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THE CONTRACTOR SHALL CAREFULLY READ ALL OF THE NOTES AND SPECIFICATIONS, THE
<br />CONTRACTOR SHALL BE SATISFIED AS TO THE TRUE MEANING AND INTENTION AND SHALL BE
<br />RESPONSIBLE FOR COMPLYING WITH EACH.
<br />GENERAL NOTES
<br />1) ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH THE FOLLOWING:
<br />SAN JOAQUIN COUNTY STANDARDS
<br />CALIFORNIA WELL STANDARDS:
<br />CALIFORNIA DEPARTMENT OF WATER RESOURCES BULLETIN 74-81 AND 74-90
<br />2001 UNIFORM BUILDING CODE (UBC)
<br />2002 CALIFORNIA BUILDING CODE (CBC) SUPPLEMENT
<br />UNIFORM PLUMBING CODE (UPC)
<br />AMERICAN CONCRETE INSTITUTE (ACI)
<br />NATIONAL ELECTRIC CODE (NEC)
<br />ALL WORK SHALL BE UNDER THE INSPECT70N OF THE SAN JOAQUIN COUNTY.
<br />2) IT IS INTENDED THAT THESE PLANS AND SPECIFICATIONS REQUIRE ALL LABOR AND
<br />MATERIALS NECESSARY AND PROPER FOR THE WORK CONTEMPLATED AND THAT THE WORK
<br />BE COMPLETED IN ACCORDANCE WITH THEIR TRUE INTENT AND PURPOSE. THE CONTRACTOR
<br />SHALL NOTIFY THE ENGINEER IMMEDIATELY REGARDING ANY DISCREPANCIES OR AMBIGUITIES
<br />WHICH MAY EXIST IN THE PLANS OR SPECIFICATIONS. THE ENGINEERS INTERPRETATION OR
<br />CORRECTION THEREOF SHALL BE CONCLUSIVE
<br />3) WHERE THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF THE WORK /N GENERAL
<br />TERMS BUT NOT /N COMPLETE DETAIL, IT IS UNDERSTOOD THAT ONLY THE BEST GENERAL
<br />PRACTICE /S TO PREVAIL AND THAT ONLY MATERIALS AND WORKMANSHIP OF THE FIRST
<br />QUALITY ARE TO BE USED.
<br />4) THE CONTRACTOR SHALL BE SKILLED AND REGULARLY ENGAGED IN THE GENER4L CLASS
<br />AND TYPE OF WORK CALLED FOR IN THE PROJECT PLANS AND SPECIFICATIONS. THEREFORE,
<br />THE OWNER IS RELYING UPON THE EXPERIENCE AND EXPERTISE OF THE CONTRACTOR, IT
<br />SHALL BE EXPECTED THAT PRICES PROVIDED WITHIN THE CONTRACT DOCUMENTS SHALL
<br />INCLUDE ALL LABOR AND MATERIALS NECESSARY AND PROPER FOR THE WORK
<br />CONTEMPLATED AND THAT THE WORK BE COMPLETED /N ACCORDANCE WITH THEIR TRUE
<br />INTENT AND PURPOSE.
<br />5) THE CONTRACTOR SHALL BE COMPETENT, KNOWLEDGEABLE AND HAVE SPECIAL SKILLS ON
<br />THE NATURE, EXTENT AND INHERENT CONDITIONS OF THE WORK TO BE PERFORMED.
<br />CONTRACTOR SHALL ALSO ACKNOWLEDGE THAT THERE ARE CERTAIN PECULIAR AND INHERENT
<br />CONDITIONS EXISTENT IN THE CONSTRUCTION OF THE PARTICULAR FACILITIES, WHICH MAY
<br />CREATE, DURING THE CONSTRUCTION PROCESS, UNUSUAL OR PECULIAR UNSAFE CONDITIONS
<br />HAZARDOUS TO PERSONS, PROPERTY AND THE ENVIRONMENT. CONTRACTOR SHALL BE
<br />AWARE OF SUCH PECULIAR RISKS AND HAVE THE SKILL AND EXPERIENCE TO FORESEE AND
<br />TO ADOPT PROTECTIVE MEASURES TO ADEQUATELY AND SAFELY PERFORM THE
<br />CONSTRUCTION WORK WITH RESPECT TO SUCH HAZARDS.
