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ROADWAY IMPROVEMENTS FOR TES: 1. BERKELEY WAY 1. ALL NEW IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS, AND THE LATEST EDITION OF THE COUNTY OF SAN JOAQUIN STANDARD PLANS AND SPECIFICATIONS AND THE STATE OF CALIFOEXCEPTION THAT ET GNIA ENSH UNITS AREOT OF TO TOTATIOBEN INR PLACECOFC MEfRIC), S TO C K TO N , CALIFORNIA 2. THE INTENT IS THAT THESE PLANS REQUIRE ALL LABOR AND MATERIALS (EXCEPT AS SPECIFIED IN THE SPECIAL PROVISIONS) SAN JOAQUIN COUNTY 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 PIANS OR BENCHMARK: SPECIFICATIONS IF THE PLANS DESCRIBE PORTIONS OF THE WORK IN GENERAL TERMS BUT NOT IN COMPLETE DETAIL, IT IS UNDERSTOOD THAT SAN JOAQUIN COUNTY BRASS CAP SET ON CONCRETE HEADWALL SPECIFICATIONS CONT: ONLY THE BEST GENERAL PRACTICE IS TO PREVAIL AND THAT ONLY LOCATED 732'3 EAST OF THE INTERSECTION OF VAN ALLEN AND MATERIALS AND WORKMANSHIP OF THE FIRST QUALITY ARE TO BE USED. GAWNE ROADS DESIGNATED AS S.J.Co. BM HG.1-28.5 (RESET) SECTION 39 ALTERNATE B 3. THE TYPES, LOCATION, SIZES AND/OR DEPTHS OF EXISTING HAVING AN ELEVATION = 85.73', NGVD 29. ASPHALT CONCRETE BASE.--ASPHALT CONCRETE BASE SHALL CONFORM TO THE REQUIREMENTS IN SECTION 39, "ASPHALT CONCRETE," UNDERGROUND UTILITIES AS SHOWN ON THESE PLANS WERE OBTAINED FROM OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. "OUTSIDE SOURCES THE CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL ASPHALT CONCRETE BASE SHALL BE TYPE "B EXCAVATION WILL REVEAL THE TYPES, EXTENT, SIZES, LOCATION, AND SPECIFICATIONS: DEPTHS OF SUCH UNDERGROUND UTILITIES, STACEY GRIFFITH AND ANTONIO M. CONTI SECTION 3-5 INSPECTION DURING CONSTRUCTIONANY IMPROVEMENTS CONSTRUCTED TO THESE AGGREGATE FOR 3/4" MAXIMUM MEDIUM GRADATION ASPHALT CONCRETE MAY BE USED IN LIEU OF AGGREGATE FOR ASPHALT CONCRETE BASE. I .-- CAN ASSUME NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE AGGREGATE SHALL BE BETWEEN 5% AND 7% BY WEIGHT OF THE DRY AGGREGATE. ITS DELINEATION OF SUCH UNDERGROUND UTILITIES WHICH MAY BE ENCOUNTERED SPECIFICATIONS AND WHICH IT IS INTENDED THAT THE COUNTY WILL ASSUME MAINTENANCE THE EXACT AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE AGGREGATE WILL BE DETERMINED BY THE ENGINEER AND DIRECTOR. THE AR p p BUT WHICH ARE NOT SHOWN ON THESE DRAWINGS. RESPONSIBILITY, MUST BE INSPECTED DURING CONSTRUCTION BY AN AUTHORIZED AGENT VISCOSITY GRADE OF THE ASPHALT BINDER SHALL BE 4,000 UNLESS OTHERWISE SHOWN ON THE PLANS. THE PROVISIONS OF PARAGRAPHS 5 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE OF THE DEVELOPER AND DIRECTOR. EACH PHASE OF CONSTRUCTION MUST BE INSPECTED THROUGH 8 OF SECTION 39-3.03, "PROPORTIONING," OF THE STANDARD SPECIFICATIONS, SHALL NOT APPLY TO THIS PROJECT. 