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GENERAL NOTES (CIVILA
<br />I. ALL NEW IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE
<br />REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS, AND THE LATEST
<br />EDITION OF SAN JOAQUIN COUNTY STANDARD SPECIFICATIONS AND PLANS
<br />AND THE JULY 11412 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION
<br />STANDARD SPECIFICATIONS.
<br />2. THE INTENT 15 THAT THESE PLANS REQUIRE ALL LABOR AND
<br />MATERIALS (EXCEPT AS SPECIFIED IN THE SPECIFICATIONS)
<br />NECESSARY AND PROPER FOR THE WORK CONTEMPLATED AND THAT THE WORK
<br />BE COMPLETED IN ACCORDANCE WITH THEIR TRUE INTENT AND PURPOSE.
<br />THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY REGARDING
<br />ANY DISCREPANCIES AND AMBIGUITIES WHICH MAY EXIST IN THE PLANS OR
<br />SPECIFICATIONS. IF THE PLANS DESCRIBE PORTIONS OF THE WORK IN
<br />GENERAL TERMS BUT NOT IN COMPLETE DETAIL, IT 15 UNDERSTOOD THAT
<br />ONLY THE BEST 6ENERAL PRACTICE 15 TO PREVAIL AND THAT ONLY
<br />MATERIALS AND WORKMANSHIP OF THE FIRST QUALITY ARE TO BE USED.
<br />3. THE TYPE -5, LOCATION, SIZES AND/OR DEPTHS OF EXI5TIN6 UNDERGROUND
<br />UTILITIES AS SHOWN ON THESE PLANS WERE OBTAINED BY THE DESIGN
<br />ENGINEER FROM "OUTSIDE 50URGE5," BELIEVED TO BE RELIABLE. HOWEVER,
<br />THE CONTRACTOR 15 CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL REVEAL
<br />THE TYPES, EXTENT, SIZES, LOCATION, AND DEPTHS OF SUCH UNDERGROUND
<br />UTILITIES. KJEL05EN, 51NNOCK d NEUDEGK ASSUMES NO RESPONSIBILITY
<br />FOR THE COMPLETENESS OR ACCURACY OF ITS DELINEATION OF SUCH
<br />UNDERGROUND UTILITIES WHICH MAY BE ENCOUNTERED BUT WHICH ARE
<br />NOT SHOWN ON THESE DRAWINGS.
<br />4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYIN6 THE
<br />LOCATION OF ALL EXISTING UNDERGROUND UTILITIES AND SHALL CONTACT
<br />THE RESPECTIVE UTILITY COMPANIES PRIOR TO COMMENCEMENT OF WORK.
<br />HE SHALL BE RESPONSIBLE FOR THE LOCATION AND PRESERVATION OF ALL
<br />SUCH FACILITIES IN THE AREA OF CONSTRUCTION, AND SHALL NOTIFY
<br />UTILITY COMPANIES TWENTY-FOUR HOURS IN ADVANCE OF ANY
<br />CONSTRUCTION (UNDER6ROUND SERVICE ALERT 1-500-642-2444).
<br />5. THE CONTRACTOR'S ATTENTION 15 DIRECTED TO SECTION 1540
<br />(A)(1) OF THE CONSTRUCTION SAFETY ORDERS (TITLE 6 CALIFORNIA
<br />ADMINISTRATION CODE SECTION 1540), 15%ED BY THE OCCUPATIONAL
<br />SAFETY AND HEALTH STANDARDS BOARD PURSUANT TO THE CALIFORNIA
<br />OCCUPATIONAL SAFETY AND HEALTH ACT OF Icr3, A5 AMENDED, WHICH
<br />STATES:
<br />PRIOR TO OPENING AN EXCAVATION, EFFORT SHALL BE MADE TO
<br />DETERMINE WHETHER UNDERGROUND INSTALLATION: I.E., SEWER,
<br />WATER, FUEL, ELECTRIC LINES, ETC., WILL BE ENCOUNTERED AND, IF
<br />50, WHERE SUCH UNDERGROUND INSTALLATIONS ARE LOCATED. WHEN THE
<br />EXCAVATION APPROACHES THE APPROXIMATE LOCATION OF SUCH AN
<br />INSTALLATION, THE EXACT LOCATION SHALL BE DETERMINED BY
<br />CAREFUL PROBING OR AND DI6GIN6; AND WHEN IT 15 UNCOVERED,
<br />ADEQUATE PROTECTION SHALL BE PROVIDED FOR THE EXI5TING
<br />INSTALLATION. ALL KNOWN OWNERS OF UNDERGROUND FACILITIES IN
<br />THE AREA CONCERNED SHALL BE ADVISED OF PROP05ED WORK AT LEAST
<br />46 HOURS PRIOR TO THE START OF ACTUAL EXCAVATION.
