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<br />152705
<br />1. All MATERIAL AND WORKMANSHIP SHALL CONFORM WITH THE SPECIFICATIONS, STANDARDS AND
<br />ORDINANCES OF THE SAN JOAQUIN COUNTY AND SHALL BE PART OF THESE IMPROVEMENT PLANS.
<br />STANDARD SPECIFICATIONS AND DETAILS ARE AVAILABLE IN THE OFFICE OF SAN JOAQUIN COUNTY
<br />DEPARTMENT OF PUBLIC WORKS.
<br />2. WHERE THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF THE WORK IN GENERAL TERMS BUT NOT IN
<br />COMPLETE DETAIL, IT IS UNDERSTOOD THAT ONLY THE BEST GENERAL PRACTICE IS TO PREVAIL AND THAT
<br />MATERIALS AND WORKMANSHIP OF THE FIRST QUALITY ARE TO BE USED. NOTED DIMENSIONS TAKE
<br />PRECEDENT OVER SCALE. ANY DISCREPANCY SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF
<br />QUARTAROLI AND ASSOCIATES, (209) 239-4908 AND SIEGFRIED ENGINEERING, INC. (209) 943-2021.
<br />3. CONTRACTORS SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING A BID,
<br />4. THE EXISTING UNDERGROUND UTILITIES ARE PLOTTED FROM AVAILABLE RECORDS. CONTRACTOR SHALL TAKE
<br />PRECAUTIONARY MEASURES TO PROTECT THESE UTILITIES, THE CONTRACTOR SHALL DO NO EXCAVATION
<br />UNTIL ALL UTILITY AGENCIES HAVE BEEN NOTIFIED AND HAVE BEEN GIVEN THE OPPORTUNITY TO MARK THEIR
<br />FACILITIES IN THE FIELD. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL
<br />EXISTING UTILITIES, PRIOR TO OPENING AN EXCAVATION, THE CONTRACTOR SHALL DETERMINE WHETHER
<br />UNDERGROUND INSTALLATIONS, I.E., SEWER, WATER, STORM DRAINAGE, ELECTRICAL LINES, GAS LINES,
<br />CABLE T.V. LINES, ETC. WILL BE ENCOUNTERED AND, THE APPROXIMATE LOCATION OF SUCH AN
<br />INSTALLATION. THE EXACT LOCATION SHALL BE DETERMINED BY CAREFUL PROBING OR HAND DIGGING AND,
<br />WHEN IT IS UNCOVERED, ADEQUATE PROTECTION SHALL BE PROVIDED FOR THE EXISTING INSTALLATION. ALL
<br />KNOWN OWNERS OF UNDERGROUND FACILITIES IN THE AREA CONCERNED SHALL BE ADVISED OF PROPOSED
<br />WORK AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO THE START OF ACTUAL EXCAVATION. CALL U.S.A.
<br />1-800-642-2444, P.G.&E. - (209) 466-4581, PACIFIC BELL TELEPHONE (209) 811-3300, SAN JOAQUIN COUNTY
<br />DEPARTMENT OF PUBLIC WORKS (209) 468-3000.
<br />THE DISCOVERY OF PREVIOUSLY UNKNOWN UTILITIES MAY REQUIRE THE RE-ROUTING OF SUCH UTILITIES OR
<br />MAY REQUIRE THE REDESIGN OF THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS WHICH MAY
<br />RESULT IN ADDITIONAL DESIGN COST, CONSTRUCTION COSTS AND CONSTRUCTION DELAYS TO THE
<br />OWNER/DEVELOPER.
<br />5. N 1
<br />6. SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS SHALL BE NOTIFIED BY THE CONTRACTOR AT LEAST
<br />48 HOURS IN ADVANCE OF ANY OFF-SITE CONSTRUCTION (209) 468-3000.
<br />7. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT THE WRITTEN
<br />AUTHORIZATION FROM QUARTAROLI AND ASSOCIATES AND SIEGFRIED ENGINEERING, INC.
