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<br />NOTES_
<br />1. ALL NEW IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF
<br />THESE PLANS AND SPECIFICATIONS, AND THE LATEST EDITION OF THE COUNTY OF
<br />SAN JOAQUIN STANDARD PLANS AND SPECIFICATIONS AND THE STATE OF
<br />CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS (WITH
<br />EXCEPTION THAT ENGLISH UNITS ARE TO BE USED IN PLACE OF METRIC).
<br />2. THE INTENT IS THAT THESE PLANS REQUIRE ALL LABOR AND
<br />MATERIALS (EXCEPT AS SPECIFIED IN THE SPECIAL PROVISIONS)
<br />NECESSARY AND PROPER FOR THE WORK CONTEMPLATED AND THAT THE WORK
<br />BE COMPLETED IN ACCORDANCE WITH THEIR TRUE INTENT AND PURPOSE.
<br />THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY REGARDING
<br />ANY DISCREPANCIES AND AMBIGUITIES WHICH MAY EXIST IN THE PLANS OR
<br />SPECIFICATIONS IF THE PLANS DESCRIBE PORTIONS OF THE WORK IN
<br />GENERAL TERMS BUT NOT IN COMPLETE DETAIL, IT IS UNDERSTOOD THAT
<br />ONLY THE BEST GENERAL PRACTICE IS TO PREVAIL AND THAT ONLY
<br />MATERIALS AND WORKMANSHIP OF THE FIRST QUALITY ARE TO BE USED.
<br />3. THE TYPES, LOCATION, SIZES AND/OR DEPTHS OF EXISTING
<br />UNDERGROUND UTILITIES AS SHOWN ON THESE PLANS WERE OBTAINED FROM
<br />"OUTSIDE SOURCES'. THE CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL
<br />EXCAVATION WILL REVEAL THE TYPES, EXTENT, SIZES, LOCATION, AND
<br />DEPTHS OF SUCH UNDERGROUND UTILITIES, STACEY GRIFFITH AND ANTONIO M. CONTI
<br />CAN ASSUME NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF
<br />ITS DELINEATION OF SUCH UNDERGROUND UTIUTIES WHICH MAY BE ENCOUNTERED
<br />BUT WHICH ARE NOT SHOWN ON THESE DRAWINGS.
<br />4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
<br />LOCATION OF ALL EXISTING UNDERGROUND UTILITIES AND SHALL CONTACT
<br />THE RESPECTIVE UTILITY COMPANIES PRIOR TO COMMENCEMENT OF WORK,
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PRESERVATION
<br />OF ALL SUCH FACILITIES IN THE AREA OF CONSTRUCTION, AND SHALL NOTIFY
<br />CONSTRUCTION (UNDERGROUND SERVICE ALERT 1-800-642--2444),
<br />5. THE CONTRACTOR'S ATTENTION IS DIRECTED TO SECTION 1540
<br />(A)(1) OF THE CONSTRUCTION SAFETY ORDERS (TITLE 8 CALIFORNIA
<br />ADMINISTRATION CODE SECTION 1540), ISSUED BY THE OCCUPATIONAL
<br />SAFETY AND HEALTH STANDARDS BOARD PURSUANT TO THE CALIFORNIA
<br />OCCUPATIONAL SAFETY AND HEALTH ACT OF 1973, AS AMENDED, WHICH
<br />STATE:
<br />PRIOR TO OPENING AN EXCAVATION, EFFORT SHALL BE MADE TO
<br />DETERMINE WHETHER UNDERGROUND INSTALLATION:I.E., SEWER,
<br />WATER, FUEL, ELECTRIC LINES, ETC., WILL BE ENCOUNTERED AND, IF
<br />SO, WHERE SUCH UNDERGROUND INSTALLATIONS ARE LOCATED. WHEN THE
<br />EXCAVATION APPROACHES THE APPROXIMATE LOCATION OF SUCH AN
<br />INSTALLATION, THE EXACT LOCATION SHALL BE DETERMINED BY
<br />CAREFUL PROBING AND/OR DIGGING; AND WHEN IT IS UNCOVERED,
<br />ADEQUATE PROTECTION SHALL BE PROVIDED FROM THE EXISTING
<br />INSTALLATION. ALL KNOWN OWNERS OF UNDERGROUND FACILITIES IN
<br />THE AREA CONCERNED SHALL BE ADVISED OF PROPOSED WORK AT LEAST
<br />48 HOURS PRIOR TO THE START OF ACTUAL EXCAVATION.
