|
141706
<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) 9432021.
<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 INSTALLATION, I.E., SEWER, WATER, STORM
<br />DRAINAGE, ELECTRICAL LINES, GAS LINES, CABLE T.V. LINES, ETC. WILL BE
<br />ENCOUNTERED AND, THE APPROXIMATE LOCATION OF SUCH AN INSTALLATION.
<br />THE EXACT LOCATION SHALL BE DETERMINED BY CAREFUL PROBING OR HAND
<br />DIGGING AND, WHEN IT IS UNCOVERED, ADEQUATE PROTECTION SHALL BE
<br />PROVIDED FOR THE EXISTING INSTALLATION, ALL KNOWN OWNERS OF
<br />UNDERGROUND FACILITIES IN THE AREA CONCERNED SHALL BE ADVISED OF
<br />PROPOSED WORK AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO THE START OF
<br />ACTUAL EXCAVATION. CALF, U.S.A. 1-800-642-2444, P.G.&E. -- (209)
<br />466-4581, PACIFIC BELL TELEPHONE (209) 811-3300, SAN JOAQUIN COUNTY
<br />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 REQUIREMENTSORCONSTRUCTION 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 ALI, 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 -1313-41" IN
<br />CONCRETE HEADWALL OF THE BANTA CARBONA IRRIGATION BOX ON THE NORTH
<br />SIDE OF VALPICO ROAD AT 'THE INTERSECTION OF FAIROAKS ROAD.
<br />ELEVATION = 104.50
<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 TE -EIS PLAN DO NOT NECESSARILY REFLECT A BALANCE EARTH-
<br />WORK CUT AND FILL QUANTITIES. CONTRACTOR -SHALL IMPORTOR-EXPORT
<br />P7l�T-fl--�f-AT-F,-'RI-ALS-AS--R-'*E"QU-IRE-'f)--'iN-'-C)RD-F,P, T_0C_0NSTRUG_TT`HE__
<br />IMPROVEMENTS TO
<br />WHEG_R_ADES SHOWN -AT NCO EXTRA COST' TO THE OWNER.
<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 80% WITHIN LOT AND 90% 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 13E 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. ASPHALT CONCRETE: ASPHALT CONCRETE SHALL BE TYPE B AND SHALL CONFORM
<br />TO _THE_PKdV_1SIONS OF SECTION 39 OF THE CALTRANS STANDARD SPECIFICATIONS,
<br />THE PENETRATION RANGE OF PAVING ASPHALT SHALL BE AR -4000; AGGREGATE
<br />SHALL BE ONE-HALF (j") 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 />AGGREGATE BASE: AGGREGATE BASE SHALL BE CLASS TWO CONFORMING TO THE
<br />REQUIREMENTS OF SECTION 26-102B 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 />19. THE GRADING AND PAVING CONTRACTOR SHALL ADJUST TO FINISHED GRADE "MIE
<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 />20. 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 KN`DSP_ECIFICA__
<br />TIONS OF ALL
<br />MATERIAL, FITTINGS, ETC. CONFORM TO SAN JOAQUIN COUNTY DEPARTMENT' OF
<br />PUBLIC WORKS STANDARDS AND SPECIFICATIONS.
<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 ALI, WATER
<br />LINE TESTING REQUIREMENTS.
<br />21. T H E S T 0 RM D RA IN PIPELINE S If A L L BE
<br />CONSTRUCTED IN ACCORDANCE WITH THESE PLANS, AND SAN JOAQUIN COUNTY
<br />DEPARTMENT OF PUBLIC WORKS ADOPTED UNIFORM PLUM131NG 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 />S PEC I F I CAT I UN -SOF AI E, FITTINGS, ETC . C6 -NF'O-RM- 17 r 0
<br />SAN JOAQUIN
<br />COUNTY DEPARTMENT OF PUBLIC WORKS STANDARDS AND SPECIFICATIONS. --
<br />MATERIAL SELECTION SHALL BE SUBMITTED TO THE CIVIL ENGINEER FOR REVIEW.
<br />SEE NOTE 49,
<br />22. 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 />23. 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 />24. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER NINE,
<br />SECTION 6705, 6706, 6707, OF THE STATE LABOR CODE.
