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GENERAL NOTES:
<br />1) All IMPROVEMENTS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE
<br />WITH THE LATEST ADDITION OF THE COUNTY OF SAN JOAQUIN STANDARD
<br />SPECIFICATIONS AND ALL AMENDMENTS THERETO TO DATE. ALL WORK
<br />SHALL BE UNDER THE INSPECTION OF THE COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF PUBLIC WORKS. (SEE 'SANITARY SEWER NOTES"
<br />REGARDING SEWER WORK.
<br />2) IT IS INTENDED THAT THESE PLANS AND SPECIFICATIONS
<br />REQUIRE ALL LABOR AND MATERIALS NECESSARY AND PROPER FOR THE
<br />WORK CONTEMPLATED AND THAT THE WORK BE COMPLETED IN
<br />ACCORDANCE WITH THEIR TRUE INTENT AND PURPOSE. THE
<br />CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY REGARDING
<br />ANY DISCREPANCIES OR AMBIGUITIES WHICH MAY EXIST IN THE
<br />PLANS AND SPECIFICATIONS. THE ENGINEER'S INTERPRETATION OR
<br />CORRECTION THEREOF SHALL BE CONCLUSIVE.
<br />3) WHERE THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS
<br />OF THE WORK IN GENERAL TERMS BUT NOT IN COMPLETE DETAIL,
<br />IT IS UNDERSTOOD THAT ONLY THE BEST GENERAL PRACTICE IS TO
<br />PREVAIL AND THAT ONLY MATERIALS AND WORKMANSHIP OF THE
<br />FIRST QUALITY ARE TO BE USED.
<br />4) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS
<br />AND LICENSES REQUIRED FOR THE CONSTRUCTION AND COMPLETION
<br />OF THE PROJECT.
<br />5) THE CONTRACTOR SHALL NOTIFY THE ENGINEER FORTY-EIGHT
<br />HOURS IN ADVANCE OF HIS NEED FOR CONSTRUCTION STAKING.
<br />6) THE CONTRACTOR SHALL EXERCISE DUE CAUTION AND SHALL
<br />CAREFULLY PRESERVE BENCH MARKS, REFERENCE POINTS AND ALL
<br />SURVEY STAKES, AND SHALL BEAR ALL EXPENSES FOR REPLACEMENT
<br />AND/OR ERRORS CAUSED BY THEIR UNNECESSARY LOSS OR DISTUR-
<br />BANCE.
<br />7) THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY
<br />FIELD CHANGES MADE WITHOUT WRITTEN AUTHORIZATION FROM THE
<br />COUNTY ENGINEER.
<br />8) ALL UNDERGROUND UTILITIES SHALL BE IN PLACE PRIOR TO
<br />INSTALLATION OF CURB, GUTTER, SIDEWALK AND STREET PAVING.
<br />9) DRIVEWAYS ON STREETS TO BE LOCATED IN THE FIELD BY
<br />THE ENGINEER AT THE TIME OF CONSTRUCTION.
<br />10) THE CONTRACTOR SHALL PROVIDE ALL LIGHTS. BARRICADES,
<br />SIGNS, FLAGMEN OR OTHER DEVICES NECESSARY FOR PUBLIC
<br />SAFETY.
<br />11) DRAWING NUMBERS SHOWN ON THE PLANS REFER TO DRAWINGS
<br />CONTAINED IN THE COUNTY OF SAN JOAQUtN STANDARD SPECS.
<br />SHOW THUS: DWG. NO. EXCEPT SANITARY SEWER WORK WHICH IS
<br />PER CITY OF STOCKTON STANDARD PLANS AND SPECIFICATIONS.
<br />12) ALL STATIONS REFER TO DISTANCES ALONG STREET CENTER-
<br />LINE, UNLESS OTHERWISE NOTED, ALL STATIONS ON THE CURBS
<br />ARE PERPENDICULAR TO OR RADIALLY OPPOSITE CENTERLINE
<br />STATIONS.
<br />13) THE CONTRACTOR SHALL CHECK WITH THE UTILITY COMPANIES
<br />AND VERIFY ALL UTILITY LOCATIONS. IT SHALL BE THE
<br />CONTRACTOR'S SOLE RESPONSIBILITY TO PROTECT ALL EXISTING
<br />UTILITIES SO THAT NO DAMAGE RESULTS TO THEM DURING THE
<br />PERFORMANCE OF HIS CONTRACT. THE CONTRACTOR SHALL BE
<br />REQUIRED TO COOPERATE WITH OTHER CONTRACTORS AND UTILITY
<br />COMPANIES INSTALLING NEW STRUCTURES, UTILITIES AND SERVICE
<br />TO THE DEVELOPMENT.
