11
<br />NOTES
<br />I. ALL MATPRIAL AND WORKMANSHIP SHALL CONFORM WITH THE SPECIFICATIONS,
<br />STANDARDS AND ORDINANCES OF SAN JOAQUIN COUNTY DEPARTMENT OF PUB-
<br />LIC WORKS AND SHALL BE PART OF THESE IMPROVEMENT PLANS. STAND-
<br />ARD SPECIFICATIONS AND DETAILS ARE AVAILABLE AT THE SAN JOAQUIN
<br />COUNTY DEPARTMENT OF PUBLIC WORKS.
<br />2. WHERE THE PLANS OR SPECIFICATIONS 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 MATERIALS
<br />AND WORKMANSHIP OF THE FIRST QUALITY ARE TO BE USED. NOTED DI-
<br />MENSIONS TAKE PRECEDENT OVER SCALE. ANY DISCREPANCY SHALL IM-
<br />MEDIATELY BE BROUGHT TO THE ATTENTION OF QUARTAROLI AND ASSOCIATES.
<br />(209) 239-4908
<br />3. CONTRACTORS SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDI-
<br />TIONS PRIOR TO SUBMITTING A BID.
<br />4. THE EXISTING UNDERGROUND UTILITIES ARE PLOTTED FROM AVAILABLE RE-
<br />CORDS. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT
<br />THESE UTILITIES. THE CONTRACTOR SHALL DO NO EXCAVATION UNTIL ALL
<br />UTILITY AGENCIES HAVE BEEN NOTIFIED AND HAVE BEEN GIVEN THE OP-
<br />PORTUNITY TO MARK THEIR FACILITIES IN THE FIELD. IT IS THE CON-
<br />TRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING
<br />UTILITIES. PRIOR TO OPENING AN EXCAVATION, THE CONTRACTOR SHALL
<br />F.TE� RMINE I4HETHER UNDERGROUND INSTALLATION, I.E., SEWER, WATER,
<br />STORM DRAINAGE, ELECTRIC LINES, GAS LINES, CABLE T.V. LINES, ETC.,
<br />WILL BE ENCOUNTERED AND, THE APPROXIMATE, LOCATION OF SUCH AN IN-
<br />STALLATION. THE EXACT LOCATION SHALL BE DETERMINED BY CAREFUL
<br />PROBING OR HAND DIGGING AND, WHEN IT IS UNCOVERED, ADEQUATE PRO-
<br />TECTION SHALL BE PROVIDED FOR THE EXISTING INSTALLATION. ALL
<br />KNOWN OWNERS OF UNDERGROUND FACILITIES IN THE AREA CONCERNED
<br />SHALL BE ADVISED OF PROPOSED WORK AT LEAST 48 HOURS PRIOR TO THE
<br />START OF ACTUAL EXCAVATION. CALL U.S.A. 1-800-642-2444. PG&E -
<br />(209) 835-2730, PACIFIC BELL TELEPHONE - (209) 811-3300, SAN
<br />JOAQUIN COUNTRY DEPARTMENT OF PUBLIC WORKS (209) 468-3000.
<br />5. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE SAN JOAQUIN
<br />COUNTY DEPARTMENT OF PUBLIC WORKS PRIOR TO ANY OFF-SITE CONSTRUC-
<br />TION /41 WkI ,TOG X006 rl�K_Ar_ WAT.
<br />6. THE SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS SHALL BE NOTI-
<br />FIED BY THE CONTRACTOR AT LEAST 48 HOURS IN ADVANCE OF ANY OFF-
<br />SITE CONSTRUCTION (209) 468-3000
<br />7. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES
<br />MADE WITHOUT THE WRITTEN AUTHORIZATION FROM QUARTAROLI & ASSOCIATES.
<br />8. EACH CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THE REMOVAL
<br />OR RELOCATION OF ANY AND ALL EXISTING UTILITIES WITH THE RESPEC-
<br />TIVE UTILITY COMPANY. COST OF THIS COORDINATION IS TO BE INCLUDED
<br />IN THE PRICES BID FOR THE VARIOUS IMPROVEMENTS TO COMPLETE THE
<br />PROJECT.