<br />B. EACH CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THE REMOVAL OR RELOCATION OF ANY AND ALL
<br />EXISTING UTILITIES WITH THE RESPECTIVE UTILITY COMPANY, COST OF THIS COORDINATION IS TO BE
<br />INCLUDED IN THE PRICES BID FOR THE VARIOUS IMPROVEMENTS TO COMPLETE THE PROJECT.
<br />9. GENERAL CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
<br />CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS
<br />AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUALLY AND NOT BE LIMITED TO NORMAL
<br />WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, ENGINEER
<br />AND SURVEYOR HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
<br />PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE
<br />OF THE OWNER, ENGINEER, OR SURVEYOR.
<br />10. BENCH MARK: SAN JOAQUIN COUNTY BRASS DISC STAMPED "AA -BB -41.5" ON CONCRETE HEADWALL OF THE
<br />BANTA CARBONA IRRIGATION DISTRICT CANAL ON THE NORTHWESTERLY SIDE OF FAIROAKS ROAD
<br />APPROXIMATELY 850' SOUTH OF THE INTERSECTION OF FAIROAKS ROAD AND BATES ROAD.
<br />ELEVATION = 119.32.
<br />11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF ALL SURVEY AND CONSTRUCTION
<br />STAKES. SURVEY AND CONSTRUCTION STAKES THAT ARE LOST OR DESTROYED DUE TO THE CONTRACTOR'S
<br />NEGLIGENCE WILL BE RESET BY THE PROJECT SURVEYOR AT THE CONTRACTOR'S EXPENSE.
<br />12 CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING IMPROVEMENTS FROM DAMAGE.
<br />13. CONTRACTORS SHALL BE REQUIRED TO COOPERATE WITH THEMSELVES AND UTILITY COMPANIES INSTALLING
<br />NEW STRUCTURES, UTILITIES AND SERVICES TO THE DEVELOPMENT, AND ANY DELAY CAUSED BY SUCH
<br />INSTALLATION SHALL NOT BE CONSIDERED AS RIGHT-OF-WAY DELAY.
<br />14. ALL UNDERGROUND SERVICES SHALL BE INSTALLED IN CONFORMANCE WI111 11 IE REQUIREMENT S OF THE SAN
<br />JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS.
<br />15. GRADES SHOWN ON THIS PLAN DO NOT NECESSARILY REFLECT A BALANCE EARTHWORK CUT AND FILL
<br />QUANTITIES. CONTRACTOR SHALL IMPORT OR EXPORT EARTH MATERIALS AS REQUIRED IN ORDER TO
<br />CONSTRUCT THE IMPROVEMENTS TO THE GRADES SHOWN AT NO EXTRA COST TO THE OWNER.
<br />16. ANY FILL PLACED SHALL BE PROPERLY COMPACTED AS REQUIRED BY THE PLANS AND THESE SPECIFICATIONS.
<br />A. EARTH FILL TO ESTABLISH PAVED AREA SUBGRADE SHALL BE COMPACTED TO A MINIMUM RELATIVE
<br />COMPACTION OF 90% EXCEPT THAT THE AREA WITHIN SIX INCHES BELOW SUBGRADE SHALL BE
<br />COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 95%.
<br />B. EARTH FILL TO ESTABLISH FINISHED GRADE OUTSIDE THE PAVED AREAS AND BUILDING AREAS SHALL BE
<br />COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 90% WITHIN LOT AND 90% IN ROAD RIGHT-OF-
<br />WAY.
<br />C. FILL AND COMPACTION WITHIN THE BUILDING AREA SHALL BE COMPACTED TO A MINIMUM RELATIVE
<br />COMPACTION OF 90%.
<br />D. FILL SHALL BE NON -EXPANSIVE MATERIAL AND SHALL BE FREE OF VEGETATION OR DELETERIOUS MATTER.
