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1. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM WITH THE
<br />SPECIFICATIONS, STANDARDS AND ORDINANCES OF SAN JOAQUIN
<br />COUNTY AND SHALL BE PART OF THESE IMPROVEMENT PLANS.
<br />2. WHERE THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF THE WORK
<br />IN GENERAL TERM'S BUT NOT IN COMPLETE DETAIL, IT IS UNDERSTOOD
<br />THAT ONLY THE BEST GENERAL PRACTICE IS TO PREVAIL AND THAT
<br />MATERIALS AND WORKMANSHIP OF THE FIRST QUALITY ARE TO BE USED.
<br />NOTED DIMENSIONS TAKE PRECEDENT OVER SCALE. ANY DISCREPANCY
<br />SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF DILLON &
<br />MURPHY, 1820 W. KETTLEMAN LANE, SUITE E, LODI, CA, (209) 334-6613.
<br />3. CONTRACTORS SHALL BE RESPONSIBLE TO VISIT THE SITE AND VERIFY ALL
<br />EXISTING CONDITIONS PRIOR TO SUBMITTING A BID.
<br />4. THE EXISTING UNDERGROUND UTILITIES ARE PLOTTED FROM AVAILABLE
<br />RECORDS. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO
<br />PROTECT THESE UTILITIES. THE CONTRACTOR SHALL DO NO EXCAVATION
<br />UNTIL ALL UTILITY AGENCIES HAVE BEEN NOTIFIED AND HAVE BEEN GIVEN
<br />THE OPPORTUNITY TO MARK THEIR FACILITIES IN THE FIELD. IT IS THE
<br />CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL
<br />EXISTING UTILITIES. PRIOR TO OPENING AN EXCAVATION, THE
<br />CONTRACTOR SHALL DETERMINE WHETHER UNDERGROUND
<br />INSTALLATIONS, I.E., SEWER, WATER, STORM DRAINAGE, ELECTRICAL
<br />LINES, GAS LINES, CABLE TV LINES, ETC. WILL BE ENCOUNTERED AND, THE
<br />APPROXIMATE LOCATION OF SUCH AN INSTALLATION. THE EXACT
<br />LOCATION SHALL BE DETERMINED BY CAREFUL PROBING OR HAND
<br />DIGGING AND, WHEN IT IS UNCOVERED, ADEQUATE PROTECTION SHALL BE
<br />PROVIDED FOR THE EXISTING INSTALLATION.
<br />5. SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS AND/OR THE CITY
<br />OF TRACY OF PUBLIC WORKS SHALL BE NOTIFIED BY THE CONTRACTOR AT
<br />LEAST 48 HOURS IN ADVANCE OF ANY OFF-SITE CONSTRUCTION.
<br />6. DILLON & MURPHY SHALL PROVIDE ALL CONSTRUCTION STAKING. FIELD
<br />CHANGES MADE BY OTHERS SHALL BE DONE AT THEIR OWN RISK.
<br />7. EACH CONTRACTOR IS RESPONSIBLE FOR ANY COORDINATION OF THE
<br />REMOVAL OR RELOCATION OF ANY AND ALL EXISTING UTILITIES WITH THE
<br />RESPECTIVE UTILITY COMPANY. COST OF THIS COORDINATION IS TO BE
<br />INCLUDED IN THE PRICES BID FOR THE VARIOUS IMPROVEMENTS TO
<br />COMPLETE THE PROJECT.
<br />B. SAN JOAQUIN COUNTY BRASS DISC STAMPED "BB -42" ON SOUTHWEST
<br />CORNER CONCRETE CULVERT 114 FEET NORTH OF LINNE ROAD ON THE
<br />WEST SIDE OF MAC ARTHUR ROAD. ELEVATION = 138.584
<br />9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF
<br />ALL SURVEY AND CONSTRUCTION STAKES. SURVEY AND
<br />CONSTRUCTION STAKES THAT ARE LOST OR DESTROYED DUE TO THE
<br />CONTRACTOR'S NEGLIGENCE WILL BE RESET BY DILLON & MURPHY AT
<br />THE CONTRACTOR'S EXPENSE.
<br />10. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING
<br />IMPROVEMENTS FROM DAMAGE.
<br />11. CONTRACTOR AND SUBCONTRACTOR SHALL COOPERATE WITH
<br />THEMSELVES AND UTILITY COMPANIES INSTALLING NEW STRUCTURES,
<br />UTILITIES AND SERVICES TO THE DEVELOPMENT.
