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1. ALL NEW IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND
<br />SPECIFICATIONS, AND THE LATEST EDITION OF THE COUNTY OF SAN JOAQUIN STANDARD PLANS AND SPECIFICATIONS
<br />AND THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS (WITH EXCEPTION THAT
<br />ENGLISH UNITS ARE TO BE USED IN PLACE OF METRIC).
<br />2. THE INTENT IS THAT THESE PLANS REQUIRE ALL LABOR AND MATERIALS (EXCEPT AS SPECIFIED IN THE SPECIAL
<br />PROVISIONS) NECESSARY AND PROPER FOR THE WORK CONTEMPLATED AND THAT THE WORK BE COMPLETED IN
<br />ACCORDANCE WITH THEIR TRUE INTENT AND PURPOSE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY
<br />REGARDING ANY DISCREPANCIES AND AMBIGUITIES WHICH MAY EXIST IN THE PLANS OR SPECIFICATIONS IF THE PLANS
<br />DESCRIBE PORTIONS OF THE WORK IN GENERAL TERMS BUT NOT IN COMPLETE DETAIL, IT IS UNDERSTOOD THAT ONLY
<br />THE BEST GENERAL PRACTICE IS TO PREVAIL AND THAT ONLY MATERIALS AND WORKMANSHIP OF THE FIRST QUALITY
<br />ARE TO BE USED.
<br />3. THE TYPES, LOCATION, SIZES AND/OR DEPTHS OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON THESE PLANS
<br />WERE OBTAINED FROM "OUTSIDE SOURCES". THE CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL
<br />REVEAL THE TYPES, EXTENT, SIZES, LOCATION, AND DEPTHS OF SUCH UNDERGROUND UTILITIES CONTI & ASSOCIATES,
<br />INC. CAN ASSUME NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF ITS DELINEATION OF SUCH
<br />UNDERGROUND UTILITIES WHICH MAY BE ENCOUNTERED BUT WHICH ARE NOT SHOWN ON THESE DRAWINGS.
<br />4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES
<br />AND SHALL CONTACT THE RESPECTIVE UTILITY COMPANIES PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR
<br />SHALL BE RESPONSIBLE FOR THE LOCATION AND PRESERVATION OF ALL SUCH FACILITIES IN THE AREA OF
<br />CONSTRUCTION, AND SHALL NOTIFY USA (UNDERGROUND SERVICE ALERT 1-800-642-2444) 48 HOURS PRIOR TO
<br />BEGIN CONSTRUCTION
<br />5. THE CONTRACTOR'S ATTENTION IS DIRECTED TO SECTION 1540 (A)(1), OF THE CONSTRUCTION SAFETY ORDERS (TITLE
<br />8 CALIFORNIA ADMINISTRATION CODE SECTION 1540), ISSUED BY THE OCCUPATIONAL SAFETY AND HEALTH STANDARDS
<br />BOARD PURSUANT TO THE CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ACT OF 1973, AS AMENDED, WHICH STATE:
<br />PRIOR TO OPENING AN EXCAVATION, EFFORT SHALL BE MADE TO DETERMINE WHETHER UNDERGROUND INSTALLATION:I.E.,
<br />SEWER, WATER, FUEL, ELECTRIC LINES, ETC., WILL BE ENCOUNTERED AND, IF SO, WHERE SUCH UNDERGROUND
<br />INSTALLATIONS ARE LOCATED. WHEN THE EXCAVATION APPROACHES THE APPROXIMATE LOCATION OF SUCH AN
<br />INSTALLATION, THE EXACT LOCATION SHALL BE DETERMINED BY CAREFUL PROBING AND/OR DIGGING; AND WHEN IT IS
<br />UNCOVERED, ADEQUATE PROTECTION SHALL BE PROVIDED FROM THE EXISTING INSTALLATION. ALL KNOWN OWNERS OF
<br />UNDERGROUND FACILITIES IN THE AREA CONCERNED SHALL BE ADVISED OF PROPOSED WORK AT LEAST 48 HOURS
<br />PRIOR TO THE START OF ACTUAL EXCAVATION.
<br />6. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF THE REMOVAL AND/OR RELOCATION OF ALL EXISTING
<br />UTILITIES WITH RESPECTIVE UTILITY COMPANIES.