<br />FILL SHALL BE COMPACTED IN LIFTS NOT TO EXCEED EIGHT INCHES.
<br />ALL AREAS TO BE COVERED WITH ASPHALT CONCRETE PAVEMENT SHALL HAVE A SUBGRADE COMPACTED TO
<br />95% RELATIVE COMPACTION TO A POINT SIX INCHES BELOW SUBGRADE.
<br />17. CONTRACTOR'S BID SHALL INCLUDE THE COST OF ANY NECESSARY SOILS COMPACTION AND MATERIALS
<br />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 SHALL OBTAIN A MINIMUM
<br />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 3/4".
<br />4) SLURRY - 5" MAXIMUM.
<br />5) CURING - KEEP WET MINIMUM OF 7 DAYS, OR APPLY MEMBRANE CURING COMPOUND APPROVED BY
<br />THE ENGINEER.
<br />6) VIBRATION - ALL CONCRETE SHALL BE VIBRATED INTO PLACE WITH A MECHANICAL VIBRATOR.
<br />7) FORM REMOVAL - SIDE FORMS OF FOUNDATIONS AND SLABS, MINIMUM OF 2 DAYS,
<br />8) TESTING IN ACCORDANCE WITH AGI -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 TO THE PROVISIONS OF
<br />SECTION 39 OF THE CALTRANS STANDARD SPECIFICATIONS. THE PENETRATION RANGE OF PAVING ASPHALT
<br />SHALL BE AR -4000; AGGREGATE SHALL BE ONE-HALF ('/2") INCH MAXIMUM MEDIUM GRADING FOR
<br />SURFACING.
<br />PRIME COAT SHALL BE A LIQUID ASPHALT GRADE SC -250 OR SC -70 AND SHALL BE APPLIED TO THE ENTIRE
<br />PAVED AREA AND THE COST SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ASPHALT CONCRETE. PRIME
<br />COAT SHALL BE PLACED 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 REQUIREMENTS OF
<br />SECTION 26-102B OF THE CALTRANS STANDARD SPECIFICATIONS. SPREADING AND COMPACTING AGGREGATE
<br />BASE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 26-1.04 OF THE CALTRANS STANDARD
<br />SPECIFICATION.
<br />20. THE GRADING AND PAVING CONTRACTOR SHALL ADJUST TO FINISHED GRADE THE TOPS OF ALL PROPOSED
<br />AND EXISTING SANITARY SEWER MANHOLES, STORM DRAIN MANHOLES, VALVE BOXES AND WATER METER
<br />BOXES, ETC., AND THE COST 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 PLANS, AND SAN
<br />JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS ADOPTED UNIFORM PLUMBING CODE, AND UNIFORM
<br />BUILDING CODE. PIPE MATERIAL SHALL BE THAT ALLOWED BY THE UNIFORM PLUMBING CODE AND SAN
<br />JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
<br />THAT THE TYPE AND SPECIFICATIONS OF ALL MATERIAL FITTINGS ETC CONFORM TO SAN JOAQUIN COUNTY
<br />DEPARTMENT OF PUBLIC WORKS STANDARDS AND SPECIFICATIONS.
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR PRESSURE AND BACTERIA TESTING OF WATER LINES AS REQUIRED
<br />BY SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS. BACTERIA TESTS SHALL BE TAKEN BY A
<br />CERTIFIED LABORATORY TECHNICIAN.
<br />REFER TO SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS FOR ALL WATER LINE TESTING
<br />REQUIREMENTS.