2 LOCATION OF ALL EXISTING UNDERGROUND UTILITIES AND SHALL CONTACT AND APPROVED PRIOR TO PROCEEDING TO THE SUBSEQUENT PHASES. WHEN THE ASPHALT CONCRETE BASE IS TO BE PRODUCED IN A BATCH PLANT, THE ASPHALT CONCRETE BASE SHALL BE PROPORTIONED AND GAWNE ROAD THE RESPECTIVE UTILITY COMPANIES PRIOR TO COMMENCEMENT OF WORK, ANY IMPROVEMENTS CONSTRUCTED WITHOUT INSPECTION AS PROVIDED ABOVE OR CONSTRUCTED MIXED BY THE AUTOMATIC METHOD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PRESERVATION CONTRARY TO THE ORDERS OR INSTRUCTIONS OF THE AUTHORIZED AGENT OF THE DEVELOPER Q o WHEN ASPHALT CONCRETE BASE IS TO BE PLACED ON EXISTING SURFACING, THE ENTIRE SURFACE SHALL BE CLEANED BY SCRAPING WITH A METAL OF ALL SUCH FACILITIES IN THE AREA OF CONSTRUCTION, AND SHALL NOTIFY AND DIRECTOR WILL BE DEEMED AS NOT COMPLYING WITH SAN JOAQUIN COUNTY STANDARDS AND 's O EDGE OF NOT LESS THAN 5 FEET IN LENGTH AND ALL THE LOOSE MATERIAL REMOVED. CONSTRUCTION (UNDERGROUND SERVICE ALERT 1-800-642-2444), SPECIFICATIONS, AND WILL NOT BE ACCEPTED BY SAN JOAQUIN COUNTY FOR MAINTENANCE PAINT BINDER (TACK COAT) SHALL BE APPLIED AT A RATE OF APPROXIMATELY 0.05 GALLON PER SQUARE YARD, UNLESS OTHERWISE SHOWN ON =o 2 THE PIANS. W SITE 5. THE CONTRACTOR'S ATTENTION IS DIRECTED TO SECTION 1540 PURPOSES 4+ (A)(1) OF THE CONSTRUCTION SAFETY ORDERS (TITLE 8 CALIFORNIA THE DEVELOPER WILL HAVE COMPACTION TESTS TAKEN ON ALL LOTS WHERE THE DEPTH OF FILL Nc ADMINISTRATION CODE SECTION 1540), ISSUED BY THE OCCUPATIONAL IS GREATER THAN SEVEN (7") INCHES AND WITHIN THE STREETS. RE-TEST THAT ARE THE RESULT THE ASPHALT CONCRETE BASE SHALL BE SPREAD WITH EQUIPMENT THAT WILL PROVIDE A UNIFORM LAYER. EQUIPMENT WHICH REQUIRES DRIFTING, Q SAFETY AND HEALTH STANDARDS BOARD PURSUANT TO THE CALIFORNIA OF THE CONTRACTOR'S FAILURE TO COMPACT THESE AREAS AS REQUIRED WILL BE BORNE BY THE SPOTTING OR OTHERWISE SHIFTING THE MATERIAL OR WHICH CAUSES SEGREGATION OF THE MATERIAL SHALL NOT BE USED. OCCUPATIONAL SAFETY AND HEALTH ACT OF 1973, AS AMENDED, WHICHCONTRACTOR. ASPHALT CONCRETE BASE SHALL BE PLACED IN LAYERS NOT TO EXCEED 0.5 FOOT IN COMPACTED THICKNESS. THE LAYER PLACED ON THE x'09 STATE: THE COUNTY DEPARTMENT OF PUBLIC WORKS WILL PERFORM FIELD INSPECTION FOR THIS PROJECT. BASEMENT MATERIAL SHALL HAVE A MINIMUM THICKNESS OF 0.3 FOOT AFTER COMPACTION, UNLESS OTHERWISE DESIGNATED ON THE PLANS. PRIOR IN OPENING AN EXCAVATION, EFFORT SHALL BE MADE TO IN ADDITION