<br />7. FINAL PAVEMENT WORK SHALL NOT OCCUR WITHIN THE ROAD RIGHT-OF-WAY PRIOR TO COMPLETION OF UTILITY
<br />RELOCATION WITHOUT SPECIFIC APPROVAL OF THE COUNTY OF SAN JOAQUIN.
<br />8. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT WRITTEN AUTHORIZATION
<br />FROM THE OWNER'S REPRESENTATIVE.
<br />9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE SITE AND SURROUNDING AREAS RESULTING
<br />FROM OPERATIONS PRIOR TO ACCEPTANCE OF HIS WORK.
<br />10. DURING CONSTRUCTION THE CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF EXISTING FACILITIES. THE CONTRACTOR
<br />IS RESPONSIBLE TO REPAIR, TO THE SATISFACTION OF THE COUNTY OF SAN JOAQUIN, ANY FACILITIES DAMAGED
<br />DURING CONSTRUCTION AT NO COST TO THE OWNER.
<br />11. CONTRACTOR TO REFERENCE AND RESTORE ALL "RECORDED" EXISTING MONUMENTS AND/OR PROPERTY CORNER
<br />REFERENCES DESTROYED, REMOVED OR DISTURBED DURING THE COURSE OF CONSTRUCTION
<br />SPECIFICATIONS CONTINUED:
<br />SECTION 3-5 INSPECTION DURING CONSTRUCTION.-- ANY IMPROVEMENTS CONSTRUCTED TO THESE SPECIFICATIONS AND
<br />WHICH IT IS INTENDED THAT THE COUNTY WILL ASSUME MAINTENANCE RESPONSIBILITY, MUST BE INSPECTED DURING
<br />CONSTRUCTION BY AN AUTHORIZED AGENT OF THE DEVELOPER AND DIRECTOR. EACH PHASE OF CONSTRUCTION MUST BE
<br />INSPECTED AND APPROVED PRIOR TO PROCEEDING TO THE SUBSEQUENT PHASES.
<br />ANY IMPROVEMENTS CONSTRUCTED WITHOUT INSPECTION AS PROVIDED ABOVE OR CONSTRUCTED CONTRARY TO THE
<br />ORDERS OR INSTRUCTIONS OF THE AUTHORIZED AGENT OF THE DEVELOPER AND DIRECTOR WILL BE DEEMED AS NOT
<br />COMPLYING WITH SAN JOAQUIN COUNTY STANDARDS AND SPECIFICATIONS, AND WILL NOT BE ACCEPTED BY SAN JOAQUIN
<br />COUNTY FOR MAINTENANCE PURPOSES. THE DEVELOPER WILL HAVE COMPACTION TESTS TAKEN ON ALL LOTS WHERE THE
<br />DEPTH OF FILL IS GREATER THAN SEVEN (7") INCHES AND WITHIN THE STREETS. RE -TEST THAT ARE THE RESULT OF
<br />THE CONTRACTOR'S FAILURE TO COMPACT THESE AREAS AS REQUIRED WILL BE BORNE BY THE CONTRACTOR. THE
<br />COUNTY DEPARTMENT OF PUBLIC WORKS WILL PERFORM FIELD INSPECTION FOR THIS PROJECT. THE CML ENGINEER,
<br />DIRECTOR AND DEVELOPER, OR THEIR AGENTS, SHALL AT ALL TIMES, HAVE ACCESS TO THE WORK DURING ITS
<br />CONSTRUCTION, AND SHALL BE FURNISHED WITH EVERY REASONABLE FACILITY FOR ASCERTAINING THAT THE MATERIALS
<br />AND THE WORKMANSHIP ARE IN ACCORDANCE WITH THE REQUIREMENTS AND INTENTIONS OF THESE SPECIFICATIONS.
<br />SPECIAL PROVISIONS, AND PLANS. ALL WORK DONE AND ALL MATERIALS FURNISHED SHALL BE SUBJECT TO REVIEW. THE
<br />REVIEW OF THE WORK OR MATERIALS SHALL NOT RELIEVE THE CONTRACTOR AND DEVELOPER OF ANY OF THEIR
<br />OBLIGATIONS TO FULFILL THEIR CONTRACT AS PRESCRIBED.