<br />14) CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING
<br />EXISTING IMPROVEMENTS FROM DAMAGE . COST OF REPLACING
<br />EXISTING IMPROVEMENTS SHALL BE INCLUDED IN THE UNIT PRICE
<br />BID FOR ITEMS REQUIRING REMOVAL AND REPLACEMENT OF
<br />EXISTING IMPROVEMENTS,
<br />15) WHENEVER PAVEMENT IS BROKEN OR CUT IN THE INSTALLA-
<br />TION OF THE WORK COVERED BY THESE SPECIFICATIONS, THE
<br />PAVEMENT SHALL BE REPLACED, AFTER PROPER BACKFILLING. WITH
<br />PAVEMENT MATERIALS EQUAL TO OR BETTER THAN THE MATERIALS
<br />USED IN THE ORIGINAL PAVING. THE FINISHED PAVEMENT SHALL
<br />BE SUBJECT TO THE APPROVAL OF THE COUNTY ENGINEER.
<br />16) PAYMENT FOR PAVEMENT WILL BE MADE ONLY FOR AREAS
<br />SHOWN ON PLANS. REPLACEMENT OF PAVEMENT WHICH IS BROKEN
<br />OR CUT IN THE INSTALLATION OF THE WORK COVERED BY THESE
<br />SPECIFICATIONS, AND WHICH LIES OUTSIDE OF SAID AREAS,
<br />SHALL BE INCLUDED IN THE STREET CONTRACTOR'S UNIT PRICE
<br />FOR PAVEMENT, AND NO ADDITIONAL PAVEMENT SHALL BE MADE FOR
<br />SUCH WORK.
<br />1/) CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND
<br />COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS DURING THE
<br />COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY
<br />OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL
<br />APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
<br />HOURS: AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND
<br />HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL
<br />LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
<br />PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR
<br />LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR
<br />THE ENGINEER.
<br />18) EXCAVATIONS OF 5 FEET OR MORE IN DEPTH WILL REQUIRE
<br />AN EXCAVATION PERMIT FROM THE STATE OF CALIFORNIA DEPART-
<br />MENT OF INDUSTRIAL SAFETY. FOR TRENCHES, 5 FEET OR MORE
<br />IN DEPTH, THE CONTRACTOR SHALL COMPLY WITH SECTION 5-1.02A
<br />OF THE CALTRANS STANDARDS, CHAPTER 9 OF THE STATE OF
<br />CALIFORNIA LABOR CODE, AND ANY LOCAL CODES OR ORDINANCES.
<br />19) WE CALL ATTENTION TO:
<br />SECTION 1540 (a) (1) OF THE CONSTRUCTION SAFETY ORDERS
<br />(TITLE 8 CALIFORNIA ADMINISTRATION CODE SECTION 1540) ,
<br />ISSUED BY THE OCCUPATIONAL SAFETY AND HEALTH STANDARDS
<br />BOARD PURSUANT TO THE CALIFORNIA OCCUPATIONS SAFETY AND
<br />HEALTH ACT OF 1973 AS AMENDED WHICH STATES:
<br />(1) PRIOR TO OPENING AN EXCAVATION, EFFORT SHALL BE MADE
<br />TO DETERMINE WHETHER UNDERGROUND INSTALLATIONS: I. E..
<br />SEWER, WATER, FUEL, ELECTRIC LINES, ETC., WILL BE EN-
<br />COUNTERED AND IF SO, WHERE SUCH UNDERGROUND INSTALLATIONS
<br />ARE LOCATED. WHEN THE EXCAVATION APPROACHES THE
<br />APPROXIMATE LOCATION OF SUCH AN INSTALLATION, THE EXACT
<br />LOCATION SHALL BE DETERMINED BY CAREFUL PROBING OR HAND
<br />DIGGING: AND, WHEN IT IS UNCOVERED, ADEQUATE PROTECTION
<br />SHALL BE PROVIDED FOR THE EXISTING INSTALLATION. ALL
<br />KNOWN OWNERS OF UNDERGROUND FACILITIES IN THE AREA
<br />CONCERNED SHALL BE ADVISED OF PROPOSED WORK AT LEAST 48
<br />HOURS PRIOR TO THE START OF ACTUAL EXCAVATION.
<br />20) THE ENGINEER SHALL SUBMIT AS -BUILT DRAWINGS OF THE
<br />STREET LIGHT LAYOUT PLAN SHOWING LOCATION OF LIGHTS.
<br />CONDUITS, CONDUCTORS, POINTS OF CONNECTIONS TO P.G.&E.
<br />SERVICES, PULLBOXES, AND WIRE SIZES.
<br />21) CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FOR
<br />ANY WORK DONE WITHIN COUNTY RIGHT OF WAY FROM COUNTY OF SAN
<br />JOAQUIN PUBLIC WORKS DEPARTMENT, AND NOTIFY COUNTY 24 HRS.