<br />6. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF THE
<br />REMOVAL AND/OR RELOCATION OF ALL EXISTING UTILITIES WITH
<br />RESPECTIVE UTILITY COMPANIES.
<br />7. FINAL PAVEMENT WORK SHALL NOT OCCUR WITHIN THE ROAD RIGHT-OF-WAY
<br />PRIOR TO COMPLETION OF UTILITY RELOCATION WITHOUT SPECIFIC
<br />APPROVAL OF THE COUNTY OF SAN JOAQUIN.
<br />8. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD
<br />CHANGES MADE WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER'S
<br />REPRESENTATIVE.
<br />9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE SITE AND
<br />SURROUNDING AREAS RESULTING FROM OPERATIONS PRIOR TO ACCEPTANCE OF HIS WORK,
<br />10. DURING CONSTRUCTION THE CONTRACTOR SHALL MAINTAIN THE
<br />INTEGRITY OF EXISTING FACILITIES. THE CONTRACTOR IS RESPONSIBLE
<br />TO REPAIR, TO THE SATISFACTION OF THE COUNTY OF SAN JOAQUIN, ANY
<br />FACILITIES DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.
<br />11, CONTRACTOR TO REFERENCE AND RESTORE ALL "RECORDED" EXISTING
<br />MONUMENTS AND/OR PROPERTY CORNER REFERENCES DESTROYED, REMOVED OR
<br />DISTURBED DURING THE COURSE OF CONSTRUCTION
<br />12. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB
<br />SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,
<br />INCLUDING SAFETY FOR ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT S
<br />SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS
<br />AND THAT CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNERS,
<br />SAN JOAQUIN COUNTY AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,
<br />REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON
<br />THIS PROJECT.
<br />13. ANY CHANGES TO THE APPROVED IMPROVEMENT PLANS AND SPECIFICATIONS
<br />MUST BE PREPARED AND CERTIFIED BY THE "ENGINEER", AND SHALL BE SUBMITTED S
<br />TO THE DIRECTOR OF PUBLIC WORKS FOR APPROVAL PRIOR TO IMPLEMENTATION.
<br />14, ALL TRAFFIC SIGNS AND MARKINGS SHALL CONFORM THE "MANUAL ON UNIFORM TRAFFIC
<br />CONTROL DEVICES", CALTRANS TRAFFIC MANUAL AND S.J. COUNTY STANDARDS AND AS
<br />SHOWN ON THE PLANS.
<br />15, DRAINAGE FACILITIES SHALL BE MAINTAINED DURING PERIODS OF INCLEMENT WEATHER AND
<br />RESTORED TO THEIR ORIGINAL CONDITIONS UPON COMPLETION OF THE WORK.
<br />16. CONTRACTOR SHALL VERIFY ALL STREET NAMES WITH THE COMMUNITY DEVELOPMENT
<br />DEPARTMENT BEFORE ORDERING STREET SIGNS,
<br />17. WHENEVER PAVEMENT IS BROKEN OR CUT IN THE INSTALLATION OF THE WORK COVERED BY
<br />THE SPECIFICATIONS, THE PAVEMENT SHALL BE REPLACED, AFTER PROPER BACKFILLING,
<br />WITH PAVEMENT MATERIALS EQUAL TO OR BETTER THAN THE MATERIALS USED IN THE
<br />ORIGINAL PAVING.
<br />18. ANY CONSTRUCTION ACTIVITY THAT RESULTS IN THE DISTURBANCE OF AT LEAST ONE (1) ACRE
<br />OF SOIL SHALL REQUIRE A STATE NPDES CONSTRUCTION PERMIT.
<br />CONSTRUCTION NOTES:
<br />1. THE CENTERLINE STATIONING SHOWN IS FOR REFERENCE ONLY.
<br />THE CONTRACTOR SHALL LAYOUT IMPROVEMENTS FROM THE DIMENSIONS
<br />SHOWN ON THE PLANS. ANY CLARIFICATION ON CONFLICTS,
<br />DISCREPANCIES OR AMBIGUITIES SHOULD BE DIRECTED TO THE
<br />DESIGN ENGINEER PRIOR TO THE CONSTRUCTION OF THE
<br />IMPROVEMENTS.
<br />2. WHERE PAVEMENT IS TO BE EXTENDED, EXISTING PAVEMENT
<br />SHALL BE SAWCUT.