<br />SECTION 3-6 FINAL REVIEW. --UPON COMPLETION OF ALL IMPROVEMENTS WHICH ARE CONSTRUCTED UNDER AND IN
<br />CONFORMANCE WITH THESE STANDARDS AND SPECIFICATIONS, AND PRIOR TO REQUESTING FINAL INSPECTION, THE AREA
<br />SHALL BE THOROUGHLY CLEANED OF ALL RUBBISH, EXCESS MATERIAL AND EQUIPMENT; AND ALL PORTIONS OF THE WORK
<br />SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION, SATISFACTORY TO THE DIRECTOR AND THE DEVELOPER.
<br />SECTION 3-7 RECORD DRAWINGS. --THE CIVIL ENGINEER SHALL KEEP AN ACCURATE RECORD OF ALL APPROVED
<br />DEVIATIONS FROM THE PLANS AND SHALL PROVIDE A COPY OF THESE RECORDS TO THE DIRECTOR UPON COMPLETION
<br />OF OF THE WORK. THESE ARE TO BE UTILIZED WITH THE INSPECTOR'S PLANS FOR PREPARING A COMPLETE AND
<br />ACCURATE SET OF "RECORD DRAWINGS" FOR THE PERMANENT RECORDS OF THE COUNTY. PREPARATION OF THE "RECORD
<br />DRAWINGS" IS THE RESPONSIBILITY OF THE DEVELOPER AND HIS CML ENGINEER. "RECORD DRAWINGS" SHALL BE
<br />SUBMITTED TO THE DIRECTOR PRIOR TO ACCEPTANCE OF WORK AS COMPLETE. APPROVED DEVIATIONS SHALL BE
<br />RECORDED IN RED INK ON THE ORIGINAL APPROVED PLANS, NOT REPRODUCIBLE COPIES. THE ORIGINAL PLANS SHALL
<br />NOT BE REMOVED FROM THE DEPARTMENT OF PUBLIC WORKS FOR PREPARATION OF "RECORD DRAWINGS". A WORK
<br />AREA WILL BE AVAILABLE FOR MAKING ADDITIONS OR CORRECTIONS, AS WILL THE "RECORD DRAWING" STAMP AND PEN
<br />WITH RED INK, IF REQUESTED.
<br />SECTION 7 ALTERNATE A. MAINTAINING TRAFFIC. --ATTENTION IS DIRECTED TO SECTIONS 7-1.08, "PUBLIC CONVENIENCE,
<br />7-1.09, "PUBLIC SAFETY," AND 12, "CONSTRUCTION AREA TRAFFIC CONTROL DEVICES," OF THE STANDARD
<br />SPECIFICATIONS AND THESE SPECIAL PROVISIONS. CONSTRUCTION AREA TRAFFIC CONTROL DEVICES SHALL BE IN
<br />ACCORDANCE WITH THE CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCO) AND THE MUTCD CALIFORNIA
<br />SUPPLEMENT AND THE CURRENT WORK AREA TRAFFIC CONTROL HANDBOOK. (BUILDING NEWS). THROUGH'PUBLIC TRAFFIC
<br />SHALL BE PERMITTED TO PASS THROUGH CONSTRUCTION OPERATIONS AT ALL TIMES WITH AS LITTLE INCONVENIENCE AND
<br />DELAY AS POSSIBLE. THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN ALL CONSTRUCTION AREA TRAFFIC CONTROL
<br />DEVICES WITHIN THE PROJECT AND AT ALL PUBLIC ROAD ENTRANCES TO THE PROJECT.
<br />SECTION 10 DUST CONTROL. --DUST CONTROL SHALL CONFORM TO THE REQUIREMENTS IN SECTION 10, "DUST CONTROL,"
<br />OF THE STANDARD SPECIFICATIONS.
<br />SECTION 16 ALTERNATE A CLEARING AND GRUBBING. --CLEARING AND GRUBBING SHALL CONFORM TO THE
<br />REQUIREMENTS IN SECTION 16, "CLEARING AND GRUBBING," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL
<br />PROVISIONS.
<br />TREE BRANCHES EXTENDING OVER THE ROADWAY PAVEMENT AND WHICH HANG WITHIN 15 FEET OF FINISHED GRADE
<br />SHALL BE CUT OFF IN A WORKMANLIKE MANNER.