TO THE ROLLING REQUIREMENTS OF SECTION 39-6.03, "COMPACTING," OF THE STANDARD SPECIFICATIONS, THE MATERIAL SHALL BE THE CIVIL ENGINEER, DIRECTOR AND DEVELOPER, OR THEIR AGENTS, SHALL AT ALL TIMES, HAVE DETERMINE WHETHER UNDERGROUND WILL E ENCOUNTERED SEWER, ROLLED UNTIL IT REACHES A MINIMUM OF 95% RELATIVE COMPACTION, BASED ON STABILOMETER BRIQUET DENSITY. ACCESS TO THE WORK DURING ITS CONSTRUCTION, AND SHALL BE FURNISHED WITH EVERY REASONABLE WATER, FUEL, ELECTRIC LINES, ETC., WILL BE ENCOUNTERED AND, IF BEFORE PLACING ASPHALT CONCRETE BASE SHALL BE NO HIGHER THAN 159 F. S0, WHERE SUCH UNDERGROUND INSTALLATIONS ARE LOCATED. WHEN THE 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 EXCAVATION APPROACHES THE APPROXIMATE LOCATION OF SUCH AN THE FINISHED SURFACE OF ASPHALT CONCRETE BASE SHALL NOT VARY MORE THAN 0.05 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE INSTALLATION, THE EXACT LOCATION SHALL BE DETERMINED BY WORK DONE AND ALL MATERIALS FURNISHED SHALL BE SUBJECT TO REVIEW. THE REVIEW OF THE WORK ENGINEER AFTER THE MATERIAL HAS REACHED A TEMPERATURE OF 150' F. VICINITY MAP CAREFUL PROBING AND/OR DIGGING; AND WHEN IT IS UNCOVERED, OR MATERIALS SHALL NOT RELIEVE THE CONTRACTOR AND DEVELOPER OF ANY OF THEIR OBLIGATIONS TO NO SCA ADEQUATE PROTECTION SHALL BE PROVIDED FROM THE EXISTING FULFILL THEIR CONTRACT AS PRESCRIBED. SECTION 39 ALTERNATE E INSTALLATION. ALL KNOWN OWNERS OF UNDERGROUND FACILTIES IN LIQUID ASPHALT (PRIME COAT).--LIQUID ASPHALT (PRIME COAT) SHALL CONFORM TO THE REQUIREMENTS IN SECTIONS 39, "ASPHALT CONCRETE,' AND THE AREA CONCERNED SHALL BE ADVISED OF PROPOSED WORK AT LEAST SECTION 3-7 RECORD DRAWINGS.--THE CIVIL ENGINEER SHALL KEEP AN ACCURATE RECORD OF ALL APPROVED DEVIATIONS 93, "LIQUID ASPHALT,' OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS, 48 HOURS PRIOR TO THE START OF ACTUAL EXCAVATION. FROM THE PLANS AND SHALL PROVIDE A COPY OF THESE RECORDS TO THE DIRECTOR UPON COMPLETION OF 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 OF THE WORK. THESE ARE TO BE UTILIZED WITH THE INSPECTOR'S PLANS FOR PREPARING A COMPLETE AND IN ONE APPLICATION. THE GRADE AND EXACT RATE OF APPLICATION WILL BE DETERMINED BY THE ENGINEER AND THE DIRECTOR. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF THE ACCURATE SET OF "RECORD DRAWINGS" FOR THE PERMANENT RECORDS OF THE COUNTY. PREPARATION OF THE LIQUID ASPHALT SHALL NOT BE APPLIED WHEN THE ATMOSPHERIC TEMPERATURE IS BELOW 50' F. REMOVAL AND/OR RELOCATION OF ALL EXISTING UTILITIES WITH "RECORD DRAWINGS" IS THE RESPONSIBILITY OF THE DEVELOPER AND HIS CIVIL ENGINEER. "RECORD DRAWINGS" AT LOCATIONS WHERE PUBLIC TRAFFIC IS BEING ROUTED OVER THE ROADBED TO BE TREATED, THE PRIME COAT SHALL NOT BE APPLIED TO MORE THAN RESPECTIVE UTILITY COMPANIES. SHALL BE SUBMITTED TO THE DIRECTOR PRIOR TO ACCEPTANCE OF WORK AS COMPLETE. 