<br />6) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND LICENSES REQUIRED
<br />FOR THE CONSTRUCTION AND COMPLETION OF THE PROJECT AND SHALL PERFORM ALL
<br />WORK IN ACCORDANCE WITH THE REQUIREMENTS AND CONDITIONS OF ALL PERMITS AND
<br />APPROVALS APPLICABLE TO THIS PROJECT
<br />7) CONTRACTORS SHALL INSPECT THE SITE OF THE WORK PRIOR TO BIDDING TO SATISFY
<br />THEMSELVES BY PERSONAL EXAMINATION OR BY SUCH OTHER MEANS AS THEY MAY PREFER,
<br />OF THE LOCATION OF THE PROPOSED WORK, AND OF THE ACTUAL CONDITIONS OF AND AT
<br />THE S17E OF WORK. IF, DURING THE COURSE OF THEIR EXAMINATION, A BIDDER FINDS FACTS
<br />OR CONDITIONS WHICH APPEAR TO THEM TO BE IN CONFLICT WITH THE LETTER OR SPIRIT OF
<br />THE PROJECT PLANS AND SPECIFICATIONS, THEY SHALL CONTACT THE ENGINEER FOR
<br />ADDITIONAL INFORMATION AND EXPLANATION BEFORE SUBMITTING THEIR BID.
<br />8) ALL STATIONS REFER TO DISTANCES ALONG ALIGNMENT CENTERLINE, UNLESS OTHERWISE
<br />NOTED. ALL STA77ONS OFF CENTERLINE ARE PERPENDICULAR TO OR RADIALLY OPPOSITE
<br />CENTERLINE STATIONS.
<br />9) THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT
<br />PRIOR WRITTEN AUTHORIZATION FROM THE OWNER AND/OR ENGINEER.
<br />10) THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
<br />CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF
<br />ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND
<br />NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND,
<br />INDEMNIFY AND HOLD THE OWNER, ENGINEER AND THE INSPECTOR HARMLESS FROM ANY AND
<br />ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
<br />PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR
<br />THE ENGINEER.
<br />11) THE CONTRACTOR SHALL MAINTAIN A NEATLY MARKED SET OF FULL-SIZE AS -BUILT
<br />RECORD DRAWINGS SHOWING THE FINAL LOCATION AND LAYOUT OF ALL MECHANICAL;
<br />ELECTRICAL AND INSTRUMENTATION EQUIPMENT. PIPING AND CONDUITS,- STRUCTURES AND
<br />OTHER FACILITIES. THE AS-BUILTS OF THE ELECTRICAL SYSTEM SHALL INCLUDE THE SITE
<br />LIGHT LAYOUT PLAN SHOWING LOCATION OF LIGHTS CONDUITS, CONDUCTORS, POINTS OF
<br />CONNECTIONS TO SERVICES, PULLBOXES, AND WIRE SIZES. AS -BUILT RECORD DRAWINGS
<br />SHALL REFLECT CHANGE ORDERS, ACCOMMODATIONS AND ADJUSTMENTS TO ALL
<br />IMPROVEMENTS CONSTRUCTED. WHERE NECESSARY, SUPPLEMENTAL DRAWINGS SHALL BE
<br />PREPARED AND SUBMITTED BY THE CONTRACTOR.
<br />12)PRIOR TO ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL DELIVER TO THE
<br />ENGINEER, ONE SET OF NEATLY MARKED AS -BUILT RECORD DRAWINGS SHOWING THE
<br />INFORMATION REQUIRED ABOVE. AS -BUILT RECORD DRAWINGS SHALL BE REVIEWED AND THE
<br />COMPLETE AS -BUILT RECORD DRAWING SET SHALL BE CURRENT WITH ALL CHANGES AND
<br />DEVIATIONS REDLINED AS A PRECONDITION TO THE FINAL PROGRESS PAYMENT APPROVAL
<br />AND/OR FINAL ACCEPTANCE.
<br />13) BENCHMARK- FOUND 2" BRASS DISK SET IN CONCRETE HEADWALL OF AN IRRIG477ON
<br />CANAL STAMPED lV 463 1951" 1.4 MILES SOUTH ALONG THORNTON ROAD FROM THE POST
<br />OFFICE A THORNTON, 79.5' WEST OF THE CENTERLINE OF THORNTON ROAD, 14' NORTH OF
<br />THE CENTERLINE OF A GRAVELED ROAD AND SET ABOUT FLUSH WITH THORNTON ROAD.
<br />aElNM* Iran j?my i m)
<br />14) THE GENERAL NOTES AND TYPICAL DETAILS ARE GENERAL AND APPLY TO THE ENTIRE
<br />PROJECT EXCEPT WHERE THERE ARE SPECIFIC INDICATIONS TO THE CONTRARY.
