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SM 1 Al NEW IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS, AND THE LATEST EDITION OF THE COUNTY OF SAN JOAAUIN STANDARD PLANS AND SPECIFICATIONS AND THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS (WITH EXCEPTION THAT ENGLISH UNITS ARE TO BE USED W PLACE OF METRIC), 2. THE INTENT IS THAT THESE PLANS REQUIRE ALL LAM AND MATERIALS (EXCEPT AS SPECIFIED IN THE SPECIAL PROVISIONS) NECESSARY AND PROPER FOR THE WORK CONTEMPLATED AND THAT THE WORK BE COMPLETED IN ACCORDANCE WiTH THEIR TRUE INTENT AND PURPOSE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY REGARDING ANY DISCREPANCIES AND AMBIGUITIES WHICH MAY EXIST IN THE PLANS OR SPECIFICATIONS E THE PUNS DESCRIBE PORTIONS OF THE WORK IN GENERAL TERMS BUT NOT IN COMPLETE DETAIL, IT IS UNDERSTOOD THAT ONLY THE BEST GENERAL PRACTICE IS TO PREVAIL AND THAT ONLY MATERIALS AND WORKMANSHIP OF THE FIRST QUALITY ARE TO BE USED. 3. THE TYPES, LOCATION, SIZES AND/OR DEPTHS OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON THESE PLANS WERE OBTAINED FROM 'OUTSIDE SOURCES". THE CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL REVEAL. THE TYPES, EXTENT. SIZES, LOCATION, AND DEPTHS OF SUCH UNDERGROUND UTILITIES, STACEY GRIFFITH AND ANTONIO M. CONTI CAN ASSUME NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF ITS DELINEATION OF SUCH UNDERGROUND UTILITIES WHICH MAY BE ENCDUNTERED BUT WHICH ARE NOT SHOWN ON THESE DRAWINGS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING UNOERGROUND UTILITIES AND SHALL CONTACT THE RESPECTIVE UTILITY COMPANIES PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PRESERVATION OF ALL SUCH FACILITIES IN THE AREA OF CONSTRUCTION, AND SHALL NOTIFY CONSTRUCTION (UNDERGROUND SERVICE ALERT 1-800-642-2444). 5. THE CONTRACTOR'S ATTENTION IS DIRECTED TO SECTION 1540 (A)(1) OF THE CONSTRUCTION SAFETY ORDERS (TITLE B CALIFORNIA ADMINISTRATION CODE SECTION 1540), ISSUED BY THE OCCUPATIONAL SAFETY AND HEALTH STANDARDS BOARD PURSUANT TO THE CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ACT OF 1973, AS AMENDED, WHICH STATE: PRIOR TO OPENING AN EXCAVATION, EFFORT SHiLL BE MADE TO DETERMINE WHETHER UNDERGROUND INSTALLATIO N:I.E., SEWER, WATER, FUEL, ELECTRIC LINES, ETC., WILL BE ENCOUNTERED MID, IF SO, WHERE SUCH UNDERGROUND INSTALLATIONS ARE LOCATED. WHEN THE EXCAVATION APPROACHES THE APPROXIMATE LOCATION OF SUCH AN INSTALLATION, THE EXACT LOCATION SHALL BE DETERMINED BY CAREFUL PROBING AND/OR DIGGING; AND WHEN iT IS UNCOVERED, ADEQUATE PROTECTION SHALL BE PROVIDED FROM THE DUSTING INSTALLATION. ALL KNOWN OWNERS OF UNDERGROUND FACILITIES IN THE AREA CONCERNED SHALL BE ADVISED OF PROPOSED WORK AT LEAST 48 HOURS PRIOR TO THE START OF ACTUAL EXCAVATION. 6. CONTRACTOR SHALL. BE RESPONSIBLE FOR COORDINATION OF THE REMOVAL AND/OR RELOCATION OF ALL EXISTING UTILITIES WiTH RESPECTIVE UTILITY COMPANIES. 