<br />3. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY
<br />SIGNS FOR ALL REGULATORY TRAFFIC SIGNS REMOVED DURING THE COURSE
<br />OF CONSTRUCTION.
<br />4. THE CONTRACTOR SHALL PROVIDE OWN CONSTRUCTION WATER.
<br />5. CONTRACTOR SHALL CLEAR AND GRUB BY DISKING AND THEN
<br />ROUGH GRADE ALL LOTS SMOOTH.
<br />6. CONTRACTOR SHALL PROVIDE DUST CONTROL MEASURES AT ALL TIMES
<br />DURING CONSTRUCTION AS PER SECTION 10 OF THE STANDARD SPECIFICATIONS
<br />OF THE STATE OF CALIFORNIA PER SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC
<br />WORKS REQUIREMENTS,
<br />-BENCHMARK
<br />SAN JOAQUIN COUNTY BRASS CAP SET ON N.E. CONCRETE HEADWALL
<br />LOCATED AT THE INTERSECTIC,N OF DUSTW AND JAHANT ROAD DESIGNATED
<br />AS S J C BM L955 HAVING AN m ENATION OF 74 92' NGVD 29
<br />ROADWAY
<br />IMPROVEMENTS
<br />FOR
<br />GRIFFITH GATE RANCHETTES
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />SPECIFICATIONS: REFER TO MAJOR SUBDIVISION APPLICATION NO. PA --04-251
<br />SECTION 3-4 GUARANTEE
<br />THE COMPLETED PROJECT, INCLUDING ALL WORK, MATERIALS, DEVICES AND EQUIPMENT, SHALL BE GUARANTEED BY THE THE
<br />DEVELOPER AGAINST FAULTY WORKMANSHIP AND MATERIALS OR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE BY THE
<br />DIRECTOR OF PUBLIC WORKS. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL REPAIR AND/OR REPLACEMENTS INCLUDING ALL LABOR,
<br />MATERIALS, EQUIPMENT, DEVICES, PLANT AND OTHER ITEMS OF WORK NECESSARY. TO SECURE THIS GUARANTEE, A BOND OR OTHER
<br />SECURITY SHALL BE PROVIDED IN THE AMOUNT OF 20% OF THE VALUE OF WORK ESTIMATED BY THE ENGINEER. SAID BOND SHALL
<br />CONTINUE IN FULL FORCE AND EFFECT FOR A PERIOD OF ONE YEAR FROM THE DATE OF THE FORMAL ACCEPTANCE OF THE WORK
<br />BY THE DIRECTOR OF PUBLIC WORKS OR BOARD OF SUPERVISORS.
<br />SECTION 3-5 INSPECTION DURING CONSTRUCTION.-- ANY IMPROVEMENTS CONSTRUCTED TO THESE
<br />SPECIFICATIONS AND WHICH IT IS INTENDED THAT THE COUNTY WILL ASSUME MAINTENANCE
<br />RESPONSIBILITY, MUST BE INSPECTED DURING CONSTRUCTION BY AN AUTHORIZED AGENT
<br />OF THE DEVELOPER AND DIRECTOR. EACH PHASE OF CONSTRUCTION MUST BE INSPECTED
<br />AND APPROVED PRIOR TO PROCEEDING TO THE SUBSEQUENT PHASES.
<br />ANY IMPROVEMENTS CONSTRUCTED WITHOUT INSPECTION AS PROVIDED ABOVE OR CONSTRUCTED
<br />CONTRARY TO THE ORDERS OR INSTRUCTIONS OF THE AUTHORIZED AGENT OF THE DEVELOPER
<br />AND DIRECTOR WILL BE DEEMED AS NOT COMPLYING WITH SAN JOAQUIN COUNTY STANDARDS AND
<br />SPECIFICATIONS, AND WILL NOT BE ACCEPTED BY SAN JOAQUIN COUNTY FOR MAINTENANCE
<br />PURPOSES.
<br />THE DEVELOPER WILL HAVE COMPACTION TESTS TAKEN ON ALL LOTS WHERE THE DEPTH OF FILL
<br />IS GREATER THAN SEVEN (7") INCHES AND WITHIN THE STREETS, RE -TEST THAT ARE THE RESULT
<br />OF THE CONTRACTOR'S FAILURE TO COMPACT THESE AREAS AS REQUIRED WILL BE BORNE BY THE
<br />CONTRACTOR.
<br />THE COUNTY DEPARTMENT OF PUBLIC WORKS WILL PERFORM FIELD INSPECTION FOR THIS PROJECT.