<br />LEGEND
<br />EXISTING PROPOSED
<br />EXISTING OVERHEAD UTILITY
<br />—aHE— —
<br />BOUNDRY UNE
<br />ANCHOR BOLT
<br />EDGE OF PAVEMENT
<br />—
<br />G4S MAIN —
<br />G — L Ex2'G J —
<br />R4ILROAD TR4CKS
<br />AMPERE
<br />RIVER
<br />AIR RELEASE VALVE
<br />CHAIN LINK FENCE
<br />o 0 0
<br />SANITARY SEWER MANHOLE —
<br />s —
<br />SEWER MANHOLE NUMBER
<br /><>
<br />SANITARY SEWER MAIN —
<br />s —<g $�—
<br />STORM DRAIN MAIN —
<br />SD—<Ix LKS1—
<br />STORM DRAIN MANHOLE —
<br />sD — —
<br />STORM DRAIN MANHOLE NUMBER
<br />>
<br />CATCH BASIN
<br />BACK OF WALK
<br />WATER MAIN —
<br />w FL NN1
<br />C
<br />J—
<br />WATER VALVE
<br />--^�--
<br />WATER METER
<br />N/A
<br />HOSE BIB
<br />N/A
<br />REDUCED PRESSURE BACKFLOW DEVICE
<br />N/A
<br />UTILITY POLE
<br />CONCRETE
<br />GUY ANCHOR
<br />o
<br />FIRE HYDRANT
<br />CONSTRUCTION JOINT
<br />TYPICAL 10OW ELECTROLIER
<br />CENTER
<br />U77LITY BOX
<br />❑
<br />SURVEY MONUMENT & WELL
<br />.�
<br />STANDARD DRIVEWAY
<br />DUCTILE IRON PIPE
<br />CURB, GUTTER AND SIDEWALK
<br />--
<br />GUTTER SLOPE (FT/FT)
<br />003
<br />ORIGINAL GROUND
<br />ed
<br />EF
<br />EACH FACE
<br />I' CONTOURS
<br />ELEVATION
<br />ELEC
<br />ELECTRICAL
<br />OAK TREE
<br />EQUIPMENT
<br />SYCAMORE TREE
<br />EQUIVALENT
<br />WALNUT TREE
<br />EACH WAY, ENDWALL
<br />STOP SIGN
<br />EXISTING
<br />SIGN
<br />FLANGE
<br />POLE
<br />o
<br />REINFORCED CONCRETE PIPE
<br />O
<br />BOLLARD
<br />0
<br />YARD HYDRANT
<br />N/A
<br />G4S VALVE
<br />FLEXIBLE
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />Wi
<br />01
<br />0
<br />�a
<br />—N—
<br />❑W
<br />0
<br />N
<br />0
<br />N/A
<br />El
<br />0
<br />gazzEw
<br />.003
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />NIA
<br />CROSS REFERENCING SYSTEM
<br />SECTION CUT ON DRAWING M 1
<br />ON DRAWING M2 THIS SECTION IS IDENTIFIED AS
<br />:SECTION LETTER
<br />� A
<br />M2 DRAWING ON WHICH
<br />L _ _ SECTION APPEARS
<br />SECTION LETTER
<br />M 1 DRAWING ON WHICH
<br />SECTION WAS TAKEN
<br />NOTE' DETAILS HAVE NUMBERS INSTEAD OF LETTERS
<br />DETAIL CALLED ON DRAWING T2
<br />DETAIL SHOWN ON DRAWING T3
<br />1
<br />T3
<br />DETAIL NUMBER
<br />DRAWING ON WHICH
<br />T2 DETAIL WAS CALLED
<br />A BBRE VIA 77ONS
<br />AB
<br />AGGREGATE BASE
<br />A.B.
<br />ANCHOR BOLT
<br />AC
<br />ALTERNATING CURRENT
<br />ALT
<br />ALTERNATE
<br />AMP
<br />AMPERE
<br />ARV
<br />AIR RELEASE VALVE
<br />&
<br />AND
<br /><
<br />ANGLE
<br />APPROX
<br />APPROXIMATE
<br />®
<br />AT
<br />BRG
<br />BEARING
<br />BITUM
<br />BITUMINOUS
<br />BOT
<br />BOTTOM
<br />BOW
<br />BACK OF WALK
<br />BW
<br />BOTTOM OF WALL, BARBED WIRE
<br />C
<br />CONCRETE
<br />CFM
<br />CUBIC FEET PER MINUTE
<br />C/P
<br />CAST IN PLACE
<br />CL
<br />CENTERLINE
<br />CLR
<br />CLEARANCE
<br />CONC
<br />CONCRETE
<br />CONT
<br />CONTINUOUS
<br />CTJ
<br />CONSTRUCTION JOINT
<br />CTR
<br />CENTER
<br />CW
<br />COLD WATER
<br />0, DIA
<br />DIAMETER
<br />DIP
<br />DUCTILE IRON PIPE
<br />DWG
<br />DR4WING
<br />E
<br />ELECTRICAL, EAST
<br />EA
<br />EACH
<br />EF
<br />EACH FACE
<br />EL
<br />ELEVATION
<br />ELEC
<br />ELECTRICAL
<br />EQUIP
<br />EQUIPMENT
<br />EQUIV
<br />EQUIVALENT
<br />EW
<br />EACH WAY, ENDWALL
<br />EX.
