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GAINMAL NUMM
<br />I. ALL IMPROVEMENTS SHALL BE CONSTRUCTED /N STRICT ACCORDANCE WITH THE
<br />FOLLOWING: SAN JOl40UN COUNTY 1A#NOVFMENT STANDARDS, AND ALL AMENDMENTS
<br />TO DATE, CALIFORNIA DEPARTMENT OF TRANSPWAWN (CALTRANS) STANDARD
<br />SPECIFICATIONS AND STANDARD PLANS (LATEST EW)ON), WHERE APPLICABLE. ALL
<br />WORK SHALL BE UNDER THE MLSPEC" OF SAN JO4QUIN COUNTY DEPARTMENT
<br />OF PUBLIC WORKS
<br />2. IT IS INTENDED THAT THESE PLANS ARID SPECIFICAA[NVS REQUIRE ALL LABOR AND
<br />MATERIALS NECESSARY AND PROPER FOR THE WORK CONTEMPLATED AND THAT THE
<br />WORK BE (XIIAUTED /N ACCORWYCE WIN NW TRUE INTENT AND PURPOSE.
<br />THE CONTRACTOR SHALL N077FY THE ENIE£R AAAEDMTELY REGMRYM ANY
<br />DISCREPANCIES AND AN IGU/AES WI•IKYH MAY EXIST IN THE PLANS AND SPECIFICAnOAS.
<br />lF THE PIANS OR SPECIFTGIITOWS DESCAW POR71ONS OF THE WORK IN GENERAL
<br />TERMS BUT NOT IN COMPLETE DETAIL, IT LS UNDERSTOOD THAT ONLY THE BEST
<br />GENERAL PRACTICE IS 70 PREVAIL AND THAT ONLY AATERWS AND WORKMANSHIP OF
<br />THE FIRST QU4UTY ARE 70 BE USED.
<br />3. CONSTRUCTION STAKING FOR GRADING, CURB, GUTTER, SIDEWALK, SANITARY SEINER,
<br />STORM DRAIN AND WATER SHALL BE DONE UNDER THE DAREC7IIV OF M.C.R.
<br />ENGINEERING. THE CONTRAC70R SHALL NOTIFY THE ENGINEER SEVENTY -TAO (72)
<br />HOURS IN ADVANCE OF THIS NEED FOR STAKING. ANY STAKING REQUESTED BY
<br />THE CONTRACTOR OR HIS SUBCONTRACTORS THAT /S ABOVE AND BEYOND NORMAL
<br />STANDARD SU9041SION STAKING NEEDS, KL BE SUBJECT TO AN EXTRA KICK
<br />CHURGE TO THE CONTRACTOR.
<br />4. THE CONTRACTOR SHILL EXERCISE DUE CAUTION AND SHALL CAREFULLY PRESERVE
<br />BENCH AOMS, REFERENCE POINTS AND ALL SURVEY STAKES, AND SHALL BEAR ALL
<br />EXPENSE FOR REPLACEMENT AND/OR ERRORS CAUSED BY THEIR UNNECESSARY
<br />LOSS OR DISTURBANCE.
<br />5. CONTRACTOR AGREES THAT HE SHILL ASSUME SOLE AND COMPLETE RESPONSIBILITY
<br />FOR 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 CONTMIAQUSLY AND NOT B£ LIMITED TO NORMAL WORKING HOURS; AND THAT
<br />THE CONTRACTOR SHALL DEFEND, 1AQ WWFY AND HOLD THE OWNER, ENGINEER AND
<br />1H£ COUNTY FW7MLESS FROM/ ANY AND ALL LIABILITY, REAL OR ALLEGED, 1N
<br />CONAIEC77ON WITH THE PERFORWOCE OF WORK ON THIS PROJECT, EXCEPTING FOR
<br />LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
<br />6. UNLESS 07HERWISE STATED, ALL STATIONS INDICATED ON THE IMPROVEMENT PLANS
<br />ARE REFERENCED 70 THE CENTERLINE OF THE STREET. ALL STA770WS OFF CENTER
<br />ARE PE•RPENOACULAR 70 OR RADIALLY OPPOSITE CENTERLINE STATIONS, UNLESS
<br />OTHERWISE A/07ED.
<br />Z THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE
<br />WITHOUT WRITTEN AUTHORIZATION FROM THE CML ENGINEER.
<br />8. THE CONTRACTOR SHILL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAG MEN OR
<br />OTHER DEWCES NECESSARY FOR PUBLIC SAFETY IN ACCORDANCE WITH THE
<br />CURRENT ISSUE OF "AAAIJAL OF TRAFFIC CONTROLS WARNIW SIGNS, LIGHTS AND
<br />DEVICES FOR USE IN PERPORANNCE OF WORK UPON HGMMY" PUBLISHED BY THE
<br />STATE OF CALIFORNIA BUSINESS AND IRANSPORTA70V AGENCY.