<br />THE CIVIL ENGINEER, DIRECTOR AND DEVELOPER, OR THEIR AGENTS, SHALL AT ALL TIMES, HAVE
<br />ACCESS TO THE WORK DURING ITS CONSTRUCTION, AND SHALL BE FURNISHED WITH EVERY REASONABLE
<br />FACILITY FOR ASCERTAINING THAT THE MATERIALS AND THE WORKMANSHIP ARE IN ACCORDANCE WITH
<br />THE REQUIREMENTS AND INTENTIONS OF THESE SPECIFICATIONS, SPECIAL PROVISIONS, AND PLANS. ALL
<br />WORK DONE AND ALL MATERIALS FURNISHED SHALL BE SUBJECT TO REVIEW. THE REVIEW OF THE WORK
<br />OR MATERIALS SHALL NOT RELIEVE THE CONTRACTOR AND DEVELOPER OF ANY OF THEIR OBLIGATIONS TO
<br />FULFILL THEIR CONTRACT AS PRESCRIBED.
<br />SECTION 3-7 RECORD DRAWINGS. --THE CIVIL ENGINEER SHALL KEEP AN ACCURATE RECORD OF ALL APPROVED DEVIATIONS
<br />FROM THE PLANS AND SHALL PROVIDE A COPY OF THESE RECORDS TO THE DIRECTOR UPON COMPLETION OF
<br />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
<br />"RECORD DRAWINGS" IS THE RESPONSIBILITY OF THE DEVELOPER AND HIS CIVIL ENGINEER. "RECORD DRAWINGS"
<br />SHALL BE SUBMITTED TO THE DIRECTOR PRIOR TO ACCEPTANCE OF WORK AS COMPLETE.
<br />APPROVED DEVIATIONS SHALL BE RECORDED IN RED INK ON THE ORIGINAL APPROVED PLANS, NOT REPRODUCIBLE
<br />COPIES. THE ORIGINAL PLANS SHALL NOT BE REMOVED FROM THE DEPARTMENT OF PUBLIC WORKS FOR
<br />PREPARATION OF "RECORD DRAWINGS". A WORK AREA WILL BE AVAILABLE FOR MAKING ADDITIONS OR CORRECTIONS,
<br />AS WILL THE "RECORD DRAWING" STAMP AND PEN WITH RED INK, IF REQUESTED.
<br />SECTION 7 ALTERNATE A.
<br />MAINTAINING TRAFFIC, —ATTENTION IS DIRECTED TO SECTIONS 7-1.08, "PUBLIC CONVENIENCE, "7-1.09, "PUBLIC SAFETY,"
<br />AND 12, "CONSTRUCTION AREA TRAFFIC CONTROL DEVICES," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS.
<br />CONSTRUCTION AREA TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE CURRENT MANUAL OF TRAFFIC CONTROLS
<br />(CALTRANS) AND SUPPLEMENTED BY THE CURRENT WORK AREA TRAFFIC CONTROL HANDBOOK. (BUILDING NEWS).
<br />THROUGH PUBLIC TRAFFIC SHALL BE PERMITTED TO PASS THROUGH CONSTRUCTION OPERATIONS AT ALL TIMES WITH AS LITTLE
<br />INCONVENIENCE AND DELAY AS POSSIBLE.
<br />THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN ALL CONSTRUCTION AREA TRAFFIC CONTROL DEVICES WITHIN THE PROJECT
<br />AND AT ALL PUBLIC ROAD ENTRANCES TO THE PROJECT.
<br />ECTION 16 (ALTERNATE A)
<br />CLEARING AND GRUBBING --CLEARING AND GRUBBING SHALL CONFORM TO THE REQUIREMENTS IN SECTION 16, "CLEARING AND GRUBBING,"
<br />OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS.
<br />TREE BRANCHES EXTENDING OVER THE ROADWAY PAVEMENT AND WHICH HANG WITHIN 15 FEET OF FINISHED GRADE SHALL BE CUT OFF IN A
<br />WORKMANLIKE MANNER.
<br />BURNING WILL BE ALLOWED WHEN PERMITTED BY THE SAN JOAQUIN VALLEY UNIFIED AIR POLLUTION CONTROL DISTRICT.
<br />ECTION 17 WATERING.—WATERING SHALL CONFORM TO THE REQUIREMENTS IN SECTION 17, "WATERING," OF THE STANDARD SPECIFICATIONS AND
<br />THESE SPECIAL PROVISION.
