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ROADWAY IMPROVEMENTS
<br />NOTES: STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS:
<br />1. ALL NEW IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 3-4 GUARANTEE F O R
<br />THESE PLANS AND SPECIFICATIONS, AND THE LATEST EDITION OF THE COUNTY OF THE COMPLETED PROJECT, INCLUDING ALL WORK, MATERIAL, DEVICES AND
<br />SAN JOAQUIN STANDARD PLANS AND SPECIFICATIONS AND THE STATE OF EQUIPMENT, SHALL BE GUARANTEED BY HE DEVELOPER AGAINST FAULTY
<br />CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS (WITH WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER FINAL
<br />EXCEPTION THAT ENGLISH UNITS ARE TO BE USED IN PLACE OF METRIC). ACCEPTANCE BY THE BOARD OF SUPERVISORS. THE DEVELOPER SHALL BE
<br />2. THE INTENT IS THAT THESE PLANS REQUIRE ALL LABOR AND RESPONSIBLE FOR ALL REPAIR AND/OR REPLACEMENTS INCLUDING ALL LABOR,
<br />MATERIALS (EXCEPT AS SPECIFIED IN THE SPECIAL PROVISIONS) MATERIALS, EQUIPMENT, DEVICES, PLANT AND OTHER ITEMS OF WORK NECESSARY. SIMI ESTATES
<br />NECESSARY AND PROPER FOR THE WORK CONTEMPLATED AND THAT THE WORK TO SECURE THIS GUARANTEE, A BOND OR OTHER SECURITY SHALL BE PROVIDED IN
<br />BE COMPLETED IN ACCORDANCE WITH HEIR TRUE INTENT AND PURPOSE. THE AMOUNT OF 20% OF THE VALUE OF WORK ESTIMATED BY THE ENGINEER. SAID
<br />THE CONTRACTOR ANY DISCREPANCIES HAND AMBALL IGUITIES UIT ES WHICH FY THE EMAYJEX SIT INYTHE GPLANS GOR FROM THE DATED OF THE F RMALBOND SHALL CNTINUE IN FULLFACCEP ACCEPTANCE OFC
<br />CTHE WORKP
<br />PBYO HEERID0 BOARD OEF ONE FR SAN JOAQUIN C0UNTY, CALIFORNIA
<br />SPECIFICATIONS IF THE PLANS DESCRIBE PORTIONS OF THE WORK IN SUPERVISORS.
<br />GENERAL TERMS BUT NOT IN COMPLETE DETAIL, IT IS UNDERSTOOD THAT REFER TO MAJOR SUBDIVISION APPLICATION NO. PA -04-392
<br />ONLY THE BEST GENERAL PRACTICE IS TO PREVAIL AND THAT ONLY SECTION 3-5 INSPECTION DURING CONSTRUCTION.-- ANY IMPROVEMENTS CONSTRUCTED TO THESE
<br />MATERIALS AND WORKMANSHIP OF THE FIRST QUALITY ARE TO BE USED. SPECIFICATIONS AND WHICH IT IS INTENDED THAT THE COUNTY WILL ASSUME MAINTENANCE STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS:
<br />3. THE TYPES, LOCATION, SIZES AND/OR DEPTHS OF EXISTING RESPONSIBILITY, MUST BE INSPECTED DURING CONSTRUCTION BY AN AUTHORIZED AGENT
<br />UNDERGROUND UTILITIES AS SHOWN ON THESE PLANS WERE OBTAINED FROM OF THE DEVELOPER AND DIRECTOR. EACH PHASE OF CONSTRUCTION MUST BE INSPECTED OUTSIDE SOURCES". THE CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL AND APPROVED PRIOR TO PROCEEDING TO THE SUBSEQUENT PHASES. SECTION 22 FINISHING ROADWAY. --FINISHING ROADWAY SHALL CONFORM TO THE REQUIREMENTS IN SECTION 22, "FINISHING ROADWAY," OF THE STANDARD
<br />EXCAVATION WILL REVEAL THE TYPES, EXTENT, SIZES, LOCATION, AND ANY IMPROVEMENTS CONSTRUCTED WITHOUT INSPECTION AS PROVIDED ABOVE OR CONSTRUCTED SPECIFICATIONS.
<br />DEPTHS OF SUCH UNDERGROUND UTILITIES, STACEY GRIFFITH AND ANTONIO M. CONTI CONTRARY TO THE ORDERS OR INSTRUCTIONS OF THE AUTHORIZED AGENT OF THE DEVELOPER SECTION 23 DRIVEWAYS. --ATTENTION IS DIRECTED TO THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS.
<br />CAN ASSUME NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF AND DIRECTOR WILL BE DEEMED AS NOT COMPLYING WITH SAN JOAQUIN COUNTY STANDARDS AND PAVED DRIVEWAYS AND FRONTAGES SHALL BE SLOPED TO DRAIN.
<br />ITS DELINEATION OF SUCH UNDERGROUND UTILITIES WHICH MAY BE ENCOUNTERED SPECIFICATIONS, AND WILL NOT BE ACCEPTED BY SAN JOAQUIN COUNTY FOR MAINTENANCE SECTION 26 ALTERNATE A
<br />ut "HICH ARL uHALLOBE
<br />BHE
<br />PURPOSES.
<br />AGGREGATE BASE. --AGGREGATE BASE SHALL CONFORM TO THE REQUIREMENTS IN SECTION 26, 'AGGREGATE BASES," OF THE STANDARD
<br />LEGEND:
<br />4. CONTRACTOR RESPONSIBLUERFOR VERIFYING THE
<br />THE DEVELOPER WILL HAVE COMPACTION TESTS TAKEN ON ALL LOTS WHERE THE DEPTH OF FILL
<br />SPECIFICATIONS AND THESE SPECIAL PROVISIONS.
