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1. A4I MATERIAL AND WORKMANSHIP SHALL CONFORM WITH THE SPECIFICATIONS, STANDARDS
<br />AND ORDINANCES OF THE SAN JOAQUIN COUNTY AND SHALL BE PART OF THESE IMPROVEMENT
<br />PLANS. STANDARD SPECIFICATIONS AND DETAILS ARE AVAILABLE IN THE OFFICE OF SAN
<br />JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS.
<br />2. WHERE THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF THE WORK IN GENERAL
<br />TERMS BUT NOT IN COMPLETE DETAIL, IT IS UNDERSTOOD THAT ONLY THE BEST GENERAL
<br />PRACTICE IS TO PREVAIL AND THAT MATERIALS AND WORKMANSHIP OF THE FIRST QUALITY
<br />ARE TO BE USED. NOTED DIMENSIONS TAKE PRECEDENT OVER SCALE. ANY DISCREPANCY
<br />SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF QUARTAROLI AND ASSOCIATES,
<br />(209) 239-4908 AND SIEGFRIED ENGINEERING, INC. (209) 943-2021.
<br />3. CONTRACTORS SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS PRIOR TO
<br />SUBMITTING A BID.
<br />4. THE EXISTING UNDERGROUND UTILITIES ARE PLOTTED FROM AVAILABLE RECORDS.
<br />CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THESE UTILITIES. THE
<br />CONTRACTOR SHALL DO NO EXCAVATION UNTIL ALL UTILITY AGENCIES HAVE BEEN
<br />NOTIFIED AND HAVE BEEN GIVEN THE OPPORTUNITY TO MARK THEIR FACILITIES IN THE
<br />FIELD. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL
<br />EXISTING UTILITIES. PRIOR TO OPENING AN EXCAVATION, THE CONTRACTOR SHALL
<br />DETERMINE WHETHER UNDERGROUND INSTALLATIONS, I.E., SEWER, WATER, STORM
<br />DRAINAGE, ELECTRICAL LINES, GAS LINES, CABLE T.V. LINES, ETC. WILL BE ENCOUNTERED
<br />AND, THE APPROXIMATE LOCATION OF SUCH AN INSTALLATION. THE EXACT LOCATION
<br />SHALL BE DETERMINED BY CAREFUL PROBING OR HAND DIGGING AND, WHEN IT IS
<br />UNCOVERED, ADEQUATE PROTECTION SHALL BE PROVIDED FOR THE EXISTING
<br />INSTALLATION. ALL KNOWN OWNERS OF UNDERGROUND FACILITIES IN THE AREA
<br />CONCERNED SHALL BE ADVISED OF PROPOSED WORK AT LEAST FORTY-EIGHT (48) HOURS
<br />PRIOR TO THE 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 AND ALL
<br />SPECIFIC REQUIREMENTS OR CONSTRUCTION DETAILS IMPOSED BY THE ENCROACHMENT
<br />PERMIT SHALL BECOME A PART OF THESE IMPROVEMENT PLANS.
<br />6. SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS SHALL BE NOTIFIED BY THE
<br />CONTRACTOR AT LEAST 48 HOURS IN ADVANCE OF ANY OFF-SITE CONSTRUCTION
<br />(209) 468-3000.
<br />7. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT
<br />THE WRITTEN AUTHORIZATION FROM QUARTAROLI AND ASSOCIATES AND SIEGFRIED
<br />ENGINEERING, INC.
<br />8. EACH CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THE REMOVAL OR RELOCATION
<br />OF ANY AND ALL EXISTING UTILITIES WITH THE RESPECTIVE UTILITY COMPANY. COST OF
<br />THIS COORDINATION IS TO BE INCLUDED IN THE PRICES BID FOR THE VARIOUS
<br />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 CONSTRUCTION OF THIS
<br />PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT
<br />SHALL APPLY CONTINUALLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT
<br />THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, ENGINEER AND
<br />SURVEYOR HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION
<br />WITH THE 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: USGS BRASS CAP RIVETTED ON TOP OF 3-1/2" IRON PIPE PROJECTING 1 FOOT
<br />ABOVE GROUND ON EAST SIDE OF TRACY BOULEVARD STAMPED
<br />11 (USGS) ELEVATION = 10.98
<br />11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF ALL SURVEY AND
<br />CONSTRUCTION STAKES. SURVEY AND CONSTRUCTION STAKES THAT ARE LOST OR
<br />DESTROYED DUE TO THE CCNTRACTOR'S NEGLIGENCE WILL BE RESET BY THE PROJECT
<br />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 UTILITY
<br />COMPANIES INSTALLING NEW STRUCTURES, UTILITIES AND SERVICES TO THE DEVELOPMENT,
<br />AND ANY DELAY CAUSED BY SUCH INSTALLATION SHALL NOT BE CONSIDERED AS
<br />HiGHT-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 EARTHWORK
<br />CUT AND FILL QUANTITIES. CONTRACTOR SHALL IMPORT OR EXPORT EARTH MATERIALS AS
<br />REQUIRED IN ORDER TO CONSTRUCT THE IMPROVEMENTS TO THE GRADES SHOWN AT NO
<br />EXTRA COST TO THE OWNER.