<br />WATER FOR USE ON THIS PROJECT SHALL BE NONPOTABLE WATER UNLESS OTHERWISE APPROVED BY THE COUNTY IN WRITING FOR USE OF
<br />POTABLE WATER AND SHALL BE FURNISHED AND APPLIED AS REQUIRED IN THE SPECIFICATIONS.
<br />THE CONTRACTOR SHALL ADVISE THE COUNTY IN WRITING OF INTENDED SOURCE(S) TO BE USED, PRIOR TO STARTING WORT{ ON THE PROJECT.
<br />NONPOTABLE WATER SUPPLY, TANKS, PIPES AND ANY OTHER CONVEYANCES OF NONPOTABLE WATER SHALL BE CLEARLY AND DISTINCTLY LABELED:
<br />NONPOTABLE WATER
<br />SECTION 19 ALTERNATE A DO NOT DRINK
<br />EARTHWORK. --EARTHWORK SHALL CONFORM TO THE REQUIREMENTS IN SECTION 19, "EARTHWORK." OF THE STANDARD SPECIFICATIONS
<br />AND THESE SPECIAL PROVISIONS.
<br />ALL RELATIVE COMPACTION REQUIREMENTS OF SECTION 19-5, "COMPACTION," OF THE STANDARD SPECIFICATIONS, SHALL BE NOT LESS THAN
<br />90 PERCENT.
<br />THE REQUIREMENT OF THE SECOND PARAGRAPH OF SECTION 19-5.03, "RELATIVE COMPACTION (95 PERCENT), " OF THE STANDARD
<br />SPECIFICATIONS, WILL BE REQUIRED ONLY IN THOSE AREAS SHOWN ON THE PLANS.
<br />IN LIEU OF THE TOLERANCE SPECIFIED IN SECTION 19-1.038, "GRADE TOLERANCE," OF THE STANDARD SPECIFICATIONS, THE SURFACE OF
<br />THE GRADING PLANE SHALL NOT BE MORE THAN 0.05 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER.
<br />BEFORE GRADE IS APPROVED BY THE COUNTY, ALL EARTHWORK (INCLUDING DRIVEWAYS AND SLOPES) SHALL BE COMPACTED TO GRADE.
<br />UNLESS OTHERWISE SHOWN ON THE PLANS, ALL SURPLUS MATERIALS NOT TO BE SALVAGED, STOCKPILED OR DISPOSED OF AS PROVIDED IN
<br />SECTION 19-2.06, "SURPLUS MATERIAL," OF THE STANDARD SPECIFICATIONS, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND DISPOSED
<br />OF AS PROVIDED IN SECTION 7-1,13, "DISPOSAL OF MATERIAL OUTSIDE THE HIGHWAY RIGHT OF WAY," OF THE STANDARD SPECIFICATIONS.
<br />UNLESS OTHERWISE SHOWN ON THE PLANS, THE EXISTING PAVEMENT, WHEN USED AS EMBANKMENT, SHALL BE BROKEN UP INTO PIECES NOT
<br />LARGER THAN 0.33 FOOT IN GREATEST DIMENSION.
<br />SECTION 19 ALTERNATE C
<br />EARTHWORK )STRUCTURE EXCAVATION & BACKFILL) .—STRUCTURE EXCAVATION AND BACKFILL SHALL CONFORM TO THE REQUIREMENTS IN
<br />SECTION 19-3, "STRUCTURE EXCAVATION AND BACKFILL," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS.
<br />ALL REFERENCES TO CULVERT EXCAVATION AND CULVERT BACKFILL ON THE PLANS SHALL BE DEEMED TO MEAN STRUCTURE EXCAVATION AND
<br />STRUCTURE BACKFILL, RESPECTIVELY, IN THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS.
<br />STRUCTURE BACKFILL WHICH IS OUTSIDE OF THE PAVED PORTIONS OF THE ROADWAY, UNLESS OTHERWISE SPECIFIED ON THE PLANS, SHALL BE
<br />NATIVE MATERIAL SELECTED FOR ITS RESISTANCE TO EROSION.
<br />COMPACTION REQUIREMENTS: UNLESS OTHERWISE SHOWN ON THE PLANS, THE COMPACTION REQUIREMENTS WITHIN THE LIMITS OF STRUCTURE
<br />EXCAVATION FOR PIPES AND ARCHES SHALL BE AS SHOWN ON STANDARD DRAWINGS.
