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GENERAL NOTES:
<br />1. ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH THE
<br />FOLLOWING., SAN JOAQUIN COUNTY IMPROVEMENT STANDARD AND SPECIFICATIONS,
<br />AND ALL AMENDMENTS TO DATE, CALIFORNIA DEPARTMENT OF 7RANSPORT477ON
<br />STANDARD SPECIFICATIONS AND LINDEN COUNTY WATER DISTRICT REQUIREMENTS
<br />(CALTRANS, JULY, 1992) WHERE APPLICABLE. ALL WORK SHALL BE UNDER THE
<br />INSPECTION OF THE RESPECTIVE ENTITY.
<br />2. IT IS INTENDED THAT THESE PLANS AND SPECIFICATIONS REQUIRE ALL LABOR AND
<br />MATERIALS NECESSARY AND PROPER FOR THE WORK CONTEMPLATED AND THAT THE
<br />WORK BE COMPLETED IN ACCORDANCE WITH ]HEIR TRUE INTENT AND PURPOSE.
<br />THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY REGARDING ANY
<br />DISCREPANCIES AND AMBIGUITIES WHICH MAY EXIST IN THE PLANS AND SPECIFICATIONS.
<br />IF 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
<br />GENERAL PRAC77CE IS TO PREVAIL AND THAT ONLY MATERIALS AND WORKMANSHIP OF
<br />THE FIRST QUALITY ARE TO BE USED.
<br />3. CONSTRUCTION STAKING FOR GRADING, CURB, GUTTER, SIDEWALK, SANITARY SEWER,
<br />STORM DRAIN AND WATER SHALL BE DONE UNDER THE DIRECTION OF M.C.R.
<br />ENGINEERING. THE CONTRACTOR SHALL N077FY 174£ ENGINEER SEVENTY-TWO (72)
<br />HOURS IN ADVANCE OF THIS NEED FOR STAKING. ANY STAKING REQUESTED BY
<br />THE CONTRACTOR OR HIS SUBCONTRACTORS THAT IS ABOVE AND BEYOND NORMAL
<br />STANDARD SUBDIVISION STAKING NEEDS, WILL BE SUBJECT TO AN EXTRA BACK CHARGE
<br />TO THE CONTRACTOR.
<br />4. THE CONTRACTOR SHALL EXERCISE DUE CAUTION AND SHALL CAREFULLY PRESERVE
<br />BENCH MARKS, 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 SHALL 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 CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT
<br />THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, ENGINEER AND
<br />774E COUNTY HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION
<br />WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY
<br />ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
<br />6. UNLESS OTHERWISE STATED, ALL STATIONS INDICATED ON THE IMPROVEMENT PLANS
<br />ARE REFERENCED TO THE CENTERLINE OF THE STREET. ALL STATIONS OFF CENTER
<br />ARE PERPENDICULAR TO OR RADIALLY OPPOSITE CENTERLINE STATIONS, UNLESS
<br />OTHERWISE NOTED.
<br />7. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE
<br />WITHOUT WRITTEN AUTHORIZATION FROM THE APPROVING AGENCY.
<br />8. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGMAN OR
<br />OTHER DEVICES NECESSARY FOR PUBLIC SAFETY IN ACCORDANCE WITH THE
<br />CURRENT ISSUE OF "MANUAL OF TRAFFIC CONTROLS, WARNING SIGNS, LIGHTS AND
<br />DEVICES FOR USE IN PERFORMANCE OF WORK UPON HIGHWAY" PUBLISHED BY THE
<br />STATE OF CALIFORNIA BUSINESS AND TRANSPORTATION AGENCY.
<br />9. SAN JOAQUIN COUNTY PUBLIC WORKS DEPARTMENT AND LINDEN COUNTY WATER
<br />DISTRICT SHALL BE NOTIFIED AT LEAST 24 HOURS IN ADVANCE OF ANY WORK.
<br />10. P. G. & E., TELEPHONE AND CABLE TV UNDERGROUND WORK SHALL BE COMPLETED
<br />PRIOR TO CONSTRUCTION OF THE CURB, GUTTER, SIDEWALK AND PAWWNG.
