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147708
<br />1. All MATERIAL AND WORKMANSHIP SHALL CONFORM WITH THE SPECIFICATIONS,
<br />STANDARDS AND ORDINANCES OF THE SAN JOAQUIN COUNTY AND SHALL BE PART
<br />OF THESE IMPROVEMENT PLANS. STANDARD SPECIFICATIONS AND DETAILS ARE
<br />AVAILABLE IN THE OFFICE OF SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS.
<br />2. WHERE THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF THE WORK IN
<br />GENERAL TERMS BUT NOT IN COMPLETE DETAIL, IT IS UNDERSTOOD THAT ONLY
<br />THE BEST GENERAL PRACTICE IS TO PREVAIL AND THAT MATERIALS AND
<br />WORKMANSHIP OF THE FIRST QUALITY ARE TO BE USED. NOTED DIMENSIONS
<br />TAKE PRECEDENT OVER SCALE. ANY DISCREPANCY SHALL IMMEDIATELY BE
<br />BROUGHT TO THE ATTENTION OF QUARTAROLI AND ASSOCIATES, (209) 239-4908
<br />AND R.W. SIEGFRIED AND ASSOCIATES (209) 943-2021.
<br />3. CONTRACTORS SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS
<br />PRIOR TO SUBMITTING A BID.
<br />4. THE EXISTING UNDERGROUND UTILITIES ARE PLOTTED FROM AVAILABLE
<br />RECORDS. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT
<br />THESE UTILITIES. THE CONTRACTOR SHALL DO NO EXCAVATION UNTIL ALL
<br />UTILITY AGENCIES HAVE BEEN NOTIFIED AND HAVE BEEN GIVEN THE
<br />OPPORTUNITY TO MARK THEIR FACILITIES IN THE FIELD. IT IS THE
<br />CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING
<br />UTILITIES. PRIOR TO OPENING AN EXCAVATION, THE CONTRACTOR SHALL
<br />DETERMINE WHETHER UNDERGROUND INSTALLATIONS, I.E., SEWER, WATER,
<br />STORM DRAINAGE, ELECTRICAL LINES, GAS LINES, CABLE T.V. LINES, ETC.
<br />WILL BE ENCOUNTERED AND, THE APPROXIMATE LOCATION OF SUCH AN
<br />INSTALLATION. THE EXACT LOCATION SHALL BE DETERMINED BY CAREFUL
<br />PROBING OR HAND DIGGING AND, WHEN IT IS UNCOVERED, ADEQUATE
<br />PROTECTION SHALL BE PROVIDED FOR THE EXISTING INSTALLATION. ALL
<br />KNOWN OWNERS OF UNDERGROUND FACILITIES IN THE AREA CONCERNED SHALL BE
<br />ADVISED OF PROPOSED WORK AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO THE
<br />START OF ACTUAL EXCAVATION. CALL U.S.A. 1-800-642-2444, P.G.&E. -
<br />(209) 466-4581, PACIFIC BELL TELEPHONE (209) 811-3300, SAN JOAQUIN
<br />COUNTY DEPARTMENT OF PUBLIC WORKS - (209) 468-3000.
<br />5. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM SAN JOAQUIN COUNTY
<br />DEPARTMENT OF PUBLIC WORKS PRIOR TO ANY OFF-SITE CONSTRUCTION. ANY
<br />AND ALL SPECIFIC REQUIREMENTS OR CONSTRUCTION DETAILS IMPOSED BY THE
<br />ENCROACHMENT PERMIT SHALL BECOME A PART OF THESE IMPROVEMENT PLANS.
<br />6. SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS SHALL BE NOTIFIED BY
<br />THE CONTRACTOR AT LEAST 48 HOURS IN ADVANCE OF ANY OFF-SITE
<br />CONSTRUCTION (209) 468-3000.
<br />7. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE
<br />WITHOUT THE WRITTEN AUTHORIZATION FROM QUARTAROLI AND ASSOCIATES AND
<br />R.W. SIEGFRIED AND ASSOCIATES.
<br />8. EACH CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THE REMOVAL OR
<br />RELOCATION OF ANY AND ALL EXISTING UTILITIES WITH THE RESPECTIVE
<br />UTILITY COMPANY. COST OF THIS COORDINATION IS TO BE INCLUDED IN THE
<br />PRICES BID FOR THE VARIOUS IMPROVEMENTS TO COMPLETE THE PROJECT.
