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<br />A. ALL INDEPENDENT LABORATORY INSPECTION CALLND
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<br />1.
<br />OWWXR i DBViI.EIPFrIt: KIRK: i LYM
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<br />CITY ENGINEER WILL ,''8E PAID FOR BY THE' DWV*LOPER OR
<br />U Q
<br />'CITY/COUNTY STANDARDS. COMPACT OW SHA" BS ACSIZVSD BY',,
<br />46750 FREM011IT BLVD. #201
<br />a.
<br />CONTRACTOR.
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<br />owmNicAL MEAWS. No FLOODIWb, PONDl'm-OR $WTIM SHALL at
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<br />f*8MONT, CA 94538
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<br />(310) 656-1900
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<br />B. ROAD SUBBASE AND TRENCH BACKFILL TESTING$HALL B1S-
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<br />PERFORMED BY A SOILS LAB. '
<br />12.
<br />ALL TRENCH BACKFILL WHICH LIES WI14iIN EXISTING OR NEW R0AD%%Y
<br />2.
<br />CIVIL ENGINEERMAJORS ENGINEERING INC.
<br />v
<br />a'
<br />AREAS SHALL CONFORM TO TIB ROADWAY AREAS BACKFILL "
<br />100 PARK PLACEt SUITE 220
<br />C. TESTS FOR R -VALVES ARE REQUIRED PRIOR TO THE INSTALLATION
<br />SPECIFICATIONS OF LATEST SAN JOAQUIW CO'UN'TY STANDARD PLAN.
<br />SAN RAMON CA 94583
<br />OF BASE ROCK.
<br />1 '
<br />Y
<br />(510) 620-2423
<br />Q
<br />13.
<br />THE FOLLOWING SAN JOAQUIN COUNTY STANDARD PLANS ARE
<br />3rno
<br />26.
<br />EXISTING CURB AND SIDEWALK WITHIN THE PROJECT LIMITS THAT ARE
<br />0Q1
<br />M U N
<br />APPLICABLE:
<br />3.
<br />SOILS ENGINEER: BERLOGER GEOTECHNICAL
<br />DAMAGED OR DISPLACED, EVEN THOUGH THEY WERE NOT TO BE REMOVED,
<br />i
<br />5587 SUNOL BLVD.
<br />SHALL BE REPAIRED OR REPLACED PER COUNTY STANDARD PLANS EVEN
<br />A-3 B-6
<br />PLEASANTON, CA 94566
<br />IF DAMAGE OR DISPLACEMENT OCCURRED PRIOR TO ANY WORK PERFORMED
<br />A-7 B-7
<br />(510) 484-0220
<br />BY THE CONTRACTOR UNLESS IDENTIFIED PRIOR TO START OF WORK.
<br />A-8 C-1
<br />A-10 C-2
<br />4.
<br />THE ENGINEER ASSUMES NO RESPONSIBILITY BEYOND THE ADEQUACY OF
<br />27.
<br />ALL STREET MONUMENTS, LOT CORNER, AND OTHER PERMANENT PIPE OR
<br />A-11 C-4
<br />THE DESIGN CONTAINED HEREIN.
<br />MONUMENTS DISTURBED DURING THE PROCESS OF CONSTRUCTION SHALL
<br />B-2 C-7
<br />BE REPLACED BEFORE ACCEPTANCE OF IMPROVEMENTS BY THE CITY OF
<br />5.
<br />CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY
<br />TRACY:
<br />THE FOLLOWING THE•CITY OF TRACY STANDARD PLANS ARE APPLICABLE:
<br />FOR JOB SITE)CONDITIONS DURING THE COURSE OF CONSTRUCTION OF
<br />THIS PROJECT. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
<br />28.
<br />REFER TO THE FINAL MAP OF THIS TRACT FOR PROPERTY LINE DATA.
<br />206 402 411
<br />AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT
<br />301 403 423
<br />CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND
<br />29.
<br />THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS
<br />302 404 501
<br />ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
<br />AND LICENSES PRIOR TO THE START OF CONSTRUCTION.
<br />303 407 502 f
<br />IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
<br />309 408 506
<br />EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF
<br />30.
<br />ALL TEST AND INSPECTIONS REQUIRED BY GOVERNING AGENCIES SHALL
<br />401 409 563
<br />THE OWNER OR THE ENGINEER.