<br />IN ADVANCE OF STARTING ANY WORK REQUIRED IN THE PLANS.
<br />22) WORK IN STREET RIGHT-OF-WAY IS SUBJECT TO THE
<br />APPROVAL AND ACCEPTANCE OF ThE COUNTY OF SAN JOAQUIN PUBLIC
<br />WORKS DEPARTMENT EXCEPT FOR SANITARY SEWER WHICH SHALL BE
<br />APPROVED BY THE CITY OF STOCKTON PUBLIC WORKS DEPARTMENT.
<br />23) THE CONTRACTOR SHALL CONTACT THE COUNTY OF SAN
<br />JOAQUIN PUBLIC WORKS DEPARTMENT AND THE CITY OF STOCKTON,
<br />DEPARTMENT OF PUBLIC WORKS (944-8275) FOR A PRECONSTRUCTION
<br />MEETING.
<br />24) PRIOR TO COMMENCING ANY WORK, IT SHALL BE THE
<br />CONTRACTOR'S RESPONSIBILITY TO HAVE EACH UTILITY COMPANY
<br />LOCATE IN THE FIELD THEIR MAIN AND SERVICE LINES. THE
<br />CONTRACTOR SHALL NOTIFY MEMBERS OF THE UNDERGROUND SERVICE
<br />ALERT (U.S.A.) 48 HOURS IN ADVANCE OF PERFORMING EXCAVA-
<br />TION WORK BY CALLING THE TOLL-FREE NUMBER (800) 642-24U4.
<br />25) THIS SUBDIVISION WILL NOT BE SUBMITTED
<br />FOR ACCEPTANCE OF IMPROVEMENTS UNTIL ALL STREET
<br />LIGHTS ARE INSTALLED AND ENERGIZED. COMPLETE AS -BUILT
<br />PLANS ARE ALSO REQUIRED PRIOR TO INSPECTION.
<br />26) "CLASS A SUBGRADE" DENOTES GRADED SUBGRADE WITH
<br />RELATIVE COMPACTION OF NOT LESS THAN 95% OBTAINED FOR A
<br />MINIMUM DEPTH OF 6".
<br />27) ALL A.C. PAVING SHALL BE FOG SEALED..
<br />28) THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST
<br />24 HOURS PRIOR TO BACKFILLING OF ANY PIPE WHICH STUBS
<br />TO A FUTURE PHASE OF CONSTRUCTION FOR INVERT VERIFICATION.
<br />29) ELEVATIONS REFER TO U.S.G.S. DATUM BENCH MARK 200 ELEV.
<br />34.145. BRASS DISK MARKING CITY OF STOCKTON TRAVERSE CON-
<br />TROL MONUMENT STAMPED 6S -12 IN MONUMENT BOX AT THE
<br />INTERSECTION OF CENTERLINES OF CARDINAL AND MAIN STREET.
<br />30) IF ALL UNITS INCLUDED IN THESE PLANS ARE NOT
<br />CONSTRUCTED SIMULTANEOUSLY, BARRICADES, BLOW -OFFS. PLUGS,
<br />ETC. SHALL BE INSTALLED AT EACH UNIT LINE.
<br />31) AT THE CONCLUSION OF CONSTRUCTION, THE ENGINEER WHO
<br />PREPARED THE IMPROVEMENT PLANS WILL ADD TO THE PLANS, FOR
<br />CITY RECORD PURPOSES, CONSTRUCTION DATA BASED ON INFORMATION
<br />COMPILED AND FURNISHED BY THE ENGINEER, CONTRACTORS,
<br />INSPECTORS, AND OTHERS.
<br />ON THOSE FACILITIES THAT WILL BE EXTENDED IN THE FUTURE
<br />(SUCH AS SANITARY SEWER LINES. STORM DRAIN LINES, WATER LINES
<br />AND CURB AND GUTTER INSTALLATIONS), THE ENGINEER SHALL SHOOT
<br />THE GRADES AT THE END OF THE FACILITIES AND INCLUDE THESE
<br />"AS CONSTRUCTED" GRADES ON THE RECORD DRAWINGS.
<br />92) ALL EXISTING GROUND ELEVATIONS ARE BASED ON TOPOGRAPHIC
<br />SURVEY DATED DECEMBER 1990
<br />STAKING NOTES:
<br />1) 48 HOURS NOTICE IS REQUIRED FOR ANY STAKING
<br />2) THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL STAKES
<br />AND CONTROL PINS (FOR WHICH THEY CAN BE HELD LIABLE FOR
<br />REPLACEMENT COST).
<br />3) THE ENGINEER WILL PROVIDE ROUGH GRADE STAKES OF CONTROL
<br />POINTS, LOT CORNER'S, COMMERCIAL DRIVEWAYS. LOT PAD
<br />ELEVATIONS. ETC.