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 SHEET INDEX 7. FINAL PAVEMENT WORK SHALL NOT OCCUR WITHIN THE ROAD RIGHT-OF-WAY PUBLIC TRAFFIC UNTIL THE TREATMENT FIRST APPLIED IS READY FOR USE BY PUBLIC TRAFFIC. PRIOR TO COMPLETION OF UTILITY RELOCATION WITHOUT SPECIFIC APPROVED DEVIATIONS SHALL BE RECORDED IN RED INK ON THE ORIGINAL APPROVED PLANS, NOT REPRODUCIBLE LIQUID ASPHALT SHALL NOT BE APPLIED UNTIL A MINIMUM OF 24 HOURS AFTER THE COUNTY HAS ACCEPTED THE AGGREGATE BASE FOR SURFACE TOLERANCES APPROVAL OF THE COUNTY OF SAN JOAQUIN. COPIES. THE ORIGINAL PLANS SHALL NOT BE REMOVED FROM THE DEPARTMENT OF PUBLIC WORKS FOR AND COMPACTION REQUIREMENTS. SHEE7 NO DESCRIPTIO , 8. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD PREPARATION OF "RECORD DRAWINGS". A WORK AREA WILL BE AVAILABLE FOR MAKING ADDITIONS OR CORRECTIONS, CHANGES MADE WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER'S AS WILL THE "RECORD DRAWING" STAMP AND PEN WITH RED INK, IF REQUESTED. 1. TITLE SHEET REPRESENTATIVE. SECTION 56 STREET SIGNS.--ATTENTION IS DIRECTED TO SECTION 56 OF THE STANDARDS SPECIFICATIONS, THE STANDARD DRAWINGS AND THESE SPECIAL PROVISIONS. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE SITE AND SECTION 7 ALTERNATE A. A. MATERIALS 2. PLAN & PROFILE BERKELEY WAY MAINTAINING TRAFFIC.--ATTENTION IS DIRECTED TO SECTIONS 7-1.08, "PUBLIC CONVENIENCE, '7-1.09, "PUBLIC SAFETY," THE VARIOUS MATERIALS OR FABRICATIONS THEREOF SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: STA. 10+00 TO 21+00 SURROUNDING AREAS RESULTING FROM OPERATIONS PRIOR TO ACCEPTANCE OF HIS WORK. AND 12, "CONSTRUCTION AREA TRAFFIC CONTROL DEVICES," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 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. 3. PLAN & PROFILE BERKELEY WAY 10. DURING CONSTRUCTION THE CONTRACTOR SHALL MAINTAIN THE STA. 21+00 TO CONSTRUCTION AREA TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE CURRENT MANUAL OF TRAFFIC CONTROLS 2 STREET SIGNS SHALL BE COMPLETELY REFLECTORIZED ON A DOUBLE FACE FLAT BLADE SIGN, SINGLE FACE, BOLT THROUGH (IN RURAL LOCATIONS). INTEGRITY OF EXISTING FACILITIES. THE CONTRACTOR IS RESPONSIBLE (CALTRANS) AND SUPPLEMENTED BY THE CURRENT WORK AREA TRAFFIC CONTROL HANDBOOK, (BUILDING NEWS). 3. STREET SIGN SHALL BE ANODIZED ALUMINUM WITH A THICKNESS OF .080 INCHES. 