<br />PONDING AND JETTING WILL BE PERMITTED ONLY IF A MAINTENANCE BOND IN THE AMOUNT OF TWENTY PERCENT (20%) OF THE ENGINEER'S
<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 />OR DONE BY THE CONTRACTOR. THE GUARANTEE SHALL REMAIN IN EFFECT FOR A PERIOD OF THREE (3) YEARS AFTER THE DATE OF FINAL
<br />ACCEPTANCE OF THE PROJECT BY THE COUNTY OR BOARD OF SUPERVISORS.
<br />SECTION 22 FINISHING ROADWAY. --FINISHING ROADWAY SHALL CONFORM TO THE REQUIREMENTS IN SECTION 22, -FINISHING ROADWAY,° OF THE STANDARD
<br />SPECIFICATIONS.
<br />V.
<br />- COUNTY OF SAN JOAQUIN DEPARTMENT OF PUBLIC WORKS I SFAL
<br />I
<br />SPECIFICATIONS CONT:
<br />SECTION 23 DR NEWAYS. —ATTENTION IS DIRECTED TO THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS.
<br />PAVED DRIVEWAYS AND FRONTAGES SHALL BE SLOPED TO DRAIN.
<br />SECTION 26 ALTERNATE A
<br />AGGREGATE BASE.—AGGREGATE BASE SHALL CONFORM TO THE REQUIREMENTS IN SECTION 26, "AGGREGATE BASES," OF THE STANDARD
<br />SPECIFICATIONS AND THESE SPECIAL PROVISIONS.
<br />AGGREGATE BASE SHALL BE CLASS 2.
<br />THE COMBINED AGGREGATE SHALL CONFORM TO THE GRADING SPECIFIED FOR THE 3/4 -INCH MAXIMUM AGGREGATE.
<br />THE R -VALUE REQUIREMENT MAY BE WAIVED, PROVIDING THE AGGREGATE BASE COMFORMS TO THE SPECIFIED GRADING AND
<br />DURABILITY AND HAS A SAND EQUIVALENT VALUE OF 33 OR MORE.
<br />SECTION 39 ALTERNATE 8
<br />ASPHALT CONCRETE BASE. --ASPHALT CONCRETE BASE SHALL CONFORM TO THE REQUIREMENTS IN SECTION 39, "ASPHALT CONCRETE,"
<br />OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS.
<br />ASPHALT CONCRETE BASE SHALL. BE TYPE "B".
<br />AGGREGATE FOR 3/4" MAXIMUM MEDIUM GRADATION ASPHALT CONCRETE MAY BE USED IN LIEU OF AGGREGATE FOR ASPHALT CONCRETE BASE.
<br />THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE AGGREGATE SHALL BE BETWEEN 5% AND 7% BY WEIGHT OF THE DRY AGGREGATE.
<br />THE EXACT AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE AGGREGATE WILL BE DETERMINED BY THE ENGINEER AND DIRECTOR. THE AR VI P
<br />VISCOSITY GRADE OF THE ASPHALT BINDER SHALL BE 4,000 UNLESS OTHERWISE SHOWN ON THE PLANS. THE PROVISIONS OF PARAGRAPHS 5 NO SCALE
<br />THROUGH 8 OF SECTION 39-3.03, "PROPORTIONING," OF THE STANDARD SPECIFICATIONS, SHALL NOT APPLY TO THIS PROJECT.
<br />WHEN THE ASPHALT CONCRETE BASE IS TO BE PRODUCED IN A BATCH PLANT, THE ASPHALT CONCRETE BASE SHALL BE PROPORTIONED AND
<br />MIXED BY THE AUTOMATIC METHOD.
<br />SHEET INDEX
<br />SHEET NO.
<br />1.
<br />DESCRIPTION
<br />TITLE SHEET
<br />2.
<br />PLAN & PkFILE GRIFFITH GATE LANE
<br />-N-
<br />WT
<br />JAH m
<br />RaO
<br />PLAN & PROFILE GRIFFITH GATE LANE
<br />BRITTANY
<br />STA. 26+50-36+47.13
<br />4.
<br />DETAIL SHEET
<br />LANE
<br />S/TE
<br />m
<br />THE EXACT AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE AGGREGATE WILL BE DETERMINED BY THE ENGINEER AND DIRECTOR. THE AR VI P
<br />VISCOSITY GRADE OF THE ASPHALT BINDER SHALL BE 4,000 UNLESS OTHERWISE SHOWN ON THE PLANS. THE PROVISIONS OF PARAGRAPHS 5 NO SCALE
<br />THROUGH 8 OF SECTION 39-3.03, "PROPORTIONING," OF THE STANDARD SPECIFICATIONS, SHALL NOT APPLY TO THIS PROJECT.