<br />9. GENERAL CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
<br />RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
<br />CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
<br />PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUALLY AND NOT BE
<br />LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL
<br />DEFEND, INDEMNIFY AND HOLD THE OWNER, ENGINEER AND SURVEYOR HARMLESS
<br />FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
<br />PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING
<br />FROM THE SOLE NEGLIGENCE OF THE OWNER, ENGINEER, OR SURVEYOR.
<br />10. BENCH MARK: SAN JOAQUIN COUNTY BRASS DISC STAMPED "AA -BB -41.5" ON
<br />CONCRETE HEADWALL OF THE BANTA CARBONA IRRIGATION DISTRICT CANAL ON
<br />THE NORTHWESTERLY SIDE OF FAIROAKS ROAD APPROXIMATELY 850' SOUTH OF
<br />THE INTERSECTION OF FAIROAKS ROAD AND BATES ROAD. ELEVATION=119.32.
<br />11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF ALL
<br />SURVEY AND CONSTRUCTION STAKES. SURVEY AND CONSTRUCTION STAKES THAT
<br />ARE LOST OR DESTROYED DUE TO THE CONTRACTOR'S NEGLIGENCE WILL BE
<br />RESET BY THE PROJECT SURVEYOR AT THE CONTRACTOR'S EXPENSE.
<br />12 CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING IMPROVEMENTS
<br />FROM DAMAGE.
<br />13. CONTRACTORS SHALL BE REQUIRED TO COOPERATE WITH THEMSELVES AND
<br />UTILITY COMPANIES INSTALLING NEW STRUCTURES, UTILITIES AND SERVICES
<br />TO THE DEVELOPMENT, AND ANY DELAY CAUSED BY SUCH INSTALLATION SHALL
<br />NOT BE CONSIDERED AS RIGHT-OF-WAY DELAY.
<br />14. ALL UNDERGROUND SERVICES SHALL BE INSTALLED IN CONFORMANCE WITH THE
<br />REQUIREMENTS OF THE SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS.
<br />15. GRADES SHOWN ON THIS PLAN DO NOT NECESSARILY REFLECT A BALANCE EARTH-
<br />WORK CUT AND FILL QUANTITIES. CONTRACTOR SHALL IMPORT OR EXPORT
<br />EARTH MATERIALS AS REQUIRED IN ORDER TO CONSTRUCT THE IMPROVEMENTS TO
<br />16. ANY FILL PLACED SHALL BE PROPERLY COMPACTED AS REQUIRED BY THE PLANS
<br />AND THESE SPECIFICATIONS.
<br />A. EARTH FILL TO ESTABLISH PAVED AREA SUBGRADE SHALL BE COMPACTED TO
<br />A MINIMUM RELATIVE COMPACTION OF 90% EXCEPT THAT THE AREA WITHIN
<br />SIX INCHES BELOW SUBGRADE SHALL BE COMPACTED TO A MINIMUM
<br />RELATIVE COMPACTION OF 95%.
<br />B. EARTH FILL TO ESTABLISH FINISHED GRADE OUTSIDE THE PAVED AREAS
<br />AND BUILDING AREAS SHALL BE COMPACTED TO A MINIMUM RELATIVE
<br />COMPACTION OF �i0$ WITHIN LOT AND 908 IN ROAD RIGHT-OF-WAY.
<br />C. FILL AND COMPACTION WITHIN THE BUILDING AREA SHALL BE IN
<br />ACCORDANCE WITH THE BUILDING PLANS AND/OR SPECIFICATIONS.
<br />D. FILL SHALL BE NON -EXPANSIVE MATERIAL AND SHALL BE FREE OF
<br />VEGETATION OR DELETERIOUS MATTER. FILL SHALL BE COMPACTED IN
<br />LIFTS NOT TO EXCEED EIGHT INCHES.
<br />ALL AREAS TO BE COVERED WITH ASPHALT CONCRETE PAVEMENT SHALL HAVE A
<br />SUBGRADE COMPACTED TO 95% RELATIVE COMPACTION TO A POINT SIX INCHES
<br />BELOW SUBGRADE.
