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GENERAL NOTES:
<br />1. ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH THE
<br />FOLLOW/NG: SAN JOAQUIN COUNTY IMPROVEMENT STANDARD AND SPECIFICATIONS
<br />AND ALL AMENDMENTS TO DATE, CALIFORNIA DEPARTMENT OF TRANSPORTATION
<br />STANDARD SPECIFICATIONS (CkIRANS LATEST EDITION) AND LINDEN COUNTY WATER
<br />DISTRICT REQUIREMENTS 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 THEIR TRUE INTENT AND PURPOSE
<br />THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY REGARD/NG ANY
<br />DISCREPANCIES AND AMBIGUITIES WHICH MAY EXIST IN THE PIANS AND SPECIFICATIONS.
<br />IF THE PLANS OR SP£CIR IONS DESCRIBE PORTIONS OF THE WORK /N GENERAL
<br />TERMS BUT NOT IN COMPLETE DETAIL, IT IS UNDERSTOOD THAT ONLY THE BEST
<br />GENERAL PRACTICE IS TO PREVAIL AND THAT ONLY MATERIALS AND WORKMANSHIP OF
<br />THE FIRST QUALITY ARE TO BE USED.
<br />J. CONSTRUCTION STAKING FOR GRADING, CURB, GUTTER, SIDEWALK, SANITARY SEWER,
<br />STORM DRAIN AND WATER SHALL BE DONE UNDER THE DIREC77ON OF M.C.R.
<br />ENGINEERING. THE CONTRACTOR SHALL N077FY THE 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 SUBDIOSION 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 CONSTRUC77ON 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 />THE 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 C OR 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 7R4NSPoRTADON 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 7V UNDERGROUND WORK SHALL BE COMPLETED
<br />PRIOR TO CONSTRUCTION OF THE CURB, GUTTER, SIDEWALK AND PAVING.
<br />11. SAN JOAQUIN COUNTY, LINDEN COUNTY WATER DISTRICT, AND ASSOCIATED UTILITY
<br />COMPANIES AND RESIDENCES TO BE AFFECTED SHALL BE NOTIFIED IMMED147FLY UPON
<br />ANY UTILITY SERVICE DISRUPTION OTHER THAN SPECIFIED ON THESE IMPROVEMENT PLANS
<br />AND A 24 HOUR NOTICE SHALL BE GIVEN FOR ANY PLANNED DISRUPTION.
<br />12. 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, THE MUTCO CALIFORNIA SUPPLEMENT AND TRAFFIC MANUAL (CALTRANS) AS
<br />SHOWN ON THE PLANS.
<br />13. ASPHALT CONCRETE SHALL BE PLACED ONLY WHEN THE ATMOSPHERIC TEMPERATURE
<br />IS ABOVE 50'F.
<br />14. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THE REMOVAL OR RELOCATION
<br />OF ALL EXISTING UTILITIES WITH RESPECTIVE UTILITY COMPANIES.
<br />15. DRIVEWAYS ON STREETS TO BE LOC47ED IN THE FIELD BY THE ENG/NEER AT THE TIME
<br />OF CONSTRUCTION. DRIVEWAYS SHALL NOT COINCIDE WITH HANDICAP RAMPS.
<br />16. DRAW/NG NUMBERS SHOWN ON THE PLANS REFER TO DRAW/NGS CONTAINED /N THE
<br />SAN JOAOUIN COUNTY IMPROVEMENT STANDARDS THUS (LE. DWG S-7).
<br />17 PRIOR TO COMMENCING ANY WORK, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
<br />TO HAVE EACH UTILITY 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 PERFORM/NG 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 SHA
<br />LL BE THE CONTRACTORS SOLE RESPONSIBILITY TO PROTECT ALL
<br />EXISTING UTILITIES SO THAT NO DAMAGE RESULTS TO THEM DURING THE
<br />PERFORMANCE OF THIS CONTRACT ANY REPAIRS NECESSARY TO DAMAGED UTILITIES
<br />SHALL BE PAID FOR BY THE CONTRACTOR. THE CONTRACTOR SHALL BE REQUIRED TO
<br />COOPERATE WITH OTHER CONTRACTORS AND UTILITY COMPANIES INSTALLING NEW
<br />STRUCTURES, UTILITIES AND SERVICE TO THE DEVELOPMENT
<br />18, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING 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 />EXIS77NG IMPROVEMENTS
<br />19. A TRAFFIC CONTROL PLAN (TCP) SHALL BE SUBMITTED TO AND DEEMED ACCEPTABLE
<br />BY COUNTY PRIOR TO START OF WORK THIS SHALL ADDRESS ALL PHASES OF WORK
<br />WHICH IMPACT PUBLIC TRAFFIC CONFORMANCE WITH THE TCP SHALL BE MAINTAINED
<br />AT ALL TIMES.