<br />SIGNS FOR ALL REGULATORY TRAFFIC SIGNS REMOVED DURING THE COURSE
<br />BE LEFT IN A NEAT AND ORDERLY CONDITION, SATISFACTORY TO THE DIRECTOR AND THE DEVELOPER.
<br />UTILITIES
<br />LOCATION OF ALL EXISTING UNDERGROUND UTILITIES AND SHALL CONTACT
<br />SHALL
<br />IS GREATER THAN SEVEN (7") INCHES AND WITHIN THE STREETS. THE COST OF RE -TESTS THAT ARE THE
<br />AGGREGATE BASE SHALL BE CLASS 2.
<br />Ci
<br />WITHIN TEN (10) DAYS AFTER RECEIVING THE REQUEST FOR FINAL INSPECTION, THE DIRECTOR SHALL INSPECT THE WORK.
<br />THE RESPECTIVE UTILITY COMPANIES PRIOR TO COMMENCMENT OF WORK,
<br />RESULT OF THE CONTRACTOR'S FAILURE TO COMPACT THESE AREAS AS REQUIRED WILL BE BORNE BY THE
<br />THE COMBINED AGGREGATE SHALL CONFORM TO THE GRADING SPECIFIED FOR THE 3/4 -INCH MAXIMUM AGGREGATE.
<br />P.U.E.
<br />PUBLIC UTILITY EASEMENT
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PRESERVATION
<br />CONTRACTOR.
<br />THE R -VALUE REQUIREMENT MAY BE WAIVED, PROVIDING THE AGGREGATE BASE COMFORMS TO THE SPECIFIED GRADING AND
<br />M. & P.
<br />MAPS AND PLATS
<br />OF ALL SUCH FACILITIES IN THE AREA OF CONSTRUCTION, AND SHALL NOTIFY
<br />CONSTRUCTION (UNDERGROUND SERVICE ALERT 1-800-642-2444).
<br />THE COUNTY DEPARTMENT OF PUBLIC WORKS WILL PERFORM FIELD INSPECTION FOR THIS PROJECT.
<br />DURABILITY AND HAS A SAND EQUIVALENT VALUE OF 33 OR MORE.
<br />S.J.C.R.
<br />SAN JOAQUIN COUNTY RECORDS
<br />5. THE CONTRACTOR'S ATTENTION IS DIRECTED TO SECTION 1540
<br />THE CIVIL ENGINEER, DIRECTOR AND DEVELOPER, OR THEIR AGENTS, SHALL AT ALL TIMES, HAVE
<br />SECTION 39 ALTERNATE A
<br />O
<br />UTILITY POLE
<br />(A)(1) OF THE CONSTRUCTION SAFETY ORDERS (TITLE 8 CALIFORNIA
<br />ACCESS TO THE WORK DURING ITS CONSTRUCTION, AND SHALL BE FURNISHED WITH EVERY REASONABLE
<br />ASPHALT CONCRETE --ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS IN SECTION 39, "ASPHALT CONCRETE," OF THE
<br />GUY WIRE
<br />ADMINISTRATION CODE SECTION 1540), ISSUED BY THE OCCUPATIONAL
<br />FACILITY FOR ASCERTAINING THAT THE MATERIALS AND THE WORKMANSHIP ARE IN ACCORDANCE WITH
<br />STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS.
<br />S.J.C. STD. DWG.
<br />SAN JOAQUIN COUNTY STANDARD
<br />SAFETY AND HEALTH STANDARDS BOARD PURSUANT TO THE CALIFORNIA
<br />THE REQUIREMENTS AND INTENTIONS OF THESE SPECIFICATIONS, SPECIAL PROVISIONS, AND PLANS. ALL
<br />ASPHALT CONCRETE SHALL BE TYPE "B". AGGREGATE SHALL CONFORM TO THE 1/2 -INCH MAXIMUM, COARSE OR MEDIUM GRADING AS DETERMINED
<br />DRAWING NUMBER
<br />OCCUPATIONAL SAFETY AND HEALTH ACT OF 1973, AS AMENDED, WHICH
<br />WORK DONE AND ALL MATERIALS FURNISHED SHALL BE SUBJECT TO REVIEW. THE REVIEW OF THE WORK
<br />BY THE ENGINEER AND DIRECTOR. AT THE CONTRACTOR'S OPTION, AND WITH APPROVAL OF THE ENGINEER AND DIRECTOR, AGGREGATE MAY BE
<br />OF THE WORK. THESE ARE TO BE UTILIZED WITH THE INSPECTOR'S PLANS FOR PREPARING A COMPLETE AND
<br />STATE:
<br />OR MATERIALS SHALL NOT RELIEVE THE CONTRACTOR AND DEVELOPER OF ANY OF THEIR OBLIGATIONS TO
<br />3/4 -INCH MAXIMUM, MEDIUM GRADING WITH THE EXCEPTION OF THE FINAL FINISH COURSE.
<br />O
<br />MONUMENT FRAME & COVER TO BE
<br />E
<br />PRIOR TO OPENING AN EXCAVATION, EFFORTS SHALL BE MADE TO
<br />FULFILL THEIR CONTRACT AS PRESCRIBED.