<br />25. 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 />26. 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 />27. 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 />28. INSPECTION DURING CONSTRUCTION:
<br />ANY IMESROVFEMENTS CONSTRUCTED TO THE SPECIFICATIONS AND WHICH IT IS
<br />INTENDED THAT SAN JOAQUIN COUNTY WILL ASSUME MAINTENANCE
<br />RESPONSIBILITY, MUST BE INSPECTED DURING CONSTRUCTION BY AN
<br />AUTHORIZED AGENT OF SAN JOAQUIN COUNTY. EACH PHASE OF CONSTRUCTION
<br />MUST 13E INSPECTED AND APPROVED PRIOR TO PROCEEDING TO THE SUBSEQUENT
<br />PHASES. ANY IMPROVEMENTS CONSTRUCTED WITHOUT INSPECTION AS PROVIDED
<br />ABOVE OR CONSTRUCTED CONTRARY' TO THE ORDER OR INSTRUCTIONS OF THE
<br />AUTHORIZED AGENT OF SAN JOAQUIN COUNTY WILL BE DEEMED AS NOT
<br />COMPLYING WITH SAN JOAQUIN COUN'T'Y STANDARDS AND SPECIFICATIONS, AND
<br />WILL NOT BE ACCEPTED BY SAN JOAQUIN COUNTY FOR MAINTENANCE PURPOSES.
<br />SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS WILL, PERFORM FIELD
<br />INSPECTIONS FOR THIS PROJECT.
<br />29. CHANGES ON PLANS AND SPECIFICATIONS
<br />ANY CHANGES TO THE _APPR_0V_ED -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 />30. A GEOTECHNICAL INVESTIGATION WAS PREPARED FOR THIS PROJECT SITE BY
<br />J.H. KLEINFELDER AND ASSOCIATES DATED FEBRUARY 22, 1990, FILE NO.
<br />20--2983-02 AND IS MADE A PART OF THESE PLANS BY REFERENCE.
<br />31. THIS SITE CONTAINS 27.47i ACRES.
<br />32. ALL TRAFFIC SIGNS AND MARKINGS SHALL CONFORM TO SAN JOAQUIN COUNTY
<br />STANDARDS AND TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES,LATEST
<br />EDITION.
<br />33. CONTRACTOR AGREES THAI' 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 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 ATTORNEYS FEES, FOR
<br />PERSONAL INJURY OR PROPERTY DAMAGE OF WHATEVER NATURE WHICH AIRE
<br />CLAIMED TO HAVE OCCURRED DURING THE TERM OF THIS PROJECT.
<br />34. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MARKING ALL
<br />LANDSCAPE IRRIGATION AND PARKING LOU' ELECTRICAL CONDUITS PRIOR TO
<br />LAYING OF PARKING LOT ASPHALT.
<br />35. 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 />36. 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 />37. ALL UTILITIES SHALL BE UNDERGROUND, UNLESS SPECIFICALLY NOTED
<br />OTHERWISE ON PLANS.
<br />38. ALI, HANDICAPPED RAMPS, PARKING STALLS, SIGNAGE, AND STRIPING SHALL BE
<br />PER STATE OF CALIFORNIA STANDARDS AND SPECIFICATIONS.
<br />39. THE SITE ADDRESS IS:
<br />40. THE ASSESSORS PARCEL NUMBERS ARE 248-200-1, 248-200-2, 248-200-3,
<br />248-200--4, 248200-5, 248-200-6, 248-200-7, 248-200-8, 248200-9,
<br />248-20010, 248-200-11, 248-100-21, 248-200-12, 248-20013,
<br />248-200-14, AND 248-200--15.
<br />41. THIS PROJECT SHALL IMPLEMENT THE AIR POLLUTION CONTROL DISTRICT'S
<br />FUGITIVE DUST CONTROL MEASURES AND OZONE EMISSION MEASURES DURING
<br />CONSTRUCTION.
<br />42. ALL, EARTHWORK AND GRADING SHALL, BE IN CONFORMANCE WITH CHAPTERS 29
<br />AND 70 OF THE UNIFORM BUILDING CODE.