<br />16. ANY FILL PLACED SHALL BE PROPERLY COMPACTED AS REQUIRED BY THE PLANS AND THESE
<br />SPECIFICATIONS.
<br />A. EARTH FILL TO ESTABLISH PAVED AREA SUBGRADE SHALL BE COMPACTED TO A
<br />MINIMUM RELATIVE COMPACTION OF 90% EXCEPT THAT THE AREA WITHIN SIX INCHES
<br />BELOW SUBGRADE SHALL BE COMPACTED TO A MINIMUM RELATIVE COMPACTION OF
<br />95%.
<br />B. EARTH FILL TO ESTABLISH FINISHED GRADE OUTSIDE THE PAVED AREAS AND BUILDING
<br />AREAS SHALL BE COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 80% WITHIN
<br />LOT AND 90% IN ROAD RIGHT-OF-WAY,
<br />C. FILL AND COMPACTION WITHIN THE BUILDING AREA SHALL BE IN ACCORDANCE WITH THE
<br />BUILDING PLANS AND/OR SPECIFICATIONS.
<br />D. FILL SHALL BE NON -EXPANSIVE MATERIAL AND SHALL BE FREE OF VEGETATION OR
<br />DELETERIOUS MATTER. FILL SHALL BE COMPACTED IN LIFTS NOT TO EXCEED EIGHT
<br />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 COMPACTION
<br />AND MATERIALS TESTING.
<br />18. ASPEeLT CONCRETE: ASPHALT CONCRETE SHALL BE TYPE B AND SHALL CONFORM
<br />TO TME PROVISIONS OF SECTION 39 OF THE CALTRANS STANDARD SPECIFICATIONS.
<br />THE PENETRATION RANGE OF PAVING ASPHALT SHALL BE AR -4000; AGGREGATE
<br />SHA!.L BE ONE-HALF (Y2") INCH MAXIMUM MEDIUM GRADING FOR SURFACING.
<br />PRIME COAT SHALL BE A LIQUID ASPHALT GRADE SC -250 OR SC -70 AND SHALL BE APPLIED
<br />TO THE ENTIRE PAVED AREA AND THE COST SHALL BE INCLUDED IN THE UNIT PRICE BID FOR
<br />ASPHALT CONCRETE. PRIME COAT SHALL BE PLACED IN ACCORDANCE WITH THE
<br />REQUIREMENTS OF SECTION 39-4 OF THE CALTRANS STANDARD SPECIFICATIONS.
<br />AGGREGATE BASE: AGGREGATE BASE SHALL BE CLASS TWO CONFORMING TO THE
<br />REQU REMENTS OF SEC-iON 26-102B OF THE CALTRANS STANDARD SPECIFICATIONS.
<br />SPR=.%DING AND COMPACTING AGGREGATE BASE SHALL CONFORM TO THE REQUIREMENTS
<br />OF SECTION 26-1.04 OF THE CALTRANS STANDARD SPECIFICATION.
<br />19. GRADING AND PAVING CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL
<br />ELECTRICAL, LANDSCAPE IRRIGATION, AND UNDERGROUND UTILITY CONDUITS WITH
<br />APPROPRIATE SUB -CONT. ,ACTORS AND UTILITY COMPANIES PRIOR TO CONSTRUCTION.
<br />20. THE OFFICE OF QUARTAROLI AND ASSOCIATES, 310 SUN WEST PLACE, SUITE "A", MANTECA,
<br />CALIFORNIA (209) 239-4908, SHALL BE NOTIFIED FIVE (5) WORKING DAYS IN ADVANCE CF ANY
<br />REQUIRED CONSTRUCTION SURVEYING.
<br />21. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER NINE, SECTION 6705, 6706,
<br />6707, OF THE STATE LABOR CODE.