<br />BURNING WILL BE ALLOWED WHEN PERMITTED BY THE SAN JOAQUIN VALLEY UNIFIED AIR POLLUTION CONTROL DISTRICT.
<br />MOM COOM:
<br />SECTION 39 AI TERN.eTE A ASPHALT CONCRETE. --ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS IN SECTION
<br />39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS,
<br />ASPHALT CONCRETE SHALL BE TYPE W. AGGREGATE SHALL CONFORM TO THE 1/2 -INCH MAXIMUM, COARSE OR MEDIUM
<br />GRADING AS DETERMINED BY THE ENGINEER AND DIRECTOR. AT THE CONTRACTOR'S OPTION, AND WITH APPROVAL OF THE
<br />ENGINEER AND DIRECTOR, AGGREGATE MAY BE 3/4 -INCH MAXIMUM, MEDIUM GRADING WITH THE EXCEPTION OF THE FINAL
<br />FINISH COURSE.
<br />AGGREGATE CONFORMING TO THE 3/8 -INCH MAXIMUM GRADING WILL BE PERMITTED FOR USE IN DRIVEWAYS, DIKES AND
<br />OTHER AREAS WITH APPROVAL OF THE ENGINEER AND DIRECTOR.
<br />THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE AGGREGATE SHALL BE BETWEEN 50 AND 7% BY WEIGHT OF
<br />THE DRY AGGREGATE. THE EXACT AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE AGGREGATE WILL BE DETERMINED
<br />BY THE ENGINEER. THE AR VISCOSITY GRADE OF THE ASPHALT BINDER SHALL BE 4,000 UNLESS OTHERWISE SHOWN ON
<br />THE PLANS. THE PROVISIONS OF PARAGRAPHS 5 THROUGH 8 OF SECTION 39.03, "PROPORTIONING," OF THE STANDARD
<br />SPECIFICATIONS, SHALL NOT APPLY TO THIS PROJECT.
<br />WHEN THE ASPHALT CONCRETE IS TO BE PRODUCED IN A BATCH PLANT, THE ASPHALT CONCRETE SHALL BE
<br />PROPORTIONED AND MIXED BY THE AUTOMATIC METHOD.
<br />WHEN SHOWN IN THE ENGINEER'S ESTIMATE PRIME COAT, LIQUID ASPHALT PENETRATION GRADE SHALL BE SC -70 OR
<br />SC -250 AS DIRECTED BY THE ENGINEER AND DIRECTOR. THE PLACEMENT OF ASPHALT CONCRETE SHALL NOT BEGIN
<br />UNTIL 24 HOURS AFTER THE PRIME COAT IS APPLIED.
<br />PAINT BINDER (TACK COAT) SHALL BE APPLIED AT A RATE OF APPROXIMATELY 0.05 GALLON PER SQUARE YARD, UNLESS
<br />OTHERWISE SHOWN ON THE PLANS.
<br />ALL STEEL -TIRED ROLLERS SHALL BE OF THE TANDEM TYPE. THE THIRD PARAGRAPH OF SECTION 39-5.02, "COMPACTING
<br />EQUIPMENT," OF THE STANDARD SPECIFICATIONS, SHALL BE DELETED,
<br />THE DUMPING OF MATERIAL IN A WINDROW, IN ACCORDANCE WITH SECTION 39-6.01, "GENERAL REQUIREMENTS," OF THE
<br />STANDARD SPECIFICATIONS, SHALL BE LIMITED TO 750 FEET IN ADVANCE OF THE PAVING MACHINE.
<br />THE SIXTH PARAGRAPH IN SECTION 39-6.01, "GENERAL REQUIREMENTS," OF THE STANDARD SPECIFICATIONS, SHALL BE
<br />AMENDED BY DELETING THE SECOND FOOTNOTE, WHICH READS, "AT THE OPTION OF THE CONTRACTOR, [0.25' OVERLAY]
<br />MAY BE PLACED IN ONE LAYER 0.25' THICK."
<br />THE TENTH PARAGRAPH OF SECTION 39-6.03, "COMPACTING," OF THE STANDARD SPECIFICATIONS, ALLOWING THE USE OF
<br />"ALTERNATIVE COMPACTING EQUIPMENT" SHALL BE DELETED.