<br />6. THE CONTRACTOR SHALL PROVIDE SHORING, $RAGING, SLOPING OR
<br />PROVISIONS TO PROTECT WORKMEN FOR ALL AREAS TO BE EXCAVATED TO A
<br />DEPTH OF FIVE FEET OR MORE. SAID PROTECTION TO BE DONE IN
<br />ACCORDANCE WITH THE REQUIREMENTS OF LOCAL, STATE, AND FEDERAL
<br />REGULATION5 (GAL -OSHA, OSHA).
<br />7. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF THE
<br />REMOVAL AND/OR RELOCATION OF ALL EX15TINO UTILITIES WITH
<br />RESPECTIVE UTILITY COMPANIES.
<br />6. FINAL PAVEMENT WORK SHALL NOT OCCUR WITHIN THE ROAD RIGHT-OF-
<br />WAY PRIOR TO COMPLETION OF UTILITY RELOCATION WITHOUT SPECIFIC
<br />APPROVAL OF THE 5AN JOAQUIN COUNTY PUBLIC WORKS DEPARTMENT.
<br />9. ALL TRENCHES AND CROSS TRENCHES WITHIN EXISTING STREETS
<br />SHALL BE BACK FILLED AND PAVED WITH TEMPORARY PAVING THE SAME DAY
<br />THE PAVEMENT OUT 15 MADE OR COVERED WITH STEEL PLATES A5 DIRECTED
<br />BY SAN JOAQUIN COUNTY PUBLIC WORKS DEPARTMENT.
<br />10. ASBESTOS GEMENT MATERIALS SHALL NOT BE USED IN THE
<br />CONSTRUCTION OF ANY FACILITIES WITHIN THI5 PROJECT.
<br />II. THE CONTRACTOR SHALL EXPOSE ALL EXISTING SEWERS, STORM
<br />DRAINS. AND CLEARANCES OF KNOWN CROSSINGS WITH OTHER UTILITIES
<br />BEFORE IN5TALLIN6 NEW PIPELINES. IF THE CONTRACTOR DETERMINES
<br />THE EXI5TIN6 INVERTS ARE NOT IN CONFORMANCE WITH THE PLANS, HE
<br />SHALL NOTIFY THE ENGINEER BEFORE PERFORMING ANY WORK.
<br />12. PRIOR TO PLACEMENT OF ANY FINISH ASPHALT CONCRETE OR
<br />CONCRETE, THE CONTRACTOR SHALL VERIFY ALL FINISH GRADES AND
<br />SLOPES FOR COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ALT
<br />(ADA).
<br />13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FIELD LHAN6E5
<br />MADE WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER
<br />REPRESENTATIVE.
<br />14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE
<br />SITE AND SURROUNDIN6 AREAS RESULTING FROM OPERATIONS PRIOR TO
<br />ACCEPTANCE OF H15 WORK.
<br />15. DURING CONSTRUCTION THE CONTRACTOR SHALL MAINTAIN THE
<br />INTEGRITY OF EXISTING FACILITIES. THE CONTRACTOR 15 RE5PON51BLE
<br />TO REPAIR, TO THE SATISFACTION OF SAN JOAQUIN COUNTY, ANY
<br />FACILITIE5 DAMAGED DURING CONSTRUCTION AT NO C05T TO THE OWNER.
<br />GENERAL NOTES
<br />16. CONTRACTOR TO REFERENCE AND RESTORE ALL "RECORDED" EXI5TINC
<br />MONUMENTS AND/OR PROPERTY CORNER REFERENCES DESTROYED, REMOVED
<br />OR 015TLRBED DURING THE COURSE OF CONSTRUCTION.
<br />1"I. WHERE EXISTING FENCES ARE TO BE REMOVED FOR CONSTRUCTION PURPOSES
<br />CONTRACTOR SHALL REMOVE AND REPLACE THE FENCING IN KIND. WHERE THE
<br />EXISTING FENCE 15 USED FOR PROPERTY SECURITY AND/OR CONTAINMENT
<br />CONTRACTOR SHALL ERECT TEMPORARY FENGIN& DURING (NOT SHOWN ON PLANS)
<br />CONSTRUCTION AS SHOWN HEREON OR AS DIRECTED BY THE OWNERS
<br />REPRESENTATIVE.