7. FINAL PAVEMENT WORK STALL NOT OCCUR WITHIN THE ROAD RIGHT-OF-WAY PRIOR TO COMPLETION OF UTILITY RELOCATION WITHOUT SPECIFIC APPROVAL OF THE COUNTY OF SAN JOAQUIN. 8. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT WRITTEN AUTHORIZATION FROM THE OWNERS REPRESENTATIVE. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE SITE AND SURROUNDING AREAS RESULTING FROM OPERATIONS PRIOR TO ACCEPTANCE OF HIS WORK, 10, DURING CONSTRUCTION THE CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF EXISTING FACILITIES. THE CONTRACTOR IS RESPONSIBLE TO REPAIR, TO THE SATISFACTION OF THE COUNTY OF SAN JOAQUIN, ANY FACILITIES DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 11, CONTRACTOR TO REFERENCE AND RESTORE ALL 'RECORDED" EXISTING MONUMENTS AND/OR PROPERTY CORNER REFiIRENCES DESTROYED, REMOVED OR DISTURBED DURING THE COURSE OF CONSTRUCTION 12. DRAINAGE FACILITIES SHALL BE MAINTAINED DURING PERIODS OF INCLEMENT WEATHER AND RESTORED TO THBR ORIGINAL CONDITIONS UPON COMPLETION OF THE WORK. 13. CONTRACTOR SHAT. VERIFY ALL STREET NAMES WITH THE COMMUNITY DEVELOPMENT DEPARTMENT BEFORE ORDERING STREET SIGNS. 14. WHENEVER PAVEMENT IS BROKEN OR CUT IN THE INSTALLATION OF THE WORK COVERED BY THE SPECIFICATIONS, THE PAVEMENT SHALL BE REPLACED, AFTER PROPER BACKFlLUNG, WiTH PAVEMENT MATERIALS EQUAL. TO OR BETTER THAN THE MATERIALS USED IN THE ORIGINAL PAVING. 15. ANY CONSTRUCTION ACTIVITY THAT RESULTS IN THE DISTURBANCE OF AT LEAST ONE (1) ACRE OF SOIL SHALL REQUIRE A STATE NATIONAL. POLLUTANT DISCHARGE ELIMINATION SYSTEM CONSTRUCTION PERMIT. LOT LINE ADJUSTMENT PA -05-038 FOR BEZLEY ROAD & SIERRA VIEW COURT �i nArnil(Z mei irnanue SPECIFICATIONS CONTINUED: ANY IMPROVEMENTS CONSTRUCTED WITHOUT INSPECTION AS PROVIDED ABOVE OR CONSTRUCTED SAN JOAQUIN COUNTY CONTRARY TO THE ORDERS OR INSTRUCTIONS OF THE AUTHORIZED AGENT OF THE DEVELOPER AND DIRECTOR WILL BE DEEMED AS NOT COMPLYING WITH SAN JOAQUIN COUNTY STANDARDS AND SPECIFICATIONS, AND WILL NOT BE ACCEPTED BY SAN JOAQUIN COUNTY FOR MAINTENANCE PURPOSES. THE DEVELOPER WILL HAVE COMPACTION TESTS TAKEN ON ALL LOTS WHERE THE DEPTH OF FILL IS GREATER TWIN SEVEN Q-) INCHES AND WITHIN THE STREETS. RE -TEST THAT ARE THE RESULT OF THE CONTRACTOR'S FAILURE TO COMPACT THESE AREAS AS REQUIRED WILL BE BORNE BY THE CONTRACTOR. THE COUNTY DEPARTMENT OF PUBLIC WORKS WILL PERFORM FIELD INSPECTION FOR THIS PROJECT. THE CML ENGINEER, DIRECTOR AND DEVELOPER, OR THEIR AGENTS, SHALL AT ALL TIMES, HAVE ACCESS TO THE WORK DURING ITS CONSTRUCTION, AND SHALL BE FURNISHED WITH EVERY REASONABLE FACILITY FOR ASCERTAINING THAT THE MATERIALS AND THE WORKMANSHIP ARE IN ACCORDANCE WITH THE REQUIREMENTS AND INTENTIONS OF THESE SPECIFICATIONS, SPECIAL PROVISIONS, AND PLANS. ALL WORK DONE AND ALL MATERIALS FURNISHED SHALL BE SUBJECT TO