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A. GENERAL NOTES
<br />1. OWNER: SUE UNDLY
<br />18881 S. LAMMERS ROAD
<br />TRACY, CAUFORNIA 95376
<br />2. CIVIL ENGINEER: SCHACK & COMPANY, INC.
<br />P. 0. BOX 339
<br />TRACY, CALIFORNIA 95378
<br />DAN R. SCHACK, RCE 32158
<br />3. PROPERTY 7819 W. UNNE ROAD430 WEST GRANT UNE ROAD
<br />ADDRESS: TRACY, CAUFORNIA 95376
<br />4. ASSESSOR'S 233-030-18
<br />PARCEL NO.:
<br />5. BENCH MARK: BRASS CAP 461' WEST OF CHRISMAN ROAD ON NW
<br />CORNER CONCRETE CULVERT ELEV. = 120.526 PER
<br />SAN JOAQUIN COUNTY DATUM.
<br />6. ALL MATERIAL AND WORKMANSHIP SHALL
<br />CONFORM WITH THE SPECIFICATIONS, STANDARDS
<br />AND ORDINANCES OF THE SAN JOAQUIN COUNTY AND
<br />SHALL BE PART OF THESE IMPROVEMENT PLANS.
<br />STANDARD SPECIFICATIONS AND DETAILS ARE
<br />AVAILABLE IN THE OFFICE OF SAN JOAQUIN COUNTY
<br />DEPARTMENT OF PUBUC WORKS.
<br />7. WHERE THE PLANS OR SPECIFICATIONS
<br />DESCRIBE PORTIONS OF THE WORK IN GENERAL
<br />TERMS BUT NOT IN COMPLETE DETAIL, IT IS
<br />UNDERSTOOD THAT ONLY THE BEST GENERAL
<br />PRACTICE IS TO PREVAIL AND THAT MATERIALS AND
<br />WORKMANSHIP OF THE FIRST QUALITY ARE TO BE
<br />USED. NOTED DIMENSIONS TAKE PRECEDENT OVER
<br />SCALE. ANY DISCREPANCY SHALL IMMEDIATELY BE
<br />BROUGHT TO THE ATTENTION OF SCHACK A: COMPANY,
<br />INC., (209) 835-2178.
<br />8. CONTRACTOR AND SUB -CONTRACTORS SHALL BE
<br />RESPONSIBLE FOR VERIFYING ALL SITE AND
<br />EXISTING CONDITIONS, DIMENSIONS, ETC., PRIOR
<br />TO SUBMITTING A BID AND CONSTRUCTION.
<br />9. THE EXISTING UNDERGROUND UTILITIES ARE
<br />PLOTTED FROM AVAILABLE RECORDS. CONTRACTOR
<br />SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT
<br />THESE UTILITIES. THE CONTRACTOR SHALL DO NO
<br />EXCAVATION UNTIL ALL UTILITY AGENCIES HAVE
<br />BEEN NOTIFIED AND HAVE BEEN GIVEN THE
<br />OPPORTUNITY TO MARK THEIR FACIUTIES IN THE
<br />FIELD. IT IS THE CONTRACTOR'S RESPONSIBIUTY
<br />TO VERIFY THE LOCATION OF ALL EXISTING
<br />UTILITIES. PRIOR TO OPENING AN EXCAVATION,
<br />THE CONTRACTOR SHALL DETERMINE WHETHER
<br />UNDERGROUND INSTALLATION, I.E., SEWER, WATER,
<br />STORM DRAINAGE, ELECTRIC LINES, GAS LINES,
<br />CABLE T.V. LINES, ETC., WILL BE ENCOUNTERED,
<br />AND THE APPROXIMATE LOCATION OF SUCH AN
<br />INSTALLATION. THE EXACT LOCATION SHALL BE
<br />DETERMINED BY CAREFUL PROBING OR HAND DIGGING
<br />AND, WHEN IT IS UNCOVERED, ADEQUATE
<br />PROTECTION SHALL BE PROVIDED FOR THE EXISTING
<br />INSTALLATION. ALL KNOWN OWNERS OF
<br />UNDERGROUND FACIUTIES IN THE AREA CONCERNED
<br />SHALL BE ADVISED OF PROPOSED WORK AT LEAST
<br />FORTY-EIGHT HOURS PRIOR TO THE START OF
<br />ACTUAL EXCAVATION. CALL U.S.A. 1-800-642-
<br />2444, P.G. 8: E. (209) 466-4581, PACIFIC BELL
<br />TELEPHONE (209) 811-3300, SAN JOAQUIN COUNTY
<br />DEPARTMENT OF PUBLIC WORKS (209) 468-3000.
