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V 00 4 GENERAL NOTES AND SPECIFICATIONS 1. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM WITH THE LATEST EDITIONS OF THE SPECIFICATIONS, STANDARDS AND ORDINANCES OF SAN JOAQUIN COUNTY AND SHALL BE PART OF THESE IMPROVEMENT 17. ASPHALT CONCRETE: ASPHALT CONCRETE SHALL BE TYPE B AND 33. ALL EARTHWORK AND GRADING SHALL BE IN CONFORMANCE WITH PLANS. SHALL CONFORM TO THE PROVISIONS OF SECTION 39 OF THE CALTRANS CHAPTERS 29 AND 70 OF THE UNIFORM BUILDING CODE, DATED 1994. STANDARD SPECIFICATIONS. THE PENETRATION RANGE OF PAVING 2. WHERE THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF THE WORK ASPHALT SHALL BE AR -4000; AGGREGATE SHALL BE ONE-HALF (1/2") 34. THE TOTAL EARTHWORK QUANTITY IS: IN GENERAL TERMS BUT NOT IN COMPLETE DETAIL, IT IS UNDERSTOOD INCH MAXIMUM MEDIUM GRADING FOR SURFACING. APPROX. VOLUME OF FILL = 13,000 CYD THAT ONLY THE BEST GENERAL PRACTICE IS TO PREVAIL AND THAT THESE EARTHWORK QUANTITIES ARE NOT BID QUANTITIES. IT IS THE MATERIALS AND WORKMANSHIP OF THE FIRST QUALITY ARE TO BE USED. PRIME COAT SHALL BE A LIQUID ASPHALT GRADE SC -250 OR SC -70 AND CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL QUANTITIES. NOTED DIMENSIONS TAKE PRECEDENT OVER SCALE. ANY DISCREPANCY SHALL BE APPLIED TO THE ENTIRE PAVED AREA AND THE COST SHALL BE SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF DILLON & MURPHY, INCLUDED IN THE UNIT PRICE BID FOR ASPHALT CONCRETE. PRIME COAT 35. CONTRACTOR SHALL SUBMIT TO DILLON & MURPHY FOR APPROVAL 1820 W. KETTLEMAN LANE, SUITE E, LODI, CA, (209) 334-6613. SHALL BE PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF EQUIPMENT AND MATERIAL SPECIFICATION OF ITEMS HE WISHES TO 3. CONTRACTORS SHALL BE RESPONSIBLE TO VISIT THE SITE AND VERIFY ALL SECTION 39-4 OF THE CALTRANS STANDARD SPECIFICATIONS. SUBSTITUTE FROM THAT WHICH IS SPECIFIED ON THE IMPROVEMENT PLANS, SAN JOAQUIN COUNTY STANDARD PLANS AND SPECIFICATIONS EXISTING CONDITIONS PRIOR TO SUBMITTING A BID. AGGREGATE BASE: AGGREGATE BASE SHALL BE CLASS TWO AND PROJECT SPECIFICATIONS. SAN JOAQUIN COUNTY SHALL HAVE CONFORMING TO THE REQUIREMENTS OF SECTION 26-1.026A OF THE THE FINAL SAY. 4. THE EXISTING UNDERGROUND UTILITIES ARE PLOTTED FROM AVAILABLE CALTRANS STANDARD SPECIFICATIONS. SPREADING AND COMPACTING RECORDS. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO AGGREGATE BASE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 36. CONTRACTOR SHALL NOT CAUSE THE CONSTRUCTION SURVEY STAKES PROTECT THESE UTILITIES. THE CONTRACTOR SHALL DO NO EXCAVATION 26-1.04 OF THE CALTRANS STANDARDS SPECIFICATION. TO BE DESTROYED OR REMOVED UNTIL THE IMPROVEMENTS HAVE BEEN UNTIL ALL UTILITY AGENCIES HAVE BEEN NOTIFIED AND HAVE BEEN GIVEN ACCEPTED BY THE INSPECTOR. CONTRACTOR SHALL COORDINATE THE OPPORTUNITY TO MARK THEIR FACILITIES