<br />UNLESS OTHERWISE SHOWN ON THE PLANS, ASPHALT PAVER EQUIPMENT USED TO PLACE ASPHALT CONCRETE SHALL BE
<br />EQUIPPED WITH FULL AUTOMATIC SCREED AND GRADE SENSING CONTROLS WHICH SHALL CONTROL THE LONGITUDINAL
<br />GRADE AND TRANSVERSE SLOPE OF THE SCREED. THE CONTROLS SHALL BE ACTUATED BY GRADE AND SLOPE
<br />REFERENCES. CORRECTIONS ON ACCOUNT OF DEVIATIONS FROM THE REFERENCES SHALL BE AUTOMATIC. GUIDES AND
<br />REFERENCES REQUIRED TO CONTROL THE LONGITUDINAL GRADE AND TRANSVERSE SLOPES SHALL BE FURNISHED AND
<br />INSTALLED BY THE CONTRACTOR.
<br />SHOULD THE CONTRACTOR ELECT TO USE A SKI DEVICE FOR LONGITUDINAL CONTROL, THE MINIMUM LENGTH OF THE
<br />DEVICE SHALL BE 30 FEET. THE DEVICE SHALL BE A RIGID UNIT MOUNTED ON MULTIPLE SUPPORTS. EACH SUPPORT
<br />SHALL ACT INDEPENDENTLY OF OTHERS AND THE FINISHED GRADE SHALL NOT BE AFFECTED BY THE ACTION OF A SINGLE
<br />SUPPORT.
<br />WHEN ASPHALT CONCRETE GUTTERS ARE DESIGNATED ON THE PLANS, A STRINGLINE OR WIRE GRADE REFERENCE SHALL
<br />BE REQUIRED TO CONTROL LONGITUDINAL GRADE OF THE GUTTER. THE GUTTER SHALL BE WATER TESTED BEFORE
<br />ACCEPTANCE. THE MAXIMUM DEVIATION FROM A TRUE GRADE SHALL NOT RESULT IN PONDING WATER FOR DEPTH
<br />EXCEEDING 0.04 FOOT.
<br />SURFACING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH DAY'S WORK, THE
<br />DISTANCE BETWEEN THE ENDS OF ADJACENT SURFACED LANES SHALL NOT BE GREATER THAN CAN BE COMPLETED IN
<br />THE FOLLOWING DAY OF NORMAL SURFACING OPERATIONS.
<br />PORTABLE DELINEATORS IN CONFORMANCE WITH SECTION 12-3.04, "PORTABLE DELINEATORS," OF THE STANDARD
<br />SPECIFICATIONS SHALL BE FURNISHED AND PLACED AT A MAXIMUM SPACING OF 300 FEET ON TANGENTS AND 100 FEET
<br />ON CURVES ALONG ANY EDGE OF NEW SURFACING WHICH HAS A DROP OFF OF MORE THAN 0.10 FOOT. DELINEATORS
<br />SHALL BE STAGGERED WHEN REQUIRED ON BOTH SIDES OF TRAFFIC.EXISTING PAVEMENT MARKERS SHALL BE REMOVED
<br />AND DISPOSED OF, UNLESS OTHERWISE SHOWN ON THE PLANS.
<br />DURING THE REMOVAL OF CERAMIC TYPE PAVEMENT MARKERS, SCREENS, OR OTHER PROTECTIVE DEVICES SHALL BE
<br />FURNISHED TO CONTAIN ANY FRAGMENTS AS PROVIDED FOR IN SECTION 7-1.09, "PUBLIC SAFETY," OF THE STANDARD
<br />SPECIFICATIONS.