<br />22. CONTRACTORS AND SUB -CONTRACTORS BIDDING ON THIS PROPOSED PROJECT SHALL
<br />CAREFULLY EXAMINE THESE PLANS AND CAREFULLY REVIEW THE CONSTRUCTION SITE TO
<br />OBTAIN FIRST HAND KNOWLEDGE OF EXISTING CONDITIONS AND TO DETERMINE SPECIFICALLY
<br />WHAT IS REQUIRED TO BE ACCOMPLISHED IN HIS PORTION OF THE TOTAL WORK. IF ANY DOUBT
<br />EXISTS TO THE INTENT OF THE PLANS, SPECIFIC DETAILS, CONSTRUCTION NOTES, OR IF THE
<br />CONTRACTOR AND SUB -CONTRACTOR REQUIRES ADDITIONAL INFORMATION, IT MUST BE
<br />CLARIFIED WITH QUARTAROLI AND ASSOCIATES AND SIEGFRIED ENGINEERING, INC. PRIOR TO
<br />BIDDING, OR HIS BID SHOULD STATE ACCURATELY WHAT IS INCLUDED AND WHAT IS EXCLUDED.
<br />23. CONTRACTOR AND ANY SUB -CONTRACTOR USING PLANS WHICH ARE UNAPPROVED BY SAN
<br />JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS AND PLANNING DEPARTMENTS SHALL DO SO
<br />AT THEIR OWN RISKS. QUARTAROLI AND ASSOCIATES AND SIEGFRIED ENGINEERING WILL NOT BE
<br />HELD RESPONSIBLE FOR USAGE OF SUCH PLANS FOR THE CONSTRUCTION OF THIS PROJECT.
<br />24. IN THE EVENT THAT QUARTAROLI AND ASSOCIATES OR SIEGFRIED ENGINEERING, INC. IS NOT
<br />EMPLOYED TO DO THE CONSTRUCTION SURVEYING, THIS NOTE IS TO GIVE FORMAL NOTICE THAT
<br />QUARTAROLI AND ASSOCIATES AND SIEGFRIED ENGINEERING CANNOT, AND WILL NOT TAKE
<br />RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND WHICH COULD
<br />HAVE BEEN AVOIDED OR DETECTED AND/OR CORRECTED OR MITIGATED HAD QUARTAROLI AND
<br />ASSOCIATES OR SIEGFRIED ENGINEERING, INC. DONE THE CONSTRUCTION SURVEYING.
<br />25. INSPECTION DURING CONSTRUCTION:
<br />ANY IMPROVEMENTS CONSTRUCTED TO THE SPECIFICATIONS AND WHICH IT IS INTENDED THAT
<br />SAN JOAQUIN COUNTY WILL ASSUME MAINTENANCE RESPONSIBILITY, MUST BE INSPECTED
<br />DURING CONSTRUCTION BY AN AUTHORIZED AGENT OF SAN JOAQUIN COUNTY. EACH PHASE
<br />OF CONSTRUCTION MUST BE INSPECTED AND APPROVED PRIOR TO PROCEEDING TO THE
<br />SUBSEQUENT PHASES. ANY IMPROVEMENTS CONSTRUCTED WITHOUT INSPECTION AS
<br />PROVIDED ABOVE OR CONSTRUCTED CONTRARY TO THE ORDER OR INSTRUCTIONS OF THE
<br />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
<br />JOAQUIN COUNTY FOR MAINTENANCE PURPOSES. SAN JOAQUIN COUNTY DEPARTMENT OF
<br />PUBLIC WORKS WILL PERFORM FIELD INSPECTIONS FOR THIS PROJECT.
<br />26. CHANGES ON PLANS AND SPECIFICATIONS
<br />ANY CHANGES TO THE APPROVED IMPROVEMENT PLANS AND SPECIFICATIONS MUST BE
<br />PREPARED AND APPROVED BY SIEGFRIED ENGINEERING, ;NC. AND SHALL BE SUBMITTED TO
<br />SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS FOR APPROVAL PRIOR TO
<br />IMPLEMENTATION.
<br />27. A GEOTECHNICAL INVESTIGATION WAS PREPARED FOR THIS PROJECT SITE BY J.H.
<br />KLEINFELDER AND ASSOCIATES DATED FEB. 25, 1993, FILE NO. 20-2949-f6
<br />AND IS MADE A PART OF THESE PLANS BY REFERENCE.
<br />28. N/A
<br />29. ALL TRAFFIC SIGNS AND MARKINGS SHALL CONFORM TO SAN JOAQUIN COUNTY
<br />STANDARDS AND TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES,A-9 *HaNP^ THE mkt4cr.