<br />WHEN THE ASPHALT CONCRETE BASE IS TO BE PRODUCED IN A BATCH PLANT, THE ASPHALT CONCRETE BASE SHALL BE PROPORTIONED AND
<br />MIXED BY THE AUTOMATIC METHOD.
<br />SHEET INDEX
<br />SHEET NO.
<br />1.
<br />DESCRIPTION
<br />TITLE SHEET
<br />2.
<br />PLAN & PkFILE GRIFFITH GATE LANE
<br />STA. 10+00-26+50
<br />3.
<br />PLAN & PROFILE GRIFFITH GATE LANE
<br />STA. 26+50-36+47.13
<br />4.
<br />DETAIL SHEET
<br />5.
<br />GRADING PLAN
<br />VYNLN EDGE OF NOTTLE55 CKtlt THAN 5AFEET INOBE LENGTH�AND ALL THE LOOSE MATEINIIJ, IML RIAL REMOVED. LEGEND: SURFACE SWALL BE CLEANED BY SCRAPING WITH A METAL LEGEND:
<br />PAINT BINDER (TACK COAT) SHALL BE APPLIED AT A RATE OF APPROXIMATELY 0.05 GALLON PER SQUARE YARD, UNLESS OTHERWISE SHOWN ON
<br />THE PLANS. P.U.E. PUBLIC UTILITY EASEMENT
<br />THE ASPHALT CONCRETE BASE SHALL BE SPREAD WITH EQUIPMENT THAT WILL PROVIDE A UNIFORM LAYER. EQUIPMENT WHICH REQUIRES DRIFTING, M. & P. MAPS AND PLATS
<br />SPOTTING OR OTHERWISE SHIFTING THE MATERIAL OR WHICH CAUSES SEGREGATION OF THE MATERIAL SHALL NOT BE USED. S.J.C.R. SAN JOAQUIN COUNTY RECORDS
<br />ASPHALT CONCRETE BASE SHALL BE PLACED IN LAYERS NOT TO EXCEED 0.5 FOOT IN COMPACTED THICKNESS. THE LAYER PLACED ON THE a UTILITY POLE
<br />BASEMENT MATERIAL SHALL HAVE A MINIMUM THICKNESS OF 0.3 FOOT AFTER COMPACTION, UNLESS OTHERWISE DESIGNATED ON THE PLANS.
<br />IN ADDITION TO THE ROLLING REQUIREMENTS OF SECTION 39-6.03, "COMPACTING," OF THE STANDARD SPECIFICATIONS, THE MATERIAL SHALL BE P — UTILITY POLE LINE
<br />ROLLED UNTIL R REACHES A MINIMUM OF 95% RELATIVE COMPACTION, BASED ON STABILOMETER BRIQUET DENSITY. S.J.C. STD. DWG. SAN JOAQUIN COUNTY STANDARD
<br />BEFORE PLACING ASPHALT CONCRETE BASE SHALL BE NO HIGHER THAN 150' F. DRAWING NUMBER
<br />THE FINISHED SURFACE OF ASPHALT CONCRETE BASE SHALL NOT VARY MORE THAN 0.05 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE MONUMENT GRATE & COVER TO BE
<br />ENGINEER AFTER THE MATERIAL HAS REACHED A TEMPERATURE OF 150' F. INSTALLED (SEE DETAIL 8 SHEET 4)
<br />SECTION 39 ALTERNATE E
<br />LIQUID ASPHALT (PRIME COAT). --LIQUID ASPHALT (PRIME COAT) SHALL CONFORM TO THE REQUIREMENTS IN SECTIONS 39, "ASPHALT CONCRETE," AND
<br />93, "LIQUID ASPHALT," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS.
<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 />IN ONE APPLICATION. THE GRADE AND EXACT RATE OF APPLICATION WILL BE DETERMINED BY THE ENGINEER AND THE DIRECTOR.
<br />LIQUID ASPHALT SHALL NOT BE APPLIED WHEN THE ATMOSPHERIC TEMPERATURE IS BELOW 50' F.
<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 />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 />PUBLIC TRAFFIC UNTIL THE TREATMENT FIRST APPLIED IS READY FOR USE BY PUBLIC TRAFFIC.