<br />NO. 62008
<br />EXP. 9/30/2007
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<br />SECTION 19 ALTERNATE A EARTHWORK. --EARTHWORK SHALL CONFORM TO THE REQUIREMENTS IN SECTION 19, SECTION 39 ALTERNATE RNA IQUID PAT PRIME COAT) , ^
<br />12. DRAINAGE FACILITIES SHALL BE MAINTAINED DURING PERIODS OF INCLEMENT WEATHER AND RESTORED TO THEIR "EARTHWORK." OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. ALL RELATIVE COMPACTION REQUIREMENTS IN SECTIONS 39, "ASPHALT CONCRETE," AND LI 93, --LIQUID
<br />ASPPHALT." COAT)
<br />TTHE STANDARDOSPECIFICATIONS OZ V /
<br />ORIGINAL CONDITIONS UPON COMPLETION OF THE WORK. REQUIREMENTS OF SECTION 19-5, "COMPACTION," OF THE STANDARD SPECIFICATIONS, SHALL BE NOT LESS THAN 90 AND THESE SPECIAL PROVISIONS. LIQUID ASPHALT SHALL BE GRADE SC -70 OR SD -250 AND SHALL BE APPLIED AT THE
<br />13. CONTRACTOR SHALL VERIFY ALL STREET NAMES WITH THE COMMUNITY DEVELOPMENT DEPARTMENT BEFORE ORDERING PERCENT. THE REQUIREMENT OF THE SECOND PARAGRAPH OF SECTION 19-5.03, "RELATIVE COMPACTION (95 PERCENT), APPROXIMATE TOTAL RATE OF 0.25 GALLON PER SQUARE YARD IN ONE APPLICATION. THE GRADE AND EXACT RATE OF
<br />N W
<br />STREET SIGNS. " OF THE STANDARD SPECIFICATIONS, WILL BE REQUIRED ONLY IN THOSE AREAS SHOWN ON THE PLANS. IN LIEU OF APPLICATION WILL BE DETERMINED BY THE ENGINEER AND THE DIRECTOR. LIQUID ASPHALT SHALL NOT BE APPLIED WHEN 11.7 ~
<br />14. WHENEVER PAVEMENT IS BROKEN OR CUT IN THE INSTALLATION OF THE WORK COVERED BY THE SPECIFICATIONS, THE TOLERANCE SPECIFIED IN SECTION 19-1.03B, "GRADE TOLERANCE," OF THE STANDARD SPECIFICATIONS, THE SURFACE THE ATMOSPHERIC TEMPERATURE IS BELOW 50' F. AT LOCATIONS WHERE PUBLIC TRAFFIC IS BEING ROUTED OVER THE 0 Y
<br />THE PAVEMENT SHALL BE REPLACED, AFTER PROPER BACKFILLING, WITH PAVEMENT MATERIALS EQUAL TO OR BETTER OF THE GRADING PLANE SHALL NOT BE MORE THAN 0.05 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ROADBED TO BE TREATED, THE PRIME COAT SHALL NOT BE APPLIED TO MORE THAN ONE-HALF THE WIDTH OF THE 0 0 O
<br />THAN THE MATERIALS USED IN THE ORIGINAL PAVING. ENGINEER. BEFORE GRADE IS APPROVED BY THE COUNTY, ALL EARTHWORK (INCLUDING DRIVEWAYS AND SLOPES) SHALL TRAVELED WAY AT A TIME, AND THE REMAINING WIDTH SHALL BE KEPT FREE OF OBSTRUCTIONS AND OPEN FOR USE BY q* 0
<br />15, ANY CONSTRUCTION ACTIVITY THAT RESULTS IN THE DISTURBANCE OF AT LEAST ONE (1) ACRE OF SOIL SHALL BE COMPACTED TO GRADE. UNLESS OTHERWISE SHOWN ON THE PLANS, ALL SURPLUS MATERIALS NOT TO BE SALVAGED, PUBLIC TRAFFIC UNTIL THE TREATMENT FIRST APPLIED IS READY FOR USE BY PUBLIC TRAFFIC. LIQUID ASPHALT SHALL 0 H
<br />REQUIRE A STATE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM CONSTRUCTION PERMIT.