<br />A MIN/MUM OF ONE 10' TRAFFIC LANE SHALL BE MAINTAINED AT ALL TIMES, WITH
<br />TRAFFIC DELAYS LIMITED TO A MAX/MUM OF 15 MINUTES. A MIN/MUM 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 RESTORATION FOR LONGITUDINAL TRENCHES SHALL NOT RESULT INA COLD JOINT'
<br />WITHIN THREE FEET OF AN EXISTING EDGE OF PAVEMENT (I E. NO RIBBON PATCHES-)
<br />20. WHENEVER PAVEMENT IS BROKEN OR CUT IN THE INSTALLAT70N OF THE WORK
<br />COVERED BY THESE SPECIFICATIONS, THE PAVEMENT SHALL BE REPLACED, AFTER
<br />PROPER BACKFILLING, WITH 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 JOAOUIN PUBLIC WORKS DEPARTMENT,
<br />OR CALJRANS WHERE APPLICABLE.
<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 INSTALIA77ON OF
<br />THE WORK COVERED BY THESE SPECIFICATIONS AND WHICH LIES OUTSIDE OF SAID
<br />AREAS SHALL BE INDICATED IN THE C0NTR4CT0R 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 THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL SAFETY. FOR
<br />TRENCHES 5 FEET OF MORE IN DEPTH, THE CONTRAC70R SHALL COMPLY WITH
<br />SECTION 5-1.02,4 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 />APPROVED BY:
<br />LINDEN COUNTY WATER DISTRICT
<br />5-24-a
<br />GEN£ AL MANAGER DATE:
<br />LINDEN COUNTY WATER DISTRICT
<br />23 WE CALL YOUR ATTENTION TO TIRE 8 CALIFORNIA ADM/NISTP477ON CODE SEC77ON
<br />1540 (A) (1) OF THE CONSTRUCTION SAFETY ORDERS ISSUED BY THE OCCUPATIONAL
<br />SAFETY AND HEALTH STANDARDS BOARD PURSUANT TO THE 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 DETERM/NE
<br />WHETHER UNDERGROUND INSTALLATIONS LE SEWER, WATER, FUEL, ELECTRICAL LINES,
<br />ETC., WILL BE ENCOUNTERED AND IF SO, WHERE SUCH UNDERGROUND INSTALLADONS
<br />ARE LOCATED. WHEN THE EXCAVATION APPROACHES THE APPROXIMATE LOCAAON 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 INSTALLA77ON ALL KNOWN OWNERS OF
<br />UNDERGROUND FACILITIES /N THE AREA CONCERNED SHALL BE ADV/SED 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 CONTRACTORS EXPENSE
<br />TO MIN/MIZE 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 DRAW/NGS 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 DRAW/NGS 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 VERIFIC477ON TOLERANCE SHALL BE IN ACCORDANCE WITH SAN JOAQUIN
<br />COUNTY IMPROVEMENT STANDARDS AND SPECIFICADONS.
<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-
<br />BOARD ORDER N0. 92 O6 -DW
<br />Q NPDfS 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
<br />SW/MM/NG POOL DECK AT LINDEN HIGH SCHOOL.
<br />ELEVATION: 32088
<br />32. 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 70 SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS FOR
<br />APPROVAL PRIOR TO IMPLEMENTATION.
<br />33 CONTRACTOR SHALL VERIFY ALL STREET NAMES WITH S.J. COUNTY COMMUNITY DEVELOPMENT
<br />DEPARTMENT BEFORE ORDERING STREET SIGNS.
<br />34. ANY WATER WELLS AND SEPTIC TANKS SHALL BE ABANDONED PER S.J. COUNTY STANDARDS.
<br />STORM DRAIN NOTES:
<br />1. ALL STORM DRAIN CONSTRUCTION AND MATERIALS, SHALL BE IN ACCORDANCE WITH THE
<br />RE UIREMENTS OF
<br />0 SIN JQ4 UlN COUNTY PUBLIC WORKS RKS DEPARTMENTT
<br />S ANDARD PLANS
<br />AND SPECIFICATIONS.
<br />2. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGMEN OR OTHER
<br />DEVICES NECESSARY FOR PUBLIC SAFETY.
<br />3. THE CONTRACTOR SHALL PROVIDE ALL SHORING, BRACING, SLOP/NG OR OTHER
<br />PROVISIONS NECESS4RY TO PROTECT WORKMAN FOR ALL AREAS TO BE EXCAVATED TO A
<br />DEPTH OF 5 FEET OR MORE S4/D PROTECTION TO BE DONE IN ACCORDANCE WITH THE
<br />REQUIREMENTS OF SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS, AND STATE
<br />REGULATIONS.