<br />BE ARRANGED AND PAID FOR BY THE CONTRACTOR.
<br />14.
<br />BENC SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR AT
<br />6.
<br />CONTRACTOR SHALL COMPLY WITH THE RULES AND REGULATIONS OF THE
<br />31.
<br />ARRANGING A PRE -CONSTRUCTION JOB SITE CONFERENCE WITH
<br />LOCATIONS SHOWN.
<br />STATE CONSTRUCTION SAFETY ORDERS.
<br />GOVERNING AGENCIES, ALL UTILITY COMPANIES AND OWNERS
<br />REPRESENTATIVES PRIOR TO COMMENCING WORK. THIS MEETING WILL
<br />15.
<br />STRIPING SHALL BE DONE WITH THERMOPLASTIC AND REFLECTIVE
<br />7,
<br />ALL CONSTRUCTION MATERIALS AND METHODS SHALL COMPLY WITH THE
<br />VERIFY SCHEDULES, METHODS AND MATERIALS TO BE USED IN
<br />MARKERS.
<br />ORDINANCE, SPECIFICATIONS AND STANDARDS OF THE CITY OF TRACY
<br />CONSTRUCTION OF THE PROJECT.
<br />AND SAN JOAQUIN COUNTY.
<br />16.
<br />LOT SERVICES, FIRE HYDRANT LATERALS, GAS AND TELEPHONE LINES,
<br />32.
<br />CERTIFICATIONS TO OWNER FOR FOLLOWING STAGES OF COMPLETION:
<br />AND ALL OTHER UNDERGROUND UTILITIES SHALL BE INSTALLED PRIOR
<br />8.
<br />DUST SHALL BE CONTROLLED BY WATERING THROUGHOUT THE GRADING
<br />TO CURB, GUTTER AND SIDEWALK CONSTRUCTION AND STREET PAVING.
<br />AND UNDERGROUND CONSTRUCTION OPERATIONS AS REQUIRED BY THE
<br />A. ROUGH GRADE TO PLUS OR MINUS ONE -'TENTH OF A FOOT. ROUGH
<br />CITY OF TRACY. THE CONTRACTOR SHALL ARRANGE AND PAY FOR
<br />GRADE SOIL COMPACTION PRIOR TO ANY UNDERGROUND
<br />17.
<br />THE THICKNESS OF SUBBASE, BASE AND SURFACING TO BE DETERMINED
<br />CONSTRUCTION WATER.
<br />CONSTRUCTION.
<br />BASED ON TRAFFIC INDEX AND SOIL TEST FOR "R" VALUE TAKEN AFTER
<br />B. PAD LINE AND GRADE TO PLUS OR MINUS ONE-TENTH OF A FOOT.
<br />ROUGH GRADING AT THE LEVEL OF THE STREET SUBGRADE.
<br />9.
<br />SHOULD IT APPEAR THAT THE WORK TO BE DONE, OR ANY MATTER
<br />PAD SOIL COMPACTION PRIOR TO ANY BUILDING CONSTRUCTION.
<br />RELATIVE THERETO, IS NOT SUFFICIENTLY DETAILED OR EXPLAINED ON
<br />C. TRENCH BACKFILL.
<br />18.
<br />ASBESTOS CEMENT PIPE (ACP) OR FITTINGS SHALL NOT BE USED.
<br />THESE PLANS, THE CONTRACTOR SHALL CONTACT MARY GRACE HOULIHAN
<br />D. SEWER, WATER AND IRRIGATION TESTING COMPLETE AND PASSING
<br />AT MAJORS ENGINEERING, INC., AT (510) 820-2423 AND THE OWNER'S
<br />PRIOR TO FINE GRADING AND BASE ROCK PLACEMENT.
<br />STORM DRAIN
<br />REPRESENTATIVE FOR SUCH FURTHER EXPLANATIONS AS MAY BE
<br />E. FINE GRADING TO PLUS OR MINUS ONE-TENTH OF A FOOT PRIOR
<br />NECESSARY.
<br />TO ANY BASE ROCK PLACEMENT.
<br />19.
<br />STORM DRAIN PIPE SHALL BE R.C.P. CLASS III OR ADS N-12.
<br />F. RETAINING WALL BACKFILL COMPACTION RESULTS.