<br />AGGREGATE CONFORMING TO THE 3/8 -INCH MAXIMUM GRADING WILL BE PERMITTED FOR USE IN DRIVEWAYS, DIKES AND OTHER AREAS WITH
<br />INSTALLED (SEE DETAIL 8 SHEET
<br />DETERMINE WHETHER UNDERGROUND INSTALLATIONS: I.E., SEWER,
<br />SECTION 3-6 FINAL REVIEW-- UPON COMPLETION OF ANY IMPROVEMENTS WHICH ARE CONSTRUCTED UNDER AND IN CONFORMANCE
<br />APPROVAL OF THE ENGINEER AND DIRECTOR.
<br />3
<br />DETAIL/SHEET N0.
<br />WATER FUEL ELECTRIC LINES ETC WILL BE ENCOUNTERED AND IF
<br />8.
<br />THE AMOUNT OF ASPHALT BINDER OT BE MIXED WITH THE AGGREGATE SHALL BE BETWEEN 5-1 AND W BY WEIGHT OF THE DRY AGGREGATE THE
<br />R E V I S 1 0 N S
<br />k
<br />COUNTY
<br />MORADA a
<br />1
<br />SO, WHERE SUCH UNDERGROUND INSTALLATIONS ARE LOCATED. WHEN THE
<br />SECTION 19 ALTERNATE C
<br />WITH THESE STANDARDS AND SPECIFICATIONS, AND PRIOR TO REQUESTING FINAL INSPECTION, THE AREA SHALL BE
<br />THOROUGHLY CLEANED OF ALL RUBBISH, EXCESS MATERIAL AND EQUIPMENT; AND ALL PORTIONS OF THE WORK SHALL
<br />3
<br />EXACT AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE AGGREGATE WILL BE DETERMINED BY THE ENGINEER. THE AR VISCOSITY GRADE OF THE
<br />EARTHWORK (STRUCTURE EXCAVATION & BACKFILL). —STRUCTURE EXCAVATION AND BACKFILL SHALL CONFORM TO THE REQUIREMENTS IN
<br />EXCAVATION APPROACHES THE APPROXIMATE LOCATION OF SUCH AN
<br />SIGNS FOR ALL REGULATORY TRAFFIC SIGNS REMOVED DURING THE COURSE
<br />BE LEFT IN A NEAT AND ORDERLY CONDITION, SATISFACTORY TO THE DIRECTOR AND THE DEVELOPER.
<br />ASPHALT BINDER SHALL BE 4,000 UNLESS OTHERWISE SHOWN ON THE PLANS. THE PROVISIONS OF PARAGRAPHS 5 THROUGH 8 OF SECTION 39-3.03, (E)
<br />OF CONSTRUCTION.
<br />INSTALLATION, THE EXACT LOCATION SHALL BE DETERMINED BY
<br />Ci
<br />WITHIN TEN (10) DAYS AFTER RECEIVING THE REQUEST FOR FINAL INSPECTION, THE DIRECTOR SHALL INSPECT THE WORK.
<br />"PROPORTIONING," OF THE STANDARD SPECIFICATIONS, SHALL NOT APPLY TO THIS PROJECT.
<br />CAREFUL PROBING AND/OR DIGGING; AND WHEN IT IS UNCOVERED,
<br />STRUCTURE BACKFILL, RESPECTIVELY, IN THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS.
<br />THE DEVELOPER, OR HIS AUTHORIZED REPRESENTATIVE, WILL BE NOTIFIED IN WRITING AS TO ANY PARTICULAR DEFECTS OR
<br />WHEN THE ASPHALT CONCRETE IS TO BE PRODUCED IN A BATCH PLANT, THE ASPHALT CONCRETE SHALL BE PROPORTIONED AND MIXED BY THE
<br />STRUCTURE BACKFILL WHICH IS OUTSIDE OF THE PAVED PORTIONS OF THE ROADWAY, UNLESS OTHERWISE SPECIFIED ON THE PLANS, SHALL BE
<br />ADEQUATE PROTECTION SHALL BE PROVIDED FROM THE EXISTING
<br />6. CONTRACTOR SHALL PROVIDE DUST CONTROL MEASURES AT ALL TIMES
<br />DEFICIENCIES TO BE REMEDIED. THE CONTRACTOR SHALL PROCEED TO CORRECT ANY SUCH DEFECTS OR DEFICIENCIES AT THE
<br />AUTOMATIC METHOD.
<br />DURING CONSTRUCTION AS PER SECTION 10 OF THE STANDARD SPECIFICATIONS
<br />INSTALLATION. ALL KNOWN OWNERS OF UNDERGROUND FACILITIES IN
<br />W
<br />EARLIEST POSSIBLE DATE. AT SUCH TIME, AS THE WORK HAS BEEN COMPLETED, A SECOND INSPECTION SHALL BE MADE BY THE
<br />WHEN SHOWN IN THE ENGINEER'S ESTIMATE PRIME COAT, LIQUID ASPHALT PENETRATION GRADE SHALL BE SC -70 OR SC -250 AS DIRECTED BY THE
<br />THE AREA CONCERNED SHALL BE ADVISED OF PROPOSED WORK AT LEAST
<br />PONDING AND JETTING WILL BE PERMITTED ONLY IF A MAINTENANCE BOND IN THE AMOUNT OF TWENTY PERCENT (20%) OF THE ENGINEER'S
<br />DIRECTOR TO DETERMINE IF THE PREVIOUSLY MENTIONED DEFECTS HAVE BEEN REPAIRED, ALTERED AND COMPLETED IN ACCORDANCE
<br />ENGINEER AND DIRECTOR. THE PLACEMENT OF ASPHALT CONCRETE SHALL NOT BEGIN UNTIL 24 HOURS AFTER THE PRIME COAT IS APPLIED.