<br />10. AN ENCROACHMENT PERMIT SHALL BE OBTAINED
<br />BY THE CONTRACTOR FROM SAN JOAQUIN COUNTY,
<br />DEPARTMENT OF PUBLIC WORKS PRIOR TO ANY OFF-
<br />SITE CONSTRUCTION ON EXISTING COUNTY RIGHT OF
<br />WAYS. ANY AND ALL SPECIFIC REQUIREMENTS OR
<br />CONSTRUCTION DETAILS IMPOSED BY THE
<br />ENCROACHMENT PERMIT SHALL BECOME A PART OF
<br />THESE IMPROVEMENT PLANS.
<br />It. SAN JOAQUIN COUNTY DEPARTMENT OF PUBUC
<br />WORKS SHALL BE NOTIFIED BY THE CONTRACTOR AT
<br />LEAST FORTY-EIGHT HOURS IN ADVANCE OF ANY
<br />OFF-SITE CONSTRUCTION (209) 468-3000.
<br />12. THE CONTRACTOR SHALL BE HELD RESPONSIBLE
<br />FOR ANY FIELD CHANGES MADE WITHOUT THE
<br />WRITTEN AUTHORIZATION FROM SCHACK & COMPANY,
<br />INC.
<br />13. EACH CONTRACTOR IS RESPONSIBLE FOR
<br />COORDINATION OF THE REMOVAL OR RELOCATION OF
<br />ANY AND ALL EXISTING UTILITIES WITH THE
<br />RESPECTIVE UTILITY COMPANY. COST OF THIS
<br />COORDINATION IS TO BE INCLUDED IN THE PRICES
<br />BID FOR THE VARIOUS IMPROVEMENTS TO COMPLETE
<br />THE PROJECT.
<br />14. GENERAL CONTRACTOR AGREES THAT HE SHALL
<br />ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
<br />JOB SITE CONDITIONS DURING THE COURSE OF
<br />CONSTRUCTION OF THIS PROJECT, INCLUDING
<br />SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS
<br />REQUIREMENT SHALL APPLY CONTINUALLY AND NOT
<br />BE UMITED TO NORMAL WORKING HOURS. AND THAT
<br />THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND
<br />HOLD THE OWNER, ENGINEER OR SURVEYOR HARMLESS
<br />FROM ANY AND ALL UABIUTY, REAL OR ALLEGED,
<br />IN CONNECTION WITH THE PERFORMANCE OF WORK ON
<br />THIS PROJECT, EXCEPTING FOR LIABILITY ARISING
<br />FROM THE SOLE NEGUGENCE OF THE OWNER,
<br />ENGINEER OR THE SURVEYOR.
<br />15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
<br />THE PRESERVATION OF ALL SURVEY AND
<br />CONSTRUCTION STAKES. SURVEY AND CONSTRUCTION
<br />STAKES THAT ARE LOST OR DESTROYED DUE TO THE
<br />CONTRACTOR'S NEGUGENCE WILL BE RESET BY THE
<br />PROJECT SURVEYOR AT THE CONTRACTOR'S EXPENSE.
<br />16. CONTRACTOR SHALL BE RESPONSIBLE FOR
<br />.PROTECTING EXISTING IMPROVEMENTS FROM DAMAGE.
<br />17. CONTRACTORS SHALL BE REQUIRED TO
<br />COOPERATE WITH THEMSELVES AND UTILITY
<br />COMPANIES INSTALLING NEW STRUCTURES,
<br />UTIUTIES AND SERVICES TO THE DEVELOPMENT,
<br />AND ANY DELAY CAUSED BY SUCH INSTALLATION
<br />SHALL NOT BE CONSIDERED AS RIGHT-OF-WAY
<br />DELAY.