<br />4) THE ENGINEER WILL STAKE STREET LIGHT LOCATIONS
<br />(AFTER MEETING WITH STREET LIGHT CONTRACTOR IN ORDER TO
<br />AVOID CONFLICTS IN LOCATION).
<br />5) THE ENGINEER WILL STI,KE FIRE HYDRANT LOCATIONS, BUT
<br />WILL NOT BE HELD LIABLE FOR PROVIDING GRADE UNTIL CURB,
<br />GUTTER. & SIDEWALK IS IN PLACE.
<br />7) THE ENGINEER WILL STAKE ALL STORM, SANITARY, & WATER
<br />LINE LOCATIONS AT THE REQUEST OF THE DEVELOPER OR CONTRACTOR
<br />WITH A 48 HOUR NOTICE OF STAKING REQUEST, AND A OFFSET
<br />DISTANCE IS TO BE PROVIDED AT TIME OF REQUEST.
<br />8) ALL ROUGH GRADE STAKES AND FINAL GRADE STAKES WILL BE
<br />STAKED ON PROPERTY LINE UNLESS OTHERWISE APPROVED BY
<br />ALBERT R. SANGUINETTI PRIOR TO STAKING.
<br />9) THE ENUINEEH WILL STAKE ALL CURB, GUTTER, & SIDEWALK
<br />PROVIDED THE DIRT PILES ARE LEVELED, AND ALL UNDERGROUND
<br />UTILITIES ARE CLEANED UP.
<br />10) THE ENGINEER WILL STAKE ALL SEWER & WATER SERVICE
<br />LOCATIONS AS INDICATED ON THE PLANS. ANY DEVIATION IS
<br />SUBJECT TO A. R. SANGUINETTI'S AND/OR COUNTY OF SAN JOAQUIN
<br />APPROVAL, OR CITY OF STOCKTON FOR SANITARY SEWER ONLY,
<br />11) ALL STORM, SEWER. AND WATER STUB OUTS MUST BE VERIFIED
<br />BY A.R.S. SURVEY CREW PRIOR TO BACKFILLING.
<br />12) PRIOR TO THE BACKFILLING OF STREET LIGHTING TRENCHES,
<br />ALL TRENCH LOCATIONS AND CONDUIT WILL BE INSPECTED BY A.R.
<br />SANGUINETTI PERSONNEL.
<br />GRADING & DRAINAGE NOTES:
<br />1) THE CONTRACTOR SHALL REVIEW SITE PRIOR TO BIDDING.
<br />ALL VEGETATION AND DELETERIOUS MATERIALS SHALL BE REMOVED
<br />FROM THE SITE AT THE EXPENSE OF THE CONTRACTOR AND SHALL
<br />BE INCLUDED IN THE LUMP SUM CLEARING COSTS.
<br />2) APPROPRIATE DUST CONTROL SHALL BE PROVIDED AT THE
<br />CONTRACTOR'S EXPENSE, TO MINIMIZE ANY DUST NUISANCE AND
<br />SHALL BE IN ACCORDANCE WITH SECTION 10 OF CALTRANS
<br />STANDARD SPECIFICATIONS AND THE REQUIREMENTS OF THE
<br />COUNTY OF SAN JOAQUIN.
<br />3) LOTS SHALL BE GRADED TO THE ELEVATIONS AS STAKED OR
<br />DIRECTED BY THE ENGINEER.
<br />4) PROPOSED ELEVATIONS SHOWN ARE MINIMUMS AND IN SOME
<br />INSTANCES. FINISHED LOT ELEVATIONS MAY BE HIGHER.
<br />5) ALL EXISTING WELLS AND SEPTIC TANKS SHALL BE REMOVED
<br />AND/OR ABANDONED PER THE REQUIREMENTS OF THE SAN JOAQUIN
<br />COUNTY LOCAL HEALTH DISTRICT. THIS WORK SHALL BE INCLUDED IN
<br />THE LUMP SUM CLEARING COST.
<br />6) THE CONTRACTOR SHALL INCLUDE IN THE BID PRICE FOR SUB -
<br />GRADE PREPARATION THE COST FOR LEVELING A IO FOOT WIDE
<br />AREA BEHIND THE SIDEWALK TO FACILITATE THE TRENCHING FOR
<br />UNDERGROUND UTILITIES BY P.G. & E. THIS LEVELING IS
<br />TO TAKE PLACE ON THE SIDE OF THE STREET WHERE P.G. & E.
<br />IS TO INSTALL THEIR UTILITIES.