<br />17. CONTRACTOR'S BID SHALL INCLUDE THE COST OF ANY NECESSARY SOILS
<br />COMPACTION AND MATERIALS TESTING.
<br />18. CONCRETE
<br />A. GENERAL - ALL CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH
<br />ACI AND UBC CODES.
<br />B. CONCRETE STRENGTH - UNLESS OTHERWISE NOTED ON THE PLANS, CONCRETE
<br />SHALL OBTAIN A MINIMUM OF DESIGN STRENGTH OF 2500 PSI.
<br />1) CEMENT - 5.5 SACKS MINIMUM PER YARD.
<br />2) WATER - MAXIMUM 7 GALS. PER SACK OF CEMENT.
<br />3) AGGREGATE - MAXIMUM SIZE 3/41'.
<br />4) SLURRY - 5" MAXIMUM.
<br />5) CURING - KEEP WET MINIMUM OF 7 DAYS, OR APPLY MEMBRANE CURING
<br />COMPOUND APPROVED BY THE ENGINEER.
<br />6) VIBRATION - ALL CONCRETE SHALL BE VIBRATED INTO PLACE WITH A
<br />MECHANICAL VIBRATOR.
<br />7) FORM REMOVAL - SIDE FORMS OF FOUNDATIONS AND SLABS, MINIMUM
<br />OF 2 DAYS.
<br />8) IN ACCORDANCE WITH ACI -301-72, CHAPTER 16.
<br />C. REINFORCING MATERIALS:
<br />1) DEFORMED BARS - ASTM A615, GR.60.
<br />2) ELECTRIC WELDED WIRE FABRIC (WWF) ASTM A-185.
<br />19. ASPHALT CONCRETE: ASPHALT CONCRETE SHALL BE TYPE B AND SHALL CONFORM
<br />TO THE PROVISIONS OF SECTION 39 OF THE CALTRANS STANDARD SPECIFICATIONS.
<br />THE PENETRATION RANGE OF PAVING ASPIiALT SHALL BE AR -4000; AGGREGATE
<br />SHALL BE ONE-HALF (}") INCH MAXIMUM MEDIUM GRADING FOR SURFACING.
<br />PRIME COAT SHALL BE A LIQUID ASPHALT GRADE SC -250 OR SC -70 AND SHALL
<br />BE APPLIED TO THE ENTIRE PAVED AREA AND THE COST SHALL BE INCLUDED IN
<br />THE UNIT PRICE BID FOR ASPHALT CONCRETE. PRIME COAT SHALL BE PLACED
<br />IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 39-4 OF THE CALTRANS
<br />STANDARD SPECIFICATIONS.
<br />a
<br />AGGREGATE BASE: AGGREGATE BASE SHALL BE CLASS TWO CONFORMING TO THE
<br />REQUIREMENTS OF SECTION 26-1,02B OF THE CALTRANS STANDARD SPECIFICATIONS.
<br />SPREADING AND COMPACTING AGGREGATE BASE SHALL CONFORM TO THE REQUIREMENTS
<br />OF SECTION 26-1.04 OF THE CALTRANS STANDARD SPECIFICATION.
<br />20. THE GRADING AND PAVING CONTRACTOR SHALL ADJUST TO FINISHED GRADE THE
<br />TOPS OF ALL PROPOSED AND EXISTING SANITARY SEWER MANHOLES, STORM
<br />DRAIN MANHOLES, VALVE BOXES AND WATER METER BOXES, ETC., AND THE COST
<br />OF SUCH WORK SHALL BE INCLUDED IN THE UNIT PRICES FOR STREET WORK.
<br />21. THE DOMESTIC WATER LINE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE
<br />PLANS, AND SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS ADOPTED
<br />UNIFORM PLUMBING CODE, AND UNIFORM BUILDING CODE. PIPE MATERIAL
<br />SHALL BE THAT ALLOWED BY THE UNIFORM PLUMBING CODE AND SAN JOAQUIN
<br />COUNTY DEPARTMENT OF PUBLIC WORKS. IT IS THE CONTRACTOR'S
<br />RESPONSIBILITY TO VERIFY THAT THE TYPE AND SPECIFICATIONS OF ALL
<br />MATERIAL, FITTINGS, ETC. CONFORM TO SAN JOAOUIN COUNTY DEPARTMENT OF
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR PRESSURE AND BACTERIA TESTING OF
<br />WATER LINES AS REQUIRED BY SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC
<br />WORKS. BACTERIA TESTS SHALL BE TAKEN BY A CERTIFIED LABORATORY
<br />TECHNICIAN.