<br />18. ALL UNDERGROUND SERVICES SHALL BE
<br />INSTALLED IN CONFORMANCE WITH THE SAN JOAQUIN
<br />COUNTY DEPARTMENT OF PUBLIC WORKS.
<br />19. GRADES SHOWN ON THIS PLAN DO NOT
<br />NECESSARILY REFLECT A BALANCED EARTHWORK CUT
<br />AND FILL QUANTITIES. CONTRACTOR SHALL IMPORT
<br />OR EXPORT EARTH MATERIALS AS REQUIRED IN
<br />ORDER TO CONSTRUCT THE IMPROVEMENTS TO THE
<br />GRADES SHOWN AT NO EXTRA COST TO THE OWNER.
<br />20. ANY FILL PLACED SHALL BE PROPERLY
<br />COMPACTED AS REQUIRED BY THE PLANS AND THESE
<br />SPECIFICATIONS.
<br />A. EARTH FILL TO ESTABUSH PAVED
<br />AREA SUBGRADE SHALL BE COMPACTED TO A
<br />MINIMUM RELATIVE COMPACTION OF 90%.
<br />EXCEPT THAT THE AREA WITHIN SIX INCHES
<br />BELOW SUBGRADE SHALL BE COMPACTED TO A
<br />MINIMUM RELATIVE COMPACTION OF 95%.
<br />B. EARTH FILL TO ESTABLISH
<br />FINISHED GRADE OUTSIDE THE PAVED AREAS
<br />AND BUILDING AREAS SHALL BE COMPACTED TO
<br />A MINIMUM RELATIVE COMPACTION OF BOX
<br />WITHIN LOTS AND 90% IN ROAD RIGHT OF
<br />WAY.
<br />C. FILL AND COMPACTION WITHIN THE
<br />BUILDING AREA SHALL BE IN ACCORDANCE
<br />WITH THE BUILDING PLANS AND/OR
<br />SPECIFICATIONS.
<br />D. FILL SHALL BE NON -EXPANSIVE
<br />MATERIAL AND SHALL BE FREE OF VEGETATION
<br />OR DELETERIOUS MATTER. FILL SHALL BE
<br />COMPACTED IN LIFTS NOT TO EXCEED EIGHT
<br />INCHES.
<br />ALL AREAS TO BE COVERED WITH ASPHALT
<br />CONCRETE PAVEMENT SHALL HAVE A SUBGRADE
<br />COMPACTED TO 95% RELATIVE COMPACTION TO A
<br />POINT SIX INCHES BELOW SUBGRADE.
<br />CONTRACTOR'S BID SHALL INCLUDE THE COST
<br />OF ANY NECESSARY SOILS COMPACTION AND
<br />MATERIALS TESTING.
<br />21. ASPHALT CONCRETE: ASPHALT CONCRETE
<br />SHALL BE TYPE B AND SHALL CONFORM TO THE
<br />PROVISIONS OF SECTION 39 OF THE CALTRANS
<br />STANDARD SPECIFICATIONS. THE PENETRATION
<br />RANGE OF PAVING ASPHALT SHALL BE 85-100;
<br />AGGREGATE SHALL BE ONE-HALF (1/Y) INCH
<br />MAXIMUM MEDIUM GRADING FOR SURFACING. PRIME
<br />COAT SHALL BE A LIQUID ASPHALT GRADE S.C.-250
<br />OR S.C.-70 AND SHALL BE APPLIED TO THE ENTIRE
<br />PAVED AREA AND THE COST SHALL BE INCLUDED IN
<br />THE UNIT PRICE BID FOR ASPHALT CONCRETE.
<br />PRIME COAT SHALL BE PLACED IN ACCORDANCE WITH
<br />THE REQUIREMENTS OF SECTION 39-4 OF THE
<br />CALTRANS STANDARD SPECIFICATIONS.