<br />9. GENERAL CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
<br />RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CON-
<br />STRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
<br />PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUALLY AND NOT
<br />BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR $HAL�y
<br />DEFEND, INDEMNIFY AND HOLD THE OWNER, ENGINEER,Qr_WU 4f-.*S.,.1,'0JN�`({{�� (-
<br />LESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED; IN CONNECTION
<br />WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIA-
<br />BILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, ENGINEER,
<br />IrAMr.4f_q IJ 4111PM-rf.
<br />10. BENCH MARK: SAN JOAQUIN COUNTY BRASS DISC STAMPED "AA -BB -41" IN
<br />CONCRETE HEADWALL OF THE BANTA CARBONA IRRIGATION DISTRICT IRRI-
<br />GATION BOX ON THE NORTH SIDE OF VALPICO ROAD AT THE INTERSECTION
<br />OF FAIROAKS ROAD AND VALPICO ROAD. ELEVATION = 104.50.
<br />11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF ALL
<br />SURVEY AND CONSTRUCTION STAKES. SURVEY AND CONSTRUCTION STAKES
<br />THAT ARE LOST OR DESTROYED DUE TO THE CONTRACTOR'S NEGLIGENCE
<br />WILL BE RESET BY THE PROJECT SURVEYOR AT THE CONTRACTOR'S EXPENSE.
<br />12. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING IMPROVE-
<br />MENTS FROM DAMAGE.
<br />13. CONTRACTORS SHALL BE REQUIRED TO COOPERATE WITH THEMSELVES AND
<br />UTILITY COMPANIES INSTALLING NEW STRUCTURES, UTILITIES AND SER-
<br />VICES TO THE DEVELOPMENT, AND ANY DELAY CAUSED BY SUCH INSTALLA-
<br />TION SHALL NOT BE CONSIDERED AS RIGHT-OF-WAY DELAY.
<br />14. ALL UNDERGROUND SERVICES SHALL BE INSTALLED IN CONFORMANCE WITH
<br />SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS STANDARDS.
<br />15. GRADES SHOWN ON THIS PLAN DO NOT NECESSARILY REFLECT A BALANCED
<br />EARTH -WORK CUT AND FILL QUANTITIES. CONTRACTOR SHALL IMPORT OR
<br />EXPORT EARTH MATERIAL AS REQUIRED IN ORDER TO CONSTRUCT THE IM-
<br />PROVEMENTS TO THE GRADES SHOWN AT NO EXTRA COST TO THE OWNER.
<br />16. ANY FILL PLACED SHALL BE PROPERLY COMPACTED AS REQUIRED BY THE
<br />PLANS AND THESE SPECIFICATIONS.
<br />A. EARTH FILL TO ESTABLISH PAVED AREA SUBGRADE SHALL BE COM-
<br />PACTED TO A MINIMUM RELATIVE COMPACTION OF 90%, EXCEPT THAT
<br />THE AREA WITHIN 6" BELOTJ SUBGRADE SIiALL BE COMPACTED TO A
<br />MINIMUM RELATIVE COMPACTION OF 95%.
<br />B. EARTH FILL TO ESTABLISH FINISHED GRADE OUTSIDE THE PAVED AREAS
<br />AND BUILDING AREAS SHA�L BE COMPACTED TO A MINIMUM RELATIVE
<br />COMPACTION OF 80% WnI K4 �J2 1D% 10
<br />C. FILL AND COMPACTION WITHIN THE; BUILDING AREA SHALL BE IN AC-
<br />CORDANCE WITH THE BUILDING PLANS AND/OR SPECIFICATIONS.
<br />ALL AREAS TO BE COVERED WITH ASPHALT CONCRETE PAVEMENT SHALL HAVE
<br />A SUBGRADE COMPACTED TO 95% RELATIVE COMPACTION TO A POINT 6"
<br />BELOW SUBGRADE.
<br />17. CONTRACTOR'S BID SHALL INCLUDE THE COST OF ANY NECESSARY SOILS
<br />FOMPACTION TESTING.
<br />18. SPHALT CONCRETE: ASPHALT CONCRETE SHALL BE TYPE B AND SHALL CON -
<br />ORM TO TH PROVISIONS OF SECTION 39 OF THE CALTRANS STANDARD SPE-
<br />QIFICATIONS. THE PENETRATION RANGE OF PAVING ASPHALT SHALLBE
<br />05-100, AGGREGATE SHALL BE ONE-HALF (%2") INCH MAXIMUM MEDIUM
<br />(GRADING FOR SURFACING.