<br />9. THE OFFICE OF THE COUNTY ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS
<br />IN ADVANCE OF ANY WORK.
<br />10. A G. & E., TELEPHONE AND CABLE N UNDERGROUND WORK SHALL BE COMPLETED
<br />PRIOR 70 CONSTRUCTION OF THE CURB, GUTTER, SIDEWALK AND PAVING.
<br />11. SAN JOAQUIN COUNTY AND ASSOC147ED UTILITY COMPANY AND RESIDENCES TO BE
<br />AFFECTED SFMLL BE NOTIFIED IMMEDIATELY UPON ANY UTILITY SERVICE DISRUP71ON
<br />OTHER THAN SPECIFIED ON THESE ALWtOVEa/£NT PLANS AND A 24 HOUR NOTICE
<br />SHALL BE GMDV FOR ANY PLANNED DI IPTON.
<br />12. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE COUNTY
<br />DEPARTMENT OF PUBLIC WORKS OR ANY OTHER APPLICABLE AGENCIES PRIOR TO
<br />COMMENCEMENT OF WORK WITHIN EXISTING COUNTY RIGHT--OF-WAY. THE
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERAWS AND LICENSES REQUIRED
<br />FOR THE COINSTRUC77ON AND COMPLETION OF THE PROJECT.
<br />13. STREET SONS 77AFRC CONTROL SIGNS, AND PAVEMENT AARK/NGS SHALL BE
<br />PROVIDED AND INSTALLED BY THE CONTRACTOR AT LOCATIONS ESTABLISHED BY
<br />THE ENGINEER.
<br />14. ALL TRAFFIC SONS AND PAVEMENT MARKINGS SHALL CONFORM TO THE "AANLI& ON
<br />UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), THE C4IJPoRNIAL SUPPLEMENT TO THE
<br />MU7CD, AND SUV JOAQUIN COUNTY STANDARDS
<br />15. CONTRACTOR SHALL VERIFY ALL STREET NAMES AND BLOCK NUMBERS PRIOR TO
<br />ORDERING SONS
<br />16. ASPHALT CONCRETE SHALL BE PLACED ONLY WHEN THE ATMOSPHERIC TEMPERATURE
<br />IS ABOVE 50°F.
<br />17. CONTRACTOR IS RESPONSIBLE FOR COORDMMWN OF THE REMOVAL OR RELOCA77ON
<br />OF ALL EXISIM UTLITES WITH RESP£C7IVE UTILITY COMPANIES
<br />18. DRIVEWAYS ON STREETS TO BE LOC47EO IN THE FIELD BY THE ENGINEER AT THE TME
<br />OF CONSTRUCTION. DRIVEWAYS SHALL NOT COINCIDE W17H WHEELCHAIR RAMPS
<br />19. DRAWING NUMBERS SHOWN ON THE PLANS REFER 70 DRAWINGS CONTAINED /N THE
<br />SAN J04OLW COUNTY STANDARD SPECIFICATIONS, THUS. (LE. DWG. ST -18).
<br />20. PRIOR TO COMMENCING ANY WORK, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
<br />70 HAVE EACH UTILITY COMPANY LOCATE /N THE FIELD, THEIR AWN AND SERVICE
<br />LINES ALERT (USA) 46 TRS IN �� OF AMEMBERS �TUANY UNDERGROUND
<br />�KWBY
<br />CALLING THE TOLL-FREE NUMBER (800) 642-2444. THE CONTRACTOR SHALL RECORD
<br />THE U.S.A. ORDER NUMBER AND FURNISH ORDER NUMBER TO OWNER PRIOR TO ANY
<br />EXCAVATIONN, IT SHALL BE TIE" CONTRAC70R'S SOLE RESPONSIBILITY TO PROTECT ALL
<br />DZRNG UTILITIES SD THAT NO 040GE RESULTS TO THEM DURING INE
<br />PERFORAWNCE OF THIS CONTRACT. ANY REPAIRS NECESSARY 70 DAMAGED UTIU77ES
<br />SHALL B£ PAO FOR BY THE CONTRACTOR. THE CONTRACTOR SHALL BE REQUIRED TO
<br />COOPERATE WU H OTHER CONTRACTORS AND UTILITY COMPANIES INSTALLING NEW
<br />STRUCTURES UTILITIES AND SERVICE TO THE DEVELOPMENT
<br />21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING IMPROVEMENTS
<br />FROM 040GE: COST OF REPLACING EXISTING /UPROWWENTS SHALL BE INCLUDED
<br />IN THE NOWT PRICE BID FOR ITEMS REQINRMAG REMOVAL AND REPLACEMENT OF
<br />EXISTING IMPROVEMENTS
<br />22. M1/ENEVER PAVEMENT O BROKEN OR CUT IN THE INSTALLATION OF THE WORK
<br />COVERED BY THESE SP£CIFICA7M THE PAVEMENT SHALL BE REPLACED, AFTER
<br />PROPER BACKFILLING, W4TH PAVEMENT MATERIALS EQUAL TO OR BETTER THAN THE
<br />AATERALS USED IN THE ORIGN 4L PAWNG. THE FINISHED PAVEMENT SHALL BE
<br />SUBJECT 70 THE APPROVAL OF THE COUNTY ENGINEER.