<br />12. ALL UNDERGROUND SERVICES SHALL BE INSTALLED IN CONFORMANCE
<br />WITH THE REQUIREMENTS OF THE SAN JOAQUIN COUNTY DEPARTMENT
<br />OF PUBLIC WORKS.
<br />13. GRADES SHOWN ON THIS PLAN ARE INTENDED TO REFLECT A BALANCE
<br />OF EARTHWORK CUT AND FILL QUANTITIES. CONTRACTOR IS
<br />RESPONSIBLE FOR PERFORMING AN INDEPENDENT BALANCE PRIOR TO
<br />BEGINNING CONSTRUCTION. ANY DISCREPANCY BETWEEN THE
<br />CONTRACTOR'S BALANCE AND THESE PLANS SHALL BE RESOLVED PRIOR
<br />TO COMMENCEMENT OF WORK. FAILURE BY THE CONTRACTOR TO
<br />RECTIFY ANY DIFFERENCES SHALL SHIFT THE RESPONSIBILITY (AND
<br />COSTS FOR ADDITIONAL EARTHWORK) ENTIRELY TO HIM.
<br />14. ANY FILL PLACE SHALL BE PROPERLY COMPACTED AS REQUIRED BY THE
<br />PLANS AND THESE AND THE SOILS REPORT.
<br />A. EARTH FILL TO ESTABLISH FINISHED GRADE OUTSIDE THE PAVED
<br />AREAS A; ) D'_!!;,DINGS AREAS SHALL BE COMPACTED TO A
<br />MINIMUM RFLATIVE COMPACTION OF 90% ON THE LOTS.
<br />B. FILL SHALL BE NON -EXPANSIVE MATERIAL AND SHALL BE FREE OF
<br />VEGETATION OR DELETERIOUS MATTER. FILL SHALL BE COMPACTED
<br />TO A POINT SIX INCHES BELOW SUBGRADE.
<br />15. CONTRACTOR'S BID SHALL INCLUDE THE COST OF ANY NECESSARY
<br />SOILS COMPACTION AND MATERIALS TESTING.
<br />GENERAL NOTES AND SPECIFICATIONS
<br />16. CONCRETE 22. THE OFFICE OF DILLON & MURPHY, 1820 W. KETTLEMAN LANE, SUITE E, 38. PRIOR TO ACCEPTANCE OF IMPROVEMENTS, STREET LIGHTS SHALL BE
<br />A. GENERAL - ALL CONCRETE WORK SHALL BE PERFORMED IN LODI, CA, SHALL BE NOTIFIED 48 HOURS (MINIMUM) IN ADVANCE OF INSTALLED AND ENERGIZED. PG&E WILL, MAINTAIN ALL STREET LIGHTS
<br />ACCORDANCE WITH ACI AND UBC CODES. ANY REQUIRED CONSTRUCTION SURVEYING. AND STANDARDS UPON ACCEPTANCE OF PROJECT AS COMPLETE.
<br />B. CONCRETE STRENGTH - UNLESS OTHERWISE NOTED ON THE PLANS, 23. CONTRACTOR'S AND SUB -CONTRACTORS BIDDING ON THIS PROPOSED 39. CONTRACTOR SHALL OBTAIN A GRADING PERMIT FOR THIS PROJECT
<br />CONCRETE SHALL OBTAIN A MINIMUM OF DESIGN STRENGTH OF PROJECT SHALL CAREFULLY EXAMINE THESE PLANS AND CAREFULLY PRIOR TO BEGINNING ANY GRADING ON-SITE OR OFF-SITE.
<br />2500 PSI. REVIEW THE CONSTRUCTION SITE TO DETERMINE SPECIFICALLY WHAT IS
<br />REQUIRED TO BE ACCOMPLISHED IN HIS PORTION OF THE TOTAL WORK.
<br />1. CEMENT - 5.5 SACKS MINIMUM PER YARD. IF ANY DOUBT EXISTS TO THE INTENT OF THE PLANS, SPECIFIC DETAILS,
<br />CONSTRUCTION NOTES, OR IF THE CONTRACTOR AND SUB -CONTRACTOR 40. AN ENCROACHMENT PERMIT SHALL BE ACQUIRED FROM THE CITY OF
<br />2. WATER - MAXIMUM 7 GALS. PER SACK OF CEMENT. REQUIRES ADDITIONAL INFORMATION, IT MUST BE CLARIFIED WITH TRACY FOR WORK IN PORTION OF MAC ARTHUR DRIVE WHICH IS
<br />DILLON & MURPHY. WITHIN THE CITY LIMITS.