<br />22. AGGREGATE BASE: AGGREGATE BASE SHALL BE
<br />CLASS TWO CONFORMING TO THE REQUIREMENTS OF
<br />SECTION 26-102B OF THE CALTRANS STANDARD
<br />SPECIFICATIONS. SPREADING AND COMPACTING
<br />AGGREGATE BASE SHALL CONFORM TO THE
<br />REQUIREMENTS OF SECTION 26-1.04 OF THE
<br />CALTRANS STANDARD SPECIFICATION.
<br />23. THE GRADING AND PAVING CONTRACTOR SHALL
<br />ADJUST TO FINISHED GRADE THE TOPS OF ALL
<br />PROPOSED AND EXISTING VALVE BOXES, MANHOLES,
<br />CATCH BASINS, MONUMENT BOXES AND ELECTRICAL
<br />BOXES, ETC., AND THE COST OF SUCH WORK SHALL
<br />BE INCLUDED IN THE UNIT PRICES FOR STREET
<br />WORK.
<br />24. ALL STORM DRAINAGE AND WATER
<br />CONSTRUCTION ON-SITE SHALL BE CONSTRUCTED IN
<br />ACCORDANCE WITH THESE PLANS AND SAN JOAQUIN
<br />COUNTY DEPARTMENT OF PUBLIC WORKS ADOPTED
<br />UNIFORM PLUMBING CODE, AND UNIFORM BUILDING
<br />CODE. PIPE MATERIAL SHALL BE THAT ALLOWED BY
<br />THE UNIFORM PLUMBING CODE AND SAN JOAQUIN
<br />COUNTY DEPARTMENT OF PUBLIC WORKS. IT IS THE
<br />CONTRACTOR'S RESPONSIBILITY TO VERIFY TYPE
<br />AND SPECIFICATIONS OF ALL MATERIAL, FITTINGS,
<br />ETC., WITH THE CIVIL ENGINEER.
<br />25. GRADING AND PAVING CONTRACTOR SHALL
<br />COORDINATE THE INSTALLATION OF ALL
<br />ELECTRICAL, LANDSCAPE IRRIGATION, AND
<br />UNDERGROUND UTIUTY CONDUITS WITH APPROPRIATE
<br />SUB -CONTRACTORS AND UTILITY COMPANIES PRIOR
<br />TO CONSTRUCTION.
<br />26. THE OFFICE OF SCHACK & COMPANY, INC.,
<br />1025 CENTRAL AVENUE, TRACY, CALIFORNIA (209)
<br />835-2178, SHALL BE NOTIFIED 72 HOURS IN
<br />ADVANCE OF ANY REQUIRED CONSTRUCTION
<br />,SURVEYING.
<br />27. CONTRACTOR SHALL COMPLY WITH THE
<br />REQUIREMENTS OF CHAPTER NINE, SECTIONS 6705,
<br />6706, 6707 OF THE STATE LABOR CODE.
<br />28. CONTRACTOR SHALL PROVIDE DUST CONTROL AT
<br />ALL TIMES DURING CONSTRUCTION AS PER SECTION
<br />TEN OF THE STANDARD SPECIFICATIONS OF THE
<br />STATE OF CALIFORNIA AND AS PER SAN JOAQUIN
<br />COUNTY DEPARTMENT OF PUBUC WORKS
<br />REQUIREMENTS.
<br />29. CONTRACTORS AND SUB -CONTRACTORS BIDDING
<br />ON THIS PROPOSED PROJECT SHALL CAREFULLY
<br />EXAMINE THESE PLANS .AND CAREFULLY REVIEW THE
<br />CONSTRUCTION SITE TO OBTAIN FIRST HAND
<br />KNOWLEDGE OF EXISTING CONDITIONS AND TO
<br />DETERMINE SPECIFICALLY WHAT IS REQUIRED TO BE
<br />ACCOMPLISHED IN HIS PORTION OF THE TOTAL
<br />WORK. IF ANY DOUBT EXISTS TO THE INTENT OF
<br />THE PLANS, SPECIFIC DETAILS, CONSTRUCTION
<br />NOTES, OR IF THE CONTRACTOR AND SUB-
<br />CONTRACTOR REQUIRE ADDITIONAL INFORMATION, IT
<br />MUST BE CLARIFIED WITH SCHACK 6: COMPANY, INC.