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<br />STREET NOTES
<br />1) SUBGRADE PREPARATION: SUBGRADE SHALL BE COMPACTED TO 95X
<br />RELATIVE COMPACTION TO A DEPTH OF 6"
<br />2) AGGREGATE SUB -BASE: AGGREGATE SUB -BASE SHALL BE CLASS 4
<br />CLASS 4 AGGREGATE SUB -BASE MATERIAL
<br />SHALL BE CLEAN AND FREE FORM VEGETABLE MATTER AND OTHER
<br />DELETERIOUS SUBSTANCES. THE PERCENTAGES COMPOSITION BY WEIGHT
<br />OF CLASS 4 AGGREGATE BACKFILL MATERIAL SHALL CONFORM TO THE
<br />FOLLOWING GRADING WHEN DETERMINED BY TEST NO. CALIFORNIA 202.
<br />SIEVE SIZES PERCENTAGE PASSING
<br />2 1/2 100%
<br />NO. 200 2-35%
<br />CLASS 4 AGGREGATE SUB -BASE MATERIAL SHALL ALSO CONFORM TO THE
<br />QUALITY REQUIREMENTS SHOWN IN THE FOLLOWING TABLE:
<br />TESTS TEST METHOD NO. CALIF. REQUIREMENTS
<br />SAND EQUIVALENT 217 IS MIN.
<br />RESISTANCE (R -VALUE) 301 &0 MIN.
<br />3) AGGREGATE BASE: AGGREGATE BASE SHALL BE CLASS 2 WITH A
<br />MAXIMUM AGGREGATE SIZE OF 3/4"
<br />4) PRIME COAT: PRIME COAT SHALL BE LIQUID ASPHALT GRADE SC -
<br />250 AND SHALL BE APPLIED TO THE ENTIRE ROADWAY TO BE PAVED.
<br />(0.2 GAL. PER YARD)
<br />5) ASPHALT CONCRETE: ASPHALT CONCRETE SHALL BE CLASS "B"
<br />THE VISCOSITY GRADE OF PAVING ASPHALT SHALL
<br />BE AR -4000 AND THE AGGREGATE SHALL BE 1/2 MAXIMUM, MEDIUM
<br />GRADE.
<br />6) FOG SEAL: FOG SEAL SHALL CONFORM TO THE
<br />STANDARD SPECIFICATIONS.
<br />7) THERE SHALL BEIY2%CROSS SLOPE ON THE CONSTRUCTION OF ALL
<br />NEW STREETS.
<br />8) PARKING SHALL BE PROHIBITED TO PROVIDE ADEQUATE STOPPING
<br />SIGHT DISTANCE AT INTERSECTIONS. WITHIN 15 FT. ON EITHER SIDE
<br />OF FIRE HYDRANTS AND WITHIN 22 FT. OF ANY CROSSWALKS.
<br />SANITARY SEWER NOTES: (CITY OF STOCKTON)
<br />1) SANITARY SEWER CONSTRUCTION, MATERIALS, AND WORKMANSHIP
<br />SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY
<br />OF STOCKTON's STANDARD SPECIFICATIONS AND PLANS.
<br />2) THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, BARRICADES,
<br />SIGNS, FLAGMEN, AND OTHER DEVICES NECESSARY FOR PUBLIC
<br />SAFETY.
<br />3) THE CONTRACTOR SHALL PROVIDE ALL SHORING, BRACING, SLOPING
<br />OR PROVISIONS TO PROTECT WORKMEN FOR ALL AREAS TO BE
<br />EXCAVATED TO A DEPTH OF FIVE FEET OR MORE. SAID PROTECTION
<br />TO BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF COUNTY OF
<br />SAN JOAQUIN DEPARTMENT OF PUBLIC WORKS, AND STATE
<br />REGULATIONS.
<br />4) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY MARKING
<br />INSTALLED LOCATIONS OF SERVICE LATERALS.
<br />5) SEWER SERVICE LATERALS ARE 4" IN DIAMETER ANDS SHALL
<br />EXTEND TO A POINT 3.5 FEET BEHIND THE BACK OF THE
<br />SIDEWALK AND SHALL BE LOCATED AT THE LOT CENTERLINE UNLESS
<br />OTHERWISE NOTED. (SEE DETAIL DRAWING NUMBER 63.) THE UNIT
<br />COST OF THE SEWER LATERAL INCLUDES CONNECTION TO THE SEWER
<br />MAIN. THE CLEANOUT RISER SHALL BE INSTALLED
<br />BY THE HOME BUILDER.
<br />6) ALL MANHOLE RIMS AND LAMPHOLES TO BE ADJUSTED TO FINISH
<br />GRADE AFTER STREET PAVING. COST FOR RAISING FACILITIES TO
<br />BE INCLUDED IN UNIT PRICES FOR MANHOLES AND LAMPHOLES.