4. DETAIL SHEET TO REPAIR, TO THE SATISFACTION OF THE COUNTY OF SAN JOAQUIN, ANY 4. THE LEGEND FOR STREET SIGNS SHALL BE WHITE LETTERS ON A GREEN BACKGROUND. FACILITIES DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. THROUGH PUBLIC TRAFFIC SHALL BE PERMITTED TO PASS THROUGH CONSTRUCTION OPERATIONS AT ALL TIMES WITH AS LITTLE 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 11. CONTRACTOR TO REFERENCE AND RESTORE ALL "RECORDED" EXISTING INCONVENIENCE AND DELAY AS POSSIBLE. SIGN, AN OVERALL MAXIMUM HEIGHT OF 10 FEET AND 30 INCHES EMBODIMENT IN THE GROUND, MONUMENTS AND/OR PROPERTY CORNER REFERENCES DESTROYED, REMOVED OR THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN ALL CONSTRUCTION AREA TRAFFIC CONTROL DEVICES WITHIN THE PROJECT 6. POSTS SHALL BE GALVANIZED, EXTRA STRONG, 2 INCHES NOMINAL DIAMETER, 2" SQUARE PERFORATED TUBE AND 12 GAUGE. DISTURBED DURING THE COURSE OF CONSTRUCTION AND AT ALL PUBLIC ROAD ENTRANCES TO THE PROJECT. B. INSTALLATION 12. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SECTION 19 ALTERNATE A THE INSTALLATION OF STREET SIGNS SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, EARTHWORK.--EARTHWORK SHALL CONFORM TO THE REQUIREMENTS IN SECTION 19, "EARTHWORK." OF THE STANDARD SPECIFICATIONS 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 INCLUDING SAFETY FOR ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT AND THESE SPECIAL PROVISIONS. AND DIRECTOR. NO CONCRETE SHALL BE USED. SHALL APPLY CONTINUOUSLY AND NOT BE LIMNED TO NORMAL WORKING HOURS AND THAT CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNERS, ALL RELATIVE COMPACTION REQUIREMENTS OF SECTION 19-5, "COMPACTION," OF THE STANDARD SPECIFICATIONS, SHALL BE NOT LESS THAN SAN JOAQUIN COUNTY AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, 90 PERCENT. REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THE REQUIREMENT OF THE SECOND PARAGRAPH OF SECTION 19-5.03, "RELATIVE COMPACTION (95 PERCENT), ° OF THE STANDARD THIS PROJECT. SPECIFICATIONS, WILL BE REQUIRED ONLY IN THOSE AREAS SHOWN ON THE PUNS. 13. ANY CHANGES TO THE APPROVED IMPROVEMENT PUNS AND SPECIFICATIONS IN LIEU OF THE TOLERANCE SPECIFIED IN SECTION 19-1.03B, "GRADE TOLERANCE," OF THE STANDARD SPECIFICATIONS, THE SURFACE OF MUST BE PREPARED AND CERTIFIED BY THE "ENGINEER", AND SHALL BE SUBMITTED THE GRADING PLANE SHALL NOT BE MORE THAN 0.05 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. TO THE DIRECTOR OF PUBLIC WORKS FOR APPROVAL PRIOR TO IMPLEMENTATION. BEFORE GRADE IS APPROVED BY THE COUNTY, ALL EARTHWORK (INCLUDING DRIVEWAYS AND SLOPES) SHALL BE COMPACTED TO GRADE. 