IN THE FIELD, IT IS THE 18, THE GRADING AND PAVING CONTRACTOR SHALL ADJUST TO FINISHED ACCEPTANCE OF IMPROVEMENTS BY THE INSPECTOR SO THAT THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL GRADE THE TOPS OF ALL PROPOSED AND EXISTING MANHOLES, VALVE PREVIOUS SET OF CONSTRUCTION STAKES DO NOT CONFLICT WITH THE EXISTING UTILITIES, PRIOR TO OPENING AN EXCAVATION, THE BOXES AND WATER METER BOXES, ETC, THE COST OF SUCH WORK NEXT PHASE OF CONSTRUCTION. CONTRACTOR SHALL DETERMINE WHETHER UNDERGROUND SHALL BE INCLUDED IN THE UNIT PRICES FOR STREET WORK. INSTALLATIONS, I.E., SEWER, WATER, STORM DRAINAGE, ELECTRICAL 37. ALL LINEAR FOOTAGES, AREAS OR VOLUMETRIC AMOUNTS OF PIPING LINES, GAS LINES, CABLE TV LINES, ETC. WILL BE ENCOUNTERED AND, THE 19. THE DOMESTIC WATER LINE SHALL BE CONSTRUCTED IN ACCORDANCE MATERIAL, CONCRETE, ASPHALT CONCRETE, EXCAVATION AND IMPORT APPROXIMATE LOCATION OF SUCH AN INSTALLATION. THE EXACT WITH THESE PLANS, AND SAN JOAQUIN COUNTY DEPARTMENT OF FILL MATERIAL SHOWN ON THESE IMPROVEMENT PLANS ARE LOCATION SHALL BE DETERMINED BY CAREFUL PROBING OR HAND PUBLIC WORKS ADOPTED IMPROVEMENT STANDARDS, AND UNIFORM APPROXIMATE. ACTUAL AS -BUILT FIELD MEASUREMENTS SHALL DIGGING AND WHEN IT IS UNCOVERED, ADEQUATE PROTECTION SHALL BE BUILDING CODE, PIPE MATERIAL SHALL BE THAT ALLOWED BY THE PREVAIL. PROVIDED FOR THE EXISTING INSTALLATION, PLUMBING CODE AND SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS IMPROVEMENT STANDARDS. IT IS THE CONTRACTOR'S 38. PRIOR TO ACCEPTANCE OF IMPROVEMENTS, STREET LIGHTS SHALL BE 5. SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS RESPONSIBILITY TO VERIFY THAT THE TYPE AND SPECIFICATIONS OF ALL INSTALLED AND ENERGIZED. PG&E WILL MAINTAIN ALL STREET LIGHTS SHALL BE NOTIFIED BY THE CONTRACTOR AT MATERIAL, FITTINGS, ETC. CONFORM TO SAN JOAQUIN COUNTY AND STANDARDS UPON ACCEPTANCE OF PROJECT AS COMPLETE. LEAST 48 HOURS IN ADVANCE OF ANY OFF-SITE CONSTRUCTION. DEPARTMENT OF PUBLIC WORKS STANDARDS AND SPECIFICATIONS. 39. CONTRACTOR SHALL OBTAIN A GRADING PERMIT FOR THIS PROJECT 6. DILLON & MURPHY SHALL PROVIDE ALL CONSTRUCTION STAKING. FIELD CONTRACTOR SHALL BE RESPONSIBLE FOR PRESSURE AND BACTERIA PRIOR TO BEGINNING ANY GRADING ON-SITE OR OFF-SITE. CHANGES MADE BY OTHERS SHALL BE DONE AT THEIR OWN RISK. TESTING OF WATER LINES AS REQUIRED BY SAN JOAQUIN COUNTY 40. NONPOTABLE WATER SHALL BE USED ON THIS PROJECT. THE DEPARTMENT OF PUBLIC WORKS. BACTERIA TESTS SHALL BE TAKEN BY CONTRACTOR SHALL NOTIFY THE COUNTY IN WRITING OF THE 7. EACH CONTRACTOR IS RESPONSIBLE FOR ANY COORDINATION OF THE A CERTIFIED LABORATORY TECHNICIAN. INTENDED SOURCE PRIOR TO CONSTRUCTION. REMOVAL OR RELOCATION OF ANY AND ALL EXISTING UTILITIES WITH THE RESPECTIVE UTILITY COMPANY. COST OF THIS COORDINATION IS TO BE REFER TO SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS FOR 41. FINAL PAVEMENT WORK SHALL NOT OCCUR WITHIN ANY EXISTING ROAD INCLUDED IN THE PRICES BID FOR THE VARIOUS IMPROVEMENTS TO ALL WATER LINE TESTING REQUIREMENTS. RIGHT-OF-WAY PRIOR TO COMPLETION OF UTILITY RELOCATION WITHOUT COMPLETE THE PROJECT. SPECIFIC APPROVAL OF THE DIRECTOR. 