<br />10.
<br />IF ARCHEOLOGICAL MATERIALS ARE UNCOVERED DURING GRADING,
<br />20.
<br />ALL STORM DRAIN CONSTRUCTION SHALL PROCEED FROM THE DOWNSTREAM
<br />TRENCHING OR OTHER ON-SITE EXCAVATION, EARTHWORK WITHIN 100
<br />THE ABOVE CERTIFICATES SHALL BE PERFORMED BY MAJORS
<br />CONNECTION TO THE UPSTREAM TERMINUS.
<br />FEET OF THESE MATERIALS SHALL BE STOPPED UNTIL A PROFESSIONAL
<br />ENGINEERING AND THE SOILS ENGINEER AND PAID FOR BY THE OWNER.
<br />ARCHAEOLOGIST WHO IS CERTIFIED BY THE SOCIETY OF CALIFORNIA
<br />ANY COSTS FOR REWORKING, RETESTING, OR RESURVEYING DUE TO NON-
<br />WATER
<br />ARCHAEOLOGY (SCA) AND/OR THE SOCIETY OF PROFESSIONAL
<br />COMPLIANCE WITH THE SPECIFICATIONS SHALL BE THE RESPONSIBILITY
<br />ARfftAEOLOGY (SOPA) HAS HAD _0 '00PORTUNITY TO EVALUATE THE
<br />OF THE CONTRACTOR.
<br />21.
<br />WATER MAINS SHALL BE CLASS 50 DUCTILE IRON PIPE WITH
<br />SIGSIIFICANCE OF THE FIND AND SUGGEST APPROPRIATE MITIGATION
<br />POLYETHYLENE ENCASEMENT MEETING CURRENT AWWA SPECIFICATIONS AS
<br />MEA%,,1RES, IF THEY ARE DEEMED NECESSARY.
<br />33.
<br />CALCULATIONS NECESSARY TO DETERMINE QUANTITY OF BASE ROCK.
<br />REQUIPED BY THE CITY OF TRACY.
<br />COPIES OF CALCULATIONS SHALL BE FURNISHED TO OWNER AND MAJORS
<br />11.
<br />THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA)
<br />ENGINEER. CONTRACTOR SHALL FURNISH LOAD TICKETS TO OWNER FOR
<br />22.
<br />ALL WATER LINES SHALL BE PRESSURE TESTED, DISINFECTED, FLUSHED
<br />(800) 642-2444, TWO (2) WORKING DAYS PRIOR TO ANY EXCAVATION.
<br />USE IN CHECKING QUANTITY OF BASE ROCK ACTUALLY PLACED ON JOB
<br />AND TESTED FOR BACTERIA IN CONFORMANCE WITH THE CITY;OF TRACY
<br />THE USA AUTHORIZATION NUMBER SHALL BE KEPT AT THE JOB SITE.
<br />SITE. OWNER MAY REQUEST BORINGS BY SOILS ENGINEER TO CONFIRM
<br />SPECIFICATIONS PRIOR TO FINAL ACCEPTANCE BY THE CITY.
<br />THICKNESS OF BASE ROCK.
<br />12.
<br />THE CONTRACTOR IS RESPONSIBLE FOR MATCHING EXISTING STREETS
<br />23.
<br />CONCRETE THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER LINES
<br />SURROUNDING LANDSCAPING AND OTHER IMPROVEMENTS WITH A SMOOTH
<br />TRENCH BACKFILL SHALL BE DONE IN A CONTINUOUS OPERATION AND
<br />AT ALL BENDS, ELBOWS, TEES AND WHERE DIRECTED BY THE ENGINEER
<br />TRANSITION IN PAVING, CURBS, GUTTERS, SIDEWALKS, GRADING,
<br />COMPLETED TO SUBGRADE. AREAS OF MINIMUM COVER SHALL BE
<br />AND DESIGNATED INSPECTOR.
<br />ETC., AND TO AVOID ANY ABRUPT OR APPARENT CHANGES IN
<br />PROTECTED.
<br />APPEARANCE, GRADES, CROSS SLOPES, LOW SPOTS, OR HAZARDOUS
<br />24.
<br />WATER SERVICES AND METERS SHALL BE FURNISHED AND INSTALLED BY
<br />CONDITIONS.