<br />11. SAN JOAQUIN COUNTY, LINDEN COUNTY WATER DISTRICT, AND ASSOCIATED UTILITY
<br />COMPANIES AND RESIDENCIES TO BE AFFECTED SHALL BE N077FIED IMMEDIATELY UPON
<br />ANY U77LITY SERVICE DISRUPTION OTHER THAN SPECIFIED ON THESE IMPROVEMENT PLANS
<br />AND A 24 HOUR NOTICE SHALL BE GIVEN FOR ANY PLANNED DISRUPTION.
<br />12. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM SAN JOAQUIN
<br />COUNTY, DEPARTMENT OF PUBLIC WORKS OR ANY OTHER APPLICABLE AGENCIES
<br />PRIOR TO COMMENCEMENT OF WORK WITHIN EXISTING COUNTY RIGHT-OF-WAY AND
<br />AN ENCROACHMENT PERMIT FROM CALTRANS FOR WORK IN THE HIGHWAY RIGHT -OF WAY.
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND LICENSES REQUIRED
<br />FOR THE CONSTRUCTION AND COMPLETION OF THE PROJECT.
<br />13. ALL TRAFFIC STREET SIGNS AND PAVEMENT MARKINGS SHALL CONFORM TO SAN JOAQUIN
<br />COUNTY IMPROVEMENT STANDARDS AND TO THE MANUAL ON UNIFORM TRAFFIC CONTROL
<br />DEVICES (CALTRANS) AND AS SHOWN ON THE PLANS.
<br />14. ASPHALT CONCRETE SHALL BE PLACED ONLY WHEN THE ATMOSPHERIC TEMPERATURE
<br />IS ABOVE 50°F.
<br />15. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THE REMOVAL OR RELOCATION
<br />OF ALL EXISTING UTILITIES WITH RESPECTIVE UTILITY COMPANIES.
<br />16. DRIVEWAYS ON STREETS TO BE LOCATED IN 774E FIELD BY THE ENGINEER AT THE TIME
<br />OF CONSTRUCTION. DRIVEWAYS SHALL NOT COINCIDE WITH WHEELCHAIR RAMPS.
<br />17. DRAWING NUMBERS SHOWN ON THE PLANS REFER TO DRAWINGS CONTAINED IN THE
<br />SAN JOAQUIN COUNTY IMPROVEMENT STANDARDS, THUS: (L£. DWG. S-7).
<br />18. PRIOR TO COMMENCING ANY WORK, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
<br />TO HAVE EACH U77LITY COMPANY LOCATE, IN THE FIELD, THEIR MAIN AND SERVICE
<br />LINES THE CONTRACTOR SHALL NOTIFY MEMBERS OF THE UNDERGROUND SERVICE
<br />ALERT (U.S.A.) 48 HOURS IN ADVANCE OF PERFORMING ANY EXCAVATION WORK BY
<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 />EXCAVATION IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO PR07ECT ALL
<br />EXIS77NG UTILITIES SO THAT NO DAMAGE RESULTS TO THEM DURING THE
<br />PERFORMANCE OF THIS CONTRACT ANY REPAIRS NECESSARY TO DAMAGED UTIL177ES
<br />SHALL BE PAID FOR BY THE CONTRACTOR. THE CONTRACTOR SHALL BE REQUIRED TO
<br />COOPERATE WITH OTHER CONTRACTORS AND U77LITY COMPANIES INSTALLING NEW
<br />STRUCTURES, UTILITIES AND SERVICE TO THE DEVELOPMENT.
<br />19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PR07ECTING EXIS77NG IMPROVEMENTS
<br />FROM DAMAGE. COST OF REPLACING EXISTING IMPROVEMENTS SHALL BE INCLUDED
<br />IN THE UNIT PRICE BID FOR ITEMS REQUIRING REMOVAL AND REPLACEMENT OF
<br />EXISTING IMPROVEMENTS.