<br />23. PAYMENT FOR PAVEMENT WILL BE AIDE ONLY FOR AREAS SHOWN ON THE PLANS.
<br />REPLACEMENT OF PAVEMENT W'MCH IS BROKEN OR CUT DURING THE INSTN-LA77ON OF
<br />THE WORK COVERED BY THESE SPECIFTCATi�1S, AND WHICH LIES OU7S/DE OF SAID
<br />AREAS SHALL BE INDICATED IN THE CON71ZAC10R'S UNIT PRICE FDR PAVEMENT, AND
<br />NO ADDTIONML PAYMENT SHALL BE MADE FOR SUCH WORK.
<br />24. EXCAVATIONS OF 5 FEET OR MORE /N DEPTH WILL REQUIRE AN EXCAVATION PERMIT
<br />FROM THE STATE OF C,AUFORNIA DEPARTMENT OFINDUSTRAL SAFETY. FOR
<br />TRENCHES 5 FEET OF MORE IN DEPTH; THE CONTRACTOR SHAT COMPLY WITH
<br />SECTION 5-1.02A OF THE CALTRANS STANDARDS, CHAPTER 9 OF THE STATE OF
<br />CAUFORNA LABOR CODE AND ANY LOCAL CODES OR ORDINUVCES
<br />25. WE CALL YOUR ATTENTION TO TITLE 8 CAUFORNA ADMINISTRA77ON CODE SECTION
<br />1540 (A) (1) OF THE CONSTRUCTION SAFETY ORDERS ISSUED BY THE OCCUPAWAAL
<br />SAFETY AND HEALTH STANDARDS 6OARD PURSUANT 70 THE CAUFORNA
<br />OCCUPATIONS SAFETY AND HEALTH ACT OF 1973 AS AMENDED WHICH STATES.
<br />(1) FNUOR 70 OPENING AN EXCAVATION EFFORT SHILL BE MADE TO DETERMINE
<br />WHETHER UNDERGROUND I SMLLATIOtM I.E. SEWER, WATER, FUEL, ELECTRICAL LINES,
<br />ETC., WLL BE DMINIERED AND lF SIO, WHEW SUCH UNDERGROUND INSTALLATIONS
<br />ARE LOCATED. WHEN THE EXCAVATION APPROACHES THE APPROXI 417E LOCATION OF
<br />SUCH INSTALIATKN, THE EXACT LOCATION SHALL BE DETERAWNED BY CAREFUL
<br />PROBING OR HAND DIGGING,• AND, WHEN IT IS UNCOVERED, ADEQUATE PR07EC170N
<br />SHALL BE PRONDED FOR THE EXISTING INSTALLA7TON. ALL KNOWN OWNERS OF
<br />UNDERGROUND FACILITIES IN THE AREA CONCERNED SHALL BE ADVISED OF
<br />PROPOSED WORK AT LEAST 48 HOURS PRIOR 70 THE START OF ACTL14L EXCAVATION.
<br />26. ALL TRENCHES ON MAJOR AND COLLECTOR STREETS AND CROSS TRENCHES ON ALL
<br />STREETS SHALL BE PAVED WITH TEMPORARY PAVING THE SAME DAY THE PAVEMENT
<br />CUT IS AADS
<br />to 41W
<br />27. APPROPRIATE DUST CONTROL SHALL BE PROVIDED, AT THE CONTRACTOR'S EXPENSE
<br />TO MINIMIZE ANY DUST NUISANCE AND SHALL BE /N ACCORDANCE WITH SECTION 10 OF
<br />THE STANDARD SPECIFIC47701VS
<br />28. THE CONTRACTOR SIWLL SUBMIT TO THE ENGINEER, PRIOR TO FINAL ACCEPTANCE,
<br />RECORD DRAWINGS OF ALL IMPROVEMENTS REPRESENTED BY THE PROJECT PLANS
<br />AND SPECIFICATIONS
<br />29. AFTER CONSTRUCTION OF ALL IMPROVEMENTS, THE ENGINEER SHALL SUBMIT ONE SET
<br />OF REPRODUCIBLE PLANS FINAL INVERT ELEVATIONS FOR SEWER AND
<br />STORM DRAIN LINES THAT ARE TO BE EXTENDED FOR FUTURE CONSIRUC770N SHALL
<br />ALSO BE SHOON ON THE "RECORD DRAWING" PLANS ALL AS PROVIDED 70 THE ENGINEER
<br />BY THE CONTRACTOR.