14. ALL TRAFFIC SIGNS AND MARKINGS SHALL CONFORM THE "MANUAL ON UNIFORM TRAFFIC UNLESS OTHERWISE SHOWN ON THE PUNS, ALL SURPLUS MATERIALS NOT TO BE SALVAGED, STOCKPILED OR DISPOSED OF AS PROVIDED IN CONTROL DEVICES" AND S.J. COUNTY STANDARDS AND AS SHOWN ON THE PLANS. SECTION 19-2.06, "SURPLUS MATERIAL," OF THE STANDARD SPECIFICATIONS, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND DISPOSED AGRICULTURE: WALNUT ORCHARD 15. DRAINAGE FACILITIES SHALL BE MAINTAINED DURING PERIODS OF INCLEMENT WEATHER AND OF AS PROVIDED IN SECTION 7-1.13, "DISPOSAL OF MATERIAL OUTSIDE THE HIGHWAY RIGHT OF WAY," Of THE STANDARD SPECIFICATIONS. RESTORED TO THEIR ORIGINAL CONDITIONS UPON COMPLEHCN OF THE WORK. UNLESS OTHERWISE SHOWN ON THE PUNS, THE EXISTING PAVEMENT, WHEN USED AS EMBANKMENT, SHALL BE BROKEN UP INTO PIECES NOT 16. CONTRACTOR SHALL VERIFY ALL STREET NAMES WITH THE COMMUNITY DEVELOPMENT URGER THAN 0.33 FOOT IN GREATEST DIMENSION. DEPARTMENT BEFORE ORDERING STREET SIGNS. SECTION 19 ALTERNATE C MUNRO ORCHARD` Y4'Cl NO `.2 17. WHENEVER PAVEMENT IS BROKEN OR CUT IN THE INSTALLATION OF THE WORK COVERED BY EARTHWORK )STRUCTURE EXCAVATION & BACKFILL).--STRUCTURE EXCAVATION AND BACKFILL SHALL CONFORM TO THE REQUIREMENTS IN T 0 A.r`?, Y0-6 S0',R ' THE SPECIFICATIONS, THE PAVEMENT SHALL BE REPLACED, AFTER PROPER BACKFILLING, SECTION 19-3, "STRUCTURE EXCAVATION AND BACKFILL," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS, 2 O WITH PAVEMENT MATERIALS EQUAL TO OR BETTER THAN THE MATERIALS USED IN THE ¢ - - Q LEGEND: ORIGINAL PAVING. ALL REFERENCES TO CULVERT EXCAVATION AND CULVERT BACKFILL ON THE PLANS SHALL BE DEEMED TO MEAN STRUCTURE EXCAVATION AND L4T ``, ;i(1T' F ' LOT I 1d.7 2 CQT f7 ; ' . Lpt 1X5" STRUCTURE BACKFILL, RESPECTIVELY, IN THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 2 _ P.U.E. PUBLIC UTILITY EASEMENT 18. ANY CONSTRUCTION ACTIVITY A THAT RESULTS IN THE DISTURBANCE Of AT LEAST ONE (1) ACRE N. <, ,.. M. & P. MAPS AND PUTS OF SOIL SHALL REQUIRE A STATE NPOES CONSTRUCTION PERMIT. STRUCTURE BACKFILL WHICH IS OUTSIDE OF THE PAVED PORTIONS OF THE ROADWAY, UNLESS OTHERWISE SPECIFIED ON THE PLANS, SHALL BE o ' '{E' j+)7rQ}x `C' ': . , 4W S.J.C.R. SAN JOAQUIN COUNTY RECORDS NATIVE MATERIAL SELECTED FOR ITS RESISTANCE TO EROSION. Z COMPACTION REQUIREMENTS: UNLESS OTHERWISE SHOWN ON THE PLANS, THE COMPACTION REQUIREMENTS WITHIN THE LIMITS OF STRUCTURE `' --C+- '� - O UTILITY POLE CONSTRUCTION NOTES: EXCAVATION FOR PIPES AND ARCHES SHALL BE AS SHOWN ON STANDARD DRAWINGS. - P- UTILITY POLE LINE 1, THE CENTERLINE STATIONING SHOWN IS FOR REFERENCE