REVIEW. THE REVIEW OF THE WORK OR MATERIALS SWILL NOT REUEVE THE CONTRACTOR AND DEVELOPER OF ANY OF THEIR OBLIGATIONS TO FULFILL THEIR CONTRACT AS PRESCRIBED. SECTION 3-7 RECORD DRAWINGS. --THE CML ENGINEER SHALL KEEP AN ACCURATE RECORD OF ALL APPROVED DEVIATIONS FROM THE PUNS AND SHALL PROVIDE A COPY OF THESE RECORDS TO THE DIRECTOR UPON COMPLETION OF OF THE WORK. THESE ARE TO BE UDUZED WITH THE INSPECTOR'S PUNS FOR PREPARING A COMPLETE AND ACCURATE SET OF 'RECORD DRAWINGS" FOR THE PERMANENT RECORDS OF THE COUNTY. PREPARATION OF THE 'RECORD DRAWINGS' IS THE RESPONSIBILITY OF THE DEVELOPER AND HIS CML ENGINEER. "RECORD DRAWINGS" SE SHALL BE SUBMITTED TO THE DIRECTOR PRIOR TO ACCEPTANCE OF WORK AS COMPLETE. APPROVED DEVIATIONS SHALL BE RECORDED N RED NK ON THE ORIGINAL APPROVED PLANS, NOT REPRODUCIBLE COPIES. THE ORIGINAL PIANS SHALL NOT BE REMOVED FROM THE DEPARTMENT OF PUBLIC WOW FOR PREPARATION OF 'RECORD DRAWINGS". A WORK AREA WILL BE AVAILABLE FOR MAKING ADDITIONS OR C DRRECTIONS, AS WILL THE 'RECORD DRAWING' STAMP AND PEN WITH RED INK, IF REQUESTED. SECTION 7 ALTERNATE A. MANI*" TRAFFIC.--ATRNiION IS DIRECTED TO SECTIONS 7-1.08, 'PUBLIC CONVENIENCE, "7-1.09, 'PUBLIC SAFETY,- AND AFETY:AND 12, `CONSTRUCTION AREA TRAFFIC CONTROL DEVICES: OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. ONS. CONSTRUCTION AREA TRAFFIC CONTROL DEVICES SHALL BE W ACCORDANCE WITH THE CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND THE CAUFORNIA SUPPLEMENT BY THE CURRENT WORK AREA TRAFFIC CONTROL HANDBOOK. (BUILDING NEWS). THROUGH PUBLIC TRAFFIC SFWl BE PERMITTED TO PASS THROUGH CONSTRUCTION OPERATIONS AT ALL TIMES WITH AS LITTLE INCONVENIENCE AND DELAY AS POSSIBLE. THE CONTRACTOR SHALL FURNISH. ERECT AND MAINTAIN ALL CONSTRUCTION AREA TRAFFIC CONTROL DEVICES WHIN THE PROJECT AND AT ALL PUBLIC ROAD ENTRANCES TO THE PROJECT. SECTION 19 ALTERNATE A EARTHWORK. --EARTHWORK SHALL CONFORM TO THE REQUNBOM N SECTION 19, "EARTHWORK.' OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. ALL RELATIVE COMPACTION REQUIREMENTS OF SECTION 19-5, 'COWACTION; OF THE STANDARD SpECIFIGTIDNS, SHALL BE NOT LESS THAN 90 PERCENT. THE REQUIREMENT OF THE SECOND PARAGRAPH OF SECTION 19-5.03, 'RELATIVE COMPACTION (95 PERCENT), ' OF THE STANDARD SPECIFICATIONS, WILL BE REQUIRED ONLY W THOSE AREAS SHOWN ON THE PLANS - IN LIEU OF THE TOLERANCE SPECIFIED N SECTION 19-1.038, "GRADE TOLERANCE,' OF THE STANDARD SPECIFICATIONS. THE SURFACE OF THE GRADING PLANE SHALL NOT BE MORE THIN 0.05 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. BEFORE GRADE IS APPROVED BY THE COUNTY, ALL EARTHWORK (INCLUDING DRIVEWAYS AND SLOPES) SHALL BE COMPACTED TO GRADE. UNLESS OTHERWISE SHOWN ON THE PAWS, ALL SURPLUS MATERIALS NOT TO BE SALVAGED, STOWLED OR DISPOSED OF AS PROVIDED N SECTION 19-2.06, 'SURPLUS MATERIAL.' OF THE STANDARD