<br />LANDSCAPE IRRIGATION LINES SHALL BE BURIED A MINIMUM OF TWELVE
<br />THE DEVELOPER OR CONTRACTOR.
<br />(12) INCHES BELOW SUBGRADE AND COMPACTED TO 90% MINIMUM.
<br />13.
<br />THE CONTRACTOR SHALL POST EMERGENCY TELEPHONE NUMBERS FOR
<br />SANITARY
<br />SEWER
<br />ENGINEERING DEPARTMENT, AMBULANCE, POLICE AND FIRE DEPARTMENTS
<br />34.
<br />ENCROACHMENT PERMIT REQUIRED FOR ALL WORK WITHIN SAN JOAQUIN
<br />AT THE FIELD OFFICE IN A VISIBLE LOCATION.
<br />COUNTY ROADS.
<br />25.
<br />ALL SANITARY SEWER MAINS SHALL BE TELEVISION INSPECTED (TAPES
<br />SHALL BE
<br />TO THE CITY OF TRACY), FLUSHED WITH AN APPROVEDIMPROVEMENT
<br />14.
<br />IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE
<br />PLAN NOTES:
<br />-GIVEN
<br />SEWER BALL AND PASS A LEAKAGE TEST IN CONFORMANCE WITH CITY OF
<br />ALL NECESSARY UTILITY RELOCATIONS WITH THE APPROPRIATE UTILITY
<br />TRACY
<br />TRACY STANDARD SPECIFICATIONS PRIOR TO ACCEPTANCE BY THE CITY.
<br />COMPANIES.
<br />PRIOR TO TRENCHING FOR ANY SEWER, WATER, OR STORM DRAIN PIPE,
<br />ALL TESTING SHALL BE PERFORMED AFTER THE COMPACTION FOR STREET
<br />15.
<br />THE CONTRACTOR SHALL PROVIDE FOR INGRESS AND EGRESS TO PRIVATE
<br />THE CONTRACTOR SHALL VERIFY, IN THE FIELD, THE SIZE AND
<br />BASE ROCK AND PRIOR TO PAVING.
<br />PROPERTY ADJACENT TO WORK THROUGHOUT THE PERIOD OF
<br />LOCATION OF THE EXISTING PIPE AT THE POINT OF CONNECTION. ANY
<br />CONSTRUCTION.
<br />DEVIATION FROM THE PLANS SHALL BE RESOLVED BY THE DESIGN
<br />26.
<br />SANITARY SEWER PIPE SHALL BE VITRIFIED CLAY (VCP), OR ADS N -
<br />ENGINEER PRIOR TO TRENCHING.
<br />12•
<br />16.
<br />ALL WORK SHALL CONFORM TO THE SAN JOAQUIN COUNTY STANDARD
<br />2,
<br />THE CONTRACTOR SHALL COORDINATE THE SEWER, WATER AND STORM
<br />27.
<br />ALL SEWER CONSTRUCTION SHALL PROCEED FROM THE DOWNSTREAM
<br />SPECIFICATIONS AND PLANS FOR ALL STORM DRAINAGE AND STREET
<br />DRAIN CONSTRUCTION IN A MANNER TO PREVENT ANY CONFLICTS WHERE
<br />CONNECTION TO THE UPSTREAM TERMINUS.
<br />IMPROVEMENTS AND THE CITY OF TRACY STANDARD SPECIFICATIONS AND
<br />PLANS FOR SANITARY SEWER AND WATER. THE IMPROVEMENTS ARE
<br />UTILITY LINES CROSS EACH OTHER. THE SEWER, STORM DRAIN, AND
<br />SUBJECT TO THE INSPECTION AND APPROVAL OF THESE PUBLIC WORKS
<br />WATER CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING PLANS FOR
<br />28.