<br />REFER TO SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS FOR ALL WATER
<br />LINE TESTING REQUIREMENTS.
<br />22. THE STORM DRAIN PIPELINE AND SANITARY SEWER PIPELINE SHALL BE
<br />CONSTRUCTED IN ACCORDANCE WITH THESE PLANS, AND SAN JOAQUIN COUNTY
<br />DEPARTMENT OF PUBLIC WORKS ADOPTED UNIFORM PLUMBING CODE, AND UNIFORM
<br />BUILDING CODE. PIPE MATERIAL SHALL BE THAT ALLOWED BY THE UNIFORM
<br />PLUMBING CODE AND SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS. IT
<br />IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THE TYPE AND
<br />SPECIFICATIONS OF ALL MATERIAL, FITTINGS, ETC. CONFORM TO SAN JOAQUIN
<br />COUNTY DEPARTMENT OF PUBLIC WORKS STANDARDS AND SPECIFICATIONS.
<br />MATERIAL SELECTION SHALL BE SUBMITTED TO THE CIVIL ENGINEER FOR REVIEW.
<br />23. GRADING AND PAVING CONTRACTOR SHALL COORDINATE THE INSTALLATION OF
<br />ALL ELECTRICAL, LANDSCAPE IRRIGATION, AND UNDERGROUND UTILITY
<br />CONDUITS WITH APPROPRIATE SUB -CONTRACTORS AND UTILITY COMPANIES PRIOR
<br />TO CONSTRUCTION.
<br />24. THE OFFICE OF QUARTAROLI AND ASSOCIATES, 310 SUN WEST PLACE, SUITE
<br />"A", MANTECA, CALIFORNIA (209) 239-4908, SHALL BE NOTIFIED FIVE (5)
<br />WORKING DAYS IN ADVANCE OF ANY REQUIRED CONSTRUCTION SURVEYING.
<br />25. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER NINE,
<br />SECTION 6705, 6706, 6707, OF THE STATE LABOR CODE.
<br />26. CONTRACTORS AND SUB -CONTRACTORS BIDDING ON THIS PROPOSED PROJECT
<br />SHALL CAREFULLY EXAMINE THESE PLANS AND CAREFULLY REVIEW THE
<br />CONSTRUCTION SITE TO OBTAIN FIRST HAND KNOWLEDGE OF EXISTING
<br />CONDITIONS AND TO DETERMINE SPECIFICALLY WHAT IS REQUIRED TO BE
<br />ACCOMPLISHED IN HIS PORTION OF THE TOTAL WORK. IF ANY DOUBT EXISTS
<br />TO THE INTENT OF THE PLANS, SPECIFIC DETAILS, CONSTRUCTION NOTES, OR
<br />IF THE CONTRACTOR AND SUB -CONTRACTOR REQUIRES ADDITIONAL INFORMATION,
<br />IT MUST BE CLARIFIED WITH QUARTAROLI AND ASSOCIATES AND R.W.
<br />SIEGFRIED AND ASSOCIATES PRIOR TO BIDDING, OR HIS BID SHOULD STATE
<br />ACCURATELY WHAT IS INCLUDED AND WHAT IS EXCLUDED.
<br />27. CONTRACTOR AND ANY SUB -CONTRACTOR USING PLANS WHICH ARE UNAPPROVED BY
<br />SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS AND PLANNING
<br />DEPARTMENTS SHALL DO SO AT THEIR OWN RISKS. QUARTAROLI AND
<br />ASSOCIATES AND R.W. SIEGFRIED ASSOCIATES WILL NOT BE HELD RESPONSIBLE
<br />FOR USAGE OF SUCH PLANS FOR THE CONSTRUCTION OF THIS PROJECT.