<br />16. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT AND PAY ALL FEES
<br />DUE FOR SAID PERMIT PRIOR TO START OF CONSTRUCTION.
<br />19. ALL WORK IN PUBLIC RIGHT-OF-WAY SUBJECT TO THE APPROVAL AND
<br />ACCEPTANCE OF SAN JOAQUIN COUNTY PUBLIC WORKS DEPARTMENT.
<br />CONSTRUCTION NOTES:
<br />I. THE CONTRACTOR SHALL LAYOUT IMPROVEMENTS FROM THE DIMENSIONS
<br />SHOWN ON THE PLANS. ANY CLARIFICATION ON CONFLICTS,
<br />DISCREPANCIES OR AMBIGUITIES SHOULD BE DIRECTED TO THE
<br />DE51ON EN61NEER PRIOR TO THE CONSTRUCTION OF THE
<br />IMPROVEMENTS.
<br />2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MATCHING EXISTING
<br />SURROUNDING LANDSCAPE AND OTHER IMPROVEMENTS WITH A
<br />TRANSITION IN PAVING, CURBS, GUTTERS. SIDEWALK5, 6RADE5,
<br />ETC., AND TO AVOID ANY ABRUPT OR APPARENT CHAN6E5 IN
<br />R055 SLOPES, LOW SPOTS OR HAZARDOUS CONDITIONS.
<br />3. WHERE PAVEMENT 15 TO BE EXTENDED, EXISTING PAVEMENT
<br />SHALL BE SAW -GUT.
<br />4. ALL NEW CONCRETE FLATWORK SHALL BE DRILLED AND DOWELED
<br />AND/OR KEYED INTO EXI5TIN& FLATWORK IN ACCORDANCE WITH
<br />SAN JOAQUIN COUNTY STANDARD PLANS AND SPECIFICATIONS.
<br />5. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY
<br />SIGNS FOR ALL REGULATOR TRAFFIC SIGN REMOVED DURING THE
<br />6. ALL GRADING TO BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS
<br />CONTAINED IN THE GEOTECHNICAL INVE5TI&ATION PREPARED BY:
<br />KLEINFELDER, INCORPORATED.
<br />1. CUT/FILL SLOPES SHALL BE NO STEEPER THAN TWO HORIZONTAL
<br />TO ONE VERTICAL.
<br />6. THE INTENT 15 TO BALANCE THE EARTHWORK AT THE ROUGH GRADIN&
<br />5TA6E. THE CONTRACTOR 15 RE5PON55ILE FOR VERIFYING THE GRADIN&
<br />QUANTITIES AND SHALL COMPENSATE FOR ANY FUTURE UNDERGROUND UTILITY
<br />TRENCH SPOIL. IF DURING THE GRADING PROCE55 THE CONTRACTOR DETERMINES
<br />THERE 15 EITHER AN EXCE55 OR 5HORTA6E OF DIRT, THE CONTRACTOR SHALL
<br />NOTIFY THE ENGINEER OF THE APPROXIMATE 5HORTA&E OR EXCESS YARDAGE
<br />OF DIRT, IN TURN THE ENGINEER WILL MAKE ADJUSTMENT TO THE PLAN TO
<br />ACCOMODATE THE QUANTITY DISCREPANCY.