<br />SEWER STUBS SHALL BE PLUGGED AT THE POINT OF TERMINUS SHOWN
<br />DEPARTMENT. CONTACT PUBLIC WORKS CONSTRUCTION MANAGEMENT AT
<br />ALL OTHER UTILITIES FOR THESE IMPROVEMENTS AND FAMILIARIZE
<br />HEREON AND THE ENTIRE SYSTEM SHALL THEN BE TESTED IN
<br />(209) 14 FOR SAN COUNTY AND 20 FOR
<br />THEMSELVES THEREWITH AND SHALL NOTIFY THE ENGINEER AND OWNER'S
<br />ACCORDANCE WITH THE CONTRACT SPECIFICATIONS AND GOVERNING
<br />F TRA WORKINGAQUIN
<br />CITY OF TRACY TWO (2) WORKING DAYS (48 HOURS) PRIOR TO THE
<br />URS) PRIOR
<br />REPRESENTATIVE IMMEDIATELY OF ANY DISCREPANCY FROM THIS PLAN
<br />AGENCY REQUIREMENTS. NO BUILDING CONNECTIONS SHALL BE MADE TO
<br />START OF ANY WORK TO ARRANGE FOR INSPECTION.
<br />PRIOR TO PROCEEDING.
<br />THE LATERALS UNTIL THE ENTIRE SYSTEM HAS BEEN TESTED, APPROVED
<br />AND ACCEPTED BY THE CITY OF TRACY. FINAL AIR LEAKAGE TESTS
<br />17.
<br />ALL REVISIONS TO THIS PLAN MUST BE REVIEWED BY THE PUBLIC
<br />3.
<br />MANHOLE, VALVE POT, METER BOX AND CLEANOUT RIM ELEVATIONS,
<br />SHALL BE MADE AFTER ALL BACKFILL AND BASE PREPARATION
<br />WORKS DEPARTMENT PRIOR TO CONSTRUCTION AND SHALL BE ACCURATELY
<br />SHOWN OR NOT SHOWN HEREON ARE APPROXIMATE ONLY AND THE
<br />INCLUDING COMPACTION HAS BEEN COMPLETED.
<br />SHOWN ON THE REVISED PLANS STAMPED AND SIGNED BY CITY/COUNTY
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL RIMS AND
<br />STAFF iAS APPLICABLE) PRIOR TO THE INSTALLATION OF THE
<br />COVERS TO THE FINISHED PAVEMENT OR SIDEWALK GRADE, AS
<br />APPLICABLE, AFTER THE SITE IS PAVED AND SHALL MAKE
<br />2PNCfii?ACM#k61►i;
<br />ii1rLLI,11
<br />L w[!R
<br />IMPROVEMENTS.
<br />ARRANGEMENTS FOR ANY ADDITIONAL PAVING OR CONCRETE WORK AS
<br />- '--
<br />18.
<br />THESE PLANS HAVE BEEN THOROUGHLY CHECKED BY SAN JOAQUIN COUNTY
<br />REQUIRED.
<br />30.tUPER
<br />TO OFFSITE IMPROVEMENT PLAN'BPECIFICATIONS FOR FURTHER
<br />AND/OR ITS AUTHORIZED REPRESENTATIVE, BUT SUCH CHECKING AND/OR
<br />-
<br />DETAILS OF INSTALLATION FOR ONSITE IMPROVEMENTS.
<br />APPROVAL DOES NOT RELIEVE THE DEVELOPER FROM HIS
<br />4.
<br />THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AMPLE COVER FOR
<br />RESPONSIBILITY TO CORRECT ERRORS, OMISSIONS OR MAKE CHANGES
<br />THE PROTECTION OF ALL INSTALLED UTILITIES DURING THE
<br />REQUIRED BY CONDITIONS DISCOVERED IN THE FIELD DURING THE
<br />CONSTRUCTION OF THIS PROJECT.
<br />_
<br />COURSE OF CONSTRUCTION.
<br />5.
<br />THE CONTRACTOR SHALL SCHEDULE, ARRANGE AND PAY FOR ANY WORK TO
<br />31.
<br />CITY OF TRACY APPROVED BACKFLOW PREVENTION DEVICES SHALL
<br />19.
<br />ALL
<br />BE DONE BY THE SERVING UTILITY COMPANIES IN CONJUNCTION WITH
<br />BE INSTALLED BEFORE TIE INS OF THE WATER LATERALS FROM
<br />STAKING REQUESTS SHOULD HE DIRECTED TO THE OWNER S
<br />AND NECESSARY FOR THE INSTALLATION OF THE COMPLETE AND
<br />THE PROPERTIES TO THE EXISTING WATER STUBS.
<br />REPRESENTATIVE A MINIMUM OF TWO (2) DAYS PRIOR TO ACTUAL NEED.
