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NOTEtf
<br />GENERAL
<br />1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THESE PLANS, THE COUNTY OF SAN
<br />JOAQUIN IMPROVEMENT SPECIFICATIONS AND STANDARDS, AND THE CALIFORNIA DEPARTMENT OF
<br />TRANSPORTATION STANDARD SPECIFICATIONS DATED JULY 1984.
<br />2. THE CONTRACTOR SHALL BE IN RECEIPT OF AN APPROVED SET OF THESE PLANS PRIOR TO BE-
<br />GINNING CONSTRUCTION.
<br />3. THE CIVIL ENGINEER SHALL SET ALL SURVEY CONTROLS AND CONSTRUCTION STAKES NECESSARY FOR
<br />COMPLETION OF THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION
<br />..'OF ALL SURVEY AND CONSTRUCTION STAKES, AND ANY SURVEY OR CONSTRUCTION STAKES THAT
<br />ARE LOST OR DESTROYED DUE TO CONTRACTOR'S NEGLIGENCE WILL BE RESET BY THE CIVIL ENGINEER
<br />AT THE CONTRACTOR'S EXPENSE.
<br />4. ALL MANHOLES ARE TO BE SET FLUSH WITH THE FINISH GRADE UNLESS OTHERWISE INDICATED
<br />IN THE PLANS.
<br />5. ALL EXISTING IRRIGATION LINES WITHIN THE R.O.W. SHALL BE REMOVED.
<br />6. WATER USED IN ANY PHASE OF CONSTRUCTION, SUCH AS BACKFILL COMPACTION, DUST CONTROL,
<br />TESTING OR OTHER WORK HEREIN REQUIRED, SHALL BE INCLUDED IN THE UNIT PRICE OR LUMP
<br />SUM.
<br />7. WHERE WORK IS ADJACENT TO A TRAFFIC LANE AND .THERE IS A PAVEMENT CUT, DITCH OR TRENCH
<br />GREATER THAN 2 INCHES IN DEPTH, THE CONTRACTOR SHALL MAINTAIN CONTINUOUS BARRICADES
<br />SPACED AT APPROXIMATELY 50 FOOT INTERVALS, IF THE CUT, DITCH OR TRENCH IS GREATER
<br />THAN 10 FEET FROM A TRAFFIC LANE, THE SPACING MAY BE GREATER, BUT SHALL NOT EXCEED
<br />200 FEET.
<br />8. EXISTING A.C. SURFACES SHALL BE CUT IN A NEAT STRAIGHT LINE PARALLEL WITH OR PERPEN-
<br />DICULAR TO THE STREET CENTERLINE AS APPLICABLE AND THE EXPOSED EDGE SHALL BE TACKED
<br />WITH EMULSION PRIOR TO PAVING. THE EXPOSED BASE MATERIAL SHALL BE GRADED, RECOMPACTED
<br />AND RESEALED PRIOR TO PAVING.
<br />9. WINTERIZATION NOTE:
<br />THE FOLLOWING CONDITIONS ARE REQUIRED IF GRADING AND DRAINAGE IMPROVEMENTS ARE
<br />INCOMPLETE BY 1 OCTOBER.
<br />(A) EROSION PROTECTION ON SLOPES 10:1 OR STEEPER AND SWALES WITH SLOPES 2:1 OR GREATER.
<br />(B) GRADE GUTTER SAG POINTS TO DRAIN.
<br />(C) PREVENT SEDIMENTATION IN EXISTING STORM DRAIN SYSTEM AND CLEAN DOWNSTREAM PIPES.
<br />10. PUBLIC SAFETY AND TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH SECTION G6-09
<br />OF THE STANDARD CONSTRUCTION SPECIFICATIONS AND AS DIRECTED BY THE PUBLIC WORKS DEPT.
<br />SAFE VEHICULAR AND PEDESTRIAN ACCESS SHALL BE PROVIDED AT ALL TIMES DURING CONSTRUC-
<br />TION.