<br />A TRAFFIC CONTROL PLAN (TCP) SHALL BE SUBMITTED TO AND DEEMED ACCEPTABLE
<br />BY COUNTY PRIOR TO START OF WORK. THIS SHALL ADDRESS ALL PHASED OF WORK
<br />WHICH IMPACT PUBLIC TRAFFIC. CONFORMANCE WITH THE TCP SHALL BE MAINTAINED
<br />AT ALL TIMES
<br />A MINIMUM OF ONE 10' TRAFFIC LANE SHALL BE MAINTAINED AT ALL TIMES, WITH
<br />TRAFFIC DELAYS LIMITED TO A MAXIMUM OF 15 MINUTES A MINIMUM OF TWO 10'
<br />TRAFFIC LANES SHALL BE MAINTAINED DURING NON -WORKING HOURS TRAFFIC CONTROL
<br />SHALL BE IN ACCORDANCE WITH SECTION 12 OF THE CALTRANS STANDARD SPECIFICATIONS.
<br />ALL PAVEMENT CUTS SHALL BE NEATLY LINE CUT.
<br />PAVEMENT RESTORAL FOR LONGITUDINAL TRENCHES SHALL NOT RESULT IN A "COLD JOINT"
<br />WITHIN THREE FEET OF AN EXISTING EDGE OF PAVEMENT (LE. NO "RIBBON PATCHES")
<br />20. WHENEVER PAVEMENT IS BROKEN OR CUT IN THE INSTALLATION OF THE WORK
<br />COVERED BY THESE SPECIFICATIONS, THE PAVEMENT SHALL BE REPLACED, AFTER
<br />PROPER BACKFILLING, WI7H PAVEMENT MATERIALS EQUAL TO OR BETTER THAN THE
<br />MATERIALS USED IN THE ORIGINAL PAVING. THE FINISHED PAVEMENT SHALL BE
<br />SUBJECT TO THE APPROVAL OF SAN JOAQUIN PUBLIC WORKS DEPARTMENT,
<br />OR CALTRANS WHERE APPLICABLE.
<br />APPROVED BY:
<br />LINDEN COUNTY WATER DISTRICT
<br />SPECIFICATION SHEET
<br />GENERAL MANAGER DATE:
<br />LINDEN COUNTY WATER DISTRICT
<br />21. PAYMENT FOR PAVEMENT WILL BE MADE ONLY FOR AREAS SHOWN ON THE PLANS
<br />REPLACEMENT OF PAVEMENT WHICH IS BROKEN OR CUT DURING THE INSTALLATION OF
<br />774E WORK COVERED BY THESE SPECIFICATIONS, AND WHICH LIES OUTSIDE OF SAID
<br />AREAS, SHALL BE INDICATED IN THE CONTRACTOR'S UNIT PRICE FOR PAVEMENT, AND
<br />NO ADDITIONAL PAYMENT SHALL BE MADE FOR SUCH WORK.
<br />22. EXCAVATIONS OF 5 FEET OR MORE IN DEPTH WILL REQUIRE AN EXCAVATION PERMIT
<br />FROM 774E STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL SAFETY. FOR
<br />TRENCHES 5 FEET OF MORE IN DEP7N, THE CONTRACTOR SHALL COMPLY WITH
<br />SECTION 5-1.02A OF THE CALTRANS STANDARDS, CHAPTER 9 OF THE STATE OF
<br />CALIFORNIA LABOR CODE, AND ANY LOCAL CODES OR ORDINANCES. COPY OF
<br />EXCAVATION PERMIT TO BE KEPT ON SITE.