<br />30. THE CONTRACTOR SHALL NOTIFY M.C.R. ENGINEERING AT LEAST 48 HOURS PRIOR
<br />TO 94CKFXLNG OF ANY PIPE WHICH STUBS TO A FUTURE PHASE OF CONS7RUC77ON
<br />FOR INVERT VERIFICATION. TOLERANCE SHALL BE /N ACCORDANCE WITH THE COUNTY
<br />OF SAN J04OUIN STANDARD SPECIFICATIONS
<br />31. CONTRACTOR SHALL PROVIDE THE COUNTY WITH A CERTIFICATE SIGNED BY A REGISTERED
<br />CML ENGINEER STATING Ih4T ALL BUILDING PAD ELEVATIONS ARE /N ACCORDANCE
<br />WITH THE APPROVED GRADING PLAN,
<br />32. TO COMPLY WITH THE STATE OF CALIFORNIA'S STATE-WIDE GENERAL NPDES PERMIT,
<br />REGULATING DISCHARGES OF STORM WATER ASSOC147ED W17H CONS7RUC770N ACTIVITY
<br />FROM SOIL DISTURBANCES OF ONE (1) ACRE OR MORE, A NOTICE OF INTENT
<br />OF THE PROJECT A NOTICE OF TERMINA710N MUST ALSO BE FILED. SUBMIT THE FEE,
<br />NOTICE OF INTENT AND NOTICE OF TERMINATION TO THE STATE RESOURCES CONTROL
<br />804RD AT THE FOLLOWING ADDRESS.
<br />STATE WATER RESOURCES CONTROL BL14RD
<br />DIVISION OF WATER QUALITY
<br />PO BOX 1977
<br />SACRAMENTO, CA 95612-1977
<br />AT71V S70RM WATER PERMITTING SECTION
<br />IF YOU HAVE ANY QUESTIONS CALL WATER QUALITY CONTROL ENGINEER, CALIFORNIA
<br />REGIONAL WATER QUALITY CONTROL BOARD AT (916) 255-3028.
<br />33. THE CONTRACTOR SHALL COMPLY 017H THE REQUIREMENTS OF THE STATE WATER
<br />RESOURCES CONTROL BOARD (SWRCS) ORDER N0. 99-008, NPOES GENERAL
<br />FACILITY ID NO. 50801226Z THE CONTRACTOR SHALL IMPLEMENT AND MONITOR A
<br />S70RM WATER POLLUTION PREVENTION PLAN (SWPPP) IN ACCORDANCE WITH THE SWRCB
<br />REGULATIONS.
<br />34. FINAL PAVEMENT WORK SHALL NOT OCCUR WITHIN THE ROOD RIGHT-OF-WAY PRIOR TO
<br />COMPLETION OF UTILITY RELOCATION WITHOUT SPECIFIC APPROVAL BY THE COUNTY
<br />ENGINEER.
<br />35. ANY CHANGES TO THE APPROVED IMPROVEMENT PLANS AND SPECIFICATIONS MUST BE
<br />PREPARED AND CERTIFIED BY THE "CML ENGINEER" AND SHALL BE SUBMITTED TO
<br />THE DIRECTOR OF PUBLIC WORKS FOR APPROVAL PRIOR TO IMPLEMENTATION.
<br />36. DRAINAGE FACILITIES SHALL BE MAINTAINED DURING PERIODS OF INCLEMENT WEATHER
<br />AND RESTORED TO THEIR ORIGINAL CONDITIONS UPON COMPLETION OF THE WORK.
<br />1. EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 19 OF THE STANDARD
<br />SPECIFICATIONS AND THE SOILS REPORT BY NEIL ANDERSON AND ASSOC147ES L147ED
<br />APRIL 29, 2004 (JOB AfLG04-107). ALL FILL AREAS SHALL BE TESTED AS REQUIRED
<br />BY THE COUNTY AND PAID FOR BY THE DEVELOPER.
