|
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 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 SHAL,L, 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. CALL 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-BB-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 Ti-iTs 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 />THE GRADES SHOWN AT NO 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. FELL 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 PROVISIONS 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 IEEE
<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 AND SPECIFICATIONS 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. THE STORM DRAIN 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 />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 />r, I
<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 SHALE, 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 IMPROVEMENTS 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 COUNTY 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 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 />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 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 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 ALI,
<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 />34. 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 />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 SHALE, 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, 248-200-5, 248-200-6, 248-200-7, 248-200-8, 248-200-9,
<br />248-200-10, 248-200-11, 248-100-21, 248-200-12, 248-200-13,
<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. ALI, 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 T13E 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 QUAIMROLI & 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 />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 SMALLER MAY BE PVC SDR 35 PIPE PER
<br />ASTM F-679 AND ASTM D3034 I, I
<br />1 4
<br />ui
<br />75
<br />uj
<br />Z I
<br />z
<br />Q)
<br />z
<br />__j V)
<br /><
<br />IMPRU'VEMENT PLANS
<br />LU
<br />FOR
<br />T RACT NO,Cry
<br />2494
<br />0
<br />WALNUT GRuvE ESTATES NO. 2
<br />BEIL OF LOTS 112,3,4,596JA% 1 Ow11, 13,14, f.
<br />U- >
<br />AND 15 OF WALNUT GROVE ESTATESf MAPS & PLATS, (,) <
<br />VOLUME J30, PAGE 56, SAN JOAQUIN COUNTY RECORDS
<br />AND A PORTION OF LOT 39 OF THE "BRICHETTO TRACT
<br />OF THE CARBONA IRRIGATED FARMS' MAPS AND PLATS
<br />VOLUME 10', PAGE 113,SATV JOAQUIN COUNTY RECORDS.
<br />IN SECTION 3, T.3S.,R.,5E., M.D.B.& M.1
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />ifit Line F o a d )c C.'a
<br />............ .
<br />A M A
<br />0
<br />BANTAA
<br />4 u
<br />J13 Cb
<br />1 th St.
<br />r o hn R
<br />x
<br />0_1
<br />LEGEND TRACyle"'
<br />8 TYPE I CURB INLET CATCH BASIN 50ulte Rd FENSF
<br />BOUNDARY LINE TC TOP OF CURB C. ro ? c OEPOT
<br />F/C FACE OF CURB (DIKE) ELEVATION cn TRACY
<br />RIGHT OF WAY LINE 0 71 ()� 1: � ;
<br />4 - - 1 0
<br />H, R HIGH POINT CIJ141/ cc valpico R d. 1,e
<br />PROPERTY LINE L, P. LOW POINT A I
<br />CURB LINE PROJECT %c_� _1T
<br />LEACH FIELD
<br />L. F I A I I f a
<br />EARTH SCALE DIRECTIONAL FLOW I NV, INVERT ELEVATION PACIFIC f?, I
<br />11 _1*1 k- I - 11, f,, Linne R d, L.
<br />90 PUBLIC UTILITY EASEMENT
<br />EXISTING CONTOUR LINE RU�E, 0 t
<br />B.V, C. BEGINNING OF, VERTICAL CURVE 'r U-
<br />IRBONA 0 a -3
<br />I I F F 14 rA
<br />CATCH BASIN
<br />E•V,C. END OF VERTICAL CURVE
<br />STORM DRAIN MANHOLE EC. END OF CURVE (HORIZONTAL) "1 0 Tf E Lehman
<br />-a--50— STORM DRAIN PIPE B,C. BEGINNING OF CURVE (HORIZONTAL) A I R k`0 13 1
<br />D
<br />6, C. R. BEGINNING OF' CURVE RETURN
<br />FL FLOW LINE ce,
<br />E, C. R. END OF CURVE RETURN
<br />OUTFALL STRUCTURE P.R.C. POINT ON REVERSE CURVE (HORIZONTAL u r h a m Ferry
<br />E
<br />RI.V.C. POINT OF INTERSECTION OF VERT, CURVE' BLUE STREET REFLECTOR Ile- Z ew
<br />_u )
<br />POINT ON VERTICAL CURVE THRUST BLOCK DETAIL
<br />R 0. V. C, OSED
<br />P. R, V. C. POINT ON REVERSE VERTICAL CURVE FIRE HYDRANT 3 N G I F
<br />STRE.ET LIGHT
<br />ITE
<br />L 580""
<br />SHEET 111 D E \A/
<br />"I. COVER SHEET, GENERAL NOTES
<br />2. GRADING PLAN
<br />3. WALNUT COURT, HILLVIEW STREET, ERB COURT PLAN & PROFILE.
<br />4. ERB WAY PLAN & PROFILE ''ICINIT"' MAP
<br />5. D ETA I L S y
<br />6. DETAILS
<br />7. GRADING PLAN
<br />SAN JOAQUIN COUNTY PUBLIC HEALTH SERVICES
<br />APPROVED: ENVIRONMENTAL HEALTH DIVISION
<br />DATE
<br />APPROVED: SAN JOAQUIN COUNTY BUREAU OF FIRE PREVENTION
<br />AA'
<br />APPROVED: TRACT RURAL�RE DISTRICT
<br />DATE
<br />T j E 5/ DI ST9, IQ T S
<br />TELEPHONE: PACIFIC BELL TELEPHONE COMPANY (209) 811-4745 COUNTY OF SAN JOAQUIN
<br />NATURAL GAS & ELECTRICITY: PACIFIC GAS & ELECTRIC
<br />(209) 466-2261 DEPARTMENT OF PUBLIC WORKS
<br />IRRIGATION DISTRICT: BANTA CARBONA IRRIGATION DISTRICT
<br />(209) 835-4670
<br />FIRE DISTRICT: TRACY RURAL FIRE DISTRICT (209) 835-1883 APPROVED
<br />SCHOOL DISTRICT: TRACY JOINT UNION AND JEFFERSON ELEMENTARY DATE
<br />SCHOOL DISTRICTS (209) 831-5032
<br />SANITARY SERVICE: INDIVIDUAL SEPTIC TANKS AND LEACH FIELDS 1,,,.
<br />DOMESTIC WATER: COUNTY SERVICE AREA NO, 44
<br />STORM DRAINAGE: COUNTY SERVICE AREA NO, 44 HENRY M. _HIRATA R.C.E. NO. 21258
<br />DIRECTOR OF PUBLIC WORKS
<br />1/5
<br />APPROVED REVISION
<br />DATE
<br />wz
<br />z
<br />0
<br />cr
<br />. . . . . . . . . . . . . . .............
<br />............
<br />DATV,
<br />\rrn-
<br />DRAWN BY
<br />CHECKED BY
<br />Ai. -I L
<br />j06 NO,
<br />SHEET
<br />Q F e SHEETS
<br />3 Is 8,3
<br />Sa,
<br />m
<br />
|