ONLY. PONDING AND JETTING WILL BE PERMITTED ONLY IF A MAINTENANCE BOND IN THE AMOUNT OF TWENTY PERCENT (20%) OF THE ENGINEER'S v •'`_` LOT 2 S.J.C. STD. DWG. SAN JOAQUIN COUNTY STANDARD DRAWING NUMBER THE CONTRACTOR SHALL LAYOUT IMPROVEMENTS FROM THE DIMENSIONS ESTIMATE WITH A CORPORATE SURETY APPROVED BY THE COUNTY IS PROVIDED. SUCH A BOND SHALL BE PROVIDED BEFORE FINAL ACCEPTANCE 'Ld7`-26 LOT 15 SHOWN ON THE PLANS. ANY CLARIFICATION ON CONFLICTS, OF THE PROJECT BY THE COUNTY AND SHALL GUARANTEE THE REPAIR OF ALL DAMAGES DUE TO FAULTY MATERIALS OR WORKMANSHIP PROVIDED ¢ LOQ' 23 ` CdT LOT 70 LOT 7 DISCREPANCIES OR AMBIGUITIES SHOULD BE DIRECTED TO THE OR DONE BY THE CONTRACTOR. THE GUARANTEE SHALL REMAIN IN EFFECT FOR A PERIOD OF THREE (3) YEARS AFTER THE DATE OF FINAL DESIGN ENGINEER PRIOR TO THE CONSTRUCTION OF THE ACCEPTANCE OF THE PROJECT BY THE COUNTY OR BOARD OF SUPERVISORS. IMPROVEMENTS. 2. WHERE PAVEMENT IS TO BE EXTENDED, EXISTING PAVEMENT SECTION 22 FINISHING ROADWAY.--FINISHING ROADWAY SHALL CONFORM TO THE REQUIREMENTS IN SECTION 22, "FINISHING ROADWAY," OF THE STANDARD SHALL BE SAWCUT. SPECIFICATIONS. 3. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY SECTION 23 DRIVEWAYS.—ATTENTION IS DIRECTED TO THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. , SIGNS FOR ALL REGULATORY TRAFFIC SIGNS REMOVED DURING THE COURSE PAVED DRIVEWAYS AND FRONTAGES SHALL BE SLOPED TO DRAIN. 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 CLEAR AND GRUB BY DISKING AND THEN SPECIFICATIONS AND THESE SPECIAL PROVISIONS. o ROUGH GRADE ALL LOTS SMOOTH. AGGREGATE BASE SHALL BE CLASS 2. 6, CONTRACTOR SHALL PROVIDE DUST CONTROL MEASURES AT ALL TIMES THE COMBINED AGGREGATE SHALL CONFORM TO THE GRADING SPECIFIED FOR THE 3/4-INCH MAXIMUM AGGREGATE. KEY MAP DURING CONSTRUCTION AS PER SECTION 10 OF THE STANDARD SPECIFICATIONS THE R-VALUE REQUIREMENT MAY BE WANED, PROVIDING THE AGGREGATE BASE COMFORMS TO THE SPECIFIED GRADING AND OF THE STATE OF CALIFORNIA PER SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC DURABILITY AND HAS A SAND EQUIVALENT VALUE OF 33 OR MORE. NOT TO SCALE WORKS REQUIREMENTS. SEAL REV I S 1 p N S COUNTY OF SAN BY JOAQUIN ANTONIO M . CONTI - CIVIL ENGINEER JOB N0. 03013 TITLE SHEET SHEET DATE NO. DESCRIPTION DEPARTMENT OF PUBLICLICWORKS P.O. BOX 1396 PHONE (209) 476-0970 DATE 0-02-03 0.[l,Lal WOODBRIDGE, CALIFORNIA 95258 DESIGN SJG ENCROACHMENT DATE DATE: oS BERKELEY WAY PERMIT NO.: 03 365-Sf ISSUED: Il XT A3 BY:% �k u ( U R.C.E. NO: 62009 DRAWN SJG A. M. CONTI, CIVIL ENGINEER EXP. DATE: 9/30/05 CHECKED AMC STOCKTON , CA OF 4 SHEETS