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GENERAL NOTES
<br />1. SAN JOAQUIN COUNTY BENCHMARK - BRASS CAP IN CONCRETE CYLINDER IS LOCATED AT FINKBOHNER AND
<br />ALPINE RD. STAMPED P.O. - 22.2, 16- WEST OF ALPINE RD. SOUTH SIDE OF FWDOHNER RD. EL. 47.867.
<br />2. ALL APPLICABLE FEES TO BE PAID AND PERMITS REQUIRED SHALL BE OBTAINED BY THE CONTRACTOR
<br />BEFORE COMMENCEMENT OF CONSTRUCTION.
<br />3. ALL WORK SHALL CONFORM TO THE COUNTY OF SAN JOAQUIN IMPROVEMENT SPECIFICATIONS AND STANDARDS
<br />AND THE LATEST EDITION OF STATE OF CALIF., DEPT. OF TRANSPORTATION STANDARD SPECIFICATIONS
<br />AND PLANS.
<br />4. CONTRACTOR SHALL INSPECT SITE PRIOR TO BIDDING.
<br />5. PRIOR TO SUBMITTING A BID, THE -CONTRACTOR SHALL PERFORM THE NECESSARY EARTHWORK CALCULATIONS
<br />TO DETERMINE THE AMOUNT OF CUT AND FILL AND RESULTANT EXCESS OR SHORTAGE OF DIRT ONSITE,
<br />AND NOTIFY THE CONSULTING ENGINEER OF HIS RESULTS. IT IS THE CONTRACTOR'S RESPONSIBILITY
<br />TO INSURE THAT THE EARTHWORK WILL BALANCE ONSITE. EXCESS OF DIRT SHALL BE DISTRIBUTED
<br />EVENLY ON ALL LOTS, AFTER GRADING PLAN HAS BEEN REVISED TO ENSURE PROPER DRAINAGE.
<br />6. APPROPRIATE DUST CONTROL TO BE PROVIDED FOR THE ALLEVIATION OR PREVENTION OF A DUST
<br />NUISANCE, AT THE CONTRACTOR'S EXPENSE.
<br />7. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
<br />CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY FOR ALL
<br />PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED
<br />TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE
<br />CONSULTING ENGINEER, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL
<br />OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT.
<br />8. REFER TO THE FINAL MAP OF THIS SUBDIVISION FOR NECESSARY BOUNDARY AND LOT PROPERTY LINE
<br />DATA.
<br />9. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATIONS AND PROTECTING ALL UNDERGROUND FACILITIES
<br />AFFECTED BY THE WORK AND SHALL CONTACT UNDERGROUND SERVICES ALERT (USA) 48 HOURS PRIOR
<br />TO ANY EXCAVATION WORK FOR DETERMINATION AND LOCATION OF UNDERGROUND UTILITIES.
<br />(PHONE 1-800-6422444).
<br />10. DILLON ENGINEERING, CONSULTING ENGINEERS, SHALL SET ALL SURVEY CONTROLS AND CONSTRUCTION
<br />STAKES AS NECESSARY FOR COMPLETION OF WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
<br />PRESERVATION OF ALL SURVEY AND CONSTRUCTION STAKES. SURVEY AND CONSTRUCTION STAKES THAT
<br />ARE LOST OR DESTROYED DUE TO CONTRACTOR'S NEGLIGENCE WILL BE SET BY THE CONSULTING ENGINEER
<br />AT THE CONTRACTOR'S EXPENSE. DILLON ENGINEERING ASSUMES NO RESPONSIBILITY FOR ANY WORK
<br />CONSTRUCTED IF STAKED BY OTHERS.
<br />11. CONTRACTOR SHALL GIVE CONSULTING ENGINEER A MINIMUM OF 48 HOUR NOTIFICATION PRIOR TO ANY
<br />AND ALL STAKING, INCLUDING UTILITIES.
<br />12. PRIOR TO ANY CORRECTIVE ACTION BY THE CONTRACTOR WHICH IS NECESSARY DUE TO STAKING ERRORS,
<br />THE CONTRACTOR SHALL NOTIFY THE CONSULTING ENGINEER FOR RESTAKING AND VERIFICATION OF
<br />PREVIOUS STAKING. SHOULD ANY CORRECTIVE WORK BE DONE PRIOR TO NOTIFICATION, THE CONSULTING
<br />ENGINEER ASSUMES NO LIABILITY FOR THE COSTS INCURRED FOR THIS WORK.