<br />4. ALL MAINTENANCE HOLE RIMS TO BE ADJUSTED TO FINISH GRADE AFTER STREET PAVING, UNLESS
<br />OTHERWISE NOTE .
<br />D COST FOR RAISING FACILITIES TO BE INCLUDED IN UNIT PRICES FOR
<br />MAINTENANCE HOLES.
<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 /S A DISCREPANCY
<br />BETWEEN THE SIGNED PLANS AND THE EXISTING 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 WITH SAN JOAQUIN COUNTYS 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. DRAINAGE FACILITIES SHALL BE MAINTAINED DURING PERIODS OF INCLEMENT
<br />WEATHER, AND RESTORED TO THEIR ORIGINAL CONDITION UPON COMPLETION OF
<br />THE WORK
<br />9. ALL TRAFFIC DELINEATIONS (SIGNS, STRIPING, AND RAISED PAVEMENT MARKERS)
<br />SHALL BE RESTORED TO THEIR ORIGINAL CONDITION UPON COMPLETION OF THE WORK
<br />SANITARY SEWER NOTES:
<br />1. ALL SANITARY SEWER CONSTRUCTION, MATERIALS, AND WORKMANSHIP SHALL BE IN
<br />ACCORDANCE WITH THE REQUIREMENTS OF LINDEN COUNTY WATER DISTRICT
<br />2. THE CONTRACTOR SHALL PROVIDE ALL SHORING, BRACING, SLOP/NG OR OTHER
<br />PROVISIONS NECESSARY TO PROTECT WORKMEN FOR ALL AREAS TO BE EXCAVATED TO
<br />A DEPTH OF 5' OR MORE SAID PROIEC77ON 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 EXIS77NG SANITARY SEWER PIPES WHERE
<br />CONNECTION IS TO BE MADE, SO THAT THE ENG/NEER 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 5' PAST THE PROPERTY LINE
<br />(AS DIMENSIONED ON 'LOT U77LITY LAYOUT" DETAIL) AND PLUGGED (SEE SID. DWG. S -7A).
<br />SPECIFICATIONS &
<br />STANDARD DETAILS
<br />FLOR RANCH
<br />UNIT N0.3
<br />LINDEN, CALIFORNIA
<br />Z ALL TESTING REQUIRED BY LINDEN COUNTY WATER DISTRICT SHALL BE THE RESPONSIBILITY
<br />OF THE CONTRACTOR, INCLUDING THE TELEVISING OF ALL SEWER LINES.
<br />8. MAINTENANCE HOLE CASTINGS AND COVERS SHALL BE ADJUSTED TO FINISH GRADES BY THE PAVING
<br />CONTRACTOR AFTER STREET IMPROVEMENTS ARE COMPLETED COST FOR ADJUS77NG
<br />FACILITIES TO BE INCLUDED IN THE UNIT PRICE FOR MAINTENANCE HOLES AND CLEANOUTS.
<br />9. SEWER SERVICE SHALL BE INSTALLED PER SAN JOAQUIN COUNTY STANDARD DRAWING S -7A.
<br />10. SEWER CLEANOUT SHALL BE INSTALLED BY HOME BUILDER AT 77ME OF HOME CONSTRUCTION.
<br />11. SEWER CLEANOWS SHALL NOT BE INSTALLED IN DRIVEWAYS.
<br />WATER NOTES:
<br />1. ALL WATER CONSTRUCTION, MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE
<br />WITH THE REQUIREMENTS OF LINDEN COUNTY WATER DISTRICT.
<br />2. ALL HOUSE SERVICES SHALL BE 1" DIAMETER, UNLESS OTHERWISE NOTED. ALL SERVICE
<br />LATERALS SHALL BE INSTALLED PER SAN JOAQUIN COUNTY STANDARD DRAW/NG CW -W8.
<br />3. CONTRACTOR SHALL EXPOSE EXIS77NG WATER LINES TO VERIFY EXISTING ELEVA77ON 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 "We AT THE
<br />BACK OF SIDEWALK DIRECTLY OVER THE SERVICE
<br />7. WATER LINES SHALL BE 10' MIN/MUM OUTSIDE OF PIPE TO OUTSIDE OF PIPE FROM SEWER
<br />AND STORM DRAIN MAINS. CROSSINGS SHALL MEET STATE HEALTH STANDARDS.
<br />& ALL VALVE BOXES TO BE ADJUSTED TO flNISH GRADE AFTER STREET PAVING. COST
<br />FOR RA/SING FACILITIES TO BE INCLUDED IN UNIT PRICES FOR VALVES.