<br />ESTIMATE WITH A CORPORATE SURETY APPROVED BY THE COUNTY IS PROVIDED. SUCH A BOND SHALL BE PROVIDED BEFORE FINAL ACCEPTANCE
<br />48 HOURS PRIOR TO THE START OF ACTUAL EXCAVATION.
<br />WITH THESE STANDARDS AND SPECIFICATIONS.
<br />PAINT BINDER (TACK COAT) SHALL BE APPLIED AT A RATE OF APPROXIMATELY 0.05 GALLON PER SQUARE YARD, UNLESS OTHERWISE SHOWN ON THE PLANS
<br />6.
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF THE
<br />SECTION
<br />3-7 RECORD DRAWINGS. --THE CIVIL ENGINEER SHALL KEEP AN ACCURATE RECORD OF ALL APPROVED DEVIATIONS
<br />ALL STEEL -TIRED ROLLERS SHALL BE OF THE TANDEM TYPE. THE THIRD PARAGRAPH OF SECTION 39-5.02, "COMPACTING EQUIPMENT," OF THE STANDARD
<br />g
<br />REMOVAL AND/OR RELOCATION OF ALL EXISTING UTILITIES WITH
<br />FROM THE PLANS AND SHALL PROVIDE A COPY OF THESE RECORDS TO THE DIRECTOR UPON COMPLETION OF
<br />SPECIFICATIONS SHALL DELETED.
<br />"GENERAL
<br />OF SAN JOAQUIN DEPARTMENT OF PUBLIC WORKS SEAL
<br />RESPECTIVE UTILITY COMPANIES.
<br />OF THE WORK. THESE ARE TO BE UTILIZED WITH THE INSPECTOR'S PLANS FOR PREPARING A COMPLETE AND
<br />THE DUMPING OF MATERIAL IN A WINDROW, IN ACCORDANCE WITH SECTION 39-6.01, REQUIREMENTS," OF THE STANDARD SPECIFICATIONS, SHALL
<br />7.
<br />FINAL PAVEMENT WORK SHALL NOT OCCUR WITHIN THE ROAD RIGHT-OF-WAY
<br />ACCURATE SET OF "RECORD DRAWINGS" FOR THE PERMANENT RECORDS OF THE COUNTY. PREPARATION OF THE
<br />BE LIMITED TO 750 FEET IN ADVANCE OF THE PAVING MACHINE.
<br />"GENERAL
<br />/ /
<br />PRIOR TO COMPLETION OF UTILITY RELOCATION WITHOUT SPECIFIC
<br />"RECORD DRAWINGS" IS THE RESPONSIBILITY OF THE DEVELOPER AND HIS CIVIL ENGINEER. "RECORD DRAWINGS"
<br />THE SIXTH PARAGRAPH IN SECTION , REQUIREMENTS," OF THE STANDARD SPECIFICATIONS, SHALL AMEND BY DELETING THE SECOND
<br />"AT
<br />510PAGE❑
<br />APPROVAL OF THE COUNTY OF SAN JOAQUIN.
<br />SHALL BE SUBMITTED TO THE DIRECTOR PRIOR TO ACCEPTANCE OF WORK AS COMPLETE.
<br />FOOTNOTE, WHICH READS, HE OPPTIONTION OF THE CONTRACTOR, [0.25' OVERLAY] MAY BE PLACED IN ONE LAYER 0.225' THICK."
<br />.
<br />8.
<br />THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD
<br />THE TENTH PARAGRAPH OF SECTION 39-6.03, "COMPACTING," OF THE STANDARD SPECIFICATIONS, ALLOWING THE USE OF "ALTERNATIVE COMPACTING EQUIPMENT"
<br />fOPPIWNO 'RARE FIELD'
<br />Q,ShEpmw
<br />®°Lr5A#
<br />I
<br />'.
<br />APPROVED DEVIATIONS SHALL BE RECORDED IN RED INK ON THE ORIGINAL APPROVED PLANS, NOT REPRODUCIBLE
<br />SHALL BE DELETED.
<br />h
<br />CHANGES MADE WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER'S
<br />` g
<br />COPIES. THE ORIGINAL PLANS SHALL NOT BE REMOVED FROM THE DEPARTMENT OF PUBLIC WORKS FOR
<br />UNLESS OTHERWISE SHOWN ON THE PIANS, ASPHALT PAVER EQUIPMENT USED TO PLACE ASPHALT CONCRETE SHALL BE EQUIPPED WITH FULL AUTOMATIC SCREED
<br />9.
<br />REPRESENTATIVE.
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE SITE AND
<br />PREPARATION OF "RECORD DRAWINGS". A WORK AREA WILL BE AVAILABLE FOR MAKING ADDITIONS OR CORRECTIONS,
<br />AS WILL THE "RECORD
<br />AND GRADE SENSING CONTROLS WHICH SHALL CONTROL THE LONGITUDINAL GRADE AND TRANSVERSE SLOPE OF THE SCREED. THE CONTROLS SHALL BE ACTUATED BY
<br />\
<br />SAGE
<br />DRAWING" STAMP AND PEN WITH RED INK, IF REQUESTED.
<br />GRADE AND SLOPE REFERENCES. CORRECTIONS ON ACCOUNT OF DEVIATIONS FROM THE REFERENCES SHALL BE AUTOMATIC. GUIDES AND REFERENCES REQUIRED TO
<br />SURROUNDING AREAS RESULTING FROM OPERATIONS PRIOR TO ACCEPTANCE OF HIS WORK.
<br />SECTION
<br />7 ALTERNATE A.
<br />CONTROL THE LONGITUDINAL GRADE AND TRANSVERSE SLOPES SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR,
<br />10.