20. THE STORM DRAIN PIPELINE SHALL BE CONSTRUCTED IN ACCORDANCE B. BENCH MARK = SAN JOAQUIN COUNTY BRASS DISC STAMPED "BB -42" WITH THESE PLANS, AND SAN JOAQUIN COUNTY DEPARTMENT OF 42. IF NECESSARY, A TRAFFIC CONTROL PLAN (TCP) SHALL BE SUBMITTED TO ON SOUTHWEST CORNER CONCRETE CULVERT 114 FEET NORTH OF LINNE PUBLIC WORKS ADOPTED IMPROVEMENT STANDARDS. PIPE MATERIAL AND DEEMED ACCEPTABLE BY COUNTY PRIOR TO START OF WORK. THIS ROAD ON THE WEST SIDE OF MAC ARTHUR ROAD. ELEVATION = 138.584 SHALL BE THAT ALLOWED BY THE SAN JOAQUIN COUNTY DEPARTMENT SHALL ADDRESS ALL PHASES OF WORK, WHICH WILL IMPACT PUBLIC OF PUBLIC WORKS IMPROVEMENT STANDARDS OR AS SHOWN ON THE TRAFFIC. CONFORMANCE WITH THE TCP SHALL BE MAINTAINED AT ALL TIMES. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF PLANS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THE THE TCP SHALL BE DRAWN TO SCALE AND IN CONFORMANCE WITH THE LATEST ALL SURVEY AND CONSTRUCTION STAKES. SURVEY AND TYPE AND SPECIFICATIONS OF ALL MATERIALS, FITTINGS, ETC. MUTCD MANUAL AND CALIFORNIA SUPPLEMENT MANUAL. CONSTRUCTION STAKES THAT ARE LOST OR DESTROYED DUE TO THE CONFORM TO SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS CONTRACTOR'S NEGLIGENCE WILL BE RESET BY DILLON & MURPHY AT STANDARDS AND SPECIFICATIONS. MATERIAL SELECTION SHALL BE 43. WHENEVER PAVEMENT IS BROKEN OR CUT IN THE INSTALLATION OF THE THE CONTRACTOR'S EXPENSE. SUBMITTED TO THE CIVIL ENGINEER FOR REVIEW. WORK COVERED BY THE SPECIFICATIONS, THE PAVEMENT SHALL BE REPLACED, AFTER PROPER BACKFILLING, WITH PAVEMENT MATERIALS EQUAL 10. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING 21. GRADING AND PAVING CONTRACTOR SHALL COORDINATE THE TO OR BETTER THAN THE MATERIALS USED IN THE ORIGINAL PAVING. IMPROVEMENTS FROM DAMAGE. EACH CONTRACTOR SHALL NOTIFY INSTALLATION OF ALL ELECTRICAL, LANDSCAPE, IRRIGATION, AND 44. DRAINAGE FACILITIES SHALL BE MAINTAINED DURING PERIODS OF INCLEMENT U.S.A. 48 HOURS PRIOR TO ANY EXCAVATION. UNDERGROUND UTILITY CONDUITS WITH APPROPRIATE SUB- CONTRACTORS AND UTILITY COMPANIES PRIOR TO CONSTRUCTION. WEATHER, AND RESTORED TO THEIR ORIGINAL CONDITIONS UPON COMPLETION 11. CONTRACTOR AND SUBCONTRACTOR SHALL COOPERATE WITH OF THE WORK. THEMSELVES AND UTILITY COMPANIES INSTALLING NEW STRUCTURES, 22. THE OFFICE OF DILLON & MURPHY, 1820 W. KE17LEMAN LANE, SUITE E, 45. CONTRACTOR SHALL VERIFY ALL STREET NAMES WITH SAN JOAQUIN COUNTY UTILITIES AND SERVICES TO THE DEVELOPMENT. LODI, CA, SHALL BE NOTIFIED 48 HOURS (MINIMUM) IN ADVANCE OF COMMUNITY DEVELOPMENT DEPARTMENT BEFORE ORDERING STREET SIGNS. ANY REQUIRED CONSTRUCTION SURVEYING. 