<br />23. WE CALL YOUR ATTENTION TO 77TLE 8 CALIFORNIA ADMINISTRATION CODE SECTION
<br />1540 (A) (1) OF THE CONSTRUCTION SAFETY ORDERS ISSUED BY THE OCCUPATIONAL
<br />SAFETY AND HEALTH STANDARDS BOARD PURSUANT TO 7HE CALIFORNIA
<br />OCCUPATIONS SAFETY AND HEALTH ACT OF 1973 AS AMENDED WHICH STATES:
<br />(1) PRIOR TO OPENING AN EXCAVATION EFFORT SHALL BE MADE TO DETERMINE
<br />WHETHER UNDERGROUND INSTALLATIONS,LE. SEWER, WATER, FUEL, ELECTRICAL LINES,
<br />ETC., WILL BE ENCOUNTERED AND IF SO, WHERE SUCH UNDERGROUND INSTALLATIONS
<br />ARE LOCATED. WHEN THE EXCAVATION APPROACHES THE APPROXIMATE LOCATION OF
<br />SUCH INSTALLATION, THE EXACT LOCATION SHALL BE DETERMINED BY CAREFUL
<br />PROBING OR HAND DIGGING; AND, WHEN IT IS UNCOVERED, ADEQUATE PROTECTION
<br />SHALL BE PROVIDED FOR THE EXISTING INSTALLATION. ALL KNOWN OWNERS OF
<br />UNDERGROUND FACILITIES IN THE AREA CONCERNED SHALL BE ADVISED OF
<br />PROPOSED WORK AT LEAST 48 HOURS PRIOR TO THE START OF ACTUAL EXCAVATION.
<br />24. 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 MADE.
<br />25. APPROPRIATE DUST CONTROL SHALL BE PROVIDED, AT THE CONTRACTOR'S EXPENSE
<br />TO MINIMIZE ANY DUST NUISANCE AND SHALL BE IN ACCORDANCE WITH SECTION 10 OF
<br />CALTRANS STANDARD SPECIFICATIONS AND THE REQUIREMENTS OF SAN JOAQUIN
<br />COUNTY.
<br />26. THE CONTRACTOR SHALL SUBMIT TO SAN JOAQUIN COUNTY AND LINDEN COUNTY WATER
<br />DISTRICT PRIOR TO FINAL ACCEPTANCE, RECORD DRAWINGS OF ALL IMPROVEMENTS
<br />REPRESENTED BY THE PROJECT PLANS AND SPECIFICATIONS
<br />27. AFTER CONSTRUCTION OF ALL IMPROVEMENTS, THE CONTRACTOR 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 CONSTRUCTION SHALL
<br />ALSO BE SHOWN ON THE RECORD DRAWINGS ALL AS PROVIDED TO SAN JOAQUIN
<br />COUNTY AND LINDEN COUNTY WATER DISTRICT BY THE CONTRACTOR.
<br />28. THE CONTRACTOR SHALL NOTIFY M.C.R. ENGINEERING AT LEAST 48 HOURS PRIOR
<br />TO BACKFILLING OF ANY PIPE WHICH STUBS TO A FUTURE PHASE OF CONSTRUCTION
<br />FOR INVERT VERIFICATION. TOLERANCE SHALL BE IN ACCORDANCE WITH SAN JOAQUIN
<br />COUNTY IMPROVEMENT STANDARDS AND SPECIFICATIONS.
<br />29. CONTRACTOR SHALL PROVIDE SAN JOAQUIN COUNTY WITH A CERTIFICATE SIGNED BY A
<br />REGISTERED CIVIL ENGINEER STATING THAT ALL BUILDING PAD ELEVATIONS ARE IN
<br />ACCORDANCE WITH THE APPROVED GRADING PLAN.
<br />30. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE STATE WATER
<br />RESOURCES CONTROL BOARD, ORDER NO. 92-06-DWQ, NPD£S GENERAL PERMIT NO.
<br />CAS000002. THE CONTRACTOR SHALL DEVELOP, IMPLEMENT, AND MONITOR A STORM
<br />WATER POLLUTION PREVENTION PLAN (SWPPP) IN ACCORDANCE WITH THE ABOVE
<br />PERMIT.
<br />31. BENCHMARK- SJCo. Jl. 19.7
<br />BRASS CAP AT CORNER OF SWIMMING POOL DECK AT LINDEN HIGH SCHOOL.
<br />ELEVATION: 37.088
<br />CHANGES ON PLANS AND SPECIFICATIONS: ANY CHANGES TO THE APPROVED IMPROVEMENT
<br />PLANS AND SPECIFICATIONS MUST BE PREPARED AND APPROVED BY MCR ENGINEERING,
<br />AND SHALL BE SUBMITTED TO SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS FOR
<br />APPROVAL PRIOR TO IMPLEMENTATION.