<br />PRIME COAT SHALL BE A LIQUID ASPHALT GRADE SC -250 T_
<br />5,,570}/�(I
<br />;APPLIED TO THE ENTIRE PAVED AREA AND THE COST SHALL BE INCLUDED
<br />IN THE UNIT PRICE BID FOR ASPHALT CONCRETE. PRIME COAT SHALL
<br />BE PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 39-4
<br />OF THE CALTRANS STANDARD SPECIFICATIONS.
<br />19. AGGREGATE BASE: AGGREGATE BASE SHALL BE CLASS 2 CONFORMING TO
<br />THE REQUIREMENTS OF SECTION 26-102B OF THE CALTRANS STANDARD SPE-
<br />CIFICATIONS. SPREADING AND COMPACTING AGGREGATE BASE SHALL CON-
<br />FORM TO THE REQUIREMENTS OF SECTION 26-1.04 OF THE CALTRANS STAND-
<br />ARD SPECIFICATION.
<br />20. THE GRADING AND PAVING CONTRACTOR SHALL ADJUST TO FINISHED GRADE
<br />THE TOPS OF ALL PROPOSED AND EXISTING VALVE BOXES AND WATER METER
<br />BOXES AND THE COST OF SUCH WORK SHALL BE INCLUDED IN THE UNIT
<br />PRICES FOR STREET WORK.
<br />21. THE DOMESTIC WATER LINE SHALL BE CONSTRUCTED IN ACCORDANCE WITH
<br />THESE PLANS, AND THE SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC
<br />WORKS ADOPTED UNIFORM PLUMBING CODE, AND UNIFORM BUILDING CODE.
<br />PIPE MATERIAL SHALL BE THAT ALLOWED BY THE UNIFORM PLUMBING CODE
<br />AND THE SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS. IT IS
<br />THE CONTRACTOR'S RESPONSIBILITY TO VERIFY TYPE AND SPECIFTCA-
<br />22. GRADING AND PAVING CONTRACTOR SHALL COORDINATE THE INSTALLATION
<br />OF ALL UNDERGROUND UTILITY CONDUITS WITH APPROPRIATE SUB -CONTRACTORS
<br />AND UTILITY COMPANIES PRIOR TO CONSTRUCTION.
<br />23. THE OFFICE OF QUARTAROLI AND ASSOCIATES, 160 NORTHGATE DRIVE,
<br />MANTECA, CALIFORNIA (209) 239-4908, SHALL BE NOTIFIED 72 HOURS
<br />IN ADVANCE OF ANY REQUIRED CONSTRUCTION SURVEYING.
<br />24. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER 9, SEC-
<br />TION 6705, 6706, 6707, OF THE STATE LABOR CODE.
<br />25. CONTRACTOR SHALL PROVIDE DUST CONTROL AT ALL TIMES DURING CON-
<br />STRUCTION AS PER SECTION 10 OF THE STANDARD SPECIFICATIONS OF
<br />THE STATE OF CALIFORNIA AND AS PER THE SAN JOAQUIN COUNTY DE-
<br />PARTMENT OF PUBLIC WORKS.
<br />26. CONTRACTORS AND SUB -CONTRACTORS BIDDING ON THIS PROPOSED PRO-
<br />JECT SHALL CAREFULLY EXAMINE THESE PLANS AND CAREFULLY REVIEW
<br />THE CONSTRUCTION SITE TO OBTAIN FIRST HAND KNOWLEDGE OF EXISTING
<br />CONDITIONS AND TO DETERMINE SPECIFICALLY WHAT IS REQUIRED TO BE
<br />ACCOMPLISHED IN HIS PORTION OF THE TOTAL WORK. IF ANY DOUBT
<br />EXISTS TO THE INTENT OF THE PLANS, SPECIFIC DETAILS, CONSTRUC-
<br />TION NOTES, OR IF THE CONTRACTOR AND SUB -CONTRACTOR REQUIRES
<br />ADDITIONAL INFORMATION, IT MUST BE CLARIFIED WITH QUARTAROLI
<br />AND ASSOCIATES PRIOR TO BIDDING, OR HIS BID SHOULD STATE ACCU-
<br />RATELY WHAT IS INCLUDED AND WHAT IS EXCLUDED.