12. ALL UNDERGROUND SERVICES SHALL BE INSTALLED IN CONFORMANCE 46. WHERE WORK IS BEING DONE IN AN OFFSITE EASEMENT, THE CONTRACTOR WITH THE REQUIREMENTS OF THE SAN JOAQUIN COUNTY DEPARTMENT 23. CONTRACTOR'S AND SUB -CONTRACTORS BIDDING ON THIS PROPOSED SHALL NOTIFY THE PROPERTY OWNER 48 HOURS PRIOR TO COMMENCING WORK. OF PUBLIC WORKS. PROJECT SHALL CAREFULLY EXAMINE THESE PLANS AND CAREFULLY REVIEW THE CONSTRUCTION SITE TO DETERMINE SPECIFICALLY WHAT IS 47. GRADING/CONSTRUCTION THAT DISTURBS MORE THAN ONE ACRE WILL REQUIRE THE FILING 13. GRADES SHOWN ON THE PLAN ARE INTENDED TO REFLECT A BALANCE REQUIRED TO BE ACCOMPLISHED IN HIS PORTION OF THE TOTAL WORK. OF A NOTICE OF INTENT (N01) TO COMPLY WITH THE STATE'S NATIONAL POLLUTANT DISCHARGE OF EARTHWORK CUT AND FILL QUANTITIES. CONTRACTOR IS IF ANY DOUBT EXISTS TO THE INTENT OF THE PLANS, SPECIFIC DETAILS, ELIMINATION SYSTEM GENERAL CONSTRUCTION PERMIT. A COPY OF THE N01 SHALL BE PLACED RESPONSIBLE FOR PERFORMING AN INDEPENDENT BALANCE PRIOR TO CONSTRUCTION NOTES, OR IF THE CONTRACTOR AND SUB -CONTRACTOR IN THE PROJECT'S STORMWATER POLLUTION PREVENTION PLAN (SWPPP), WHICH IS TO BE KEPT ONSITE. BEGINNING CONSTRUCTION. ANY DISCREPANCY BETWEEN THE REQUIRES ADDITIONAL INFORMATION, IT MUST BE CLARIFIED WITH CONTRACTOR'S BALANCE AND THESE PLANS SHALL BE RESOLVED PRIOR DILLON & MURPHY. 48. A PERMIT FROM THE RAILROAD COMPANY IS REQUIRED FOR ANY WORK WITHIN THE RAILROAD RIGHT-OF-WAY. TO COMMENCEMENT OF WORK, FAILURE BY THE CONTRACTOR TO RECTIFY ANY DIFFERENCES SHALL SHIFT THE RESPONSIBILITY (AND 24. CONTRACTOR AND ANY SUB -CONTRACTOR USING PLANS WHICH ARE COSTS FOR ADDTIONAL EARTHWORK) ENTIRELY TO HIM. UNAPPROVED BY SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS SHALL DO SO AT THEIR OWN RISKS. DILLON & MURPHY WILL 14. ANY FILL PLACE SHALL BE PROPERLY COMPACTED AS REQUIRED BY THE NOT BE HELD RESPONSIBLE FOR USAGE OF SUCH PLANS FOR THE PLANS, THESE NOTES, AND THE SOILS REPORT. CONSTRUCTION OF THIS PROJECT. A. EARTH FILL TO ESTABLISH FINISHED GRADE OUTSIDE THE PAVED 25. DILLON & MURPHY SHALL NOT BE RESPONSIBLE FOR ANY SURVEYING OR AREAS AND BUILDINGS AREAS SHALL BE COMPACTED TO A FIELD CHANGES MADE BY ANY OTHER SURVEYING OR ENGINEERING MINIMUM RELATIVE COMPACTION OF 907 ON THE LOTS. FIRMS. ANY ERRORS OR OMISSIONS DETECTED SHALL BE MITIGATED BY DILLON & MURPHY. B. FILL SHALL BE NON -EXPANSIVE MATERIAL AND SHALL BE FREE OF 26. SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS WILL PERFORM VEGETATION OR DELETERIOUS MATTER. FILL SHALL BE COMPACTED FIELD INSPECTIONS FOR THIS PROJECT: ANY IMPROVEMENTS TOA POINT SIX INCHES BELOW SUBGRADE. CONSTRUCTED TO THE SPECIFICATIONS AND WHICH IT IS INTENDED 15. CONTRACTOR'S BID SHALL INCLUDE THE COST OF ANY NECESSARY THAT SAN JOAQUIN COUNTY WILL ASSUME MAINTENANCE SOILS COMPACTION AND MATERIALS TESTING. RESPONSIBILITY, MUST BE INSPECTED DURING CONSTRUCTION BY AN AUTHORIZED AGENT OF SAN JOAQUIN COUNTY. 