<br />COUNTY WIDE STANDARDS
<br />DRAWING NUMBER DRAWING TITLE
<br />D-12 CHAIN LINK FENCE
<br />GW -D14 16" STORM DRAIN INLET CATCHBA51N
<br />DESCRIPTION5
<br />5HEET
<br />DB -1
<br />OB -2
<br />DB -3
<br />DB -4
<br />DB -5
<br />DB -6
<br />DB -7
<br />DB -6
<br />DB -41
<br />DB -10
<br />DB -Il
<br />DE50RIPTION
<br />TITLE SHEET
<br />6ENERAL CIVIL NOTES
<br />SURVEY CONTROL
<br />DETENTION BA51N OVERALL
<br />DETENTION BASIN CONTROL
<br />DETENTION BASIN &RADIN6
<br />DETENTION BASIN INLET PIPE
<br />MISCELLANEOUS DETAILS
<br />MISCELLANEOUS DETAILS
<br />MISCELLANEOUS DETAILS
<br />SAN JOAQUIN COUNTY STANDARD DRAWINGS
<br />COUNTY WIDE STANDARDS, SHEET NUMBERS
<br />NEW
<br />•
<br />•
<br />O
<br />•
<br />520.003
<br />E�
<br />ml�_•lw
<br />EXISTNG
<br />DESCRIPTION
<br />©
<br />DROP INLET
<br />40
<br />CATCH BA51N
<br />0
<br />AGRICULTURAL IRRIGATION VALVES
<br />OO
<br />STORM DRAIN MANHOLE
<br />O
<br />ROOF DRAIN
<br />0
<br />STAND PIPES
<br />O
<br />CLEANOUT
<br />OO
<br />SANITARY SEWER MANHOLE
<br />Qw
<br />WATER METER
<br />®
<br />BLOWOFF VALVE
<br />D4
<br />FIRE HYDRANT A55EMBLY
<br />D4
<br />WATER VALVE
<br />DETAIL IDENTIFICATION NUMBER
<br />P05T INDICATOR VALVE
<br />C>
<br />FIRE DEPARTMENT CONNECTION
<br />®
<br />IRRIGATION CONTROL VALVE
<br />El
<br />PRE-55URE VACUUM BREAKER
<br />a
<br />BACKFLOW PREVENTER
<br />❑ PULL BOX
<br />O UTILITY POLE
<br /># LIGHT
<br />TEMPORARY LI&HT
<br />®
<br />6A5 REGULATOR
<br />©
<br />6A5 METER
<br />D4
<br />GAS VALVE
<br />DETAIL INDICATOR
<br />P05T OR BOLLARD
<br />DETAIL IDENTIFICATION NUMBER
<br />51614 P05T LOCATION
<br />PIPE SLOPE, 6UTTER SLOPE
<br />x (04# SPOT ELEVATION
<br />MATCH LINE
<br />5 SHADED PORTION 15 THE SIDE CONSIDERED
<br />NUMBER INDICATES ADJACENT DRAWING
<br />NOTE INDICATOR
<br />F5 NOTE NUMBER A5 INDICATED
<br />CONVENTIONS
<br />AS
<br />BENCH MARK
<br />0
<br />CONTROL POINT OR T.B.M.
<br />AG
<br />5
<br />DETAIL INDICATOR
<br />6A5 LINE
<br />DETAIL IDENTIFICATION NUMBER
<br />COMMUNICATION LINE
<br />GI.OI
<br />DRAWING WHERE DETAIL 15 SHOWN
<br />O
<br />DETAIL INDICATOR
<br />NOTE: DRAWING NOTE WILL IDENTIFY
<br />0
<br />o
<br />WHERE DETAIL 15 SHOWN
<br />A5
<br />REVISION
<br />REV15ION NUMBER
<br />BOG
<br />BACK OF CURB
<br />LIN
<br />SECTION INDICATOR
<br />5
<br />DETAIL IDENTIFICATION NUMBER
<br />G2.0
<br />DRAWING WHERE DETAIL 15 DRAWN
<br />MATCH LINE
<br />5 SHADED PORTION 15 THE SIDE CONSIDERED
<br />NUMBER INDICATES ADJACENT DRAWING
<br />NOTE INDICATOR
<br />F5 NOTE NUMBER A5 INDICATED
<br />CONVENTIONS
<br />AS
<br />ANCHOR BOLT/AGGREGATE BASE
<br />JP
<br />JOINT POLE
<br />AG
<br />ASPHALTIC CONCRETE
<br />---GAS---
<br />6A5 LINE
<br />---TEL---
<br />COMMUNICATION LINE
<br />KV
<br />KILOVOLT
<br />BG
<br />BEGINNING OF CURVE
<br />�
<br />0
<br />o
<br />BM
<br />BENCH MARK
<br />LF
<br />LINEAL FEET
<br />BOG
<br />BACK OF CURB
<br />LIN
<br />LINEAR
<br />90114 W
<br />BACK OF WALK
<br />LP
<br />LOW POINT
<br />GB
<br />CATCH BASIN
<br />MAX
<br />MAXIMUM
<br />GG
<br />CENTER TO CENTER
<br />MB
<br />MACHINE BOLT
<br />GIP
<br />CAST IRON PIPE