SPECIFICATIONS, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND DISPOSED OF AS PROVIDED IN SECTION 7-1.13, 'DISPOSAL OF MATERIAL OUTSIDE THE HIGHWAY RIGHT OF WAY; OF THE STANDARD SPECIFICATIONS. UNLESS OTHERWISE SHOWN ON THE PLANS, THE EXISTING PAVEMENT, WHEN USED AS EMBANKMENT, SHALL BE BROKEN UP INTO PIECES NOT LARGER THAN 0.33 FOOT W GREATEST DIMENSION. SECTION 19 ALTERNATE C EARTHWORK (STRUCTURE EXCAVATION & BACKFILL). --STRUCTURE EXCAVATION AND BACKFILL SHALL CONFORM TO THE REQUIREMENTS IN SECTION 19-3. "STRUCTURE EXCAVATION AND BACKFILL: OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. ALL REFERENCES TO CULVERT EXCAVATION AND CULVERT BACKFILL ON THE PLANS SHALL BE DEEMED TO MEAN STRUCTURE EXCAVATION AND STRUCTURE BACKFILL. RESPECTIVELY. N THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. STRUCTURE BACKFILL WHICH IS OUTSIDE OF THE PAVED PORTIONS OF THE ROADWAY, UNLESS OTHERWISE SPECIFIED ON THE PLANS, SHILL BE NATIVE MATERIAL SELECTED FOR ITS RESISTANCE TO EROSION. COMPACTION REQUIREMENTS: UNLESS OTHERWISE SHOWN ON THE PUNS, THE COMPACTION REQUIREMENTS WITHIN THE LIMITS OF STRUCTURE EXCAVATION FOR PIPES AND ARCHES SHALL BE AS SHOWN ON STANDARD DRAWINGS. PERMITTED ONLY IF A MAINTENANCE BOND IN THE AMOUNT OF TWENTY PERCENT (20X) OF THE ENGINEFW'S BENCHIL 4ARK DESCRIPTION: SAN JOAQUIN COUNTY BENCHMARK NO. ML -9.7 ELEVATION: 102.96 BASIS OF BEARINGS• THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EAST LINE OF THE NORTHEAST QUARTER OF SECTION 22 WHICH BEARS NORTH SOUTH PER R.S. 34-183 9CIF1c`ATIONS COTiNUED: IN ADDITION TO THE ROLLING REQUIRIEAM OF SECTION 39-6.03, "COMPACTING: OF THE STANDARD SPECIFICATIONS. THE MATERIAL SHALL BE ROILED UNTIL R REACHES A MINIMUM OF 95% RELATIVE COMPACTION, BASED ON STABILOMEIER BRIQUET DENSITY. BEFORE PLACING ASPHALT CONCRETE BASE SHALL BE NO HIGHER THAN 150' F. THE FINISHED SURFACE OF ASPHALT CONCRETE BASE SHALL NOT VARY MORE THAN 0.05 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER AFTER THE MATERIAL LUIS REACHED A TEMPERATURE OF 150' F. CTION 39 ALTERNATE E LIQUID ASPHALT (PRIME COAT).--UQUID ASPHALT (PRIME COAT) SHALL CONFORM TO THE REQUIREMENTS IN SECTIONS 39, "ASPHALT CONCRETE," AND 93, 'LQUID ASPHALT,' OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 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 IN ONE APPLICATION. THE GRADE AND EXACT RATE OF APPLICATION WILL BE DETERMINED BY 111E ENGINEER AND THE DIRECTOR. UQUD ASPHALT SHALL NOT BE APPLIED WHEN THE ATMOSPHERIC TEMPERATURE IS BELOW 50' F. AT LOCATIONS WHERE PUBLIC TRAFFIC 15 BEING ROUTED OVER THE ROADBED TO BE TREATED, THE PRIME COAT SHALL L NOT BE APPLIED TO MORE THAN 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 PUBLIC TRAFFIC UNTIL THE TREATMENT FIRST APPLIED IS READY FOR USE BY PUBLIC TRAFFIC. UQUID ASPHALT SHALL NOT BE APPLIED UNTIL A MINIMUM OF 24 HOURS AFTER THE COUNTY HAS ACCEPTED THE AGGREGATE BASE FOR SURFACE TOLERANCES AND COMPACTION REQUIREMENTS. CTION 3-4 GUARANTEE. --THE COMPLETED PROJECT, INCLUDING ALL WORK MATERIALS, DEVICES AND EQUIPMENT, SHALL BE GUARANTEED BY THE DEVELOPER AGAINST FAULTY WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE BY THE BOARD OF SUPERVISORS. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL REPAIR AND/OR REPLACEMENTS INCLUDING ALL LABOR, MATERIALS, EQUIPMENT, DEVICES, PLANT AND OTHER ITEMS OF WORK NECESSARY. TO SECURE THIS GUARANTEE, A BOND OR OTHER SECURITY SHALL BE PROVIDED IN THE AMOUNT OF 20X OF THE VALUE OF WORK ESTIMATED BY THE ENGINEER. SAID BOND SHALL CONTINUE IN FULL FORCE AND EFFECT FOR A PERIOD OF ONE YEAR FROM THE DATE OF THE FORMAL ACCEPTANCE OF THE WORK BY THE BOARD OF SUPERVISORS. SECTI 3-6 FINAL REVIEW. --UPON COMPLETION OF ANY IMPROVEMENTS WHICH ARE CONSTRUCTED UNDER AND IN CONFORMANCE WITH THESE STANDARDS AND SPECIFICATIONS, AND PRIOR TO REQUESTING FINAL INSPECTION, THE AREA SHALL BE THOROUGHLY CLEANED OF ALL RUBBISH, EXCESS MATERIAL AND EQUIPMENT; AND ALL PORTIONS OF THE WORK SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION, SATISFACTORY TO THE DIRECTOR AND THE DEVELOPER. SECTION 10 DUST CONTROL. --DUST CONTROL SHALL CONFORM TO THE REQUIREMENTS IN SECTION 10, "DUST CONTROL,' OF THE STANDARD SPECIFICATIONS. SECTION 16 ALTERNATE A CLEARING AND GRUBBING. —CLEARING AND GRUBBING SHALL CONFORM TO THE REQUIREMENTS IN SECTION i6, `CLEARING AND GRUBBING; OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. TREE BRANCHES EXTENDING OVER THE ROADWAY PAVEMENT AND WHICH HANG WITHIN 15 FEET OF FINISHED GRADE SHALL BE CUT OFF IN A WORKMANUKE MANNER. BURNING WILL BE ALLOWED WHEN PERMITTED BY THE SAN JOAQUIN VALLEY UNIFIED AIR POLLUTION CONTROL DISTRICT. R/W 1 50' CONSTRUCTION NOTES: PONDING AND JTiWILL ITE SURETY APPROVED BY THE COUNTY IS PROVIDED. SUCH A BOND SHALL BE PROVIDED BEFORE FINAL ACCEPTANCE 1. THE CENTERUNE STATIONING SHOWN IS FOR REFERENCE ONLY. ESTIMATE WHIN AA CORPORATE OF THE PROJECT BY THE COUNTY AND SWILL GUARANTEE THE REPAIR OF ALL DAMAGES DUE TO FAULTY MATERIALS OR WORKMANSHIP PROVIDED 3. THE CONTRACTOR SHALL LAYOUT IMPROVEMENTS FROM THE DIMENSIONS OR DONE BY THE CONTRACTOR, THE GUARANTEE STALL REMAIN IN EFFECT FOR A PERIOD OF THREE (3) YEARS AFTER THE DATE OF FINAL STA. 10+00 TO 20+14.4 SHOWN ON THE PLANS. ANY CLARIFICATION ON CONFLICTS, ACCEPTANCE OF THE PROJECT BY THE COUNTY OR BOARD OF SUPERVISORS. UTILITY POLE DISCREPANCIES OR AMBIGUITIES SHOULD BE DIRECTED TO THE DESIGN ENGINEER PRIOR TO THE CONSTRUCTION OF THE SECTION 22 FINISHING ROADWAY. --FINISHING ROADWAY SK4 CONFORM TO THE REQUIREMENTS W SECTION 22, 'FINISHING ROADWAY,' OF THE STANDARD EROSION AND SEDIMENT IMPROVEMENTS.SPECIFICATIONS. CONTROL PUN 2. WHERE PAVEMENT IS TO BE EXTENDED, EXISTING PAVEMENT SHALL BE SAWCUT. SECTION 23 ORNEWAYS.