<br />11. 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
<br />PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
<br />LIMITED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND, IDEMNIFY AND
<br />HOLD THE OWNER, SAN JOAQUIN COUNTY, LOCKEFORD COMMUNITY SERVICE DISTRICT AND CIVIL
<br />ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WTH
<br />THE PERFOR ANCE. OF ,WQRK ON= PROJECT.
<br />12. CONTRACTOR SHALL GIVE THE CIVIL ENGINEER A MINIMOM OF 48 HOURS NOTICE PRIOR TO ANY
<br />CONSTRUCTION SURVEYS.
<br />13. CONTRACTOR SHALL NOTIFY THE SAN JOAQUIN COUNTY DEPARTMENT OF•PUBLIC WORKS AT LEAST
<br />48 HOURS PRIOR TO COMMENCING ANY WORK ON THE PROJECT. PHONES 09) 468-3000
<br />14. NO EXTRA WORK SHALL BE PERFORMED, AND NO CHANGE SHALL BE MADE, EXCEPT PURSUANT TO
<br />A WRITTEN CHANGE ORDER FROM THE OWNER STATING THAT THE EXTRA WORK OR CHANGE IS
<br />AUTHORIZED, AND NO CLAIM FOR ANY ADDITION TO THE CONTRACT SUM OR TIME FOR COM-
<br />PLETION SHALL BE VALID UNLESS SO ORDERED; PROVIDED, HOWEVER, THAT NOTHING IN THIS
<br />ARTICLE SHALL EXCUSE CONTRACTOR FROM PROCEEDING WITH THE PROZECUTION OF THE WORK
<br />SO CHANGED. CONTRACTOR SHALL, WHEN REQUIRED BY THE ENGINEER, FURNISH AN ITEMIZED
<br />BREAKDOWN OF THE QUANTITIES AND PRICES USEC IN COMPUTING THE 7ALUE OF THE CHANGE
<br />REQUESTED BY THE CONTRACTOR, OR THAT MAY HAVE BEEN ORDERED BY THE OWNER.
<br />15. TRAFFIC SIGNS AND MARKINGS SHALL BE ACCORDING TO SAN JOAQUIN COUNTY STANDARDS, CON-
<br />FORMING WITH THE "UNIFORM TRAFFIC CONTROL DEVICES MANUAL."
<br />16. AT THE TIME OF ACCEPTANCE OF IMPROVEMENTS, THE RESOLUTION SHOU;LD INCLUDE DECLARING
<br />BLUFF DRIVE AT OAK POINT DRIVE, PEA:.H COURT AND SIERRA DRIVE; OA.K POINT DRIVE AT
<br />MOUNTAINVIEW COURT; AND SIERRA,)SRW'.AT OAK POINT DRIVE THROUGH HIGHWAYS.
<br />GRADING
<br />GRADING SHALL BE DONE IN ACCORDANCE WITH CHAPTER 70 OF THE 1985 EDITION OF THE
<br />UNIFORM BUILDING CODE, .AND THE APPROVED GRADING PLAN.
<br />18. CONTRACTOR'S ATTENTION IS DIRECTED TO "PRELIMINARY GEOTECHNICAL INVESTIGATION, PRO-
<br />POSED LOCKEFORD BLUFFS 7UBDIVISION" PREPARED BY J.H. KLEINFELDER 6 ASSOCIATES, A
<br />COPY OF WHICH CAN BE OBTAINED FROM THE CIVIL ENGINEER.
<br />19. COMPACTION TESTING WILL BE PROVIDED BY THE OWNER IN CONFORMANCE WITH THE STANDARDS
<br />OF SAN JOAQUIN COUNTY, THE LOCKEFORD COMMUNITY SERVICES DISTRICT, AND THE CALIFORNIA
<br />DEPARTMENT OF TRANSPORTATION.