<br />3. AGGREGATE -MAXIMUM SIZE 3/4"
<br />24. CONTRACTOR AND ANY SUB -CONTRACTOR USING PLANS WHICH ARE 41. NONPOTABLE WATER SHALL BE USED ON THIS PROJECT. THE
<br />4. SLURRY - 5" MAXIMUM. UNAPPROVED BY SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC CONTRACTOR SHALL NOTIFY THE COUNTY IN WRITING OF THE
<br />WORKS SHALL DO SO AT THEIR OWN RISKS. DILLON & MURPHY WILL INTENDED SOURCE PRIOR TO CONSTRUCTION.
<br />5. CURING - KEEP WET MINIMUM OF 7 DAYS, OR APPLY MEMBRANE NOT BE HELD RESPONSIBLE FOR USAGE OF SUCH PLANS FOR THE
<br />CURING COMPOUND APPROVED BY THE ENGINEER. CONSTRUCTION OF THIS PROJECT. 42. INSTALL TWO (2) BACTERIOLOGICAL SAMPLE SITES ON THE WATER'
<br />SYSTEM.
<br />6. VIBRATION - ALL CONCRETE SHALL BE VIBRATED INTO PLACE
<br />WITH A MECHANICAL VIBRATOR.
<br />7. FORM REMOVAL - SIDE FORMS OF FOUNDATIONS AND SLABS,
<br />MINIMUM OF 2 DAYS.
<br />8. TESTING IN ACCORDANCE WITH ACI -301-72, CHAPTER 16.
<br />C. REINFORCING MATERIALS:
<br />1. DEFORMED BARS - ASTM A615, GR.60.
<br />2. ELECTRIC WELDED WIRE FABRIC (WWF) ASTM A-185.
<br />17. ASPHALT CONCRETE: ASPHALT CONCRETE SHALL BE TYPE B AND
<br />SHALL CONFORM TO THE PROVISIONS OF SECTION 39 OF THE CALTRANS
<br />STANDARD SPECIFICATIONS. THE PENETRATION RANGE OF PAVING
<br />ASPHALT SHALL BE AR -4000; AGGREGATE SHALL BE ONE-HALF (1/2")
<br />INCH MAXIMUM MEDIUM GRADING FOR SURFACING.
<br />PRIME COAT SHALL BE A LIQUID ASPHALT GRADE SC -250 OR SC -70 AND
<br />SHALL BE APPLIED TO THE ENTIRE PAVED AREA AND THE COST SHALL BE
<br />INCLUDED IN THE UNIT PRICE BID FOR ASPHALT CONCRETE. PRIME COAT
<br />SHALL BE PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF
<br />SECTION 39-4 OF THE CALTRANS STANDARD SPECIFICATIONS.
<br />AGGREGATE BASE: AGGREGATE BASE SHALL 1 F CLASS TWO
<br />CONFORMING TO THE REQUIREMENTS OF SEC -1:0N 26-1.02A OF THE
<br />CALTRANS STANDARD SPECIFICATIONS. SPR.EA`DING AND COMPACTING
<br />AGGREGATE BASE SHALL CONFORM TO THE REQUIREMENTS OF SECTION
<br />26-1.04 OF THE CALTRANS STANDARD SPECIFICATION.
<br />18. THE GRADING AND PAVING CONTRACTOR SHALL ADJUST TO FINISHED
<br />GRADE THE TOPS OF ALL PROPOSED AND EXISTING MANHOLES, VALVE
<br />BOXES AND WATER METER BOXES, ETC. THE COST OF SUCH WORK
<br />SHALL BE INCLUDED IN THE UNIT PRICES FOR STRFFT WORK.