<br />22. THE STORM DRAIN PIPELINE AND SANITARY SEWER PIPELINEHALL BE CONSTRUCTED
<br />S IN ACCORDANCE WITH
<br />THESE PLANS, AND SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS ADOPTED UNIFORM PLUMBING
<br />CODE, AND UNIFORM BUILDING CODE. PIPE MATERIAL SHALL BE THAT ALLOWED BY THE UNIFORM PLUMBING
<br />CODE AND SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS. IT IS THE CONTRACTOR'S
<br />RESPONSIBILITY TO VERIFY THAT THE TYPE AND SPECIFICATIONS OF ALL MATERIAL FITTINGS ETC CONFORM
<br />TO SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS STANDARDS AND SPECIFICATIONS. MATERIAL
<br />SELECTION SHALL BE SUBMITTED TO THE CIVIL ENGINEER FOR REVIEW.
<br />23. GRADING AND PAVING CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL ELECTRICAL, LANDSCAPE
<br />IRRIGATION, AND UNDERGROUND UTILITY CONDUITS WITH APPROPRIATE SUB -CONTRACTORS AND UTILITY
<br />COMPANIES PRIOR TO CONSTRUCTION,
<br />24. THE OFFICE OF QUARTAROLI AND ASSOCIATES, 310 SUN WEST PLACE, SUITE "A", MANTECA, CALIFORNIA
<br />(209) 239-4908, SHALL BE NOTIFIED FIVE (5) WORKING DAYS IN ADVANCE OF ANY REQUIRED CONSTRUCTION
<br />SURVEYING,
<br />25. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER NINE, SECTION 6705, 6706, 6707, OF
<br />THE STATE LABOR CODE.
<br />26. CONTRACTORS AND SUB -CONTRACTORS BIDDING ON THIS PROPOSED PROJECT SHALL CAREFULLY EXAMINE
<br />THESE PLANS AND CAREFULLY REVIEW THE CONSTRUCTION SITE TO OBTAIN FIRST HAND KNOWLEDGE OF
<br />EXISTING CONDITIONS AND TO DETERMINE SPECIFICALLY WHAT IS REQUIRED TO BE ACCOMPLISHED IN HIS
<br />PORTION OF THE TOTAL WORK. IF ANY DOUBT EXISTS TO THE INTENT OF THE PLANS, SPECIFIC DETAILS,
<br />CONSTRUCTION NOTES, OR IF THE CONTRACTOR AND SUB -CONTRACTOR REQUIRES ADDITIONAL
<br />INFORMATION, IT MUST BE CLARIFIED WITH QUARTAROLI AND ASSOCIATES AND SIEGFRIED ENGINEERING, INC.
<br />PRIOR TO BIDDING, OR HIS BID SHOULD STATE ACCURATELY WHAT IS INCLUDED AND WHAT IS EXCLUDED.
<br />27. CONTRACTOR AND ANY SUB -CONTRACTOR USING PLANS WHICH ARE UNAPPROVED BY SAN JOAQUIN COUNTY
<br />DEPARTMENT OF PUBLIC WORKS AND PLANNING DEPARTMENTS SHALL DO SO AT THEIR OWN RISKS.
<br />QUARTAROLI AND ASSOCIATES AND SIEGFRIED ENGINEERING WILL NOT BE HELD RESPONSIBLE FOR USAGE OF
<br />SUCH PLANS FOR THE CONSTRUCTION OF THIS PROJECT,
<br />28. IN THE EVENT THAT QUARTAROLI AND ASSOCIATES OR SIEGFRIED ENGINEERING, INC. IS NOT EMPLOYED TO
<br />DO THE CONSTRUCTION SURVEYING FOR THIS PROJECT, THIS NOTE IS TO GIVE FORMAL NOTICE TO
<br />OWNER/DEVELOPER AND CONTRACTOR THAT QUARTAROLI AND ASSOCIATES AND SIEGFRIED ENGINEERING
<br />CANNOT, AND WILL NOT TAKE RESPONSIBILITY FOR ERRORS OR OMISSIONS REGARDING THESE IMPROVEMENT
<br />PLANS, IF ANY, WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN AVOIDED OR DETECTED AND/OR
<br />CORRECTED OR MITIGATED HAD QUARTAROLI AND ASSOCIATES OR SIEGFRIED ENGINEERING, INC. DONE THE
<br />CONSTRUCTION SURVEYING.