--ATTENTION IS DIRECTED TO THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 3. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY SIGNS FOR ALL PAVED DRIVEWAYS AND FRONTAGES SHALL BE SLOPED TO DRAIN' REGULATORY TRAFFIC SIGNS REMOVED DURING THE COURSE OF CONSTRUCTION. SECTION 26 ALTERNATE A 4. THE CONTRACTOR SHALL PROVIDE OWN CONSTRUCTION WATER. AGGREGATE BASE. --AGGREGATE BASE SHALL CONFORM TO THE REQUIREMENTS IN SECTION 26, 'AGGREGATE BASES; OF THE STANDARD 5. CONTRACTOR SHALL PROVIDE DUST CONTROL MEASURES AT ALL TIMES DURING SPECIFICATIONS AND THESE SPECIAL PROVISIONS. CONSTRUCTION AS PER SECTION 10 OF THE STANDARD SPECIFICATIONS OF THE AGGREGATE BASE SHALL BE CLASS 2. U02 STATE OF CALIFORNIA PER, SAW JOAQUIN COUNTY DEPARTMENT OF PUBLIC - THE COMBINED AGGREGATE SHALL CONFORM TO THE GRADING SPECIFIED FOR THE 3/4 -INCH MAXIMUM AGGREGATE. WORKS REQUIREMENTS. THE R -VALUE REQUIREMENT MAY BE WAIVED, PROVIDING THE AGGREGATE BASE COMFORMS TO THE SPECIFIED GRADING AND SPECIFICATIONS: DURABILITY AND HAS A SAND EQUIVALENT VALUE OF 33 OR MORE 1. CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY SECTION 39 ALTERNATE 6 CONCRETE.' ASPHALT CONCRETE BASE. --ASPHALT CONCRETE BASE SHALL CONFORM TO THE REQUIREMENTS W SECTION 39,'ASPHALT FOR JOBSfTE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL. PROVISIONS. THIS PROJECT, INCLUDING SAFELY OF ALL PERSONS AND PROPERTY; ASPHALT CONCRETE BASE SHALL BE TYPE `B"' THIS REQUIREMENT SHALL APPLY CONTINUOSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND. AGGREGATE FOR 3/4' MAXIMUM MEDIUM GRADATION ASPHALT CONCRETE MAY BE USED W LIEU OF AGGREGATE FOR ASPHALT CONCRETE BASE INDEMNIFY AND HOLD HARMLESS, THE COUNTY OF SAN JOAQUIN. iTS THE AMOUNT OF ASPHALT BINDER TO BE MIXED WiTH THE AGGREGATE SHALL BE BEiWEEN 5% AND 7% BY WEIGHT OF THE DRY AGGREGATE ELECTED OFFICIALS, OFFICERS, EMPLYEES, AND AGENTS FROM ANY AND THE EXACT AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE AGGREGATE WILL DETERMINED BY THE ENGINEER AND DIRECTOR. THE AR ALL CLAIMS, COSTS OF LITIGATION, DAMAGES, AND ATTORNEYS FEES, VISCOSITY GRADE OF THE ASPHALT BINDER SHALL BE 4,000 UNLESS OTHERWISE SHOWN ON THE PLANS. THE PROVISIONS OF PARAGRAPHS 5 FOR PERSONAL INJURY OR PROPERTY DAMAGE OF WHATEVER NATURE THROUGH 8 OF SECTION 39-3.03, 'PROPORTIONING; OF THE STANDARD SPECIFICATIONS, SHALL NOT APPLY TO THIS PROJECT. WHICH ARE CLAIMED TO HAVE OCCURRED DURING THE TERM OF THIS WHEN THE ASPHALT CONCRETE BASE IS TO BE PRODUCED W A BATCH PLANT, THE ASPHALT CONCRETE BASE SHAT BE PROPORTIONED AND 2. PROJECT. ANY CHANGES TO THE APPROVED IMPROVEMENT PLANS AND SPECIFICATIONS 'ENGINEER", MUST BE PREPARED AND CERTIFIED BY THE 'NEER", AND SHALL BE SUBMITTED MIXED BY THE AUTOMATIC METHOD. WHEN ASPHALT CONCRETE BASE IS TO BE PLACED ON EXISTING SURFACING, THE ENTIRE SURFACE SHALL 8E CLEANED BY SCRAPING WITH A METAL TO THE DIRECTOR OF PUBLIC WORKS FOR APPROVAL PRIOR TO IMPLEMENTATION. 