<br />UTILITIES
<br />20. PACIFIC BELL TELEPHONE COMPANY, P.G.E E., LOCKEFORD COMMUNITY SERVICES DISTRICT,
<br />AND LODI CABLE T.V. ARE MEMBERS OF THE UNDERGROUND SERVICE ALERT (U.S.A.) ONE -CALL
<br />PROGRAM. THE CONTRACTOR OR ANY SUBCONTRACTOR FOR THIS CONTRACT SHALL NOTIFY MEMBERS
<br />OF U.S.A. 48 HOURS IN ADVANCE OF PERFORMING EXCAVATION WORK BY CALLING THE TOLL-FREE
<br />NUMBER 800-624-2444. EXCAVATION IS DEFINED AS BEING 18 OR MORE INCHES IN DEPTH BE-
<br />LOW THE EXISTING SURFACE.
<br />21. THE TYPES, LOCATIONS S-.ZES AND/OR DEPTHS OF EXISTING UNDERGROUND UTILITIES AS SHOWN
<br />ON THESE IMPROVEMENT P71ANS WERE OBTAINED FROM SOURCES OF VARYING RELIABILITY. THE -
<br />CONTRACTOR IS CAUTIONES THAT ONLY ACTUAL EXCAVATION WILL REVEAL THE TYPES, EXTENT,
<br />SIZES, LOCATIONS AND D`.PTHS OF SUCH UNDERGROUND UTILITIES. A REASONABLE EFFORT HAS
<br />BEEN MADE TO'LOCATE AN' DELINEATE ALL KNOWN UNDERGROUND UTILITIES. HOWEVER, THE
<br />ENGINEER CAN ASSUME NC RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF ITS DELINE-
<br />ATION OF SUCH UNDERGRCUSD UTILITIES WHICH MAY BE ENCOUNTERED BUT WHICH ARE NOT SHOWN
<br />ON THESE DRAWINGS.
<br />22. THE CONTRACTOR IS HEREBY NOTIFIED '.'.'HAT PRIOR TO COMMENCING CONSTRUCTION HE IS RESPONS-
<br />IBLE FOR CONTACTING THE UTILITY COKPANIES IVVOLVED AND REQUESTING VERIFICATION AT THE
<br />CONSTRUCTION SITE OF THE LOCATIONS CF THE UNDERGROUND UTILITIES WHERE SUCH FACILITIES
<br />MAY FOSSIBLY CONFLICT WITH THE PLACEMENT OF IMPROVEMENTS AS SHOWN ON THESE IMPROVE-
<br />MENT PLANS.
<br />23. THE ONTRACTOR SHALL EXPOSE THE ENDS OF EXISTING SEWER AND DRAIN LINES AND VERIFY
<br />THEI LOCATION AND ELEVATION PRIOR TO PLACEKENT OF PIPE. ALL COSTS OF SUCH EXCAVA-
<br />TION AND BACKFILL SHALL BE INCLUDED IN -HE PRICE PAID FOR VARIOUS OTHER ITEMS OF WORK.
<br />24. THE iTREET LIGHT SYSTEM WILL BE INSTALL D BY THE PACIFIC GAS 6 ELECTRIC CO.
<br />25. HOUF.E SERVICES, FIRE HYDRANT LATERALS, ANN STREET LIGHT CONDUIT SHALL RE INSTALLED
<br />PRIOR TO CURB AND GUTTER.CONSTRUCTION. A'E..; UNDERGROUND UTILITIES WITHIN THE STREET
<br />AREA, INCLUDING GAS AND TELEPHONE LINES, '9ALL BE INSTALLED PRIOR TO PAVING.
<br />WATER AID SEWER
<br />26. WATIR FACILITIES SHALL BE CONSTRUCTED IN JONFORMANCE WITH THESE PLANS AND THE
<br />LOCEFORD COMMUNITY SERVICES DISTRICT STANDARD SPECIFICATION FOR WATER DISTRIBUTION
<br />SYS!?MS.
<br />27. SEWER FACILITIES SHALL BE CONSTRUCTED IN CONFORMANCE WITH THESE PLANS AND THE COUNTY
<br />OF 'dAN JOAQUIN IMPROVEMENT SPECIFICATICNS AND STANDARDS /APS jjY 7i/+FZ0eee1'z%W C.f D.