<br />OPERABLE UTILITY SYSTEMS SHOWN HEREON, UNLESS OTHERWISE NOTED.
<br />ANY RESTAKING WILL ONLY BE DONE AS DIRECTED AND AUTHORIZED BY
<br />THE OWNER OR AUTHORIZED AGENT.
<br />6.
<br />THE CONTRACTOR IS TO FURNISH THE OWNER WITH A COPY OF THE
<br />PROPERTY OWNER/OWNERS ( KING & LYONS ) WILL OBTAIN
<br />ate'
<br />PERMITS AND FINAL ACCEPTANCES GRANTED BY THE UTILITY COMPANIES
<br />INDIVIDUAL PERMITS FROM THE CITY FOR TIE INS TO WATER AND
<br />20.
<br />ALL"CONSTRUCTION STAKING FOR CURB, GUTTER, AND SIDEWALK,
<br />AN/OR AGENCIES INVOLVED.
<br />SEWER FROM THE EXISTING STUBS. INSTALLATION OF
<br />SAW*ARY SEWERS, STORM DRAINS, WATER LINES, FIRE HYDRANTS,
<br />CONNECTION SHALL COMPLY WITH THE CITY OF TRACY
<br />ELEOtROLIERS, ETC., SHALL BE DONE BY A REGISTERED CIVIL
<br />7.
<br />THE CONTRACTOR SHALL SCHEDULE AND ARRANGE WITH THE SERVING
<br />REQUIREMENTS AND THE WORK SHALL BE INSPECTED BY THE CITY.
<br />ENG*ZER OR LICENSED SURVEYOR.
<br />UTILITY COMPANY FOR COMPLETE GAS SERVICES TO ALL THE BUILDINGS
<br />COST OF INSPECTION SHALL BE BORNE BY THE PERMITEE.
<br />AND PAD AREAS SHOWN HEREON AND PAY ALL FEES AND PERFORM WORK
<br />21.
<br />THE- .ENGINEER ASSUMES NO RESPONSIBILITY FOR FINAL GRADE OF
<br />AS NECESSARY FOR THIS INSTALLATION IN CONJUNCTION WITH ANY
<br />CONCRETE UNLESS FORMS ARE CHECKED PRIOR TO POURING.
<br />WORK TO BE PERFORMED BY THE GAS COMPANY.
<br />22.
<br />ALL EXISTING ELEVATIONS SHOWN ARE AS MEASURED IN THE FIELD,
<br />8.
<br />DIMENSIONS LOCATING CURB AND GUTTER ARE TO FACE OF CURB.
<br />UNLESS OTHERWISE NOTED.
<br />32.
<br />WATER STUBS SHALL NOT STICK ABOVE GROUND AND SHALL BE
<br />9.
<br />WHERE PAVEMENT IS TO BE EXTENDED, EXISTING IMPROVEMENT ENDS
<br />BURIED. FOR WATER STUBS, USE SIMILAR CITY STANDARD
<br />23.
<br />THE EXISTING UTILITIES ARE PLOTTED FROM AVAILABLE RECORDS.
<br />MUST BE SAWCUT, ANY A.C. OR P.C.C. PAVEMENT REMOVED MUST BE
<br />DETAIL # 403.
<br />THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT
<br />SAWCUT OR REMOVED TO AN EXPANSION JOINT.
<br />THNSS UTILITIES. THE CONTRACTOR SHALL NOT EXCAVATION UNTIL
<br />ALL UTILITY AGENCIES AND SAN JOAQUIN COUNTY HAVE BEEN NOTIFIED
<br />10.
<br />ALL CURB, GUTTER AND SID=NALK WORK SHALL CONFORM TO TAE SAN
<br />6
<br />AND HAVE BEEN GIVEN THE OPPORTUNITY TO MARK THEIR FACILITIES
<br />JOAQUIN COUNTY STANDARD SPECIFICATIONS AND STANDARD PLANS.
<br />IN THE FIELD.
<br />r
<br />i;4.
<br />ALI. LINES ABANDONED DURING CONSTRUCTION' SHALL BE REMOVED OR'
<br />OtUSHED IN PLACS WITH APPROVAL OF TME SOILS ENGINEER AND SAN
<br />JW46IW COUNTY.
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