<br />7) SEWER SERVICES IN NEW SUBDIVISIONS SHALL BE MARKED BY THE
<br />CONCRETE CONTRACTOR WITH THE LETTER "S" STAMPED ON THE
<br />BACK OF SIDEWALK OR ON THE TOP OF CURB. THE UNDERGROUND
<br />CONTRACTOR SHALL PROVIDE SUFFICIENT RECORDS AND SHALL
<br />LEAVE ADEQUATE MARKS IN THE FIELD FOR THE CONCRETE
<br />CONTRACTOR TO ACCURATELY STAMP THE LETTER "S" FOR ALL
<br />SEWER SERVICES. PRIOR TO THE PLACING OF ANY SIDEWALK OR
<br />CURB AND GUTTER, THE CONCRETE CONTRACTOR SHALL FURNISH
<br />DATA TO THE CITY OF STOCKTON'S FIELD INSPECTOR SHOWING HE
<br />HAD ADEQUATE INFORMATION TO ACCURATELY FIELD LOCATE AND
<br />MARK THE LETTER "S" TO BE STAMPED IN HIS WORK. PRIOR TO
<br />THE FINAL TROWELING OF THE CONCRETE, THE COUNTY OF SAN
<br />JOAQUIN's FIELD INSPECTOR SHALL DETERMINE THAT THE LETTER
<br />"S" HAS BEEN STAMPED IN THE PROPER LOCATION.
<br />8) AFTER THE SANITARY SEWER PIPE HAS BEEN LAID AND
<br />BACKFILLED, A LOW PRESSURE AIR TEST SHALL BE MADE ON EACH
<br />SECTION OF PIPE BETWEEN MANHOLES. THE PRESSURE TESTS SHALL
<br />BE CONDUCTED AS PRESCRIBED BY THE CITY ENGINEER AND SHALL
<br />MEET AIR PRESSURE LOSS PER TIME PERIOD IN ACCORDANCE WITH
<br />THE CITY OF STOCKTON's STANDARD SPECIFICATIONS. SHOULD ANY
<br />TEST ON ANY SECTION OR PIPELINE DISCLOSE AN AIR LOSS
<br />GREATER THAN THAT PERMITTED. THE CONTRACTOR SHALL. AT HIS
<br />OWN EXPENSE, LOCATE AND REPAIR THE DEFECTIVE JOINTS OR
<br />PIPE AND RETEST UNTIL THE AIR LOSS IS WITHIN THE SPECIFIED
<br />ALLOWANCE. ANY DEFECTS FOUND BY THE CITY OF STOCKTON's
<br />TELEVISION INSPECTION, SHALL BE REPAIRED BY THE
<br />CONTRACTOR, PRIOR. TO CONSTRUCTION OF THE STREET PAVEMENT
<br />PER CITY OF STOCKTON SPEC. 71-I.IIG
<br />9) THE CONTRACTOR SHALL EXPOSE EXISTING SANITARY SEWER WHERE
<br />CONNECTION IS TO BE MADE, SO THAT THE ENGINEER CAN VERIFY
<br />EXISTING FLOW LINES AND LOCATIONS BEFORE START OF
<br />CONSTRUCTION.
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<br />DEWATERING NOTES:
<br />1) THE CONTRACTOR SHALL FURNISH, INSTALL, OPERATE AND
<br />MAINTAIN ALL MACHINERY, APPLIANCES, AND EQUIPMENT TO
<br />MAINTAIN ALL EXCAVATIONS FREE FROM WATER DURING
<br />CONSTRUCTION, AND SHALL DEWATER AND DISPOSE OF THE WATER
<br />SO AS NOT TO CAUSE INJURY TO PUBLIC OR PRIVATE PROPERTY,
<br />OR TO CAUSE A NUISANCE OR MENACE TO THE PUBLIC. THE
<br />DEWATERING SYSTEM SHALL BE INSTALLED AND OPERATED SO THAT
<br />THE GROUNDWATER LEVEL OUTSIDE THE EXCAVATION IS NOT
<br />REDUCED TO THE EXTENT WHICH WOULD CAUSE DAMAGE OR ENDANGER
<br />ADJACENT STRUCTURES OR PROPERTY. ALL COSTS FOR DEWATERING
<br />SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ALL PIPE
<br />CONSTRUCTION. THE STATIC WATER LEVEL SHALL BE DRAWN DOWN A
<br />MINIMUM OF 1 FOOT BELOW THE BOTTOM OF EXCAVATION TO
<br />MAINTAIN THE UNDISTURBED STATE OF NATURAL SOILS AND ALLOW
<br />THE PLACEMENT OF ANY FILL TO THE SPECIFIED DENSITY.