<br />28. IN THE EVENT THAT QUARTAROLI AND ASSOCIATES OR R.W. SIEGFRIED AND
<br />ASSOCIATES IS NOT EMPLOYED TO DO THE CONSTRUCTION SURVEYING, THIS NOTE IS
<br />TO GIVE FORMAL NOTICE THAT.QUARTAROLI AND ASSOCIATES AND R.W. SIEGFRIED
<br />AND ASSOCIATES CANNOT, AND WILL NOT TAKE RESPONSIBILITY FOR ERRORS OR
<br />OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN AVOIDED OR
<br />DETECTED AND/OR CORRECTED OR MITIGATED HAD QUARTAROLI AND ASSOCIATES OR
<br />R.W. SIEGFRIED AND ASSOCIATES DONE THE CONSTRUCTION SURVEYING.
<br />29. INSPECTION DURING CONSTRUCTION:
<br />ANY IMPROVEMENTS CONSTRUCTED TO THE SPECIFICATIONS AND WHICH IT IS
<br />INTENDED THAT SAN JOAQUIN COUNTY WILL ASSUME MAINTENANCE RESPONSIBILITY,
<br />MUST BE INSPECTED DURING CONSTRUCTION BY AN AUTHORIZED AGENT OF SAN
<br />JOAQUIN COUNTY. EACH PHASE OF CONSTRUCTION MUST BE INSPECTED AND
<br />APPROVED PRIOR TO PROCEEDING TO THE SUBSEQUENT PHASES. ANY IMPROVEMENTS
<br />CONSTRUCTED WITHOUT INSPECTION AS PROVIDED ABOVE OR CONSTRUCTED
<br />CONTRARY TO THE ORDERR T
<br />O INSTRUCTIONS OF THE AUTHORIZED AGENT OF SAN
<br />JOAQUIN COUNTY WILL BE DEEMED AS NOT COMPLYING WITH SAN JOAQUIN COUNTY
<br />STANDARDS AND SPECIFICATIONS, AND WILL NOT BE ACCEPTED BY SAN JOAQUIN
<br />COUNTY FOR MAINTENANCE PURPOSES. SAN JOAQUIN COUNTY DEPARTMENT OF
<br />PUBLIC WORKS WILL PERFORM FIELD INSPECTIONS FOR THIS PROJECT.
<br />30. CHANGES ON PLANS AND SPECIFICATIONS
<br />ANY CHANGES TO THE APPROVED IMPROVEMENT PLANS AND SPECIFICATIONS MUST
<br />BE PREPARED AND APPROVED BY R.W. SIEGFRIED AND ASSOCIATES AND SHALL
<br />BE SUBMITTED TO SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS FOR
<br />APPROVAL PRIOR TO IMPLEMENTATION.
<br />CHANGES RELATED TO LOT GRADING SHALL BE APPROVED BY THE BUILDING
<br />INSPECTION DIVISION.
<br />32. THIS SITE CONTAINS 8.77 ± ACRES.
<br />33. ALL TRAFFIC SIGNS AND MARKINGS SHALL CONFORM TO SAN JOAQUIN COUNTY
<br />STANDARDS AND TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
<br />34. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
<br />RESPONSIBILITY FOR JOB SITE CONDITIONS ONS DURING THE COURSE OF
<br />CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
<br />PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
<br />LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL
<br />DEFEND, INDEMNIFY AND HOLD HARMLESS, THE COUNTY OF SAN JOAQUIN, ITS
<br />ELECTED OFFICIALS, OFFICERS, EMPLOYEES AND AGENTS FROM ANY AND ALL
<br />CLAIMS, COSTS OF LITIGATION, DAMAGES, AND ATTORNEY'S FEES, FOR
<br />PERSONAL INJURY OR PROPERTY DAMAGE OF WHATEVER NATURE WHICH ARE
<br />CLAIMED TO HAVE OCCURRED DURING THE TERM OF THIS PROJECT.
<br />35. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MARKING ALL
<br />LANDSCAPE IRRIGATION AND PARKING LOT ELECTRICAL CONDUITS PRIOR TO
<br />LAYING OF PARKING LOT ASPHALT.
<br />36. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PARKING STALL
<br />WIDTHS, DRIVEWAY WIDTHS, AND PLANTER WIDTHS AFTER THE CONCRETE FORMS
<br />ARE SET AND PRIOR TO POURING OF CONCRETE TO INSURE CONFORMANCE WITH
<br />PLANS, AND SAN JOAQUIN COUNTY PARKING REQUIREMENTS AND STANDARDS.