<br />DURING CONSTRUCTION THE CONTRACTOR SHALL MAINTAIN THE
<br />MAINTAINING TRAFFIC. --ATTENTION IS DIRECTED TO SECTIONS 7-1.08, "PUBLIC CONVENIENCE, "7-1.09, "PUBUC SAFETY,"
<br />SHOULD THE CONTRACTOR ELECT TO USE A SKI DEVICE FOR LONGITUDINAL CONTROL, THE MINIMUM LENGTH OF THE DEVICE SHALL BE 30 FEET. THE DEVICE SHALL
<br />INTEGRITY OF EXISTING FACILITIES. THE CONTRACTOR IS RESPONSIBLE
<br />AND 12, "CONSTRUCTION AREA TRAFFIC CONTROL DEVICES," OF HE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS.
<br />ACT INDEPENDENTLY OF OTHERS AND THE FINISHED GRADE SHALL NOT BE AFFECTED BY THE ACTION OF A SINGLE SUPPORT.
<br />TO REPAIR, TO THE SATISFACTION OF THE COUNT( OF SAN JOAQUIN, ANY
<br />FACILITIES DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.
<br />CONSTRUCTION AREA TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH HE CURRENT MANUAL OF TRAFFIC CONTROLS
<br />WHEN ASPHALT CONCRETE GUTTERS ARE DESIGNATED ON THE PLANS, A STRINGLINE OR WIRE GRADE REFERENCE SHALL BE REQUIRED TO CONTROL LONGITUDINAL
<br />"RECORDED"
<br />I
<br />(CALTRANS) AND SUPPLEMENTED BY THE CURRENT WORK AREA TRAFFIC CONTROL HANDBOOK. (BUILDING NEWS).
<br />GRADE OF THE GUTTER. THE GUTTER SHALL BE WATER TESTED BEFORE ACCEPTANCE. THE MAXIMUM DEVIATION FROM A TRUE GRADE SHALL NOT RESULT IN PONDING
<br />11.
<br />CONTRACTOR TO REFERENCE AND RESTORE ALL EXISTING
<br />WATER FOR DEPTH EXCEEDING 0.04 FOOT.
<br />MONUMENTS AND/OR PROPERTY CORNER REFERENCES DESTROYED, REMOVED OR
<br />2.75 5775'
<br />THROUGH PUBLIC TRAFFIC SHALL BE PERMITTED TO PASS THROUGH CONSTRUCTION OPERATIONS AT ALL TIMES WITH AS LITTLE
<br />SURFACING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH DAY'S WORK, THE DISTANCE BETWEEN THE ENDS OF ADJACENT
<br />DISTURBED DURING THE COURSE OF CONSTRUCTION
<br />INCONVENIENCE AND DELAY AS POSSIBLE.
<br />SURFACED LANES SHALL NOT BE GREATER THAN CAN BE COMPLETED IN THE FOLLOWING DAY OF NORMAL SURFACING OPERATIONS.
<br />12.
<br />CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB
<br />THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN ALL CONSTRUCTION AREA TRAFFIC CONTROL DEVICES WITHIN THE PROJECT
<br />PORTABLE DELINEATORS IN CONFORMANCE WITH SECTION 12-3.04, "PORTABLE DELINEATORS," OF THE STANDARD SPECIFICATIONS SHALL BE FURNISHED AND PLACED
<br />SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,
<br />AND AT ALL PUBLIC ROAD ENTRANCES TO THE PROJECT.
<br />AT A MAXIMUM SPACING OF 300 FEET ON TANGENTS AND 100 FEET ON CURVES ALONG ANY EDGE OF NEW SURFACING WHICH HAS A DROP OFF OF MORE THAN
<br />INCLUDING SAFETY FOR ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT
<br />SECTION
<br />10 DUST CONTROL --DUST CONTROL SHALL CONFORM TO THE REQUIREMENTS IN SECTION 10, "DUST CONTROL," OF THE
<br />0.10 FOOT. DELINEATORS SHALL BE STAGGERED WHEN REQUIRED ON BOTH SIDES OF TRAFFIC.
<br />SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS
<br />STANDARD SPECIFICATIONS.
<br />EXISTING PAVEMENT MARKERS SHALL BE REMOVED AND DISPOSED OF, UNLESS OTHERWISE NOTED ON THE PLANS.
<br />AND THAT CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNERS,
<br />DURING THE REMOVAL OF CERAMIC TYPE PAVEMENT MARKERS, SCREEN, OR OTHER PROTECTIVE DEVICES SHALL BE FURNISHEDTO CONTAIN ANY FRAGMENTS AS
<br />SAN JOAQUIN COUNTY AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,
<br />SECTION
<br />16 (ALTERNATE A)
<br />PROVIDED FOR IN SECTION 7-1.09, "PUBLIC SAFETY," OF THE STANDARD SPECIFICATIONS.
<br />REAL OR ALLEGED IN CONNECTION WITH THE OF WORK ON
<br />,
<br />CLEARING AND GRUB LNG C I
<br />GRUBBING --CLEARING
<br />B LEARNG AND GRUBBING SHALL CONFORM TO THE REQUIREMENTS IN SECTION16, CLEARING AND GRUBBING,"
<br />SECTION 39 ALTERNATE E
<br />THIS PROJECT.
<br />OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS.
<br />LIQUID ASPHALT (PRIME CAT). --LIQUID ASPHALT (PRIME COAT) SHALL CONFORM TO THE REQUIREMENTS IN SECTIONS 39, "ASPHALT CONCRETE," AND
<br />13.
<br />ANY CHANGES TO THE APPROVED IMPROVEMENT PLANS AND SPECIFICATIONS
<br />TREE BRANCHES EXTENDING OVER THE ROADWAY PAVEMENT AND WHICH HANG WITHIN 15 FEET OF FINISHED GRADE SHALL BE CUT OFF IN A
<br />93, "LIQUID ASPHALT," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS.