<br />STORM DRAIN NOTES:
<br />1. ALL STORM DRAIN CONSTRUCTION AND MATERIALS, SHALL BE IN ACCORDANCE WITH THE
<br />REQUIREMENTS OF SAN JOAQUIN COUNTY PUBLIC WORKS DEPARTMENT STANDARD PLANS
<br />AND SPECIFICATIONS.
<br />2. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGMEN OR OTHER
<br />DEVICES NECESSARY FOR PUBLIC SAFETY.
<br />J. THE CONTRACTOR SHALL PROVIDE ALL SHORING, BRACING, SLOPING OR 0774ER
<br />PROVISIONS NECESSARY TO PROTECT WORKMAN FOR ALL AREAS TO BE EXCAVATED TO A
<br />DEPTH OF 5 FEET OR MORE. SAID PROTECTION TO BE DONE IN ACCORDANCE WITH 774E
<br />REQUIREMENTS OF SAN J04OUIN COUNTY DEPARTMENT OF PUBLIC WORKS, AND STATE
<br />REGULATIONS.
<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 IN 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 THERE IS A DISCREPANCY
<br />BETWEEN THE SIGNED PLANS AND THE EXIS77NG FIELD CONDITION PRIOR TO THE START
<br />OF CONSTRUCTION.
<br />6. CONTRACTOR TO BE RESPONSIBLE FOR ALL TESTING OF STORM DRAIN FACILITIES IN
<br />ACCORDANCE Wl7H SAN JOAQUIN COUNTY'S STANDARD SPECIFICATION AND PLANS.
<br />7. ALL STORM DRAIN LINES SHALL BE CLEANED OF ALL SAND AND DEBRIS PRIOR TO
<br />ACCEPTANCE BY SAN JOAQUIN COUNTY.
<br />8. INSTALLATION AND CONSTRUCTION RELATIVE TO SSJLD. FACILITIES SHALL BE IN
<br />ACCORDANCE WITH SSJJ.D. STANDARDS AND SPECIFICATIONS.
<br />A TRENCH SHORING PLAN SHALL BE SUBMITTED TO AND DEEMED ACCEPTABLY BY
<br />COUNTY PRIOR TO THE START OF WORK. SHORING AND PLA77NG WHICH IS SUBJECT
<br />TO PUBLIC TRAFFIC LOADINGS SHALL BE DESIGNED AND CERTIFIED BY A CALIFORNIA
<br />LICENSED CIVIL ENGINEER.
<br />DRAINAGE FACILITIES SHALL BE MAINTAINED DURING PERIODS OF INCLEMENT
<br />WEATHER, AND RESTORED TO THEIR ORIGINAL CONDITION UPON COMPLETION OF
<br />THE WORK.
<br />ALL TRAFFIC DELINEATIONS (SIGNS, STRIPING, AND RAISED PAVEMENT MARKERS)
<br />SHALL BE RESTORED TO THEIR ORIGINAL CONDITION UPON COMPLETION OF 774E WORK.
<br />LINDEN,
<br />FLOR RANCH
<br />UNIT NO, 1
<br />CALIFORNIA
<br />SANITARY SEWER NOTES:
<br />1. ALL SANITARY SEWER CONSTRUCTION, MATERIALS, AND WORKMANSHIP SHALL BE IN
<br />ACCORDANCE W1774 THE REQUIREMENTS OF LINDEN COUNTY WATER DISTRICT.
<br />2. THE CONTRACTOR SHALL PROVIDE ALL SHORING, BRACING, SLOPING OR OTHER
<br />PROVISIONS NECESSARY TO PR07ECT WORKMEN FOR ALL AREAS TO BE EXCAVATED TO
<br />A DEPTH OF 5' OR MORE. SAID PROTECTION TO BE IN ACCORDANCE WITH THE
<br />REQUIREMENTS OF SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS AND
<br />STATE REGULATIONS.
<br />J. THE CONTRACTOR SHALL EXPOSE ALL EXISTING SANITARY SEWER PIPES WHERE
<br />CONNECTION IS 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, FLAGMEN, OR OTHER
<br />DEVICES NECESSARY FOR PUBLIC SAFETY.