<br />STOCKPILED OR DISPOSED OF AS PROVIDED IN SECTION 19-2.06, "SURPLUS MATERIAL," OF THE STANDARD NOT BE APPLIED UNTIL A MINIMUM OF 24 HOURS AFTER THE COUNTY HAS ACCEPTED THE AGGREGATE BASE FOR N
<br />SPECIFICATIONS, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND DISPOSED OF AS PROVIDED IN SECTION SURFACE TOLERANCES AND COMPACTION REQUIREMENTS. QI J
<br />16. CONTRACTOR TO PRESERVE AND PROTECT ANY OAK TREE OF 6" OR GRATER DIAMETER. CONTRACTOR TO REPLACE 7-1,13, "DISPOSAL OF MATERIAL OUTSIDE THE HIGHWAY RIGHT OF WAY," OF THE STANDARD SPECIFICATIONS. UNLESS
<br />REMOVED OAK TREE WITH THREE NEW OAK TREES ALL AS SHOWN IN THESE PLANS. OTHERWISE SHOWN ON THE PLANS, THE EXISTING PAVEMENT, WHEN USED AS EMBANKMENT, SHALL BE BROKEN UP INTO LA
<br />PIECES NOT LARGER THAN 0.33 FOOT IN GREATEST DIMENSION. I 0 >
<br />SECTION 19 ALTERNATE C EARTHWORK (STRUCTURE EXCAVATION & BACKFILL). --STRUCTURE EXCAVATION AND BACKFILL W
<br />SHALL CONFORM TO THE REQUIREMENTS IN SECTION 19-3, "STRUCTURE EXCAVATION AND BACKFILL," OF THE STANDARD M
<br />CONSTRUCTION NOTES: SPECIFICATIONS AND THESE SPECIAL PROVISIONS. ALL REFERENCES TO CULVERT EXCAVATION AND CULVERT BACKFILL ON Q
<br />THE PLANS SHALL BE DEEMED TO MEAN STRUCTURE EXCAVATION AND STRUCTURE BACKFILL, RESPECTIVELY, IN THE Q
<br />1. THE CENTERLINE STATIONING SHOWN IS FOR REFERENCE ONLY. THE CONTRACTOR SHALL LAYOUT IMPROVEMENTS STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. STRUCTURE BACKFILL WHICH IS OUTSIDE OF THE PAVED
<br />FROM THE DIMENSIONS SHOWN ON THE PLANS. ANY CLARIFICATION ON CONFLICTS, DISCREPANCIES OR AMBIGUITIES PORTIONS OF THE ROADWAY, UNLESS OTHERWISE SPECIFIED ON THE PLANS, SHALL BE NATIVE MATERIAL SELECTED FOR Z W
<br />SHOULD BE DIRECTED TO THE "ENGINEER" PRIOR TO THE CONSTRUCTION OF THE IMPROVEMENTS. ITS RESISTANCE TO EROSION. COMPACTION REQUIREMENTS: UNLESS OTHERWISE SHOWN ON THE PLANS, THE COMPACTION 0
<br />REQUIREMENTS WITHIN THE LIMITS OF STRUCTURE EXCAVATION FOR PIPES AND ARCHES SHALL BE AS SHOWN ON N 0 Q
<br />2. WHERE PAVEMENT IS TO BE EXTENDED, EXISTING PAVEMENT SHALL BE SAWCUT. STANDARD DRAWINGS. PONDING AND JETTING WILL BE PERMITTED ONLY IF A MAINTENANCE BOND IN THE AMOUNT OF
<br />3. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY SIGNS FOR ALL REGULATORY TRAFFIC SIGNS REMOVEDTWENTY PERCENT (20%) OF THE ENGINEER'S ESTIMATE WITH A CORPORATE SURETY APPROVED SUCH A BOND SHALL BE PROVIDED BEFORE FINAL ACCEPTANCE BY THE COUNTY IS V) �
<br />PROVIDED. NCE OF THE PROJECT BY THE COUNTY AND SHALL W W 0
<br />DURING THE COURSE OF CONSTRUCTION. GUARANTEE THE REPAIR OF ALL DAMAGES DUE TO FAULTY MATERIALS OR WORKMANSHIP PROVIDED OR DONE BY THE
<br />4. THE CONTRACTOR SHALL PROVIDE OWN CONSTRUCTION WATER. CONTRACTOR. THE GUARANTEE SHALL REMAIN IN EFFECT FOR A PERIOD OF THREE (3) YEARS AFTER THE DATE OF FINAL V (' Z
<br />5. CONTRACTOR SHALL PROVIDE DUST CONTROL MEASURES AT ALL TIMES DURING CONSTRUCTION AS PER SECTION 10 ACCEPTANCE OF THE PROJECT BY THE COUNTY OR BOARD OF SUPERVISORS.