<br />MUST BE PREPARED AND CERTIFIED BY THE "ENGINEER", AND SHALL BE SUBMITTED
<br />WORKMANLIKE MANNER.
<br />LIQUID ASPHALT SHALL BE GRADE SC -70 OR SD -250 AND SHALL BE APPLIED AT THE APPROXIMATE TOTAL RATE OF 0.25 GALLON PER SQUARE YARD
<br />TO THEI
<br />DIRECTOR OF PUBLIC WORKS FOR APPROVAL P
<br />L RIOR TO IMPLEMENTATION.
<br />BURNING WILL BE W
<br />ALLOWED -WHEN PERMITTED BY THE SAN JOAQUIN
<br />Q VALLEY UNIFIED AIR POLLUTION CONTROL DISTRICT.
<br />IN ONE APPLICATION. THE GRADE AND EXACT RATE OF APPLICATION WILL BE DETERMINED BY THE ENGINEER EE D THE DIRECTOR.
<br />14.
<br />ALL TRAFFIC SIGNS AND MARKINGS SHALL CONFORM THE "MANUAL ON UNIFORM TRAFFIC
<br />SECTION 17 WATERING. —WATERING SHALL CONFORM TO THE REQUIREMENTS IN SECTION 17, "WATERING," Of THE STANDARD SPECIFICATIONS AND
<br />ASPHALT SHALL NOT
<br />LIQUID 0 BE APPLIED WHEN THE ATMOSPHERIC TEMPERATURE IS BELOW 50' F.
<br />CONTROL DEVICES" (MUTCD), MUTCD CALIFORNIA SUPPLEMENT, CALTRANS TRAFFIC MANUAL
<br />THESE SPECIAL PROVISIONS.
<br />AT LOCATIONS WHERE PUBLIC TRAFFIC IS BEING ROUTED OVER THE ROADBED TO BE TREATED, THE PRIME COAT SHALL NOT BE APPLIED TO MORE THAN
<br />AND S.J. COUNT( STANDARDS AND AS SHOWN ON THE PLANS.
<br />ONE-HALF THE WIDTH OF THE TRAVELED WAY AT A TIME, AND THE REMAINING WIDTH SHALL BE KEPT FREE OF OBSTRUCTIONS AND OPEN FOR USE BY
<br />WATER FOR USE ON THIS PROJECT SHALL BE NONPOTABLE WATER UNLESS OTHERWISE APPROVED BY THE COUNTY IN WRITING FOR USE OF
<br />PUBLIC TRAFFIC UNTIL THE TREATMENT FIRST APPLIED IS READY FOR USE BY PUBLIC TRAFFIC.
<br />15.
<br />DRAINAGE FACILITIES SHALL BE MAINTAINED DURING PERIODS OF INCLEMENT WEATHER AND
<br />POTABLE WATER AND SHALL BE FURNISHED AND APPLIED AS REQUIRED IN THE SPECIFICATIONS.
<br />I
<br />LIQUID ASPHALT SHALL NOT BE APPLIED LED UNTIL A MINIMUM OF 24 HOURS AFTER THE COUNTY HAS ACCEPTED THE AGGREGATE BASE FOR SURFACE TOLERANCES
<br />RESTORED TO THEIR ORIGINAL CONDITIONS UPON COMPLETION OF THE WORK.
<br />THE CONTRACTOR SHALL ADVISE THE COUNTY IN WRITING OF INTENDED SOURCE(S) TO BE USED, PRIOR TO STARTING WORK ON THE PROJECT.
<br />AND COMPACTION REQUIREMENTS.
<br />16.
<br />CONTRACTOR SHALL VERIFY ALL STREET NAMES WITH THE COMMUNITY DEVELOPMENT
<br />NONPOTABLE WATER SUPPLY, TANKS, PIPES AND ANY OTHER CONVEYANCES OF NONPOTABLE WATER SHALL BE CLEARLY AND DISTINCTLY LABELED:
<br />SECTION 56 STREET SIGNS. —ATTENTION IS DIRECTED TO SECTION 56 OF THE STANDARD SPECIFICATIONS, THE STANDARD DRAWINGS AND THESE SPECIAL PROVISIONS.
<br />DEPARTMENT BEFORE ORDERING STREET SIGNS.
<br />A. MATERIALS
<br />17.
<br />WHENEVER PAVEMENT IS BROKEN OR CUT IN THE INSTALLATION OF THE WORK COVERED BY
<br />NONPOTABLE WATER
<br />SECTION 19 ALTERNATE A DO NOT DRINK
<br />THE VARIOUS MATERIALS OR FABRICATIONS THEREOF SHALL CONFORM TO THE FOLLOWING REQUIREMENTS:
<br />THE SPECIFICATIONS, THE PAVEMENT SHALL BE REPLACED, AFTER PROPER BACKFILLING,1.
<br />EARTHWORK. --EARTHWORK SHALL CONFORM TO HE REQUIREMENTS IN SECTION 19, EARTHWORK." OF THE STANDARD SPECIFICATIONS
<br />STREET SIGNS SHALL HAVE A HORIZONTAL DIMENSION OF 24 INCHES, 30 INCHES, OR 36 INCHES AND A VERTICAL DIMENSION OF 9 INCHES, DIAMOND GRADE.
<br />WITH PAVEMENT MATERIALS EQUAL TO OR BETTER THAN THE MATERIALS USED IN THE
<br />AND THESE SPECIAL PROVISIONS.