<br />5. THE 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 4' TO 5' PAST THE PROPERTY LINE
<br />(AS DIMENSIONED ON "LOT UTILITY LAYOUT" DETAIL) AND PLUGGED (SEE STD. DWG. S -7A).
<br />7. ALL TES77NG REQUIRED BY LINDEN COUNTY WATER DISTRICT SHALL BE THE RESPONSIBILITY
<br />OF THE CONTRACTOR, INCLUDING THE TELEVISING 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 ADJUSTING
<br />FACILITIES TO BE INCLUDED IN THE UNIT PRICE FOR MANHOLES AND CLEANOUa
<br />WATER NOTES:
<br />1. ALL WATER CONSTRUCTION, MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE
<br />WITH 7HE REQUIREMENTS OF LINDEN COUNTY WATER DISTIRCT.
<br />2. ALL HOUSE SERVICES SHALL BE 1" DIAMETER, UNLESS OTHERWISE NOTED. ALL SERVICE
<br />LATERALS SHALL BE EXTENDED PAST THE PROPERTY LINE AND CAPPED.
<br />J. CONTRACTOR SHALL EXPOSE EXISTING WATER LINES TO VERIFY EXISTING ELEVATION AND
<br />LOCATION PRIOR TO START OF CONSTRUCTION.
<br />4. ALL WATER LINES SHALL BE TESTED AND DISINFECTED IN CONFORMANCE WITH THE
<br />REQUIREMENTS OF LINDEN COUNTY WATER DISTRICT UPON COMPLETION OF COMPACTION
<br />AND PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE.
<br />5. CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGMEN, OR OTHER
<br />DEVICES NECESSARY FOR PUBLIC SAFETY.
<br />6. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY MARKING THE INSTALLED
<br />LOCATION OF SERVICE LATERALS THE CONTRACTOR SHALL STAMP A "W" AT THE
<br />BACK OF SIDEWALK DIRECTLY OVER THE SERVICE.
<br />7. WATER LINES SHALL BE 10' MINIMUM OUTSIDE OF PIPE TO OUTSIDE OF PIPE FROM SEWER
<br />AND STORM DRAIN MAINS. CROSSINGS SHALL MEET STATE HEALTH STANDARDS.
<br />8. ALL VALVE BOXES TO BE ADJUSTED TO FINISH GRADE AFTER STREET PAVING. COST
<br />FOR RAISING FACILITIES TO BE INCLUDED IN UNIT PRICES FOR VALVES.
<br />9. FOR EXCAVATIONS OF 5' OR MORE, TRENCHES SHALL BE MADE IN CONFORMANCE
<br />WITH APPROPRIATE SHORING SYSTEM STANDARDS.
<br />10. ALL CONNECTIONS TO EXISTING CITY FACILITIES SHALL BE MADE IN THE PRESENCE OF
<br />LINDEN COUNTY WATER DISTRICT, OR THEIR APPOINTED REPRESENTATIVE.
<br />GRADING NOTES:
<br />1. EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH SAN JOAQUIN COUNTY
<br />STANDARDS, F.H.A. STANDARDS, AND THE SOILS REPORT BY KLEINFELDER AND
<br />ASSOCIATES. ALL FILL AREAS SHALL BE TESTED AS REQUIRED BY SAN JOAQUIN
<br />COUNTY AND F.H.A., AND SHALL BE PAID FOR BY THE CONTRACTOR.
<br />2. THE OWNER/DEVELOPER SHALL BE RESPONSIBLE FOR COST OF INITIAL TEST FOR MOISTURE
<br />DENSITY CURVE. IF THE FIRST TEST FAILS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
<br />COST OF ALL SUBSEQUENT CURVES AND TESTS.
<br />J. EXCESS EARTH GENERATED FROM UNDERGROUND INSTALLATION AND
<br />ROADWAY GRADING SHALL BE PLACED AS DIRECTED BY M.C.R. ENGINEERING.
<br />4. THE CONTRACTOR SHALL REVIEW SITE PRIOR TO BIDDING. ALL VEGETATION AND
<br />DELETERIOUS MATERIALS SHALL BE REMOVED FROM THE SITE AT THE EXPENSE OF THE
<br />CONTRACTOR AND SHALL BE INCLUDED IN THE LUMP SUM CLEARING COST.