<br />27. CONTRACTOR AND ANY SUB -CONTRACTOR USING PLANS WHICH ARE UNAP-
<br />PROVED BY THE SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS AND
<br />PLANNING DEPARTMENTS SHALL DO SO AT THEIR OWN RISK. QUARTAROLI
<br />AND ASSOCIATES WILL NOT BE HELD RESPONSIBLE FOR USAGE OF SUCH
<br />PLANS FOR THE CONSTRUCTION OF THIS PROJECT.
<br />28. IN THE EVENT THAT QUARTAROLI AND ASSOCIATES IS NOT EMPLOYED TO
<br />DO THE CONSTRUCTION SURVEYING, THIS NOTE IS TO GIVE FORMAL NOTICE
<br />THAT QUARTAROLI AND ASSOCIATES CANNOT, AND WILL NOT TAKE RESPON-
<br />SIBILITY FOR ERRORS OR OMISSIONS, IF ANY WHICH MIGHT OCCUR AND
<br />WHICH COULD HAVE BEEN AVOIDED OR DETECTED AND/OR CORRECTED OR
<br />MITIGATED HAD QUARTAROLI AND ASSOCIATES DONE THE CONSTRUCTION
<br />SURVEYING.
<br />29. A GEOTECHNICAL INVESTIGATION WAS PREPARED FOR THIS PROJECT SITE
<br />IBY J. H. KLEINFELDER AND ASSOCIATES DATED FEBRUARY 18, 1988,
<br />FILE No 20-2983-1 AND IS MADE A PART OF THESE PLANS BY REFERENCE.
<br />30. THIS SITE CONTAINS 40.31± ACRES.
<br />31. INSPECTION DURING CONSTRUCTION:
<br />ANY IMPROVEMENTS CONSTRUCTED TO THE SPECIFICATIONS AND WHICH IT
<br />IS INTENDED THAT THE COUNTY OR DISTRICT WILL ASSUME MAINTENANCE
<br />RESPONSIBILITY, MUST BE INSPECTED DURING CONSTRUCTION BY AN
<br />AUTHORIZED AGENT OF THE OWNER AND DIRECTOR. EACH PHASE OF
<br />CONSTRUCTION MUST BE INSPECTED AND APPROVED PRIOR TO PROCEEDING
<br />TO THE SUBSEQUENT PHASES.
<br />ANY IMPROVEMENTS CONSTRUCTED WITHOUT INSPECTION AS PROVIDED
<br />ABOVE OR CONSTRUCTED CONTRARY TO THE ORDER OR INSTRUCTIONS OF
<br />THE AUTHORIZED AGENT OF THE OWNER AND DIRECTOR WILL BE DEEMED
<br />AS NOT COMPLYING WIH SAN JOAQUIN COUNTY STANDARDS AND
<br />SPECIFICATIONS, AND WILL NOT BE ACCEPTED BY SAN JOAQUIN COUNTY
<br />FOR MAINTENANCE PURPOSES.
<br />THE COUNTY DEPARTMENT OF PUBLIC WORKS WILL PERFORM FIELD
<br />INSPECTION FOR THIS PROJECT.
<br />32. ALL TRAFFIC SIGNS AND MARKINGS SHALL CONFORM TO SAN JOAQUIN
<br />COUNTY STANDARDS AND TO THE MANUAL ON UNIFORM TRAFFIC CONTROL
<br />DEVICES.
<br />33. AT THE TIME OF ACCEPTANCE OF IMPROVEMENTS, THE RESOLUTION
<br />SHOULD DECLARE LEEWARD WAY AT LEEWARD COURT AND HILLVIEW STREET
<br />AT HILLVIEW COURT AS THROUGH HIGHWAYS.
<br />34. CHANGES ON PLANS AND SPECIFICATIONS
<br />ANY CHANGES TO THE APPROVED IMPROVEMENT PLANS AND
<br />SPECIFICATIONS MUST BE PREPARED AND CERTIFIED BY THE
<br />"CONSULTING ENGINEER" AND SHALL BE SUBMITTED TO THE DIRECTOR
<br />FOR APPROVAL PRIOR TO IMPLEMENTATION.
<br />35. Refer e er to the Project Specifications for information not shown
<br />on the plans. Any discrepancies between the plans and
<br />specifications shall be brought to the immediate attention of
<br />the "Consulting Engineer."