<br />OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA PER SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC J iV LJ
<br />WORKS REQUIREMENTS. SECTION 22 FINISHING ROADWAY. --FINISHING ROADWAY SHALL CONFORM TO THE REQUIREMENTS IN SECTION 22, 0 � ! f1
<br />"FINISHING ROADWAY," OF THE STANDARD SPECIFICATIONS. WV
<br />. CONTRACTOR
<br />TOR A w M
<br />1. CONTRACTOR AGREES TO ASSUME. SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS DURING THE SECTION 26 ALTERNATE A AGGREGATE BASE —AGGREGATE BASE SHALL CONFORM TO THE REQUIREMENTS IN SECTION 26, J
<br />COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THIS "AGGREGATE BASES," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. AGGREGATE BASE SHALL BE
<br />REQUIREMENT SHALL APPLY CONTINUOSLY AND NOT BE LIMITED TO . NORMAL WORKING HOURS; AND THAT THE CLASS 2. THE COMBINED AGGREGATE SHALL CONFORM TO THE GRADING SPECIFIED FOR THE 3/4 -INCH MAXIMUM
<br />CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS, THE COUNTY OF SAN JOAQUIN, ITS ELECTED AGGREGATE. THE R -VALUE REQUIREMENT MAY BE WAIVED, PROVIDING THE AGGREGATE BASE COMFORMS TO THE SPECIFIED Design
<br />OFFICIALS, OFFICERS, EMPLOYEES, AND AGENTS FROM ANY AND ALL CLAIMS, COSTS OF LITIGATION, DAMAGES, AND GRADING AND DURABILITY AND HAS A SAND EQUIVALENT VALUE OF 33 OR MORE. DMA
<br />ATTORNEY'S FEES, FOR PERSONAL INJURY OR PROPERTY DAMAGE OF WHATEVER NATURE WHICH ARE CLAIMED TO
<br />HAVE OCCURRED DURING THE TERM OF THIS PROJECT. Check
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<br />2. ANY CHANGES TO THE APPROVED IMPROVEMENT PLANS AND SPECIFICATIONS MUST BE PREPARED AND CERTIFIED BY Date
<br />THE "ENGINEER", AND SHALL BE SUBMITTED TO THE DIRECTOR OF PUBLIC WORKS FOR APPROVAL PRIOR TO 06/27/06
<br />IMPLEMENTATION.
<br />3. ALL TRAFFIC SIGNS AND MARKINGS SHALL CONFORM THE TO "MANUAL ON UNIFORM TRAFFIC CONTROL � DEVICES* Scale
<br />D), AND THE MUTCD CALIFORNIA SUPPLEMENT AND SAN JOAQUIN COUNTY STANDARDS AND AS SHOWN ON THE
<br />PLANS. AS SHOWN
<br />SECTION 3-4 GUARANTEE. --THE COMPLETED PROJECT, INCLUDING ALL WORK MATERIALS, DEVICES AND EQUIPMENT,
<br />SHALL BE GUARANTEED BY THE DEVELOPER AGAINST FAULTY WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR Original Drawing Scale
<br />AFTER FINAL ACCEPTANCE BY THE DIRECTOR OF PUBLIC WORKS. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL 0
<br />REPAIR AND/OR REPLACEMENTS INCLUDING ALL LABOR, MATERIALS, EQUIPMENT, DEVICES, PLANT AND OTHER ITEMS OF 1 1
<br />WORK NECESSARY. TO SECURE THIS GUARANTEE, A BOND OR OTHER SECURITY SHALL BE PROVIDED IN THE AMOUNT OF LL.Ld LL1J
<br />1009: (DEPARTMENT OF PUBLIC WORKS DETERMINES IF 1100% PEERFORMANCE CAN BE REDUCED TO 20111 OF THE VALUE Sheet Numoer
<br />OF WORK ESTIMATED BY THE ENGINEER. SAID BOND SHALL CONTINUE IN FULL FORCE AND EFFECT FOR A PERIOD OF
<br />ONE YEAR FROM THE DATE OF THE FORMAL ACCEPTANCE OF THE WORK BY THE DIRECTOR OF PUBLIC WORKS OR BOARD
<br />OF SUPERVISORS.
<br />Of 10
<br />I Project File No.
<br />05-112
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