<br />43. THE INTENT OF THE GRADING PLAN IS TO PROVIDE GRADES TO RECEIVE
<br />PAVEMENT, STORM DRAINAGE FACILITIES AND BUILDING PAD.
<br />44 THE TOTAL EARTHWORK QUANTITY IS APPROXIMATELY
<br />VOLUME OF CUT = 18,000 CY +
<br />VOLUME OF FILL = 0
<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 />45. THE SAN JOAQUIN COUNTY SITE APPROVAL APPLICATION NUMBER IS SU -91-17.
<br />46. 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 />47. CONTRACTOR SHALL SUBMIT TO QUAFMROLI & 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 />i
<br />48. CONTRACTOR SHALL OBTAIN A GRAD;NG PERMIT FOR THIS PROJECT PRIOR TO
<br />BEGINNING ANY GRADING ON-SITE OR OFF-SITE.
<br />49 STORM DRAIN PIPE 12'' DIAMETER AND SMA,I_LER MAY RE PVC SDR 35 PIPE I PER
<br />ASTM F-679 AND ASTM D3034
<br />Immms,71
<br />I
<br />CB
<br />TC
<br />F/C
<br />H, R
<br />L, P.
<br />L. F
<br />I NV,
<br />RU,E,
<br />B,V, C,
<br />E ,V, C.
<br />E, C,
<br />B,C,
<br />B, C, R.
<br />E, C. R,
<br />P u R . C,
<br />0
<br />0--#
<br />TYPE I CURB INLET CATCH BASIN
<br />TOP OF CURB
<br />FACE OF CURB (DIKE) ELEVATION
<br />HIGH POINT
<br />LOW POINT
<br />LEACH FIELD
<br />INVERT ELEVATION
<br />PUBLIC UTILITY EASEMENT
<br />BEGINNING OF VERTICAL CURVE
<br />END OF VERTICAL CURVE
<br />END OF CURVE (HORIZONTAL)
<br />BEGINNING OF CURVE (HORIZONTAL.)
<br />BEGINNING OF CURVE RETURN
<br />END OF CURVE RETURN
<br />POINT ON REVERSE CURVE (HORIZONTAL
<br />BLUE STREET REFLECTOR
<br />THRUST BLOCK DETAIL
<br />FIRE HYDRANT
<br />STREET LIGHT
<br />COURT PLAN & PROFILE.
<br />VICINITY MAP
<br />:yr i
<br />w Z
<br />ca
<br />u
<br />ix CCJ
<br />uj
<br />z
<br />- z
<br />0 0
<br />z
<br />LIJ
<br />0
<br />0
<br />LIJ
<br /><
<br />V)
<br />uj
<br />tt UJ
<br />>
<br />(j <
<br />ti -
<br />V)
<br />I's
<br />SAN JOAQUIN COUNTY PUBLIC HEALTH SERVICES
<br />APPROVED: ENVIRONMENTAL HEALTH DIVISION
<br />DATE
<br />APPROVED: SAN JOAQUIN COUNTY BUREAU OF FIRE PREVENTION
<br />IN
<br />APPROVED: TRA\( -'l RURALARE DISTRICT
<br />NATURAL GAS & ELECTRICITY: PACIFIC GAS & ELECTRIC--, COUNTY OF SAN JOAQUIN
<br />(209) 4662261
<br />IRRIGATION DISTRICT: BANTA CARBONA IRRIGATION DI STRICT DEPARTMENT OF PUBLIC WORKS
<br />(209) 835-4670
<br />BOUNDARY LINE
<br />RIGHT OF WAY LINE
<br />FIRE DISTRICT:
<br />PROPERTY LINE
<br />CURB LINE
<br />TRACY JOINT UNION AND
<br />EARTH SWALE DIRECTIONAL FLOW
<br />90-\
<br />EXISTING CONTOUR LINE
<br />SCHOOL DISTRICTS (209)
<br />831-5032
<br />CATCH BASIN
<br />INDIVIDUAL SEPTIC TANKS AND LEACH FIELDS
<br />COUNTY SERVICE AREA NO, 44
<br />STORM DRAIN MANHOLE
<br />50 -
<br />STORM DRAIN PIPE
<br />FLOW LINE
<br />OUTFALL STRUCTURE
<br />R I. V, C.