<br />MH
<br />MAINTENANCE HOLE
<br />CIL
<br />CENTERLINE
<br />MIN
<br />MINIMUM
<br />GMP
<br />CORRUGATED METAL PIPE
<br />MON
<br />MONUMENT
<br />GMU
<br />CONCRETE MASONRY UNIT
<br />GONG
<br />CONCRETE
<br />NIG
<br />NOT IN CONTRACT
<br />CONT
<br />CONTINUOUS
<br />NTS
<br />NOT TO SCALE
<br />GR
<br />CURB RETURN
<br />GTR
<br />CENTER
<br />OG
<br />ON CENTER
<br />GY
<br />CUBIC YARD
<br />OD
<br />OUTSIDE DIAMETER
<br />06
<br />ORIGINAL &ROUND
<br />D
<br />STORM DRAIN
<br />DI
<br />DROP INLET
<br />PAV
<br />PAVEMENT
<br />DIA
<br />DIAMETER
<br />PB
<br />PULL BOX
<br />DIM
<br />DIMENSION
<br />PIG
<br />PRIMARY CONTROL
<br />DW
<br />DOMESTIC WATER
<br />PIV
<br />P05T INDICATOR VALVE
<br />PL
<br />PROPERTY LINE OR PLATE
<br />E
<br />ELECTRIC
<br />POG
<br />POINT OF CONNECTION
<br />EA
<br />EACH
<br />PP
<br />POWER POLE
<br />EB
<br />ELECTRICAL BOX
<br />PR
<br />PAIR
<br />EG
<br />END OF CURVE
<br />pRG
<br />POINT OF REVERSE
<br />EJ
<br />EXPANSION JOINT
<br />CURVATURE
<br />ELEV
<br />ELEVATION
<br />P5F
<br />POUNDS PER SQUARE FOOT
<br />EP
<br />EDGE OF PAVEMENT
<br />PSI
<br />POUNDS PER SQUARE INCH
<br />ESGP
<br />EXTRA STRENGTH CONCRETE PIPE
<br />PUE
<br />PUBLIC UTILITIES EASEMENT
<br />EW
<br />EACH WAY
<br />PVGP
<br />POLYVINYLCHLORIDE PIPE
<br />EXISTAV
<br />EXISTING
<br />R
<br />RADIUS
<br />FDG
<br />FIRE DEPARTMENT CONNECTION
<br />RGP
<br />REINFORCED CONCRETE PIPE
<br />FDN
<br />FOUNDATION
<br />REINF
<br />REINFORCED
<br />FF
<br />FIN15HED FLOOR
<br />RWD
<br />REDWOOD
<br />F6
<br />FIN15H CRAVE
<br />R/W
<br />RIGHT OF WAY
<br />FH
<br />FIRE HYDRANT
<br />FIN
<br />FIN15H
<br />$
<br />SLOPE
<br />FL
<br />FLOW LINE
<br />5D
<br />STORM DRAIN
<br />RA
<br />FLOOR
<br />SPED
<br />SPECIFICATION
<br />FM
<br />FORGE MAIN
<br />5Q
<br />SQUARE
<br />FOC^
<br />FACE OF CURB
<br />swr
<br />SQUARE FEET
<br />FT
<br />FEET
<br />SCID
<br />SQUARE YARD
<br />FW
<br />FIRE WATER
<br />5$
<br />SANITARY SEWER
<br />STA
<br />STATION
<br />6A
<br />GAUGE
<br />STD
<br />STANDARD
<br />6
<br />6A5
<br />GAL
<br />GALLON
<br />TEL
<br />TELEPHONE
<br />&ALV
<br />6ALVANIZED
<br />TG
<br />TOP OF CURB
<br />GPM
<br />GALLONS PER MINUTE
<br />T06
<br />TOP OF GRATE
<br />6R
<br />CRATE
<br />TOW
<br />TOP OF WALK
<br />TP
<br />TELEPHONE POLE
<br />HOW
<br />HORIZONTAL
<br />TPB
<br />TELEPHONE PULL BOX
<br />HP
<br />HIGH POINT
<br />TPR
<br />TRANSFORMER
<br />TYP
<br />TYPICAL
<br />ID
<br />IN51DE DIAMETER (DIM)
<br />16
<br />INTERRUPTA13LE 6A5
<br />W
<br />WATER
<br />IN
<br />INCH
<br />INV
<br />INVERT
<br />YD
<br />YARDS
<br />IP
<br />IRON PIPE
<br />IRRI
<br />IRRIGATION
<br />INTX
<br />INTERSECTION
<br />PROPOSED EXI5TIN6 DESCRIPTION
<br />1
<br />10"W
<br />GAS
<br />TEL
<br />12KV
<br />1"C
<br />LINETYPES
<br />- 1�- - -
<br />STORM DRAIN LINE
<br />- �-- - -
<br />SANITARY SEWER LINE
<br />---10"W---
<br />WATER LINE
<br />---GAS---
<br />6A5 LINE
<br />---TEL---
<br />COMMUNICATION LINE
<br />---12KV---
<br />ELECTRICAL LINE
<br />- - -1 "C- - - -
<br />ELECTRICAL CONDUIT
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