<br />DISPOSAL OF WATER SHALL NOT DAMAGE PROPERTY, CREATE A
<br />PUBLIC NUISANCE OR VIOLATE THE LAW. THE CONTRACTOR SHALL
<br />HAVE ON HAND, PUMPING EQUIPMENT AND MACHINERY IN GOOD
<br />WORKING CONDITION FOR EMERGENCIES AND SHALL HAVE WORKMEN
<br />AVAILABLE FOR ITS OPERATION. DEWATERING SYSTEM SHALL
<br />OPERATE CONTINUOUSLY UNTIL BACKFILL HAS BE COMPLETED TO 1
<br />FCOT ABOVE THE NORMAL STATIC GROUNDWATER LEVEL,
<br />2) THE CONTRACTOR SHALL CONTROL SURFACE WATER TO PREVENT
<br />ENTRY INTO EXCAVATIONS. AT EACH EXCAVATION, A SUFFICIENT
<br />NUMBER OF TEMPORARY OBSERVATION WELLS TO CONTINUOUSLY
<br />CHECK THE GROUNDWATER LEVEL SHALL BE PROVIDED.
<br />3) SUMPS SHALL BE NO DEEPER THAT 5 FEET AND SHALL BE AT THE
<br />LOW POINT OF EXCAVATION. EXCAVATION SHALL BE GRADED TO
<br />DRAIN TO THE SUMPS.
<br />4) THE CONTROL OF GROUNDWATER SHALL BE SUCH THAT SOFTENING OF
<br />THE BOTTOM OF EXCAVATION, OR FORMATIONS OF "QUICK"
<br />CONDITIONS OR "BOILS," DOES NOT OCCUR. DEWATERING SYSTEMS
<br />SHALL BE DESIGNED AND OPERATED SO AS TO PREVENT REMOVAL OF
<br />THE NATURAL SOILS. THE RELEASE OF GROUNDWATER AT ITS
<br />STATIC LEVEL SHALL BE PERFORMED IN SUCH A MANNER AS TO
<br />MAINTAIN THE UNDISTURBED STATE OF THE NATURAL FOUNDATION
<br />SOILS, PREVENT DISTURBANCE OF COMPACTED BACKFILL, AND
<br />PREVENT FLOTATION OR MOVEMENT OF STRUCTURES, PIPELINES AND
<br />SEWERS. IF AN NPDES (NATIONAL POLLUTANT DISCHARGE
<br />ELIMINATION SYSTEM) PERMIT IS REQUIRED FOR DISPOSAL OF
<br />WATER FROM CONSTRUCTION DEWATERING ACTIVITIES, IT SHALL BE
<br />OBTAINED BY THE CONTRACTOR PRIOR TO ANY DEWATERING
<br />ACTIVITIES.
<br />5) ONE HUNDRED PERCENT STANDBY PUMPING CAPACITY SHALL BE
<br />AVAILABLE ON SITE AT ALL TIMES AND SHALL BE CONNECTED TO
<br />THE DEWATERING SYSTEM PIPING TO PERMIT IMMEDIATE USE. IN
<br />ADDITION, STANDBY AUXILIARY EQUIPMENT AND APPLIANCES FOR
<br />ALL ORDINARY EMERGENCIES, AND COMPETENT WORKMEN FOR
<br />OPERATION AND MAINTENANCE OF ALL DEWATERING EQUIPMENT
<br />SHALL BE ON SITE AT ALL TIMES. STANDBY EQUIPMENT SHALL
<br />INCLUDE EMERGENCY POWER GENERATION AND AUTOMATIC
<br />SWITCH OVER TO THE EMERGENCY GENERATOR WHEN NORMAL POWER
<br />FAILS. DEWATERING SYSTEMS SHALL NOT BE SHUT DOWN BETWEEN
<br />SHIFTS, ON HOLIDAYS, ON WEEKENDS, OR DURING WORK
<br />STOPPAGES.
<br />DESCRIPTION
<br />DATE
<br />STREET LIGHT NOTES:
<br />1) ALL STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH
<br />THE COUNTY OF SAN JOAQUIN,
<br />2) INSTALL A CONCRETE PULL BOX BY EACH ELECTROLIER PER COUNTY OF
<br />SAN JOAQUIN STANDARD - MINIMUM SIZE NO. 3 1/2 - LID
<br />MARKING "STREET LIGHT."
<br />3) FUSED SPLICE CONNECTORS SHALL BE INSTALLED IN THE PULL BOX
<br />ADJACENT TO THE LIGHT STANDARD, PSR SEC-rlON Be. of
<br />CAL �RANS STANDARD SPEC. OATEO JAN. 1988.
<br />4) ALL STREET LIGHTS SHALL BE 100 WATT HPS UNLESS OTHERWISE
<br />NOTED. yyy{{{
<br />5) STREET LIGHTS ARE SHOWN THUS: 0—{ )
<br />6) THE ENGINEER SHALL SUBMIT AS -BUILT DRAWINGS OF THE STREET
<br />LIGHT LAYOUT SHOWING THE LOCATIONS OF ALL STREET LIGHTS,
<br />PG&E SERVICE POINTS, PULL BOXES, CONDUIT RUNS AND WIRE
<br />SIZES.