<br />2. EXCESS EARTH GENERATED FROM UNDERGROUND INSTALLATION AND ROADWAY GRADING
<br />SHALL BE PLACED AS DIRECTED BY M.C.R. ENGINEERING. EXCESS U47ER14L TAKEN
<br />OFF -SAE SHALL BE IN ACCORDANCE SECTION 7-1:13, "DISPOSAL OF MATERIAL
<br />OUTSIDE THE HIGHWAY RIGHT-OF-WAY. '
<br />J. THE CONTRACTOR SHALL REVIEW SITE PRIOR TO BIDDING. ALL VEGETATION AND
<br />DELETERIOUS MATERIALS SHALL HE REMOVED FROM THE SI7E AT THE EXPENSE OF THE
<br />CONTRACTOR AND SHALL BE INCLUDED /N THE LUMP SUM CLEARING COST.
<br />4. CLEARING AND GRUBBING SHALL CONFORM TO SECTION 16 "CLEARING AND GRUBBING"
<br />OF THE STANDARD SPECIFICATIONS
<br />5. THE CONTRACTOR SHALL PRESERVE ALL STAKES AND POINTS SET FOR LINES, GRADES OR
<br />MEASUREMENT OF THE WORK /N 7NEIR PROPER PLACES UNTIL AUTHORIZED TO REMOVE
<br />THEM BY THE ENGINEER. ALL EXPENSES INCURRED /N REPLACING STAKES THAT HAVE
<br />BEEN REMOVED WITHOUT PROPER AUTHORITY SHALL BE PAID FOR BY THE GENERAL
<br />CON7R4CT0R.
<br />6. ALL EXIS77NO WELLS AND SEPTIC TANKS SHALL BE REMOVED AND/OR ABANDONED PER
<br />THE REQUIREMENTS OF THE SAN JOAQUIN COUNTY LOCAL HEALTH DISTRICT. THIS WORK
<br />SHALL BE INCLUDED IN THE LUMP SUM CLEARING COST.
<br />7. ALL GRADING SHAD_ COMPLY WITH 2001 C.B.C. CHAPTER 18 AND APPENDIX CHAPTER 33.
<br />6. NO SLOPE SHILL BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL.
<br />9. FINAL BUILDING PAD AND LOCAL APPURTENANT WORK FOR EACH LOT INCLUDING BUT NOT
<br />LIMITED TO, SLOPE WORK, COMPACTION AND MINOR FILL WORK WILL BE DONE AT TME
<br />OF BUILDING PERMIT APPUCAT70N PROCESS
<br />STCOM DRAM :
<br />I. ALL STORM DRAIN CONSTRUCTION AND MATERIALS, SHALL BE IN ACCORDANCE WITH THE
<br />REQUIREMENTS OF SAN JOAQUIN COUNTY STANDARD PLANS AND SPECIFICATIONS
<br />2. 7HE CONTRACTOR SHALL PROVIDE ALL LIGHTS SIGNS, BARRICADES, FLAG MEN OR OTHER
<br />DEWCES NECESSARY FOR PUBLIC SAFETY
<br />J. EXCAVATIONS OF 5 FEET OR MORE /N DEPTH WILL REQUIRE AN EXCAVATION PERMIT
<br />FROM THE STATE OF CALIMRNM DEPARTMENT OF INDUSIR4AL SAFETY FOR
<br />TRENCHES 5 FEET OF MORE IN DEPTH, THE CONTRACTOR SHALL COMPLY WITH
<br />SEC77ON 5-1.02A OF THE CALTRANS STAN04RDS, CHAPTER 9 OF THE STATE OF
<br />CALIFORNIA LABOR CODE, AND ANY LOCAL CODES OR ORDINANCES
<br />4. ALL MANHOLE RIMS TO BE ADJUSTED TO FINISH GRADE AFTER STREET PAVING, UNLESS
<br />OTHERWISE NOTED. COST FOR RAISING FACILITIES TO BE INCLUDED /N UNIT PRICES FOR
<br />MANHOLES
<br />5. THE CONTRACTOR SHALL EXPOSE ALL EXISTING STORM DRAIN PIPES, WHERE A
<br />CONNECTION IS TO BE MADE, AND NOTIFY THE ENGINEER IF 7HER£ IS A DISCREPANCY
<br />BETWEEN THE SIGNED PLANS AND THE EXIS77NG FIELD CONDITION PRIOR TO THE START
<br />OF CONSIRUC71ON.
<br />6. CONTRACTOR TO BE RESPONSIBLE FOR ALL TESTING OF STORM DRAIN FACILITIES IN
<br />ACCORDANCE WITH SAN JOAQUIN COUNT'S STANDARD SPECIFICATION AND PLANS.
<br />Z ALL STORM DRAIN LINES SHALL BE CLEANED OF ALL SAND AND DEBRIS PRIOR TO
<br />ACCEPTANCE BY SAN JOAQUIN COUNTY.