<br />OWNERS / DEVELOPERS
<br />THIS SIGNIFIES THE OWNERS AND DEVELOPERS HAVE _REVIEWED ThE FINAL
<br />COUNTY APPROVED IMPROVEMENT PLANS AND SPECIFICATIONS FOR BOJOLI ES-
<br />TATES, TRACT NO. 2124, AND ACKNOWLEDGE THE INFORMATION AND DATA
<br />SHOWN CONFORMS TO THAT WHICH THEY PROPOSED.
<br />OWNERS/DEVELOPERS:
<br />W.D.O. INC. PARASS LAND CO.
<br />P.O. BOX 134 P.O. BOX 419
<br />TRACY, CA 955778/-0134 TRACY, CA 95378
<br />OWNERS
<br />RICHARD C. HACKETT
<br />CAROL A. HA�TT
<br />D. CKSON, SR.
<br />W.
<br />n, \
<br />ATRICIA JVYQP JA SOF-- N`
<br />IMPROVEMENT PLANS FOR
<br />TRACT NO. 2124
<br />BOJOLI
<br />ESTATES
<br />A PORTION OF LOTS
<br />'30;,31,32 & 33 AND ALL OF LOTS 24 & 25 OF THE
<br />23,
<br />"BRICHETTO TRACT OF THE CARBONA IRRIGATED FARMS"
<br />IN SECTION 3, - T.3S.,R.5E., , M.D.B: & M.
<br />SAN JOAQUIN COUNTY CALIFORNIA
<br />VICINITY MAP
<br />UTILITY DISTRICTS
<br />TELEPHONE: PACIFIC BELL TELEPHONE COMPANY (209) 811-4745
<br />NATURAL GAS & ELECTRICITY: PACIFIC GAS & ELECTRIC (209) 466-2261
<br />IRRIGATION DISTRICT: BANTA CARBONA IRRIGATION DISTRICT (209) 835-4670
<br />FIRE DISTRICT: TRACY RURAL FIRE DISTRICT (209) 835-1883
<br />SCHOOL DISTRICT: TRACY JOINT UNION AND JEFFERSON ELEMENTARY SCHOOL DISTRICTS
<br />(209) 831-5032
<br />SANITARY SERVICE: INDIVIDUAL SEPTIC TANKS AND LEACH FIELDS
<br />DOMESTIC WATER: COUNTY SERVICE AREA NO.,,44 ., WITH INTERIM INDIVIDUAL WATER
<br />WELLS ON EACH LOT.
<br />STORM DRAINAGE: INDIVIDUAL RETENTION BASINS
<br />3&. AT THE TIME OF PREPARATION OF THESE,
<br />IMPROVEMENT PLANS, A MASTER WATER SERVICES
<br />PLAN HAD NOT BEEN PREPARED FOR THE PROJECT
<br />AREA. WATER MAIN SIZES SHOWN ARE BASED ON a 6'a"Sa,tI
<br />ESTIMATED FUTURE DEVELOPMENT AND ESTIMATED
<br />SERVICE TO BE PROVIDED, AND THE SOURCE OF
<br />ANY FUTURE WATER SUPPLY IS UNKNOWN.
<br />THEREFORE, R. W. SIEGFRIED & ASSOCIATES
<br />SHALL NOT BE HELD RESPONSIBLE FOR THE.
<br />ADEQUACY OF THE WATER MAIN SIZING SHOWN ON
<br />THE PLANS.
<br />APPROVED: SAN JOAQUIN COUNTY BUREAU OF FIRE PREVENTION
<br />DATE
<br />APPROVED: TRACY RURAL FIRE DISTRICT
<br />DA
<br />C414R:.ma a' s
<br />SHEET INDEX
<br />1. COVER SHEET
<br />2. OVERALL SITE AND DRAINAGE PLAN
<br />3. VALPICO ROAD
<br />4. VALPICO ROAD
<br />5. LEEWARD WAY
<br />6. LEEWARD WAY
<br />7. HILLVIEW STREET
<br />8. LEEIJARD COURT AND HILLVIEW COURT
<br />9. CONSTRUCTION DETAILS
<br />APPROVED: SAN JOAQUIN
<br />COUNTY
<br />LOCAL HEALTH DEPARTMENT
<br />W
<br />t
<br />�
<br />COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF PUBLIC WORKS
<br />APPROVED
<br />'NvNPY tl. 44A- ",� \\ %
<br />DIRECTOR OF PUBLIC WORKS
<br />APPROVED REVISION
<br />DATE
<br />R.G.E. NO 21
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