<br />2. STREET SIGNS SHALL BE COMPLETELY REFLECTORIZED ON A DOUBLE FACE FLAT BLADE SIGN, SINGLE FACE, BOLT THROUGH IN RURAL LOCATIONS).
<br />( )
<br />ORIGINAL. PAVING.
<br />ALL RELATIVE COMPACTION REQUIREMENTS OF SECTION 19-5, "COMPACTION," OF THE STANDARD SPECIFICATIONS, SHALL BE NOT LESS THAN
<br />3. STREET SIGN SHALL BE ANODIZED ALUMINUM WITH A THICKNESS OF .080 INCHES.
<br />18.
<br />A STATE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM ) CONSTRUCTION
<br />95 PERCENT.
<br />4. THE LEGEND FOR STREET SIGNS SHALL BE WHITE LETTERS ON A GREEN BACKGROUND.
<br />PERMIT NOTICE OF INTENT (NOL) SHALL BE FILED WITH THE STATETE WATER RESOURCES
<br />"RELATIVE
<br />5. STREET SIGN POSTS SHALL BE LONG ENOUGH TO PROVIDE A MINIMUM HEIGHT OF 7 FEET FROM THE BASE OF THE POST TO THE BOTTOM OF THE LOWER
<br />CONTROL BOARD IF OVER ONE (1) ACRE OF TOTAL GROUND IS DISTURBED.
<br />THE REQUIREMENT OF THE SECOND PARAGRAPH OF SECTION 19-5.03, COMPACTION 95 PERCENT " OF THE STANDARD
<br />()
<br />SIGN, AN OVERALL MAXIMUM HEIGHT OF 10 FEET AND 30 INCHES EMBEDIMENT IN THE GROUND.
<br />SPECIFICATIONS, WILL BE REQUIRED ONLY IN THOSE AREAS SHOWN ON THE PLANS.
<br />6. POSTS SHALL BE GALVANIZED, EXTRA STRONG, 2" SQUARE PERFORATED TUBE AND 12 GAUGE.
<br />CONSTRUCTION NOTES:
<br />IN LIEU OF THE TOLERANCE SPECIFIED IN SECTION 19-1.038, "GRADE TOLERANCE," OF THE STANDARD SPECIFICATIONS, THE SURFACE OF
<br />B. INSTALLATION
<br />1.
<br />THE CENTERLINE STATIONING SHOWN IS FOR REFERENCE ONLY.
<br />THE GRADING PLANE SHALL NOT BE MORE THAN 0.05 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER.
<br />THE INSTALLATION OF STREET SIGNS SHALL CONFORM TO THE FOLLOWING REQUIREMENTS:
<br />THE CONTRACTOR SHALL LAYOUT IMPROVEMENTS FROM THE DIMENSIONS
<br />BEFORE GRADE IS APPROVED BY THE COUNTY, ALL EARTHWORK (INCLUDING DRIVEWAYS AND SLOPES) SHALL BE COMPACTED TO GRADE.
<br />1. POSTS SHALL BE DRIVEN OR SET INTO THE GROUND TO A DEPTH OF 30 INCHES AT LOCATIONS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER
<br />SHOWN ON THE PLANS. ANY CLARIFICATION ON CONFLICTS,
<br />UNLESS OTHERWISE SHOWN ON THE PLANS, ALL SURPLUS MATERIALS NOT TO BE SALVAGED, STOCKPILED OR DISPOSED OF AS PROVIDED IN
<br />AND DIRECTOR. NO CONCRETE SHALL BE USED.
<br />DISCREPANCIES OR AMBIGUITIES SHOULD BE DIRECTED TO THE
<br />SECTION 19-2.06, "SURPLUS MATERIAL," OF THE STANDARD SPECIFICATIONS, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND DISPOSED
<br />SECTION 81 MONUMENTS --MONUMENTS SHALL CONFORM TO THE REQUIREMENTS IN SECTION 81, "MONUMENTS,"OF THE STANDARD SPECIFICATIONS, STANDARD
<br />DESIGN ENGINEER PRIOR TO THE CONSTRUCTION OF THE
<br />OF AS PROVIDED IN SECTION 7-1.13, "DISPOSAL OF MATERIAL OUTSIDE THE HIGHWAY RIGHT OF WAY," OF THE STANDARD SPECIFICATIONS.
<br />DRAWINGS AND THESE SPECIAL PROVISIONS.
<br />IMPROVEMENTS.
<br />UNLESS OTHERWISE SHOWN ON THE PLANS, THE EXISTING PAVEMENT, WHEN USED AS EMBANKMENT, SHALL BE BROKEN UP INTO PIECES NOT
<br />SECTION 84 TRAFFIC STRIPES AND PAVEMENT MARKINGS- -TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL CONFORM TO THE REQUIREMENTS IN SECTION 84, "TRAFFIC
<br />2
<br />WHERE PAVEMENT IS TO BE EXTENDED EXISTING PAVEMENT
<br />LARGER THAN 033 FOOT IN GREATEST DIMENSION
<br />STRIPES AND PAVEMENT MARKINGS," OF THE STANDARD SPECIFICATIONS.
<br />R E V I S 1 0 N S
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<br />SHALL BE SAWCUT.
<br />SECTION 19 ALTERNATE C
<br />2
<br />3. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY
<br />EARTHWORK (STRUCTURE EXCAVATION & BACKFILL). —STRUCTURE EXCAVATION AND BACKFILL SHALL CONFORM TO THE REQUIREMENTS IN
<br />SIGNS FOR ALL REGULATORY TRAFFIC SIGNS REMOVED DURING THE COURSE
<br />SECTION 19-3, "STRUCTURE EXCAVATION AND BACKFILL," Of THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS.