<br />SAWARY SEWER NOTES:
<br />1. ALL SANITARY SEWER CONSTRUCTION, MATERIALS, AND WORKMANSHIP SHALL BE IN
<br />ACCORDANCE WITH THE REQUIREMENTS OF SAN JOAQUIN COUNTY STANDARD PLANS
<br />AND SPECIFICATIONS
<br />2. EXCAVATIONS OF 5 FEET OR MORE IN DEPTH WILL REQUIRE AN EXCAVATION PERMIT
<br />FROM 7HE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL SAFETY. FOR
<br />TIRENCHES 5 FEET OF MORE IN DEPTH, THE CONTRACTOR SHALL COMPLY WITH
<br />SECTION 5-1.02A OF THE CALTRANS STANDARDS, CHAPTER 9 OF THE STATE OF
<br />CALIFORNIA LABOR COD£, AND ANY LOCAL CODES OR ORDINANCES
<br />J. THE CONTRACTOR SHALL EXPOSE ALL EXISTING SANITARY SEWER PIPES WHERE
<br />CONNECTION /S TO BE MADE, SO THAT THE ENGINEER CAN VERIFY EXISTING FLOW
<br />LINES AND LOCATIONS BEFORE START OF CONSTRUCTION.
<br />4. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAG MEN, OR OTHER
<br />DEVICES NECESSARY FOR PUBLIC SAFETY.
<br />5 TH£ CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY MARKING INSTALLED
<br />LOCATION OF SERVICE LATERALS. THE CONTRACTOR SHALL STAMP AN "S" AT THE
<br />BACK OF SIDEWALK DIRECTLY OVER THE SERVICE.
<br />6. ALL SANITARY SEWER LATERALS SHALL BE EXTENDED TO 3' PAST THE PROPERTY LINE
<br />(AS DIMENSIONED ON "LOT U71UTY LAYOUT" DETAIL) AND PLUGGED.
<br />7. ALL TESTING REQUIRED BY THE CITY AND/OR COUNTY SHALL BE THE RESPONSIB/UTY
<br />OF THE CONTRACTOR, INCLUDING THE TELEWS/NG OF ALL SEWER LINES
<br />8. MANHOLE CASTINGS AND COVERS SHALL BE ADJUSTED TO FINISH GRADES BY THE PAVING
<br />CONTRACTOR AFTER STREET IMPROVEMENTS ARE COMPLETED COST FOR ADJUS77NG
<br />FACIU71ES TO BE INCLUDED IN THE UNIT PRICE FOR MANHOLES AND CLEANOUTS
<br />wNY= NOM
<br />1. ALL WATER INFORMATION SHOWN ON THESE PLANS 1S FOR REFERENCE ONLY. CONTRACTOR
<br />SHALL REFER TO PLANS PREPARED BY CAL WATER FOR WATER UNE CON57RUCTON.
<br />EI.�C Ntir. R
<br />MOM:
<br />1. ALL ELEC7ROLIER AND CONDUIT INSTALLATION SHALL BE IN ACCORDANCE WITH SAN
<br />JOAQUIN COUNTY STANDARD SPECIFICATIONS AND THE SERVICING UTILITIES' STANDARDS.
<br />2. ALL STREET LIGHTING SHALL BE CONSTRUCTED BY AND AT A COST TO THE DEVELOPER
<br />SUCH THAT OWNERSHIP OF THE STREET LIGHTS IS TO BE PROWDED TO SAN JOAQUIN
<br />COUNTY.
<br />J. ALL POLES AND ARMS SHALL BE CONTINUOUSLY TAPERED, ROUND IN CROSS SECTION
<br />HAVING DIAMETERS AS SHOWN ON THE STANDARD DRAWINGS.
<br />4. ALL DIMENSIONS SHOWN ON THE STANDARD DRAWINGS ARE MINIMUMS AND SHALL BE
<br />MAINTAINED.
<br />5. POLES SHALL BE G4LVANIZED STEEL TAPERED TUBE ANDIOR ALUMINUM EQUAL.
<br />6. TOP OF PULL BOXES AND FOUNDATIONS FOR STANDARDS SHALL BE LEVEL WITH THE BACK
<br />OF WALK /N SIDEWALK AREA OR SURROUNDING GRADE /N 07HER AREAS.
<br />7 ALL CONDUIT TO BE USED SHALL BE RIGID METAL OR SCHEDULE 40 P.V.C. AND SHALL BE
<br />BURIED TO THE FOLLOWING DEPTHI.
<br />A. WITHIN SIDEWALK OR PARKWAY AREA: 2'-0" MINIMUM
<br />B. WITHIN R04DW4Y AREA: 3'-0" MINIMUM
<br />8. THE CONTRACTOR SHALL SIZE CONDUCTOR AND CONDUIT ACCORDING TO THE SERVICE
<br />REQUIREMENTS, • HOWEVER, NO. 8 A. WG. CONDUC70R AND 1 1/2" CONDUIT SHALL BE A
<br />MINIMUM.