16. CONCRETE 27. CHANGES ON PLANS AND SPECIFICATIONS: ANY CHANGES TO THE A. GENERAL - ALL CONCRETE WORK SHALL BE PERFORMED IN APPROVED IMPROVEMENT PLANS AND SPECIFICATIONS MUST BE ACCORDANCE WITH ACI AND UBC CODES. PREPARED AND APPROVED BY DILLON & MURPHY AND SHALL BE SUBMITTED TO SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS B. CONCRETE STRENGTH - UNLESS OTHERWISE NOTED ON THE PLANS, FOR APPROVAL PRIOR TO IMPLEMENTATION. CONCRETE SHALL OBTAIN A MINIMUM OF DESIGN STRENGTH OF 28. THIS SITE CONTAINS 20.58 ACRES GROSS. 2500 PSI. 1. CEMENT - 5.5 SACKS MINIMUM PER YARD. 29. ALL TRAFFIC SIGNS AND MARKINGS SHALL CONFORM TO SAN JOAQUIN � C'?";'ViI�IC COUNTY STANDARDS AND TO THE MANUAL ON UNIFORM TRAFFIC RECORD �E(y®[7R 2. WATER - MAXIMUM 7 GALS. PER SACK OF CEMENT. CONTROL DEVICES (MUTCD) AND THE MUTCD CALIFORNIA SUPPLEMENT Gorrecllons By AND TO THE CALTRANS TRAFFIC MANUAL ALL AS SHOWN ON THE PLANS. No Chan es By N 3. AGGREGATE - MAXIMUM SIZE 3/4". Date N U__ _ 30. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE Any Per n sing This Drawing Should Veri'.' 4. SLURRY - 5" MAXIMUM. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF All information By Insn,�ctino Thp SOe Of ti+v,rK CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSON 5. CURING - KEEP WET MINIMUM OF 7 DAYS, OR APPLY MEMBRANE AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY N CURING COMPOUND APPROVED BY THE ENGINEER. AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE W CONTRACTOR SHALL DEFEND; INDEMNIFY AND HOLD HARMLESS, THE 6. VIBRATION - ALL CONCRETE SHALL BE VIBRATED INTO PLACE COUNTY OF SAN JOAQUIN, ITS ELECTED OFFICIALS, OFFICERS, WITH A MECHANICAL VIBRATOR. EMPLOYEES AND DILLON & MURPHY FROM ANY AND ALL CLAIMS, COSTS OR LITIGATION, DAMAGES, AND ATTORNEY'S FEES, FOR PERSONAL 7. FORM REMOVAL - SIDE FORMS OF FOUNDATIONS AND SLABS, INJURY OR PROPERTY DAMAGE OF WHATEVER NATURE WHICH ARE MINIMUM OF 2 DAYS. CLAIMED TO HAVE OCCURRED DURING THE TERM OF THIS PROJECT. a 8. TESTING IN ACCORDANCE WITH ACI -301-72, CHAPTER 16. 31. ALL UTILITIES SHALL BE UNDERGROUND, UNLESS SPECIFICALLY NOTED REV. NO. DESCRIPTION C C. REINFORCING MATERIALS: OTHERWISE ON PLANS. 32. THIS PROJECT SHALL IMPLEMENT THE AIR POLLUTION CONTROL 1. DEFORMED BARS - ASTM A615, GR. 60. DISTRICT'S FUGITIVE DUST CONTROL MEASURES AND OZONE EMISSION $ 2. ELECTRIC WELDED WIRE FABRIC (WWF) ASTM A-185. MEASURES DURING CONSTRUCTION. BEFORE YOU DIG CALL USA UNDERGROUND SERVICE ALERT 48 HOURS PRIOR TO CONSTRUCTION. CALL TOLL FREE 1-800-227-2600 KEEP ALL VEHICLES, EQUIPMENT. TOOLS AND PEOPLE 10 FEET FROM POWER LINES, IF YOU MUST WORK WITHIN 10 FEET OF POWER LINES PLEASE CALL PG&E O 800-743-5000 11