STATES:
<br />(1) "PRIOR TO OPENING AN EXCAVATION, EFFORT SHALL BE MADE TO
<br />DETERMINE WHETHER UNDERGROUND INSTALLATION; I.E., SEWER,
<br />WATER, FUEL, ELECTRIC LINES, ETC., WILL BE ENCOUNTERED
<br />AND, IF SO, WHERE SUCH UNDERGROUND INSTALLATIONS ARE
<br />LOCATED. WHEN THE EXCAVATION APPROACHES THE APPROXIMATE
<br />LOCATION OF SUCH AN INSTALLATION, THE EXACT LOCATION
<br />SHALL BE DETERMINED BY CAREFUL PROBING OR HAND DIGGING;
<br />AND, WHEN IT IS UNCOVERED, ADEQUATE PROTECTION SHALL BE
<br />PROVIDED FOR THE INSTALLATION. ALL KNOWN OWNERS OF
<br />UNDERGROUND FACILITIES IN THE AREA CONCERNED SHALL BE
<br />ADVISED OF PROPOSED WORK AT LEAST 48 HOURS PRIOR TO THE
<br />START OF ACTUAL EXCAVATION, BY CALLING USA ® (800)642-
<br />2444.
<br />17. WORK IN STREET RIGHT-OF-WAY IS SUBJECT TO THE APPROVAL AND
<br />ACCEPTANCE OF THE SAN JOAQUIN COUNTY PUBLIC WORKS DEPARTMENT.
<br />18. CONSTRUCTION STAKING IS NORMALLY PERFORMED BY THE ENGINEER WHO
<br />PREPARES THE PLAN, THEREBY PERMITTING APPROPRIATE ON-SITE
<br />INTERPRETATION AND ADJUSTMENT OF THE PLANS, IF NECESSARY.
<br />THIS NOTE GIVES FORMAL NOTICE THAT THE FIRM OF R. W. SIEGFRIED
<br />& ASSOCIATES CANNOT, AND WILL NOT, TAKE RESPONSIBILITY FOR
<br />ERRORS OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND WHICH COULD
<br />HAVE BEEN AVOIDED OR DETECTED AND/OR CORRECTED OR MITIGATED
<br />HAD R. W. SIEGFRIED & ASSOCIATES PERFORMED THE CONSTRUCTION
<br />STAKING WORK.
<br />19. CONTRACTOR SHALL PROVIDE DUST CONTROL MEASURES AT ALL TIMES
<br />DURING CONSTRUCTION AS PER SECTION 10 OF THE STANDARD
<br />SPECIFICATIONS OF THE STATE OF CALIFORNIA AND PER SAN JOAQUIN
<br />COUNTY, DEPARTMENT OF PUBLIC WORKS REQUIREMENTS.
<br />20. WATER SHALL BE PROVIDED BY THE FAIROAKS WATER SYSTEM.
<br />21. TRAFFIC SIGNALS AND MARKINGS SHALL CONFORM TO THE MANUAL OF
<br />UNIFORM TRAFFIC CONTROL DEVICES AND SAN JOAQUIN COUNTY STANDARDS.
<br />22. ENCROACHMENT PERMIT REQUIRED PRIOR TO ANY CONSTRUCTION WITHIN
<br />FAIROAKS ROAD.
<br />23. WATER SERVICES SHALL CONFORM TO STD. DWG. W-1.
<br />24. WATER LINES SHALL BE POLYVINYL CHLORIDE PIPE, CLASS 150 (PVC,
<br />ASTM C296, TYPE 11, OR PVC, AWWA C900-81). WATER SERVICE LINES
<br />SHALL CONFORM WITH STD. DWG. W-1.
<br />25. STORM LINES SHALL BE POLYVINYL CHLORIDE PIPE, SDR 35 PVC,
<br />ASTM D3034).OR itLWFBREfD G)WURET9 PtPE cLA5o�,j.f
<br />+ :T8:'"We
<br />T+s 94 '-tom T46 -
<br />Tll\'AINA ESTATES
<br />(SU -91-10)
<br />R.W. SIEGFRIED & ASSOCIATES
<br />STO C KTO N , CALIFORNIA
<br />CALTRANS 6" TYPE A
<br />ASPHALT DIKE
<br />2:1 MAX.