<br />9. THE UNDERGROUND CONDUIT AND ALL METAL PARTS SHALL BE CONTINUOUSLY BONDED
<br />AND GROUNDED.
<br />10. MINIMUM RADIUS OF BENDS TO BE 18" ALL BENDS AND/OR OFFSETS SHALL BE MADE WITH
<br />FACTORY SECTIONS
<br />11. ALL SPLICES TO BE APPROVED SOLDERLESS WATER PROOF CONNECTIONS FOR PROPER
<br />SIZE.
<br />12. ALL EMPTY CONDUITS SHALL BE CAPPED AND A 1/4" NYLON PULL ROPE PROVIDED INSIDE.
<br />13. UNLESS OTHERWISE APPROVED BY THE COUNTY ENGINEER, A NO. 3 1/2 PULL BOX (STATE
<br />STANDARD ES -8) SHALL BE INSTALLED AT ALL STREET LIGHT STANDARDS PULL BOXES
<br />SHALL BE NOT MORE THAN 250 FEET APART ON LONG RUNS COVERS TO BE INSCRIBED
<br />"STREET LIGHTING".
<br />14. THE CONTRACTOR SHALL SUBMIT PERTINENT PLANS, SPECIFIC477ONS AND DETAILS FOR
<br />STREET LIGHTS TO COUNTY FIELD INSPECTOR PRIOR TO INSTALLATION.
<br />15 AN "ELECTRICAL ONLY" BUILDING PERMIT FROM THE SAN JOAQUIN COUNTY BUILDING
<br />DEPARTMENT WILL BE REQUIRED FOR INSPEC7701V OF STREET LIGHTING ELECTRICAL
<br />SYSTEM.
<br />3-8 CHANGES ON PLANS AND SPECIFICATIONS. --Any changes
<br />to the approved Improvement Plans and Specifications must be
<br />prepared and certified by the Civil Engineer, and shall be
<br />submitted to the Director for approval prior to implementation.
<br />SECTION 10
<br />DUST CONTROL. --Dust. Control shall conform to the
<br />requirements in Section 10, "Dust Control," of the Standard
<br />Specifications.
<br />SECTION 16
<br />ALTERNATE B
<br />CLEARING AN'D GRUBBING (MINOR).--Cleari.nq and grubbing
<br />shall conform to the requirements in Section lo, Clearing and
<br />Grubbing," of the Standard Specifications and these special
<br />provisions.
<br />All trees shall be preserved unless otherwise designated on
<br />the plans or marked for removal.
<br />Plants and lawn in front of residences shall be preserved
<br />adjacent to new shoulder construction where natural ground
<br />surface and finished grade are compatible, unless otherwise
<br />designated on the plans, and as directed by the Engineer.
<br />Tree trimming will be required only where it is necessary to
<br />clear construction equipment unless otherwise shown on the plans.
<br />Existing tree stum s inside limits of work shall be removed
<br />to a point one foot (]-V) below finished grade, unless otherwise
<br />shown on plans. Tree roots that interfere with construction
<br />shall be cut off in a workmanlike manner.
<br />Grass and weeds may be thoroughly incorporated with the
<br />native soil by disking or other means. Materials containing
<br />grass and weeds shall be used outside the paved portion of the
<br />roadway.
<br />Burning will. be allowed when permitted bar the San Joaquin
<br />Valley Unified Air Pollution Control District.
<br />SECTION 17
<br />WATERING.--VJatering shall conform to the requirements
<br />in Section 17, "Watering," of the Standard Specifications and
<br />these special provisions.
<br />Water for use on this project shall be nonpotable water
<br />unless otherwise approved by the County in writing for use of
<br />potable water and shall be furnished and applied as required in
<br />the specifications.
<br />The Contractor shall advise the County in writing of the
<br />intended source(s) to be used, prior to starting work on the
<br />project.
<br />Nonpotable water supply, tanks, pipes and any other
<br />conveyances of nonpotable water shall be clearly and distinctly
<br />labeled:
<br />SECTION 19
<br />ALTERNATE A (Clay Soil - Adobe, etc.)
<br />EARTHWORK. --Earthwork shall conform to the requirements
<br />in Section 19, "Earthwork," of the Standard Specifications and
<br />these special provisions.
<br />All relative compaction requirements of Section 19-5,
<br />"Compaction," of the Standard Specifications, shall be not less
<br />than 90 percent.
<br />The requirement of the second paragraph of Section 19-5.03,
<br />"Relative Compaction (95 percent)," of the Standard
<br />Specifications, will be required only in those areas shown on the
<br />plans.