<br />PRIOR TO BIDDING, OR HIS BID SHOULD STATE
<br />ACCURATELY WHAT IS INCLUDED AND WHAT IS
<br />EXCLUDED.
<br />30. CONTRACTOR AND ANY SUB -CONTRACTOR USING
<br />PLANS WHICH ARE UNAPPROVED BY THE SAN JOAQUIN
<br />COUNTY PUBLIC WORKS AND PLANNING DEPARTMENTS
<br />SHALL DO SO AT THEIR OWN RISK. SCHACK &
<br />COMPANY, INC. WILL NOT BE HELD RESPONSIBLE
<br />FOR USAGE OF SUCH PLANS FOR THE CONSTRUCTION
<br />OF THIS PROJECT.
<br />31. ALL CONSTRUCTION SHALL BE IN ACCORDANCE
<br />WITH ALL APPUCABLE STATE AND LOCAL CODES
<br />INCLUDING THE 1994 •d. UNIFORM BUILDING;
<br />PLUMBING; FIRE; AND MECHANICAL CODES; STATE
<br />TITLE 24 AND THE LATEST ADOPTED EDITION OF
<br />THE NATIONAL ELECTRIC CODE.
<br />32. IN THE EVENT THAT SCHACK & COMPANY, INC.
<br />IS NOT EMPLOYED TO DO THE CONSTRUCTION
<br />SURVEYING, THIS NOTE IS TO GIVE FORMAL NOTICE
<br />THAT SCHACK & COMPANY, INC. CANNOT, AND WILL
<br />NOT, TAKE RESPONSIBIUTY FOR ERRORS OR
<br />OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND
<br />WHICH COULD HAVE BEEN AVOIDED OR DETECTED
<br />AND/OR CORRECTED OR MITIGATED HAD SCHACK 8:
<br />COMPANY, INC. DONE THE CONSTRUCTION
<br />SURVEYING.
<br />33. CONTRACTOR SHALL BE RESPONSIBLE FOR
<br />PRESSURE AND BACTERIA TESTING OF WATER LINES
<br />AS REQUIRED BY SAN JOAQUIN COUNTY DEPARTMENT
<br />OF PUBLIC WORKS. BACTERIA TEST SHALL BE
<br />TAKEN BY A CERTIFIED LABORATORY TECHNICIAN.
<br />34. INSPECTION DURING CONSTRUCTION:
<br />ANY IMPROVEMENTS CONSTRUCTED TO THE
<br />SPECIFICATIONS AND WHICH IT IS INTENDED THAT
<br />SAN JOAQUIN COUNTY WILL ASSUME MAINTENANCE
<br />RESPONSIBIUTY, MUST BE INSPECTED DURING
<br />CONSTRUCTION BY AN AUTHORIZED AGENT OF SAN
<br />JOAQUIN COUNTY. EACH PHASE OF CONSTRUCTION
<br />MUST BE INSPECTED AND APPROVED PRIOR TO
<br />PROCEEDING TO THE SUBSEQUENT PHASES.
<br />ANY IMPROVEMENTS CONSTRUCTED WITHOUT
<br />INSPECTION AS PROVIDED ABOVE OR CONSTRUCTED
<br />CONTRARY TO THE ORDER OR INSTRUCTIONS OF THE
<br />AUTHORIZED AGENT OF SAN JOAQUIN COUNTY WILL
<br />BE DEEMED AS NOT COMPLYING WITH SAN JOAQUIN
<br />COUNTY STANDARDS AND SPECIFICATIONS, AND WILL
<br />NOT BE ACCEPTED BY SAN JOAQUIN COUNTY FOR
<br />MAINTENANCE PURPOSES.
<br />SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC
<br />WORKS WILL PERFORM FIELD INSPECTION FOR THIS
<br />PROJECT.