<br />CIVIL ENGINEERS
<br />JULY, 1992
<br />S.J.C. MON )MENT "AA-BB.41", ELEVATION
<br />VALPICO
<br />104.50.
<br />ROAD
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<br />8"W
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<br />4045 CORONADO AVENUE, STOCKTON, CALIFORNIA 95204
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<br />DATE NO.y,351 EXP. 6-30-92
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<br />LL
<br />BATES ROAD
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<br />Q
<br />SITE
<br />R/W
<br />.02 \
<br />6" SUBGRADE COMPACTED TO 95%
<br />R/ vv
<br />VICINITY MAP
<br />NOT TO SCALE
<br />NOTE: SEE STD. DWG. R-3, RURAL ROAD, FOR DETAILS
<br />50'
<br />2%
<br />27
<br />F R/W
<br />R=16
<br />2" A.C., OVER PRIME COAT T.I.=4.0
<br />7.5" A.B. G.E.=1.08
<br />6" SUBGRADE COMPACTED TO 95%
<br />NOTE: SEE STD. DWG. R-3, RURAL ROAD, FOR DETAILS
<br />50'
<br />1 SAWCUT ALONG THIS
<br />LJ
<br />* CONTRACTOR MAY USE ALTERNATE SECTION OF
<br />4.5" A.C. OVER NATIVE COMPACTED MATERIAL.
<br />ROAD CROSS-SECTION
<br />NOT TO SCALE
<br />2't
<br />6' WIDENING
<br />2'
<br />2" A.C.
<br />OVER PRIME C0i
<br />85 11A.B.
<br />R=32
<br />T.I.=4.0
<br />G.E.=.88
<br />DESCRIPTION
<br />STORM SEWER
<br />GAS LINE
<br />WATER LINE
<br />TELEPHONE
<br />CABLE TELEPHONE
<br />MANHOLE
<br />CATCH BAS I N
<br />WATER METER
<br />A.C. DIKE
<br />DRIVEWAY
<br />PAVEMENT
<br />FIRE HYDRANT
<br />BARRICADE
<br />FENCE
<br />GROUND ELEVATION
<br />PAVEMENT ELEVATION
<br />TOP OF DIKE
<br />ELEVATION
<br />FLOWLINE ELEVATION
<br />SUBDIVISION BOUNDARY
<br />RIGHT-OF-WAY LINE
<br />CENTERLINE
<br />PUBLIC UTILITY
<br />EASEMENT
<br />MONUMENT BOX
<br />DIRECTION OF
<br />SURFACE DRAINAGE
<br />GATE VALVE
<br />LEGEND:
<br />TO BE CONSTRUCTED EXISTING
<br />1 O5.OG
<br />150 P
<br />105.00TD
<br />I
<br />105.001E
<br />1
<br />ABBREVIATIONS:
<br />A.C. ASPHALT CONCRETE
<br />A.B. AGGREGATE BASE
<br />A.S.B. AGGREGATE SUB BASE
<br />CONC. CONCRETE
<br />B.C. BEGINNING OF CURVE
<br />E.C. END OF CURVE
<br />P.R.C. POINT OF REVERSE CURVE
<br />P.O.C. POINT ON CURVE
<br />- P.C.C. POINT OF COMPOUND CURVE
<br />/Fz//. B.V.C. BEGINNING OF VERTICAL CURVE
<br />" . E.V.C. END OF VERTICAL CURVE
<br />SHEET NO.
<br />R/W
<br />1
<br />No. 17"351
<br />Exp '
<br />R E VISIONS
<br />STA.
<br />4" G
<br />4" G -
<br />8"W
<br />-8"W
<br />T
<br />T
<br />TV
<br />TV --
<br />0
<br />�\
<br />E. P.
<br />4045 CORONADO AVENUE, STOCKTON, CALIFORNIA 95204
<br />EM
<br />NORTH, ETC.
<br />C. B.
<br />LJ
<br />L
<br />1 O5.OG
<br />150 P
<br />105.00TD
<br />I
<br />105.001E
<br />1
<br />ABBREVIATIONS:
<br />A.C. ASPHALT CONCRETE
<br />A.B. AGGREGATE BASE
<br />A.S.B. AGGREGATE SUB BASE
<br />CONC. CONCRETE
<br />B.C. BEGINNING OF CURVE
<br />E.C. END OF CURVE
<br />P.R.C. POINT OF REVERSE CURVE
<br />P.O.C. POINT ON CURVE
<br />- P.C.C. POINT OF COMPOUND CURVE
<br />/Fz//. B.V.C. BEGINNING OF VERTICAL CURVE
<br />" . E.V.C. END OF VERTICAL CURVE
<br />SHEET NO.