<br />13. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT WRITTEN AUTHOR-
<br />IZATION FROM THE CONSULTING ENGINEER, OR ENGINEER, OR OWNER.
<br />14. PAVEMENT WHICH IS TO BE REMOVED SHALL BE SAWCUT ON A NEAT, STRAIGHT LINE AS SHOWN ON
<br />STRUCTURAL SECTION DETAIL. (ON ALPINE ROAD).
<br />15. LOT GRADING SHALL BE COMPLETED BEFORE STARTING ANY UNDERGROUND CQNZTRUCTION.
<br />16. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
<br />CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL
<br />PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED
<br />TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD
<br />HARMLESS, THE COUNTY OF SAN JOAQUIN, ITS ELECTED OFFICIALS, OFFICERS, EMPLOYEES, AND
<br />AGENTS FROM ANY AND ALL CLAIMS, COSTS OF LITIGATION, DAMAGES, AND ATTORNEY'S FEES, FOR
<br />PERSONAL INJURY OR PROPERTY DAMAGE OF WHATEVER NATURE WHICH ARE CLAIMED TO HAVE OCCURRED
<br />DURING THE TERM OF THIS PROJECT.
<br />17. COMPACTION TEST: CONTRACTOR TO PROVIDE COMPACTION TEST IN STREET AS
<br />REQUIRED BY SAN JOAQUIN COUNTY.
<br />NOTE:
<br />DIRECTOR : DIRECTOR OF PUBLIC WORKS, SAN JOAQUIN COUNTY, CA.
<br />CIVIL ENGINEERl : DILLON ENGINEERING, LODI, CA.
<br />OR ENGINEER f
<br />18. ALL TRAFFIC SIGNS AND MARKINGS SHALL CONFORM TO MANUAL ON UNIFORM TRAFFIC
<br />CONTROL DEVICES AND SAN JOAQUIN COUNTY STANDARDS.
<br />SERVICES
<br />SANITARY SEWER
<br />WATER
<br />STORM DRAINAGE
<br />ELECTRIC & GAS
<br />TELEPHONE
<br />PROVIDED BY
<br />INDIVIDUAL SEPTIC SYSTEMS
<br />INDIVIDUAL DOMESTIC WELLS
<br />COMMUNITY RETENTION POND.
<br />(HOMEOWNER'S ASSOCIATION)
<br />P.G. & E.
<br />PACIFIC BELL
<br />APPROVED BY THE SAN JOAQUIN COUNTY PUBLIC
<br />HEALTH SERVICES ENVIRONMENTAL SERVICE
<br />DIVISION.
<br />BY: CEJ .. iv, DATE:
<br />APPROVED BY THE STOCKTON FIRE DISTRICT.
<br />BY:A6wdw DATE: 3 - 5e- 9D
<br />--
<br />IMPROVEMENT
<br />W
<br />PLANS
<br />FOR
<br />TRACT N0. 2310
<br />ALPINE ESTATES
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />DECEMBER , 1989
<br />MAIN
<br />INDEX
<br />SHEET NO.
<br />1.
<br />�lm
<br />3.
<br />4.