<br />35. CHANGES ON PLANS AND SPECIFICATIONS:
<br />ANY CHANGES TO THE APPROVED IMPROVEMENT
<br />PLANS AND SPECIFICATIONS MUST BE PREPARED AND
<br />CERTIFIED BY SCHACK & COMPANY, INC. AND SHALL
<br />BE SUBMITTED TO SAN JOAQUIN COUNTY DEPARTMENT
<br />OF PUBLIC WORKS FOR APPROVAL PRIOR TO
<br />IMPLEMENTATION.
<br />36. ALL TRAFFIC SIGNS AND MARKINGS SHALL
<br />CONFORM TO SAN JOAQUIN COUNTY STANDARDS AND
<br />TO THE MANUAL ON UNIFORM TRAFFIC CONTROL
<br />DEVICES.
<br />37. REFER TO THE PROJECT SPECIFICATIONS FOR
<br />INFORMATION NOT SHOWN ON THE PLANS. ANY
<br />DISCREPANCIES BETWEEN THE PLANS AND
<br />SPECIFICATIONS SHALL BE BROUGHT TO THE
<br />IMMEDIATE ATTENTION OF THE "CONSULTING
<br />ENGINEER'
<br />38. CONTRACTOR AGREES THAT HE SHALL ASSUME
<br />SOLE AND COMPLETE RESPONSIBIUTY FOR JOB SITE
<br />CONDITIONS DURING THE COURSE OF CONSTRUCTION
<br />OF THIS PROJECT, INCLUDING SAFETY OF ALL
<br />PERSONS AND PROPERTY. THAT THIS REQUIREMENT
<br />SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED
<br />TO NORMAL WORKING HOURS; AND THAT THE
<br />CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD
<br />HARMLESS, THE COUNTY OF SAN JOAQUIN, ITS
<br />ELECTED OFFICIALS, OFFICERS, EMPLOYEES AND
<br />AGENTS FROM ANY AND ALL CLAIMS, COSTS OF
<br />LITIGATION, DAMAGES, AND ATTORNEY'S FEES, FOR
<br />PERSONAL INJURY OR PROPERTY DAMAGE OF
<br />WHATEVER NATURE WHICH ARE CLAIMED TO HAVE
<br />OCCURRED DURING THE TERM OF THIS PROJECT.
<br />-7e3•q-T
<br />SUE LINDLY
<br />7819 W. LINNE ROAD
<br />TRACY, CALIFORNIA
<br />VICINITY MAP NTS
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<br />1.
<br />GENERAL NOTES
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<br />TELEPHONE:
<br />NATURAL GAS & ELECTRIC:
<br />IRRIGATION DISTRICT:
<br />FIRE DISTRICT:
<br />SCHOOL DISTRICT:
<br />SANITARY SERVICE:
<br />DOMESTIC WATER:
<br />STORM DRAINAGE:
<br />UTILITIES/DISTRICTS
<br />PACIFIC BELL TELEPHONE COMPANY: 209-811-4745
<br />PACIFIC GAS & ELECTRIC: 209-456-2261.
<br />BANTA CARBONA IRRIGATION DISTRICT: 209-835-4670
<br />TRACY RURAL FIRE DISTRICT: 209-835-1883
<br />f
<br />TRACY JOINT UNION & JEFFERSON ELEMENTARY SCHOOL DISTRICT: 209-831-5032
<br />INDIVIDUAL SEPTIC TANKS d: LEACH FIELDS
<br />INDIVIDUAL WELLS
<br />STORM DRAIN POND TO SERVICE ALL PARCELS
<br />APPROVED BY: SAN JOAQUIN COUNTY PUBUC HEALTH SERVICES
<br />ENVIRONMENTAL HEALTH DIVISION
<br />SIGNATURE
<br />APPROVED Y: MRURA E DISTRICT
<br />SIGN J
<br />`vim
<br />COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF PUBLIC WORKS
<br />HENRY M. HIRATAJ-/R.C.E: 24
<br />DIRELTOR OF PUKjC WORKS
<br />DATE
<br />8-s-9 7
<br />DATE
<br />DATE:
<br />EXP. DATE:
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