<br />In lieu of the tolerance specified in Section 19-1.03B,
<br />"Grade Tolerance," of the Standard Specifications, the surface of
<br />the grading plane shall not be more than 0.05 foot above or below
<br />the grade established by the Engineer.
<br />Before grade is approved by the County, all earthwork
<br />(including driveways and slopes) shall be compacted to grade.
<br />Unless otherwise shown on the plans, all surplus materials not
<br />to be salvaged, stockpiled or disposed of as provided in Section
<br />19-2.06, "Surplus Material," of the Standard Specifications,
<br />shall become the property of the Contractor and disposed of as
<br />provided in Section 7-1.13, "Disposal of Material Outside the
<br />Highway Right of Way," of the Standard Specifications.
<br />Unless otheru,:ise shown on the plans, the existing pavement,
<br />when used as embankment, shall be broken up into pieces not
<br />larger than 0.33 foot in greatest dimension.
<br />SECTION 19
<br />ALTERNATE F
<br />EARTHWORK (CONCRETE CURBS & SIDEWALKS). --Earthwork for
<br />concrete curbs and sidewalks shall conform to the requirements in
<br />Section 19, "Earthwork," of the Standard Specifications and these
<br />special provisions.
<br />Excavation for concrete curbs and sidewalks along improved
<br />frontages shall be limited to six inches (611) behind new concrete
<br />construction adjar;ent to property line unless otherwise shown on
<br />the plans.
<br />All relative compaction of Section 19-5, "Compaction," of
<br />the Standard Specifications, shall be not less than 90 percent,
<br />unless otherwise designated on the plans. The requirement of the
<br />second paragraph of Section 19-5.03, "Relative Compaction
<br />(95 percent)," of the Standard Specifications, will not be
<br />required.
<br />Ground area to be used for landscaping purposes, which has
<br />been excavated or is below finished grade, shall be backfilled
<br />with selected material or imported topsoil, free of stones,
<br />conforming to the provisions of Section 20-2.01, "Topsoil," of
<br />the Standard Specifications and these special provisions, unless
<br />otherwise shown on the plans. Backfilled material in ground
<br />areas shall be compacted equal to natural ground and may be
<br />compacted by ponding with water.
<br />The ground area adjacent to new concrete or pavement
<br />construction shall be graded flush to match new improvements as
<br />shown on the plans. Backfill material in slope areas greater
<br />than six to one shall be selected for resistance to erosion.
<br />Unless otherwise shown on the plans or sppecified in these
<br />special provisions, all surplus material not to be salvaged shall
<br />become the property of the Contractor and shall be disposed of as
<br />provided in Section 7-1.13,"Disposal of Material outside the
<br />Highway Right of Way," of the Standard Specifications.
<br />SECTION 22
<br />FINISHING ROADWAY. --Finishing roadway shall conform to
<br />the requirements in Section 22, "Finishing Roadway," of the
<br />Standard Specifications.
<br />SECTION 26
<br />ALTERNATE A
<br />AGGREGATE BASE.--agggregate base shall conform to the
<br />requirements in Section 26, "Ag regate Bases," of the Standard
<br />Specifications and these special provisions.
<br />Aggregate Base shall be Class 2.
<br />The combined a cregate shall conform to the grading
<br />specified for the 3,V inch maximum aggregate.
<br />The R -Value requirzment may be waived, provided the
<br />aggregate base conforms to the specified grading and durability
<br />and has a sand equivalent value of 33 or more.
<br />SECTION 80
<br />ALTERNATE A
<br />CHAIN LINK FENCE. --Chain link fence shall conform to
<br />the requirements in Section 80-9, "Chain Link Fence," of the
<br />Standard Specifications, Standard Drawings and these special
<br />provisions.
<br />The chain link fence shall consist of chain link fabric with
<br />plastic slats inserted vertically in the fabric. The wire used
<br />in the manufacture of the fabric shall be 9gauge galvanized
<br />steel wire. The plastic slats shall be manufactured from a high
<br />density virgin polyethylene with ultraviolet inhibitors and shall
<br />be brown in color.
<br />SECTION 81
<br />MONUMENTS. -Monuments shall conform to the reguirements
<br />in Section 81"Monuments," of the Standard Specifications,
<br />Standard Drawings and these special provisions.
<br />The Contractor shall place protective monument frames and
<br />covers at the locations shown on the plans. The location of the
<br />monument frames and covers shall be established by the Engineer.
<br />SECTION 86
<br />STREET LIGHTS. --Street lights shall conform to the
<br />requirements in Section 86, "Signals, Lighting and Electrical
<br />Systems," of the Standard Specifications, the San Joaquin County
<br />Improvement Standards and Standard Drawings.
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