<br />29. INSPECTION DURING CONSTRUCTION:
<br />ANY IMPROVEMENTS CONSTRUCTED TO THE SPECIFICATIONS AND WHICH IT IS INTENDED THAT SAN JOAQUIN
<br />COUNTY WILL ASSUME MAINTENANCE RESPONSIBILITY, MUST BE INSPECTED DURING CONSTRUCTION BY AN
<br />AUTHORIZED AGENT OF SAN JOAQUIN COUNTY. EACH PHASE OF CONSTRUCTION MUST BE INSPECTED AND
<br />APPROVED PRIOR TO PROCEEDING TO THE SUBSEQUENT PHASES. ANY IMPROVEMENTS CONSTRUCTED
<br />WITHOUT INSPECTION AS PROVIDED ABOVE OR CONSTRUCTED CONTRARY TO THE ORDER OR INSTRUCTIONS
<br />OF THE AUTHORIZED AGENT OF SAN JOAQUIN COUNTY WILL BE DEEMED AS NOT COMPLYING WITH SAN
<br />JOAQUIN COUNTY STANDARDS AND SPECIFICATIONS, AND WILL NOT BE ACCEPTED BY SAN JOAQUIN COUNTY
<br />FOR MAINTENANCE PURPOSES, SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS WILL PERFORM FIELD
<br />INSPECTIONS FOR THIS PROJECT.
<br />30. CHANGES ON PLANS AND SPECIFICATIONS
<br />ANY CHANGES TO THE APPROVED IMPROVEMENT PLANS AND SPECIFICATIONS MUST BE PREPARED AND
<br />APPROVED BY SIEGFRIED ENGINEERING, INC. AND SHALL BE SUBMITTED TO SAN JOAQUIN COUNTY
<br />DEPARTMENT OF PUBLIC WORKS FOR APPROVAL PRIOR TO IMPLEMENTATION.
<br />31. THIS SITE CONTAINS 9.56 ± ACRE5 69055
<br />32. ALL TRAFFIC SIGNS AND MARKINGS SHALL CONFORM TO SAN JOAQUIN COUNTY STANDARDS AND TO THE
<br />MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
<br />33. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
<br />CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS
<br />AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
<br />WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS, THE
<br />COUNTY OF SAN JOAQUIN, ITS ELECTED OFFICIALS, OFFICERS, EMPLOYEES AND AGENTS FROM ANY AND ALL
<br />CLAIMS, COSTS OF LITIGATION, DAMAGES, AND ATTORNEY'S FEES, FOR PERSONAL INJURY OR PROPERTY
<br />DAMAGE OF WHATEVER NATURE WHICH ARE CLAIMED TO HAVE OCCURRED DURING THE TERM OF THIS
<br />PROJECT.
<br />34. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MARKING ALL LANDSCAPE IRRIGATION AND
<br />PARKING LOT ELECTRICAL CONDUITS PRIOR TO LAYING OF PARKING LOT ASPHALT.
<br />35. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PARKING STALL WIDTHS, DRIVEWAY WIDTHS,
<br />PLANTER WIDTHS AND ROAD PAVING WIDTHS AFTER THE CONCRETE FORMS ARE SET AND PRIOR TO POURING
<br />OF CONCRETE OR THE PLACEMENT OF ASPHALT CONCRETE TO INSURE CONFORMANCE WITH PLANS, AND SAN
<br />JOAQUIN COUNTY PARKING AND ROAD PAVEMENT WIDTH REQUIREMENTS AND STANDARDS. ANY
<br />DISCREPANCY MUST BE BROUGHT TO THE ENGINEERS AND SURVEYORS IMMEDIATE ATTENTION IN WRITING.