<br />ANY DISCREPANCY MUST BE BROUGHT TO THE ENGINEERS AND SURVEYORS
<br />ATTENTION IN WRITING.
<br />37. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY MARKING THE INSTALLED
<br />LOCATION OF ALL SANITARY SEWER, WATER SERVICES AND FIRE LINE SERVICES
<br />AT THE TIME OF INSTALLATION.
<br />38. ALL UTILITIES SHALL BE UNDERGROUND, UNLESS SPECIFICALLY NOTED
<br />OTHERWISE ON PLANS.
<br />39. ALL HANDICAPPED RAMPS, PARKING STALLS, SIGNAGE, AND STRIPING SHALL BE
<br />PER STATE OF CALIFORNIA STANDARDS AND SPECIFICATIONS.
<br />40. THE SITE ADDRESS IS: 8150 W. BATES ROAD, TRACY, CA 95378.
<br />41. THE ASSESSORS PARCEL NUMBER IS 248-090-06 AND 248-090-07.
<br />42. THIS PROJECT SHALL IMPLEMENT THE AIR POLLUTION CONTROL DISTRICT'S
<br />FUGITIVE DUST CONTROL MEASURES AND OZONE EMISSION MEASURES DURING
<br />CONSTRUCTION.
<br />43. ALL EARTHWORK AND GRADING SHALL BE IN CONFORMANCE WITH CHAPTERS 29
<br />AND 70 OF THE UNIFORM BUILDING CODE.
<br />44. THE INTENT OF THE GRADING PLAN IS TO PROVIDE GRADES TO RECEIVE
<br />PAVEMENT, STORM DRAINAGE FACILITIES AND BUILDING PAD.
<br />52. LOT GRADING SHALL BE UNDER A GRADING BUILDING
<br />PERMIT BY THE BUILDING INSPECTION DIVISION.
<br />INSPECTION TO COMMENCE UPON COMPLETION OF THE
<br />GRADING OPERATION. PERMIT APPLICANT IS
<br />RESPONSIBLE TO CONTACT THE BUILDING
<br />INSPECTION DIVISION FOR INSPECTION.
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<br />SURVEY MONUMENT
<br />OWNER/DEVELOPER
<br />W.D.O., INC.
<br />P.O. BOX 134
<br />TRACY, CALIFORNIA 95376
<br />IMPROVEMENT PLANS FOR
<br />TRACT NO. 2594
<br />MANCUSO ESTATES
<br />UNIT No.2
<br />A PORTION OF LOT 41 OF THE
<br />"BRI CHETTO TRACT OF THE CARBONA IRRIGATED FARMS"
<br />MAPS AND PLATS VOLUME 10, PAGE 113,
<br />SAN JOAQUIN COUNTY RECORDS IN
<br />SECTION 3, T.3S., R.5E., M.D.B.&M.
<br />SAN JOAQUIN COUNTY,CALIFORNIA
<br />THIS SIGNIFIES THE OWNER/DEVELOPER HAS REVIEWED THE FINAL COUNTY APPROVED
<br />IMPROVEMENT PLANS AND SPECIFICATIONS FOR MANCUSO ESTATES, TRACT NO. 2594,
<br />AND ACKNOWLEDGE THE INFORMATION AND DATA SHOWN CONFORMS TO THAT WHICH THEY
<br />PROPOSED.
<br />W.D.O., INC. DATE
<br />UTILITIES/ DISTRICTS
<br />TELEPHONE: PACIFIC BELL TELEPHONE COMPANY (209) 811-4745
<br />NATURAL GAS &
<br />ELECTRICITY: PACIFIC GAS & ELECTRIC COMPANY (209) 466-2261
<br />IRRIGATION DISTRICT: BANTA CARBONA IRRIGATION DISTRICT (209) 835-4670
<br />FIRE DISTRICT: TRACY RURAL FIRE DISTRICT (209) 835-1883
<br />SCHOOL DISTRICT: TRACY JOINT UNION AND JEFFERSON ELEMENTARY SCHOOL
<br />DISTRICTS (209) 831-5032
<br />SANITARY SERVICE: INDIVIDUAL SEPTIC TANKS AND LEACH FIELDS
<br />DOMESTIC WATER: COUNTY SERVICE AREA NO. 44
<br />STORM DRAINAGE: COUNTY SERVICE AREA NO. 44
<br />45. THE TOTAL EARTHWORK QUANTITY IS APPROXIMATELY:
<br />VOLUME OF CUT = 9000t CUBIC YAR125
<br />VOLUME OF FILL = $OaO t G5 JOtc-
<br />THESE EARTHWORK QUANTITIES ARE COMPUTED FOR THE GRADING PERMIT
<br />APPLICATION PURPOSES ONLY. THESE EARTHWORK QUANTITIES ARE NOT BID
<br />QUANTITIES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL
<br />QUANTITIES. (REFER TO NOTE No. 15)
<br />46. THE SAN JOAQUIN COUNTY SITE APPROVAL APPLICATION NUMBER IS ZR -91-1,
<br />SU -91-7 AND RA -92-1.