<br />LIQUID ASPHALT SHALL NOT BE APPLIED UNTIL A MINIMUM OF 24 HOURS AFTER THE COUNTY HAS ACCEPTED THE AGGREGATE BASE FOR SURFACE TOLERANCES
<br />AND COMPACTION REQUIREMENTS.
<br />SECTION 56 STREET SIGNS. --ATTENTION IS DIRECTED TO SECTION 56 OF THE STANDARDS SPECIFICATIONS, THE STANDARD DRAWINGS AND THESE SPECIAL PROVISIONS.
<br />A. MATERIALS
<br />THE VARIOUS MATERIALS OR FABRICATIONS THEREOF SHALL CONFORM TO THE FOLLOWING REQUIREMENTS:
<br />1. STREET SIGNS SHALL HAVE A HORIZONTAL DIMENSION OF 24 INCHES, 30 INCHES LONG OR 36 INCHES AND A VERTICAL DIMENSION OF 9 INCHES, DIAMOND GRADE,
<br />2. STREET SIGNS SHALL BE COMPLETELY REFLECTORIZED ON A DOUBLE FACE FLAT BLADE SIGN, SINGLE FACE, BOLT THROUGH (IN RURAL LOCATIONS).
<br />3. STREET SIGN SHALL BE ANODIZED ALUMINUM WITH A THICKNESS OF .080 INCHES.
<br />4. THE LEGEND FOR STREET SIGNS SHALL BE WHITE LETTERS ON A GREEN BACKGROUND.
<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 />SIGN, AN OVERALL MAXIMUM HEIGHT OF 10 FEET AND 30 INCHES EMBEDIMENT IN THE GROUND.
<br />6. POSTS SHALL BE GALVANIZED, EXTRA STRONG, 2 INCHES NOMINAL DIAMETER, 2" SQUARE PERFORATED TUBE AND 12 GAUGE.
<br />B, INSTALLATION
<br />THE INSTALLATION OF STREET SIGNS SHALL CONFORM TO THE FOLLOWING REQUIREMENTS:
<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 />AND DIRECTOR. NO CONCRETE SHALL BE USED,
<br />SECTION 81 MONUMENTS --MONUMENTS SHALL CONFORM TO THE REQUIREMENTS IN SECTION 81, "MONUMENTS,"OF THE STANDARD SPECIFICATIONS, STANDARD
<br />DRAWINGS AND THESE SPECIAL PROVISIONS.
<br />SECTION 84 TRAFFIC STRIPES AND PAVEMENT MARKINGS --TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL CONFORM TO THE REQUIREMENTS IN SECTION B4, "TRAFFIC
<br />STRIPES AND PAVEMENT MARKINGS," OF THE STANDARD SPECIFICATIONS.
<br />SECTION 86 STREET LIGHTS --STREET LIGHTS SHALL CONFORM TO THE REQUIREMENTS IN SECTION 86,"SIGNALS, LIGHTING AND ELECTRICAL SYSTEMS," OF THE STANDARD
<br />SPECIFICATIONS, THE SAN JOAQUIN COUNTY IMPROVEMENT STANDARDS AND STANDARD DRAWINGS.
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<br />UTILITY PROVISIONS:
<br />STREET LIGHTS: CSA NO. 49 (ZONE L1)
<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: LIBERTY FIRE DISTRICT
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<br />_-:0 r �'� �� -� ANTONIO M. CONTI — CIVIL ENGINEER JOB NO. 0400
<br />R t r 1 o DATE er APPROVEDDATE
<br />SENIOR CIVIL ENGINEER m
<br />RC`E NO (v 5-33 EXP DATE: 6�3ole, a No. 62009 _Z P.O. BOX 1396 PHONE (209) 476-0970 oAT E: GATE O1 9/29/{
<br />* EXP. 9/30/2005 WOODBRIDGE, CALIFORNIA 95258 DESIGN SJG
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<br />DATE r r 9rF CIVILFp��(A R.C.E. N0: 62009 DRAWN SJG
<br />DIRECTOR OF PuKTC WORKS 0fi CALF
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<br />COUNTY OF SAN JOAQUIN A. M. CONTI, CIVIL ENGINEER EXP. DATE: 9/3 . 0 05 CHECKED AMC
<br />RANCHETTES
<br />BOOK 32, PAGE 89
<br />TITLE SHEET
<br />GRIFFITH GATE RANGHETTES
<br />SAN JOAQUIN COUNTY, CA
<br />SHEET
<br />OF 5 SHEETS
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