<br />36. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY MARKING THE INSTALLED LOCATION OF ALL
<br />SANITARY SEWER, WATER SERVICES AND FIRE LINE SERVICES AT THE TIME OF INSTALLATION.
<br />37. ALL UTILITIES SHALL BE UNDERGROUND, UNLESS SPECIFICALLY NOTED OTHERWISE ON PLANS.
<br />38. ALL HANDICAPPED RAMPS, PARKING STALLS, SIGNAGE, AND STRIPING SHALL BE PER STATE OF CALIFORNIA
<br />STANDARDS AND SPECIFICATIONS, AND 5AN JOAQUIN COUNTY REQUIREMENTS
<br />39. THE SITE ADDRESS IS: 8150 W. BATES ROAD, TRACY, CA 95376,
<br />40. THE ASSESSORS PARCEL NUMBER IS 248-220-17.
<br />41. THIS PROJECT SHALL IMPLEMENT THE AIR POLLUTION CONTROL DISTRICT'S FUGITIVE DUST CONTROL
<br />MEASURES AND OZONE EMISSION MEASURES DURING CONSTRUCTION.
<br />42. ALL EARTHWORK AND GRADING SHALL BE IN CONFORMANCE WITH CHAPTERS 29 AND 70 OF THE UNIFORM
<br />BUILDING CODE,
<br />43. THE INTENT OF THE GRADING PLAN IS TO PROVIDE GRADES TO RECEIVE PAVEMENT AND STORM DRAINAGE
<br />FACILITIES.
<br />44. THE TOTAL EARTHWORK QUANTITY IS:
<br />VOLUME OF CUT = 9,000± CUBIC YARDS
<br />THESE EARTHWORK QUANTITIES ARE NOT BID QUANTITIES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
<br />VERIFY ALL QUANTITIES. (REFER TO NOTE No. 15)
<br />45. THE SAN JOAQUIN COUNTY MAJOR 6UBPIV1510N APPLICATION NUMBER IS SU- 91-7 4 RA -92-1
<br />46. CONTRACTORS SHALL PROVIDE 2"x4" REDWOOD HEADER BOARD AT ALL PAVING EDGES EXCEPT WHERE
<br />PAVING ABUTS BUILDINGS, SIDEWALKS, CURBS OR OTHER PAVED SURFACES, UNLESS OTHERWISE NOTED ON
<br />PLANS.
<br />47. CONTRACTORS SHALL FOLLOW SAN JOAQUIN COUNTY STANDARD CONSTRUCTION PLANS AND
<br />SPECIFICATIONS AND PROJECT SPECIFICATIONS IF ANY. SAN JOAQUIN COUNTY STANDARD CONSTRUCTION
<br />PLANS AND SPECIFICATIONS ARE AVAILABLE FROM THE SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC
<br />WORKS, 1810 HAZELTON AVENUE, STOCKTON, CA. AND PROJECT SPECIFICATIONS ARE AVAILABLE FROM
<br />QUARTAROLI & ASSOCIATES, INC., 310 SUN WEST PLACE, SUITE A, MANTECA, CA.
<br />48. CONTRACTOR SHALL SUBMIT TO QUARTAROLI & ASSOCIATES FOR APPROVAL EQUIPMENT AND MATERIAL
<br />SPECIFICATION OF ITEMS HE WISHES TO SUBSTITUTE FROM THAT WHICH IS SPECIFIED ON THE IMPROVEMENT
<br />PLANS, SAN JOAQUIN COUNTY STANDARD PLANS AND SPECIFICATIONS AND PROJECT SPECIFICATIONS.