<br />28. ALL SEWER/WATER CROSSINGS SHALL CONFORM TO STATE HEALTH DEPARTMENT REGULATIONS.
<br />29. CONTRACTOR SHALL CONTACT LCSD 48 HOURS PRIOR TO BEGINNING OF WATER LINE INSTALLA-
<br />TION (727-5035).
<br />30. ALL VALVES SHALL BE FLANGED TO TEES AND/OR CROSSES.
<br />31. A MINIMUM OF 12" CLEARANCE SHALL BE MAINTAINED WHEN CROSSING OVER OR UNDER WATER
<br />LINES WITH ALL OTHER FACILITIES.
<br />32. WHERE WATER CROSSES SO OR SS USE AN 18-20 FT. LENGTH OF CL. 200 PIPE, CENTERED OVER
<br />THE SS OR SO IF: A) THE WATER IS UNDER THE SS OR SD. B) THE VERTICAL CLEARANCE IS
<br />LESS THAN I FT.
<br />33. SANITARY SEWER SERVICES SHALL BE MARKED BY THE CURB & GUTTER CONTRACTOR WITH AN "S"
<br />I STAMPED ON THE TOP OF CURB.
<br />34. WATER SERVICES SHALL BE MARKED BY THE CURB AND GUTTER CONTRACTOR WITH A "W" STAMPED
<br />ON THE TOP OF CURB.
<br />35. SEPARATION OF WATER AND SEWER MAINS (INCLUDING CROSSINGS) AND SEWER LATERALS CROSSING
<br />OVER WATER MAINS SHALL MEET OR EXCEED THE LATEST STANDARDS OF THE STATE OF CALIFORNIA
<br />DEPARTMENT OF HEALTH SERVICES.
<br />36. ALL WATER LINES SHALL BE PRESSURE TESTED, DISINFECTED, FLUSHED AND TESTED FOR
<br />BACTERIA IN CONFORMANCE WITH THE SAN JOAQUIN COUNTY HEALTH CODE REQUIREMENTS PRIOR
<br />TO CONNECTING TO EXISTING WATER LINE.
<br />37. NO MATERIALS RESULTING FROM TAPPING PROCEDURES MAY ENTER DISTRICT SEWER.
<br />38. EACH SEWER SERVICE SHALL HAVE A CLEAN OUT AT THE PROPERTY LINE.
<br />39. NOTE THAT INSPECTION OF ALL UNDERGROUND UTILITIES WILL BE PERFORMED BY SAN JOAQUIN
<br />COUNTY.DEPARTMENT, DEPARTMENT OF PUBLIC WORKS AND LOCKEFORD COMMUNITY SERVICES
<br />DISTRICT. THEY MUST BE INSPECTED BEFORE BACKFILL. NOTIFY INSPECTop 48 HOURS PRIOR
<br />TO REQUIRING THEIR SERVICES. PHONE (209) 727-5035 1.
<br />40. PIPE TYPE AND STRENGHTS ALLOWED FOR UNDERGROUND -UTILITIES ARE AS FOLLOWS: STORM
<br />DRAIN (SD) - RCP OR ACP - CL. III; SANITARY SEWER (SS) - VCP, EXTRA STRENGTH, PER
<br />ASTM STD. C-700; WATER (W) - PVC, CL. 150 PER AWWA STD. C-900.'
<br />1CRAWES ON PLANS 6 SPECIFICATIONS
<br />41. ANY CHANGES TO THE APPROV D PLANS AND SPECIFICATIONS MUST BE. PREPARED AND CERTIFIED
<br />BY THE "CIVI1i ENGINEER", AND SHALL BE SUBMITTED TO THE DIRft OR OF PUBLIC WORKS
<br />FOR APPROVAL PRIOR TO IMPLEMENTATION.
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<br />ATTEDERRY &
<br />ASSOCIATES
<br />ENGINEERS • SURVEYORS • PLANNERS
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<br />ROSI[VR.IE, CA. 95661 4914) 792-3728
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