<br />19. THE DOMESTIC WATER LINE SHALL BE CONSTRUCTED IN ACCORDANCE
<br />WITH THESE PLANS, AND SAN JOAQUIN COUNTY DEPARTMENT OF
<br />PUBLIC WORKS ADOPTED IMPROVEMENT STANDARDS, AND UNIFORM
<br />BUILDING CODE. PIPE MATERIAL SHALL BE THAT ALLOWED BY THE
<br />PLUMBING CODE AND SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC
<br />WORK IMPROVEMENT STANDARDS. IT IS THE CONTRACTOR'S
<br />RESPONSIBILITY TO VERIFY THAT THE TYPE AND SPECIFICATIONS OF ALL
<br />MATERIAL, FITTINGS, ETC. CONFORM TO SAN JOAQUIN COUNTY
<br />DEPARTMENT OF PUBLIC WORKS STANDARDS AND SPECIFICATIONS.
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR PRESSURE AND BACTERIA
<br />TESTING OF WATER LINES AS REQUIRED BY SAN JOAQUIN COUNTY
<br />DEPARTMENT OF PUBLIC WORKS. BACTERIA TESTS SHALL BE TAKEN BY
<br />A CERTIFIED LABORATORY TECHNICIAN.
<br />REFER TO SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS FOR
<br />ALL WATER LINE TESTING REQUIREMENTS.
<br />20. THE STORM DRAIN PIPELINE SHALL BE CONSTRUCTED IN ACCORDANCE
<br />WITH THESE PLANS, AND SAN JOAQUIN COUNTY DEPARTMENT OF
<br />PUBLIC WORKS ADOPTED IMPROVEMENT STANDARDS. PIPE MATERIAL
<br />SHALL BE THAT ALLOWED BY THE SAN JOAQUIN COUNTY DEPARTMENT
<br />OF PUBLIC WORKS IMPROVEMENT STANDARDS OR AS SHOWN ON THE
<br />PLANS. IT IS THE CONTRACTOF'S RESPONSIBILITY TO VERIFY THAT THE
<br />TYPE AND SPECIFICATIONS OF ALL MATERIALS, FITTINGS, ETC.
<br />CONFORM TO SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS
<br />STANDARDS AND SPECIFICATIONS. MATERIAL SELECTION SHALL BE
<br />SUBMITTED TO THE CIVIL ENGINEER FOR REVIEW.
<br />21. GRADING AND PAVING CONTRACTOR SHALL COORDINATE THE
<br />INSTALLATION OF ALL ELECTRICAL, LANDSCAPE, IRRIGATION, AND
<br />UNDERGROUND UTILITY CONDUITS WITH APPROPRIATE SUB-
<br />CONTRACTORS AND UTILITY COMPANIES PRIOR TO CONSTRUCTION.
<br />25. DILLON & MURPHY SHALL NOT BE RESPONSIBLE FOR ANY SURVEYING OR
<br />FIELD CHANGES MADE BY ANY OTHER SURVEYING OR ENGINEERING
<br />FIRMS. ANY ERRORS OR OMISSIONS DETECTED SHALL BE MITIGATED BY
<br />DILLON & MURPHY.
<br />26. SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS WILL PERFORM
<br />FIELD INSPECTIONS FOR THIS PROJECT: ANY IMPROVEMENTS
<br />CONSTRUCTED TO THE SPECIFICATIONS AND WHICH IT IS INTENDED
<br />THAT SAN JOAQUIN COUNTY WILL ASSUME MAINTENANCE
<br />RESPONSIBILITY, MUST BE INSPECTED DURING CONSTRUCTION BY AN
<br />AUTHORIZED AGENT OF SAN JOAQUIN COUNTY.
<br />27. CHANGES ON PLANS AND SPECIFICATIONS: ANY CHANGES TO THE
<br />APPROVED IMPROVEMENT PLANS AND SPECIFICATIONS MUST BE
<br />PREPARED AND APPROVED BY DILLON & MURPHY AND SHALL BE
<br />SUBMITTED TO SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS
<br />FOR APPROVAL PRIOR TO IMPLEMENTATION.
<br />28. THIS SITE CONTAINS 101.59 ACRES GROSS.
<br />29. ALL TRAFFIC SIGNS AND MARKINGS SHALL CONFORM TO SAN JOAQUIN
<br />COUNTY STANDARDS AND TO THE MANUAL ON UNIFORM TRAFFIC
<br />CONTROL DEVICES (CALTRANS) AND AS SHOWN ON THE PLANS.