<br />7) CONDUIT FOR ALL STREET LIGHTS SHALL BE P.V.C., SCHEDULE
<br />40.
<br />8) ALL STREET LIGHTS SHALL CONFORM TO COUNTY OF SAN JOAQUIN
<br />STANUARD SPECIFICATIONS.
<br />WIRE IN UNDERGROUND CONDUIT SHALL NOT BE SMALLER THAN
<br />#10 COPPER WIRE SERVING A SINGLE LUMINAIRE WITHIN 150 FEET
<br />OF THE SERVICE POINT.
<br />9) ALL OVERHEAD PG&E LINES ARE TO BE PLACED UNDERGROUND.
<br />10) UNDERGROUND UTILITY TRENCHES SHALL BE PER COUNTY OF
<br />SAN JOAQUIN STANDARD DRWG. A-7
<br />II) IF ONLY ONE IODW-HPS OR 150W-HPS STREET LIGHT IS
<br />SERVED FROM A PG&E SERVICE POINT, THE SERVICE SHALL BE
<br />120V. IF TWO OR MORE 20OW-HPS STREET LIGHTS ARE SERVED
<br />FROM A PG&E SERVICE POINT, THE SERVICE SHALL BE 240V
<br />(UNLESS OTHERWISE INDICATED ON THESE PLANS).
<br />STORM DRAIN NOTES:
<br />1) ALL STORM DRAIN CONSTRUCTION, MATERIALS, AND WORKMANSHIP,
<br />SHALL BE IN ACCORDANCE WITH THE STANDARD SUBDIVISION
<br />IMPROVEMENTS OF COUNTY OF SAN JOAQUIN DEPARTMENT OF PUBLIC
<br />WORKS SPECIFICATIONS AND IMPROVEMENT STANDARDS.
<br />2) THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS,
<br />BARRICADES, FLAGMEN, OR OTHER DEVICES NECESSARY FOR PUBLIC
<br />SAFETY.
<br />3) THE CONTRACTOR SHALL PROVIDE ALL SHORING, BRACING, SLOPING
<br />OR PROVISIONS TO PROTECT WORKMEN FOR ALL AREAS TO BE
<br />EXCAVATED TO A DEPTH OF FIVE FEET OR MORE. SAID PROTECTION
<br />TO BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF COUNTY OF SAN
<br />JOAQUIN DEPARTMENT OF PUBLIC WORKS, AND STATE
<br />REGULATIONS.
<br />4) THE UNDERGROUND CONTRACTOR SHALL EXPOSE EXISTING STORM
<br />DRAINS, WHERE CONNECTION IS TO BE MADE, SO THAT THE
<br />ENGINEER CAN VERIFY EXISTING FLOW LINES AND LOCATIONS
<br />BEFORE START OF CONSTRUCTION.
<br />5) CONTRACTOR TO BE RESPONSIBLE FOR ALL TESTING OF STORM
<br />DRAIN FACILITIES.
<br />6) ALL MANHOLE RIMS TO BE ADJUSTED TO FINISH GRADE AFTER
<br />STREET PAVING. COST FOR RAISING FACILITIES TO BE INCLUDED
<br />IN UNIT PRICES FOR MANHOLES.
<br />r) ON PRECAST PIPES, RUBBER GASKET JOINTS SHALL BE USED IN
<br />HIGH GROUND WATER CONDITIONS.
<br />AAA A.R. SANGU
<br />CONS U t
<br />5651 N. PERISHING (<
<br />,L
<br />C
<br />ALBERT R, SANGUINET
<br />Indemnification Clause: Contractor agrees that he shall assume sole
<br />and complete responsibility for the job site conditions during
<br />the course of construction of this project, including safety of
<br />all persons and property; that requirement shall apply
<br />continuously and not be limited to normal working hours; and
<br />that contractor shall defend, indemnify and hold harmless, the
<br />County of San Joaquin, its elected officials, officers, employees
<br />and agents from any and all claims, costs of litigation, damages,
<br />and attorney's fees, for personal injury or property damage of
<br />whatever nature which are claimed to have occurred during the
<br />term of this project.
<br />.SAl O ��z ASSOCIATES
<br />C � NGINEERS
<br />B `
<br />-30-93STOCKTON, CA 95207
<br />-
<br />DATE 2-19-91
<br />MEADOWOOD
<br />IMPROVEMENT PLANS
<br />NOTES
<br />DEPARTMENT OF PUBLIC WORKS
<br />COUNTY OF SAN JOAQUIN
<br />SCALE APPROVED BY: DATE:
<br />DESIGNED BY
<br />DRAWN BY
<br />CHECKED BY
<br />DIRECTOR OF PUBLIC WORKS
<br />AS BUILT BY COUNTY OF SAN JOAQUIN
<br />NO.
<br />JOB NO.
<br />
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