<br />POINT OF INTERSECTION OF VERT, CURVE'
<br />RO.vC,
<br />POINT ON VERTICAL CURVE
<br />PR,VC,
<br />POINT ON REVERSE VERTICAL CURVE
<br />SHEETINDEX.
<br />'COVER SHEET, GENERAL NOTES
<br />2 'GRADING PLAN
<br />3. WALNUT COURT, HILLVIEW STREET,4.
<br />ERB WAY PLAN & PROFILE
<br />a. 7'M
<br />5. DETAILS
<br />6. DETAILS
<br />7. GRADING PLAN
<br />DATE
<br />8. 06:77A / L G
<br />I
<br />CB
<br />TC
<br />F/C
<br />H, R
<br />L, P.
<br />L. F
<br />I NV,
<br />RU,E,
<br />B,V, C,
<br />E ,V, C.
<br />E, C,
<br />B,C,
<br />B, C, R.
<br />E, C. R,
<br />P u R . C,
<br />0
<br />0--#
<br />TYPE I CURB INLET CATCH BASIN
<br />TOP OF CURB
<br />FACE OF CURB (DIKE) ELEVATION
<br />HIGH POINT
<br />LOW POINT
<br />LEACH FIELD
<br />INVERT ELEVATION
<br />PUBLIC UTILITY EASEMENT
<br />BEGINNING OF VERTICAL CURVE
<br />END OF VERTICAL CURVE
<br />END OF CURVE (HORIZONTAL)
<br />BEGINNING OF CURVE (HORIZONTAL.)
<br />BEGINNING OF CURVE RETURN
<br />END OF CURVE RETURN
<br />POINT ON REVERSE CURVE (HORIZONTAL
<br />BLUE STREET REFLECTOR
<br />THRUST BLOCK DETAIL
<br />FIRE HYDRANT
<br />STREET LIGHT
<br />COURT PLAN & PROFILE.
<br />VICINITY MAP
<br />:yr i
<br />w Z
<br />ca
<br />u
<br />ix CCJ
<br />uj
<br />z
<br />- z
<br />0 0
<br />z
<br />LIJ
<br />0
<br />0
<br />LIJ
<br /><
<br />V)
<br />uj
<br />tt UJ
<br />>
<br />(j <
<br />ti -
<br />V)
<br />I's
<br />SAN JOAQUIN COUNTY PUBLIC HEALTH SERVICES
<br />APPROVED: ENVIRONMENTAL HEALTH DIVISION
<br />DATE
<br />APPROVED: SAN JOAQUIN COUNTY BUREAU OF FIRE PREVENTION
<br />IN
<br />APPROVED: TRA\( -'l RURALARE DISTRICT
<br />NATURAL GAS & ELECTRICITY: PACIFIC GAS & ELECTRIC--, COUNTY OF SAN JOAQUIN
<br />(209) 4662261
<br />IRRIGATION DISTRICT: BANTA CARBONA IRRIGATION DI STRICT DEPARTMENT OF PUBLIC WORKS
<br />(209) 835-4670
<br />FIRE DISTRICT:
<br />TRACY RURAL FIRE DISTRICT (209) 835-1883
<br />SCHOOL DISTRICT:
<br />TRACY JOINT UNION AND
<br />JEFFERSON ELEMENTARY
<br />APPROVED
<br />SCHOOL DISTRICTS (209)
<br />831-5032
<br />SANITARY SERVICE:
<br />DOMESTIC WATER:
<br />INDIVIDUAL SEPTIC TANKS AND LEACH FIELDS
<br />COUNTY SERVICE AREA NO, 44
<br />STORM DRAINAGE.
<br />COUNTY SERVICE AREA NO.
<br />44
<br />HENRY HIRATA
<br />DIRECTOR OF PUBLIC WORKS
<br />a. 7'M
<br />APPROVED REVISION
<br />DATE
<br />DATE
<br />R.C.E. NO. 2125
<br />p
<br />CD
<br />z
<br />2
<br />Lu
<br />Cr
<br />monummm
<br />DATE
<br />DRAWN BY
<br />mm
<br />CHF. KED BY
<br />JOB NO,
<br />
|