<br />OF CONSTRUCTION.
<br />V
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<br />4. THE CONTRACTOR SHALL PROVIDE OWN CONSTRUCTION WATER.
<br />ALL REFERENCES TO CULVERT EXCAVATION AND CULVERT BACKFILL ON THE PLANS SHALL BE DEEMED TO MEAN STRUCTURE EXCAVATION AND
<br />5. CONTRACTOR SHALL CLEAR AND GRUB BY DISKING AND THEN
<br />STRUCTURE BACKFILL, RESPECTIVELY, IN THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS.
<br />ROUGH GRADE ALL LOTS SMOOTH,
<br />STRUCTURE BACKFILL WHICH IS OUTSIDE OF THE PAVED PORTIONS OF THE ROADWAY, UNLESS OTHERWISE SPECIFIED ON THE PLANS, SHALL BE
<br />T
<br />6. CONTRACTOR SHALL PROVIDE DUST CONTROL MEASURES AT ALL TIMES
<br />NATIVE MATERIAL SELECTED FOR ITS RESISTANCE TO EROSION.
<br />T
<br />DURING CONSTRUCTION AS PER SECTION 10 OF THE STANDARD SPECIFICATIONS
<br />COMPACTION REQUIREMENTS: UNLESS OTHERWISE SHOWN ON THE PLANS, THE COMPACTION REQUIREMENTS WITHIN THE LIMITS OF STRUCTURE
<br />W
<br />OF THE STATE OF CALIFORNIA PER SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC
<br />EXCAVATION FOR PIPES AND ARCHES SHALL BE AS SHOWN ON STANDARD DRAWINGS.
<br />WORKS REQUIREMENTS.
<br />PONDING AND JETTING WILL BE PERMITTED ONLY IF A MAINTENANCE BOND IN THE AMOUNT OF TWENTY PERCENT (20%) OF THE ENGINEER'S
<br />BENCHMARK:
<br />ESTIMATE WITH A CORPORATE SURETY APPROVED BY THE COUNTY IS PROVIDED. SUCH A BOND SHALL BE PROVIDED BEFORE FINAL ACCEPTANCE
<br />OF THE PROJECT BY THE COUNTY AND SHALL GUARANTEE THE REPAIR OF ALL DAMAGES DUE TO FAULTY MATERIALS OR WORKMANSHIP PROVIDED
<br />SAN JOAQUIN COUNTY BRASS CAP SET IN CONCRETE CYLINDER LOCATED
<br />OR DONE BY THE CONTRACTOR. THE GUARANTEE SHALL REMAIN IN EFFECT FOR A PERIOD OF THREE (3) YEARS AFTER THE DATE OF FINAL
<br />AT THE INTERSECTION OF FOPPIANO LANE AND ONETO ROAD DESIGNATED
<br />ACCEPTANCE OF THE PROJECT BY THE COUNTY BOARD OF SUPERVISORS.
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<br />SHEET INDEX
<br />SHEET NO, DESCBI®4N
<br />1. TITLE SHEET
<br />2. PLAN & PROFILE SIMI COURT
<br />STA. 0+00-7+59.90
<br />3. DETAIL SHEET WITH TYPICAL ROAD SECTION
<br />4. GRADING PLAN
<br />EXISTING
<br />UTILITY PROVISIONS:
<br />STORM DRAINAGE: SWALES & RETENTION BASIN
<br />WATER: PRIVATE WELLS
<br />SANITARY: PRIVATE SEPTIC SYSTEM
<br />GAS: PG&E
<br />ELECTRIC: PG&E
<br />TELEPHONE: SBC
<br />APPROVED BY: WATERLOO-MORADA FIRE DISTRICT
<br />bal_ 10-17--in05
<br />SIGNATURE DATE
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<br />LE DATE os 3 tea. �T=cz ANTONIO M. CONTI - CIVIL ENGINEER JOB N0. 04005 TITLE SHEET SHEET
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<br />6 30 07 � No. 62009 P.O. BOX 1396t7� DATE 07/08/05 �1
<br />6533 EXP DATE: * EXP. 9/30/2007 WOODBRIDGE, CALIFORNIA 95258 PHONE 0 476-0970 DESIGN SJG SI M I ESTATES
<br />/// � / / DATE: 14904/01-
<br />OF PUBLIC WORKS DATE ST�TF of/cA� F°��P V v� ( l� R.C.E. N0: 62009 DRAWN SJG
<br />SAN JOAQUIN A. M. CONTI, CIVIL ENGINEER EXP. DATE: 9/30/Q-a'0_Z CHECKED AMC SAN JOAQUIN COUNTY, CA OF 4 SHEETS
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<br />LE DATE os 3 tea. �T=cz ANTONIO M. CONTI - CIVIL ENGINEER JOB N0. 04005 TITLE SHEET SHEET
<br />L ENGINEER w m
<br />6 30 07 � No. 62009 P.O. BOX 1396t7� DATE 07/08/05 �1
<br />6533 EXP DATE: * EXP. 9/30/2007 WOODBRIDGE, CALIFORNIA 95258 PHONE 0 476-0970 DESIGN SJG SI M I ESTATES
<br />/// � / / DATE: 14904/01-
<br />OF PUBLIC WORKS DATE ST�TF of/cA� F°��P V v� ( l� R.C.E. N0: 62009 DRAWN SJG
<br />SAN JOAQUIN A. M. CONTI, CIVIL ENGINEER EXP. DATE: 9/30/Q-a'0_Z CHECKED AMC SAN JOAQUIN COUNTY, CA OF 4 SHEETS
<br />
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