<br />30. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
<br />JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,
<br />INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL
<br />APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE
<br />CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS, THE COUNTY OF SAN
<br />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
<br />OR PROPERTY DAMAGE CF WHATEVER NATURE WHICH ARE CLAIMED TO HAVE OCCURRED
<br />DURING THE TERM OF THIS PROJECT.
<br />31. ALL UTILITIES SHALL BE UNDERGROUND, UNLESS SPECIFICALLY NOTED OTHERWISE ON
<br />PLANS.
<br />32. THE SITE ADDRESS IS: 12067 W. LAMMERS ROAD.
<br />33. THE ASSESSORS PARCEL NUMBER IS 212-090-03.
<br />34. THIS PROJECT SHALL IMILEMENT THE AIR POLLUTION CONTROL DISTRICT'S FUGITIVE DUST
<br />CONTROL MEASURES AND OZONE EMISSION MEASURES DURING CONSTRUCTION.
<br />35. ALL EARTHWORK AND GRADING SHALL BE IN CONFORMANCE WITH CHAPTERS 29 AND 70 OF
<br />THE UNIFORM BUILDING CODE.
<br />36. THE INTENT OF THE GRADING PLAN IS TO PROVIDE GRADES TO RECEIVE PAVEMENT,
<br />37. THE TOTAL EARTHWORM. QUANTITY IS:
<br />VOLUME OF CUT = GOO C.Y.
<br />VOLUME OF FILL = (000 C.Y,
<br />THESE EARTHWORK QUANTITIES ARE COMPUTED FOR THE GRADING PERMIT APPLICATION
<br />PURPOSES ONLY. THESE EARTHWORK QUANTITIES ARE NOT BID QUANTITIES. IT IS THE
<br />CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL QUANTITIES. (REFER TO NOTE No. 15)
<br />38. THE SAN JOAQUIN COUNTY SITE APPROVAL APPLICATION NUMBER IS RW -91-16.
<br />39. CONTRACTORS SHALL FOLLOW SAN JOAQUIN COUNTY STANDARD CONSTRUCTION PLANS
<br />AND SPECIFICATIONS AND PROJECT SPECIFICATIONS IF ANY. SAN JOAQUIN COUNTY
<br />STANDARD CONSTRUCTION PLANS AND SPECIFICATIONS ARE AVAILABLE FROM THE SAN
<br />JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS, 1810 HAZAELTON AVENUE, STOCKTON,
<br />CA. AND PROJECT SPECIFICATIONS ARE AVAILABLE FROM QUARTAROLI & ASSOCIATES,
<br />INC., 310 SUN WEST PLF.CE, SUITE A, MANTECA, CA.
<br />40. CONTRACTOR SHALL SUCMIT TO QUARTAROLI & ASSOCIATES FOR APPROVAL EQUIPMENT
<br />AND MATERIAL SPECIFICATION OF ITEMS HE WISHES TO SUBSTITUTE FROM THAT WHICH IS
<br />SPECIFIED ON THE IMPROVEMENT PLANS, SAN JOAQUIN COUNTY STANDARD PLANS AND
<br />SPECIFICATIONS AND PROJECT SPECIFICATIONS,
<br />41. CONTRACTOR SHALL OBTA;N A GRADING PERMIT FOR THIS PROJECT PRIOR 70 BEGINNING
<br />ANY GRADING ON-SITE OR OFF-SITE.
<br />42. CONTRACTOR SHALL NOT CAUSE THE CONSTRUCTION SURVEY STAKES TO EE DESTROYED
<br />OR REMOVED UNTIL THE IMPROVEMENTS HAVE BEEN ACCEPTED.
<br />43. QUARTAROLI AND ASSOCIATES, INC., SIEGFRIED 7NGINEERING, INC. AND SUB -CONSULTANTS
<br />SHALL NOT BE PROVIDING INSPECTIONS, CONSTF.UCTION SUPERVISICN, OR PROJECT
<br />MANAGEMENT SERVICES FOR THIS PROJECT UNLESS SPECIFICALLY SPECIFIED IN THE SCOPE
<br />OF SERVICES OF THE PROJECT CONTRACT, IT IS ASSUMED THAT THE OWNER/DEVELOPER
<br />SHALL EMPLOY A COMPETENT CONTRACTOR, WHICH IS EXPERIENCED IN THE WORK BEING
<br />PROPOSED ON THESE IMPROVEMENT PLANS AND IS KNOWLEDGEABLE OF LOCAL
<br />CONSTRUCTION STANDARDS, PROCEDURES AND POLICIES.
<br />Street Light Maintenance
<br />Street Light Maintence shall be by CSA -49
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