'MANUAL D BINDER (TACK LESS(AN 5�L N AENGLT�Hf AND AALRATEHE LOOSE RMATERIAL LY 0.05 GALLON PER SQUARE YARD, UNLESS OTHERWISE SHOWN ON 3. ALL TRAFFIC SIGNS AND MARKINGS SHALL CONFORM THE ON UNIFORM TRAFFIC CONT pL DEVICES' THE CALIFORNIA SUPPLEMENT TO THE MUTCD STANDARdS AND AS SHOWN ON THE PAWS. THE PLANS. CONCRETE BASE SHALL BE SPREAD WiTH EQUIPMENT THAT WILL PROVIDE A UNIFORM LAYER. EQUIPMENT WHICH REQUIRE DRIFTING, AND SAN JOAQUIN COU THE ASPHALT SPOTTING OR OTHERWISE SHIFTING THE MATERIAL OR WHICH CAUSES SEGREGATION OF THE MATERIAL SHALL NOT BE USED. SECTION 3-5 INSPECTION DURING CONSTRUCTION.-- ANY IMPROVEMENTS CONSTRUCTED TO THESE ASPHALT CONCRETE BASE SHALL BE PLACED IN LAYERS NOT TO EXCEED 0.5 FOOT IN COMPACTED THICKNESS. THE LAYER PLACED ON THE SPECIFICATIONS AND WHICH IT S INTENDED THAT THE COUNTY WILL ASSUME MAINTENANCE BASEMENT MATERIAL STALL HAVE A MINIMUM THICKNESS OF 0.3 FOOT AFTER COMPACTION, UNLESS OTHERWISE DESIGNATED ON THE PLANS. RESPONSIBILITY. MUST BE INSPECTED WRING CONSTRUCTION BY AN AUTHORIZED AGENT OF THE DEVELOPER AND DIRECTOR. EACH PHASE OF CONSTRUCTION MUST BE INSPECTED AND APPROVED PRIOR TO PROCEEDING TO THE SUBSEQUENT PHASES. ,.cHWAY 12 N ®�® PROJECT SITE VICINITY IW4W NOT TO SCALE R/W F 25' I 25' _ 7' 6' 12' 12 MUM J 7 STREET SECTION NTS CUT 1,500 Cu.Yd. ' 1 7' 8% COMPACTED NATIVE TO 95X R.C. 1' Min. R: 43 T.I.: 3.5 SHEET INDEX 1. TiTLE SHEET 2. SiTE PLAN 3. PUN & PROFILE SIERRA VIEW COURT MAPS AND PLATS STA. 10+00 TO 20+14.4 4. PUN do PROFILE BEZLEY RD. UTILITY POLE STA. 10+00 TO 15+66.8 5. EROSION AND SEDIMENT SAN JOAQUIN COUNTY STANDARD CONTROL PUN 6. EROSION AND SEDIMENT CONTROL DETAILS 7. CROSS SECTIONS R/W F 25' I 25' _ 7' 6' 12' 12 MUM J 7 STREET SECTION NTS CUT 1,500 Cu.Yd. ' 1 7' 8% COMPACTED NATIVE TO 95X R.C. 1' Min. R: 43 T.I.: 3.5 COUNTY OF SAN JOAQUIN DEPARTMENT OF PUBLIC WORKS APPROVED: f'/l at 4_ n SENIOR CIVIL ENGINEER RCE NO. ¢6 5-3 DIRECTOR OF PUBLIC WORKS COUNTY OF SAN JOAQUIN I Z/S/Os DATE EXP DATE: 613010 % DATE NO. 62009 EXP. 9/30/2007 U LEGEND: Z P.U.E. PUBLIC UTILITY EASEMENT M. & P. MAPS AND PLATS SA.C.R. SAN JOAQUIN COUNTY RECORDS 0 UTILITY POLE -p- UTILITY POLE UNE S.J.C. STD. DWG. SAN JOAQUIN COUNTY STANDARD a DRAWING NUMBER COUNTY OF SAN JOAQUIN DEPARTMENT OF PUBLIC WORKS APPROVED: f'/l at 4_ n SENIOR CIVIL ENGINEER RCE NO. ¢6 5-3 DIRECTOR OF PUBLIC WORKS COUNTY OF SAN JOAQUIN I Z/S/Os DATE EXP DATE: 613010 % DATE NO. 62009 EXP. 9/30/2007 U Z Q U NQD U u� 0CL ? a In Z 3" y� W O 00 1- Z w m -n z U02 W 2 N°' 00 M Z 0 LU U-) W O J I U C_ (V V_ Z � H Q I" N W Z Li! J � H 01 o to J 00 T Design DMA Check AMC LLL W 2 N W I - Date 11/15/05 Scale AS SHOWN Original Drawing Scale TLL1. J Sheet Number 1 Of 7 Project File No. 05-050