<br />9. THE CONTRACTOR SHALL PROVIDE ALL SHORING, BRACING, SLOPING OR OTHER
<br />PROVISIONS NECESSARY TO PROTECT WORKMAN FOR ALL AREAS TO BE EXCAVATED TO A
<br />DEPTH OF 5 FEET OR MORE SAID PROTECT70N TO BE DONE IN ACCORDANCE WITH THE
<br />REQUIREMENTS OF SAN JOA UIN
<br />0 COUNTY DEPARTMENT OF PUBLIC WORKS, AND STATE
<br />R£GULA770N5.
<br />10. ALL CONNEC77ONS TO EXISTING CITY FACILITIES SHALL BE MADE IN THE PRESENCE OF
<br />LINDEN COUNTY WATER DISTRICT OR THEIR APPOINTED REPRESENTATIVE
<br />11. ALL WATER USED FOR CONSTRUC77ON SHALL BE METERED.
<br />12. SERVICE METERS AND SERVICE BOXES SHALL BE INSTALLED BY HOME BUILDER AT TIME OF
<br />HOME CONSTRUCTION.
<br />13 WATER METERS SHALL NOT BE INSTALLED IN DRIVEWAYS.
<br />GRADING NOTES:
<br />7. 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. SITE IS INTENDED TO BALANCE. MINOR GRADE CHANGES CAN BE MADE ONLY AFTER
<br />APPROVAL OF THE ENGINEER.
<br />4. THE CONTRACTOR SHALL REVIEW SITE PRIOR TO BIDDING. ALL VEGETATION AND
<br />DELETERIOUS MATERIALS SHALL HE REMOVED FROM THE S17E 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 /N 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 GRADING SHALL BE DONE IN ACCORDANCE W/ SOILS REPORT PREPARED BY
<br />KLEINFELDER, INC. DATED 10/30/02.
<br />7. ALL GRADING SHALL COMPLY WITH 1997 U.B.C. CHAPTER 18 AND APPENDIX CHAPTER 33.
<br />8. NO SLOPE SHALL BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL.
<br />9. CONTRACTOR SHALL OBTAIN A SIGNED/APPROVED PLAN FOR THIS PROJECT PRIOR TO ANY
<br />GRADING ON-SITE OR OFF-SITE
<br />10. GRADINGICONSTRUC77ON THAT DISTRUBS MORE THAN ONE ACRE WILL REQUIRE THE FILING
<br />OF A N077CE OF INTENT (NOT) TO COMPLY WITH THE STATE'S NATIONAL POLLUTANT DISCHARGE
<br />ELIM/NATION SYSTEM (NPDES) GENERAL CONSTRUCTION PERMIT. A COPY OF THE NOL SHALL
<br />BE PLACED IN THE PROJECTS STORM WATER POLLUT70N PREVENTION PLAN (SWPPP), WHICH
<br />IS TO BE KEPT ON-SITE
<br />ELECTROLIER NOTES:
<br />1. ALL ELECTRICAL AND CONDUIT INSTALLATION SHALL BE IN ACCORDANCE WITH 54N JOAQUIN
<br />COUNTY IMPROVEMENT STANDARDS AND 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 ARE TO BE PROVIDED TO THE LINDEN STREET
<br />LIGHTING DISTRICT (LS -2).
<br />J. ALL POLES AND ARMS SHALL BE CONTINUOUSLY TAPERED, ROUND IN CROSS SECTION
<br />HAVING DIAMETERS AS SHOWN ON THE STANDARD DRAW/NGS.
<br />4. ALL DIMENSIONS SHOWN ON THE STANDARD DRAW/NGS 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 />REVISIONS
<br />7. ALL CONDUIT TO BE USED SHALL BE RIGID METAL OR SCHEDULE 40 P.V.C. AND SHALL BE
<br />BURIED TO THE FOLLOW/NG DEPTH:
<br />A. WITHIN SIDEWALK OR PARKWAY AREA- 2'-0' MIN/MUM
<br />B. WITHIN ROADWAY AREA: 3'-0' MIN/MUM
<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 />MIN/MUM.
<br />9. THE UNDERGROUND CONDUIT AND ALL METAL PARTS SHALL BE CONTINUOUSLY BONDED
<br />AND GROUNDED.
<br />10. MINIMUM RADIUS OF BENDS TO BE 187. 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 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 INSTALL THE STREET LIGHTS, LS -2
<br />CLASS 'C' SCHEDULE AFTER INSTALLATION.
<br />-"_--- -
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<br />COPYRIGHTC 2005 NCR ENGINEERING
<br />No. C54088
<br />OF. 11-31-05
<br />s/1-7/as
<br />SHEET
<br />NUMBER
<br />2
<br />X17
<br />
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