<br />30. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
<br />RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
<br />CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSON
<br />AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
<br />AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE
<br />CONTRACTOR SHALL DEFEND; INDEMNIFY AND HOLD HARMLESS, THE
<br />COUNTY OF SAN JOAQUIN, ITS ELECTED OFFICIALS, OFFICERS,
<br />EMPLOYEES AND DILLON & MURPHY FROM ANY AND ALL CLAIMS, COSTS
<br />OF LITIGATION, DAMAGES, AND ATTORNEY'S FEES, FOR PERSONAL
<br />INJURY OR PROPERTY DAMAGE OF WHATEVER NATURE WHICH ARE
<br />CLAIMED TO HAVE OCCURRED DURING THE TERM OF THIS PROJECT.
<br />31. ALL UTILITIES SHALL BE UNDERGROUND, UNLESS SPECIFICALLY NOTED
<br />OTHERWISE ON PLANS.
<br />32. THIS PROJECT SHALL IMPLEMENT THE AIR POLLUTION CONTROL
<br />DISTRICT'S FUGITIVE DUST CONTROL MEASURES AND OZONE EMISSION
<br />MEASURES DURING CONSTRUCTION.
<br />33. ALL EARTHWORK AND GRADING SHALL BE IN CONFORMANCE WITH
<br />CHAPTERS QQAND 70OF THE UNIFORM BUILDING CODE, DATED 1994.
<br />34. THE TOTAL EARTHWORK QUANTITY IS:
<br />VOLUME OF CUT= 321130 CYD
<br />THESE EARTHWORK QUANTITIES ARE NOT BID QUANTITIES. IT IS THE
<br />CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL QUANTITIES.
<br />35. CONTRACTOR SHALL SUBMIT TO DILLON & MURPHY FOR APPROVAL
<br />EQUIPMENT AND MATERIAL SPECIFICATION OF ITEMS HE WISHES TO
<br />SUBSTITUTE FROM THAT WHICH IS SPECIFIED ON THE IMPROVEMENT
<br />PLANS, SAN JOAQUIN COUNTY STANDARD PLANS AND SPECIFICATIONS
<br />AND PROJECT SPECIFICATIONS. SAN JOAQUIN COUNTY SHALL HAVE
<br />THE FINAL SAY.
<br />36. CONTRACTOR SHALL NOT CAUSE THE CONSTRUCTION SURVEY STAKES
<br />TO BE DESTROYED OR REMOVED UNTIL THE IMPROVEMENTS HAVE BEEN
<br />ACCEPTED BY THE INSPECTOR. CONTRACTOR SHALL COORDINATE
<br />ACCEPTANCE OF IMPROVEMENTS BY THE INSPECTOR SO THAT THE
<br />PREVIOUS SET OF CONSTRUCTION STAKES DO NOT CONFLICT WITH THE
<br />NEXT PHASE OF CONSTRUCTION.
<br />37. ALL LINEAR FOOTAGES, AREAS OR VOLUMETRIC AMOUNTS OF PIPING
<br />MATERIAL, CONCRETE, ASPHALT CONCRETE, EXCAVATION AND IMPORT
<br />FILL MATERIAL SHOWN ON THESE IMPROVEMENT PLANS ARE
<br />APPROXIMATE. ACTUAL AS -BUILT FIELD MEASUREMENTS SHALL
<br />PREVAIL.
<br />43. TREATED WASTEWATER EFFLUENT IS DISPERSED BY SUB -SURFACE
<br />IRRIGATION INTO THE PROPOSED EARTH BERM AT THE SOUTHERN
<br />BOUNDARY OF THE PROJECT. (PLANS BY OTHERS)
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<br />DILLON & MURPHY
<br />CONSULTING CIVIL ENGINEERS
<br />ENGINEERING • PLANNING • SURVEYING
<br />1820 W. KETTLEMAN LANE, SUITE E, LODI, CALIFORNIA 95242 (209) 334-6613
<br />IMPROVEMENT PLANS FOR TRACT NO. 2927
<br />CASTELLO ESTATES
<br />GENERAL NOTES AND SPECIFICATIONS
<br />REV. N0. I DESCRIPTION DATE SCALE: 1'. = 50'
<br />DRAWN BY: SM/BH
<br />DESIGNED BY: CD
<br />CHECKED BY:
<br />AS BUILT BY:
<br />JANUARY, 2000
<br />SAN JOAQUIN COUNTY
<br />BENCH MARK: EL:
<br />DESCRIPTION:
<br />SHEET
<br />2
<br />JOB NO.
<br />9877
<br />Caur. FU 96MPD
<br />
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