<br />5. THE CONTRACTOR SHALL PRESERVE ALL STAKES AND POINTS SET FOR LINES, GRADES OR
<br />MEASUREMENT OF THE WORK IN THEIR PROPER PLACES UNTIL AUTHORIZED TO REMOVE
<br />THEM BY THE ENGINEER. ALL EXPENSES INCURRED IN REPLACING STAKES THAT HAVE
<br />BEEN REMOVED WITHOUT PROPER AUTHORITY SHALL BE PAID FOR BY THE GENERAL
<br />CONTRACTOR.
<br />6. ALL EXISTING WELLS AND SEPTIC TANKS SHALL BE REMOVED AND/OR ABANDONED PER
<br />THE REQUIREMENTS OF THE SAN J04OUIN LOCAL HEALTH DISTRICT. THIS WORK
<br />SHALL BE INCLUDED IN THE LUMP SUM CLEARING COST.
<br />REVISIONS
<br />ELECTROLIER NOTES:
<br />1. ALL ELECTRICAL AND CONDUIT INSTALLATION SHALL BE IN ACCORDANCE WITH SAN JOAQUIN
<br />COUNTY IMPROVEMENT STANDARDS AND SPECIFICATIONS AND THE SERVICING UTILITIES' STANDARDS.
<br />2. ALL STREET LIGH77NG SHALL BE CONSTRUCTED BY AND AT A COST TO THE DEVELOPER
<br />SUCH THAT OWNERSHIP OF THE STREET LIGHTS ARE TO BE PROVIDED TO THE LINDEN STREET
<br />LIGHTING DISTRICT (LS -1).
<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 774E STANDARD DRAWINGS ARE MINIMUMS AND SHALL BE
<br />MAINTAINED.
<br />5. POLES SHALL BE GALVANIZED STEEL TAPERED TUBE AND/OR ALUMINUM EQUAL.
<br />6. TOP OF PULL BOXES AND FOUNDATIONS FOR STANDARDS SHALL BE LEVEL WITH THE BACK
<br />OF WALK IN SIDEWALK AREA OR SURROUNDING GRADE IN OTHER 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 DEPTH.
<br />A. WITHIN SIDEWALK OR PARKWAY AREA: 2'-0" MINIMUM
<br />B. WITHIN ROADWAY AREA: 3'-0" MINIMUM
<br />8. THE CONTRACTOR SHALL SIZE CONDUCTOR AND CONDUIT ACCORDING TO THE SERVICE
<br />REQUIREMENTS,• HOWEVER, NO. 8 A.W.G. CONDUCTOR AND 1 1/2" CONDUIT SHALL BE A
<br />MINIMUM.
<br />9. THE UNDERGROUND CONDUIT AND ALL METAL PARTS SHALL BE CON77N000SLY 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 07HERWlSE 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 200 FEET APART ON LONG RUNS. COVERS TO BE INSCRIBED
<br />"STREET LIGHTING".
<br />14. STREET LIGHTS SHALL BE ENERGIZED PRIOR TO COUNTY ACCEPTANCE OF THE IMPROVEMENTS.
<br />ADVANCE ARRANGEMENT SHALL BE MADE WITH PG&E TO EITHER INSTALL THE STREET LIGHTS,
<br />OR AGREE TO ACCEPT THEM FOR OPERATION AND MAINTENANCE UNDER LS -1 CLASS "E"
<br />SCHEDULE AFTER INSTALLATION.
<br />fRlncrq "�YJ'�►7
<br />12-22-Q9
<br />MCR Engineering
<br />PLANNING • ENGINEERING • SURVEYING
<br />322 Sonweat Place . Manteca, Calfomla 95337.5347
<br />12091239.8229 FAX 12091239.8839
<br />JOB NO. 98105
<br />DATE APRIL, 1999
<br />SCALE AS SHOWN
<br />DR. BY PH
<br />CK. BY ✓R
<br />FILE JA96105\FR-SPEC
<br />SHEET
<br />NUMBER
<br />2
<br />OF 21
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