<br />SITE
<br />a
<br />u
<br />FREMONT ST m
<br />• XFORO RO o
<br />S. R 0 a
<br />COppEROPOLIS
<br />ROAD
<br />c9
<br />VICINITY MAP
<br />NTS
<br />OF SHEETS
<br />TITLE OF DRAWINGS
<br />COVER SHEET
<br />EXISTING TOPO, GRADING & DRAINAGE PLAN
<br />SUMMERS COURT - PLAN & PROFILE
<br />RETENTION BASIN - PLAN
<br />ABBREVIATIONS
<br />AB
<br />AGGREGATE BASE
<br />AC
<br />ASPHALT CONCRETE
<br />6
<br />ANGLE
<br />ASB
<br />AGGREGATE SUB -BASE
<br />BC
<br />BEGINNING OF CURVE
<br />BK
<br />BACK
<br />BM
<br />BENCH MARK
<br />CONC
<br />CONCRETE
<br />CL OR Q
<br />CENTERLINE
<br />DPW
<br />DEPARTMENT OF PUBLIC WORKS
<br />EC
<br />END OF CURVE
<br />EL
<br />ELEVATION
<br />E
<br />EAST
<br />EP
<br />EDGE OF PAVEMENT
<br />EXIST
<br />EXISTING
<br />FG
<br />FINISH GRADE
<br />FL OR IL
<br />FLOW LINE
<br />FT
<br />FEET
<br />G
<br />GRADE
<br />GB
<br />GRADE BREAK
<br />IN
<br />INCHES
<br />INV
<br />INVERT ELEVATION
<br />L
<br />LENGTH OF CURVE
<br />LF
<br />LINEAL FEET
<br />MAX
<br />MAXIMUM
<br />EARTHWORK QUANTITIES
<br />SITE GRADING 9,400 CYD
<br />EXCAVATION 7,313 CYD
<br />c�
<br />& DETAILS
<br />LEGEND
<br />MIN
<br />MINIMUM
<br />MISC
<br />MISCELLANEOUS
<br />MON
<br />MONUMENT
<br />N
<br />NORTH
<br />NO.
<br />NUMBER
<br />OG
<br />ORIGINAL GROUND
<br />PL OR I_
<br />PROPERTY LINE
<br />PRC
<br />POINT OF REVERSE CURVE
<br />PVC
<br />POLYVINYL CHLORIDE
<br />PVMT
<br />PAVEMENT
<br />PUE
<br />PUBLIC UTILITIES EASEMENT
<br />R
<br />RADIUS OR RESISTANCE VALUE (SOIL)
<br />RP
<br />RETURN POINT OF CURB
<br />R/W
<br />RIGHT -OF WAY
<br />S
<br />SLOPE OR SOUTH
<br />SF
<br />SQUARE FEET
<br />SJ
<br />SAN JOAQUIN COUNTY
<br />STA
<br />STATION
<br />STD
<br />STANDARD
<br />TBM
<br />TEMPORARY BENCH MARK
<br />TI
<br />TRAFFIC INDEX
<br />TYP
<br />TYPICAL
<br />UG
<br />UNDERGROUND
<br />U.S.G.S.
<br />UNITED STATES GEOLOGICAL SURVEY
<br />W
<br />WATER OR WEST
<br />pp
<br />Povvae Fbix
<br />EXISTING PROPOSED
<br />STORM DRAIN
<br />0----- STORM DRAIN INLET
<br />STORM DRAIN MANHOLE
<br />FENCE
<br />T. SIGN
<br />ORIGINAL GROUND
<br />�- GRADE TO DRAIN
<br />OO MONUMENT BOX
<br />EDGE OF PAVEMENT
<br />—i• �- SWALE
<br />-- - - - -- PUBLIC U77LITY EASEMENT
<br />— - - - - RIGHT OF WAY
<br />DILLON ENGINEERING
<br />Q�oIESS1 ENGINEERING PLANNING SURVEYING
<br />W Di 1820 W. Kettieman Lone, Suite E
<br />Lodt. Califomia 95242
<br />No. 25835 (209) 334-6613
<br />EXPIRES ,� ALPINE ESTA TES
<br />12-31-93
<br />�I 1� ���" IMPROVEMENT PLANS
<br />^ OF CANE
<br />COVER SHEET
<br />REV. NO. I DESMP71ON
<br />DEPARTMENT OF PUBLIC WORKS
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />SCALE: AS SHOWN
<br />DESIGNED BY.• S.L.YADAV
<br />DRAWN BY.• J.P.
<br />CHECKED BY:
<br />AS BUILT BY 6 M
<br />APPROVED
<br />DATE: 9D
<br />HENRY M. HIRATA, RCE,21259
<br />DIRECTOR OF PUBLIC WORKS
<br />SAN JOAQUIN COUNTY, CALIF.
<br />SHEET NO.
<br />1
<br />OF SHEET
<br />N•:.:.:,
<br />4
<br />
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