<br />47. CONTRACTORS SHALL PROVIDE 2"x4" REDWOOD HEADER BOARD AT ALL PAVING
<br />EDGES EXCEPT WHERE PAVING ABUTS BUILDINGS, SIDEWALKS, CURBS OR OTHER
<br />PAVED SURFACES, UNLESS OTHERWISE NOTED ON PLANS.
<br />48. CONTRACTORS SHALL FOLLOW SAN JOAQUIN COUNTY STANDARD CONSTRUCTION
<br />PLANS AND SPECIFICATIONS AND PROJECT SPECIFICATIONS IF ANY. SAN
<br />JOAQUIN COUNTY STANDARD CONSTRUCTION PLANS AND SPECIFICATIONS ARE
<br />AVAILABLE FROM THE SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS,
<br />1810 HAZELTON AVENUE, STOCKTON, CA. AND PROJECT SPECIFICATIONS ARE
<br />AVAILABLE FROM QUARTAROLI & ASSOCIATES, INC., 310 SUN WEST PLACE,
<br />SUITE A, MANTECA, CA.
<br />49. CONTRACTOR SHALL SUBMIT TO QUARTAROLI & ASSOCIATES FOR APPROVAL
<br />EQUIPMENT AND MATERIAL SPECIFICATION OF ITEMS HE WISHES TO SUBSTITUTE
<br />FROM THAT WHICH IS SPECIFIED ON THE IMPROVEMENT PLANS, SAN JOAQUIN
<br />COUNTY STANDARD PLANS AND SPECIFICATIONS AND PROJECT SPECIFICATIONS.
<br />50. CONTRACTOR SHALL OBTAIN A GRADING PERMIT FOR THIS PROJECT PRIOR TO
<br />BEGINNING ANY GRADING ON-SITE OR OFF-SITE.
<br />51. CONTRACTOR SHALL NOT CAUSE THE CONSTRUCTION SURVEY STAKES TO BE
<br />DESTROYED OR REMOVED UNTIL THE IMPROVEMENTS HAVE BEEN ACCEPTED.
<br />VICINITY MAP
<br />SHEET INDEX
<br />OF
<br />1.
<br />TITLE SHEET /
<br />GENERAL NOTES
<br />2.
<br />GRADING PLAN
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<br />3.
<br />GRADING PLAN
<br />/ STORM
<br />DRAIN LINE PROFILE
<br />4.
<br />FAGIN DRIVE -
<br />PLAN &
<br />PROFILE
<br />5.
<br />BATES ROAD -
<br />PLAN &
<br />PROFILE
<br />6.
<br />BATES ROAD -PLAN
<br />&
<br />PROFILE
<br />7.
<br />DETAIL SHEET
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<br />8.
<br />DETAIL SHEET
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<br />SAN JOAQUIN COUNTY PUBLIC HEALTH SERVICES
<br />APPROVED: ENVIRONMENTAL HEALTH DIVISION
<br />46/40��_ lAw- �wj &
<br />DATE
<br />AP40VED:, 4AN JOAQUIN COUNTY BUREAU OF FIRE PREVENTION
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<br />~ DATE
<br />APPROVED
<br />COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF PUBLIC WORKS
<br />Maw.
<br />DATE-)
<br />HENRY M. HIRATA \ j R.C.E. NO. 21258
<br />DIRECTOR OF PUBLIC WORKS
<br />APPROVED REVISION
<br />DATE
<br />57 AJL 5079-278 SEPT. 1992
<br />RDC _ 6-4030
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