<br />49. N/A
<br />50. CONTRACTOR SHALL NOT CAUSE THE CONSTRUCTION SURVEY STAKES TO BE DESTROYED OR REMOVED UNTIL
<br />THE IMPROVEMENTS HAVE BEEN ACCEPTED BY THE INSPECTOR. CONTRACTOR SHALL COORDINATE
<br />ACCEPTANCE OF IMPROVEMENTS BY THE INSPECTOR SO THAT THE PREVIOUS SET OF CONSTRUCTION STAKES
<br />DO NOT CONFLICT WITH THE NEXT PHASE OF CONSTRUCTION,
<br />51. QUARTAROLI AND ASSOCIATES, INC. SIEGFRIED ENGINEERING, INC. AND SUB -CONSULTANTS SHALL NOT BE
<br />PROVIDING INSPECTIONS, CONSTRUCTION SUPERVISION, OR PROJECT MANAGEMENT SERVICES FOR THIS
<br />PROJECT UNLESS SPECIFICALLY SPECIFIED IN THE SCOPE OF SERVICES OF THE PROJECT CONTRACT, IT IS
<br />ASSUMED THAT THE OWNER/DEVELOPER SHALL EMPLOY A COMPETENT CONTRACTOR, WHICH IS EXPERIENCED
<br />IN THE WORK BEING PROPOSED ON THESE IMPROVEMENT PLANS AND IS KNOWLEDGEABLE OF LOCAL
<br />CONSTRUCTION STANDARDS, PROCEDURES AND POLICIES,
<br />52. ALL LINEAR FOOTAGES, AREAS OR VOLUMETRIC AMOUNTS OF PIPING MATERIAL, CONCRETE, ASPHALT
<br />CONCRETE, EXCAVATION AND IMPORT FILL MATERIAL SHOWN ON THESE IMPROVEMENT PLANS ARE
<br />APPROXIMATE. ACTUAL AS -BUILT FIELD MEASUREMENTS SHALL PREVAIL.
<br />53, PRIOR TO ACCF-PTANCE. OF IMPROVEMENTS, i5TREET LI6HT5 SHALL ,BE INSTALLED AND
<br />ENER617eD, P6fe WILL MAINTAIIy ALL OrREET LIGh'TS ANO S7ANDARD6 UPON
<br />ACGEPiRNCE Of PROJECT A5 COMPLCrE . bCHEOULE 70 BF L51 - E.
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<br />GATE VALVE AND VALVE BOX
<br />BOUNDARY LINE
<br />RIGHT OF WAY LINE
<br />PROPERTY LINE
<br />CURB LINE
<br />EARTH SWALE DIRECTIONAL FLOW
<br />EXISTING CONTOUR LINE
<br />CATCH BASIN
<br />STORM DRAIN MANHOLE
<br />EXISTING STORM DRAIN PIPE
<br />EXISTING WATER MAIN PIPE
<br />PROPOSED WATER MAIN PIPE
<br />BLOW -OFF
<br />BLUE STREET REFLECTOR
<br />STREET SIGN
<br />THRUST BLOCK
<br />FIRE HYDRANT
<br />STREET LIGHT
<br />SURVEY MONUMENT
<br />IMPROVEMENT PLANS FOR
<br />TRACT NO. 2651
<br />MANCUSO ESTATES
<br />UNIT NO. 3
<br />A PORTION OF LOT 41 OF THE
<br />"BRICHETTO 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 />PROPOSED PAVEMENT REMOVAL
<br />FLOWLINE GRADE FOR PROPOSED SWALE
<br />CATCHBASIN
<br />CENTERLINE
<br />BEGINNING OF CURVE
<br />BEGINNING OF CURVE RETURN
<br />FACE OF CURB
<br />FLOWLINE
<br />HIGH POINT
<br />INVERT ELEVATION
<br />LEACH FIELD
<br />LOW POINT
<br />PUBLIC UTILITY EASEMENT
<br />PROPERTY LINE
<br />POINT ON REVERSE CURVE
<br />STORM DRAIN EASEMENT
<br />TOP OF CURB ELEVATION
<br />POINT ON COMPOUND CURVE
<br />BEGIN VERTICAL CURVE
<br />END VERTICAL CURVE
<br />KEY MAP
<br />SCALE: 1" = 200'
<br />OWNER/DEVELOPER
<br />W.D.O., INC.