<br />R/W
<br />1
<br />No. 17"351
<br />Exp '
<br />R E VISIONS
<br />STA.
<br />8+03.48 TO
<br />R. W. SIEGFRIED & ASSOCIATES
<br />CONSULTING CIVIL ENGINEERS
<br />CRI PTI ON
<br />DATE
<br />BY
<br />TO 0+50.19
<br />F.H.
<br />JAB
<br />CHECKED
<br />RGC
<br />E. P.
<br />4045 CORONADO AVENUE, STOCKTON, CALIFORNIA 95204
<br />(N)
<br />NORTH, ETC.
<br />C. B.
<br />�' (209 943-2021 FAX (209) 942-0214
<br />�2-/7-92R.C.E.
<br />DATE NO.y,351 EXP. 6-30-92
<br />2
<br />INDEX:
<br />DESCRIPTION
<br />VICINITY MAP, GENERAL NOTES,
<br />LEGEND, INDEX AND ABBREVIATIONS
<br />GRADING PLAN
<br />3 ERB WAY
<br />STA.
<br />8+03.48 TO
<br />21+00.00
<br />LEEWARD
<br />WAY
<br />STA. 0+00.00
<br />TO 0+50.19
<br />4 FAIROAKS ROAD STA. 26+94.78 TO 32+56.28
<br />LEEWARD WAY STA. 0+50.19 TO 4+07.22
<br />SCALE:
<br />NO SCALE
<br />ATE:
<br />JULY, 1992
<br />OB NO.
<br />7401
<br />RAWN
<br />XMIDESIGN
<br />KYL/JAB
<br />F.H.
<br />JAB
<br />CHECKED
<br />RGC
<br />105XOOTD
<br />1 05XOOFL
<br />Lai
<br />APPROVED BY: SAN JOAQUIN COUNTY DEPARTMENT
<br />OF PUBLIC HEALTH SERVICES
<br />DATE
<br />GI �/\
<br />SIGNATURE
<br />APPROVED BY: SAN JOAQUIN COUNTY BUREAU
<br />OF FIRE PREVENTION
<br />.2 2 -
<br />DATE
<br />SIGNATURE
<br />COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF PUBLIC WORKS
<br />APPROVED:
<br />DATE: / 92
<br />R.C.E. NOa_�lZSa
<br />DIRECTOR OF PUBLIC WORKS EXP. DATE
<br />TRAI NA ESTATES SHEET 1
<br />OF FOUR
<br />VICINITY MAP, GENERAL NOTES, COMPUTER FILE NO.
<br />LEGEND, INDEX AND ABBREVIATIONS DRAVANG FILE NO.
<br />G-4565
<br />CENTERLINE
<br />PROPERTY LINE
<br />FL
<br />FLOWLINE
<br />M.H.
<br />MANHOLE
<br />F.H.
<br />FIRE HYDRANT
<br />P.U.E.
<br />PUBLIC UTILITY EASEMENT
<br />E. P.
<br />EDGE OF PAVEMENT
<br />(N)
<br />NORTH, ETC.
<br />C. B.
<br />CATCH BASI N
<br />APPROVED BY: SAN JOAQUIN COUNTY DEPARTMENT
<br />OF PUBLIC HEALTH SERVICES
<br />DATE
<br />GI �/\
<br />SIGNATURE
<br />APPROVED BY: SAN JOAQUIN COUNTY BUREAU
<br />OF FIRE PREVENTION
<br />.2 2 -
<br />DATE
<br />SIGNATURE
<br />COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF PUBLIC WORKS
<br />APPROVED:
<br />DATE: / 92
<br />R.C.E. NOa_�lZSa
<br />DIRECTOR OF PUBLIC WORKS EXP. DATE
<br />TRAI NA ESTATES SHEET 1
<br />OF FOUR
<br />VICINITY MAP, GENERAL NOTES, COMPUTER FILE NO.
<br />LEGEND, INDEX AND ABBREVIATIONS DRAVANG FILE NO.
<br />G-4565
<br />
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