<br />7599 LINNE ROAD
<br />TRACY, CA 95376
<br />THIS SIGNIFIES THE OWNER/DEVELOPER HAS REVIEWED THE FINAL COUNTY
<br />APPROVED IMPROVEMENT PLANS AND SPECIFICATIONS FOR MANCUSO ESTATES
<br />UNIT NO.3, TRACT NO. 2651, AND ACKNOWLEDGE THE INFORMATION AND DATA
<br />SHOWN CONFORMS TO THAT WHICH THEY PROPOSED.
<br />W.D.O., INC. DATE
<br />VICINITY MAP
<br />ND CAIF-
<br />CT SIT
<br />SHEET INDEX
<br />I
<br />NATURAL GAS &
<br />Q
<br />ELECTRICITY:
<br />1.
<br />TITLE SHEET / GENERAL NOTES
<br />BANTA CARBONA IRRIGATION DISTRICT (209) 835-4670
<br />2.
<br />GRADING PLAN
<br />SCHOOL DISTRICT:
<br />3.
<br />FAGIN COURT - PLAN & PROFILE
<br />SCHOOL DISTRICTS (209) 831-5032
<br />4.
<br />RENEE AVENUE - PLAN & PROFILE
<br />DOMESTIC WATER:
<br />5.
<br />DETAIL SHEET
<br />COUNTY SERVICE AREA NO. 44
<br />6.
<br />DETAIL SHEET
<br />011111111111111111
<br />7. STORM DRAIN POND DETAILS
<br />UTILITIES/DISTRICTS
<br />TELEPHONE:
<br />PACIFIC BELL TELEPHONE COMPANY (209) 811-4745
<br />NATURAL GAS &
<br />Q
<br />ELECTRICITY:
<br />PACIFIC GAS & ELECTRIC COMPANY (209) 466-2261
<br />IRRIGATION DISTRICT:
<br />BANTA CARBONA IRRIGATION DISTRICT (209) 835-4670
<br />FIRE DISTRICT:
<br />TRACY RURAL FIRE DISTRICT (209) 835-1883
<br />SCHOOL DISTRICT:
<br />TRACY JOINT UNION AND JEFFERSON ELEMENTARY
<br />SCHOOL DISTRICTS (209) 831-5032
<br />SANITARY SERVICE:
<br />INDIVIDUAL SEPTIC TANKS AND LEACH FIELDS
<br />DOMESTIC WATER:
<br />COUNTY SERVICE AREA NO. 44
<br />STORM DRAINAGE:
<br />COUNTY SERVICE AREA NO. 44
<br />STREET- LIGHTING: COUNTY 5ERYICE AREA NO.44
<br />APPROVED: ENVIRONMENTAL HEALTH DIVISION
<br />DATE
<br />APPROVED: SAN JOAQUIN COUNTY BUREAU OF FIRE PREVENTION
<br />C&
<br />DATE
<br />COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF PUBLIC WORKS
<br />Yh l t5SI0SiUM1 j ` APPROVED
<br />Y° �m v`�`, DATE
<br />Er c,
<br />'HENRYM. HIRVA R.C.E. NO. 21258
<br />1F� 12197r�"X.
<br />DIRECTOR OF PUBLIC WORKS
<br />Y a tf f' APPROVED REVISION
<br />DATE
<br />SIEGFRIED ENGINEERING, Inc. ���
<br />Civil Engineering• Land SurvMnq • Sfiue3urol Engin••21nq • Planning
<br />"" GrsneAe 9c. SbcNen. G 952"-2399-209 9"-2021 • FM 209 942-0214
<br />ORAWN in, RAG cNEcKm er A -TL ljos N0. 5/&79 -27 1,A, APRIL , 1994
<br />omcN er ATL rDWO O N.. AJL P.B. No. FU NO. -423
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