<br />EXISTING
<br />FL
<br />FLANGE
<br />FCA
<br />FLANGED COUPLING ADAPTER
<br />FD
<br />FOUND
<br />FE
<br />FENCE
<br />FF
<br />FINISHED FLOOR, FILTER FABRIC
<br />FLEX
<br />FLEXIBLE
<br />FT
<br />FEET
<br />G
<br />GAS/GROUND
<br />GAL
<br />GALLON
<br />GB
<br />GRADE BREAK
<br />GEN
<br />GENERAL
<br />GPM
<br />GALLONS PER MINUTE
<br />GSP
<br />GALVANIZED STEEL PIPE
<br />HDPE
<br />HIGH DENSITY POLYETHRINE
<br />HP
<br />HIGH POINT, HINGE POINT
<br />I
<br />SEISMIC IMPORTANCE FACTOR
<br />I.D.
<br />INTERNAL TH
<br />1HP
<br />INTERMEDIATE HIGH
<br />INC
<br />INCORPORATED
<br />IP
<br />SEISMIC IMPORTANCE FACTOR
<br />TPT
<br />IRON PIPE THREAD
<br />IN,
<br />WIND IMPORTANCE FACTOR
<br />MAX
<br />MAXIMUM
<br />MIN
<br />MINIMUM
<br />MFR
<br />MANUFACTURER
<br />M✓
<br />MECHANICAL JOINT
<br />MTL
<br />METAL, MATERIAL
<br />N
<br />NORTH
<br />Na
<br />NEAR -SOURCE FACTOR
<br />N.C.
<br />NATIONAL COARSE
<br />NE
<br />NORTHEAST
<br />NIC
<br />NOT IN CONTRACT
<br />NG
<br />NATURAL GROUND
<br />NTS
<br />NOT TO SCALE
<br />Nv
<br />NEAR -SOURCE FACTOR
<br />NW
<br />NORTHWEST
<br />OC
<br />ON CENTER, OVERCROSSING
<br />O.D.
<br />OUTSIDE DIAMETER
<br />0. F.
<br />OVERFLOW
<br />OPT
<br />OPTIONAL, OPTIMUM
<br />P
<br />PAVEMENT
<br />PAR
<br />PARAGRAPH
<br />PL
<br />PLATE, PROPERTY LINE
<br />PSF
<br />POUNDS PER SQUARE FEET
<br />PSI
<br />POUNDS PER SQUARE INCH
<br />PT
<br />POINT OF TANGENCY
<br />PVl
<br />POINT OF VERTICAL INTERSECTION
<br />QUAN
<br />QUANTITY
<br />RC
<br />RELA77VE COMPACT70N
<br />RCP
<br />REINFORCED CONCRETE PIPE
<br />RE
<br />REFERENCE
<br />REQ'D
<br />REQUIRED
<br />S
<br />SLOPE, SEWER, SOUTH
<br />SCH
<br />SCHEDULE
<br />SO
<br />STORM DRAIN
<br />SDCB
<br />STORM DRAIN CATCH BASIN
<br />SDCO
<br />STORM DRAIN CLEANOUT
<br />SE
<br />SOUTHEAST
<br />SECT
<br />SECTION
<br />SF
<br />SQUARE FOOT
<br />SIM
<br />SIMILAR
<br />SJC
<br />SAN JOAQUIN COUNTY
<br />SQ
<br />SQUARE
<br />SS
<br />SANITARY SEWER
<br />SST
<br />STAINLESS STEEL
<br />STD
<br />STANDARD
<br />STL
<br />STEEL
<br />SW
<br />SOUTHWEST
<br />SYM
<br />SYMBOL
<br />SYS
<br />SYSTEM
<br />T&B
<br />TOP AND BOTTOM
<br />TC
<br />TOP OF CONCRETE
<br />THK
<br />THICKNESS
<br />TOC
<br />TOP OF CONCRETE, TOP OF CURB
<br />TYP
<br />TYPICAL
<br />VAR
<br />VARIOUS, VARIABLE
<br />UBC
<br />UNIFORM BUILDING CODE
<br />LIND
<br />UNLESS OTHERWISE NOTED
<br />USA
<br />UNDERGROUND SERVICE ALERT
<br />UTL
<br />UTILITY
<br />V
<br />VOLT
<br />VERT
<br />VERTICAL
<br />VFD
<br />VARIABLE FREQUENCY DRIVE
<br />W
<br />WATER, WATT WEST, WIDTH
<br />W/
<br />WITH
<br />WS
<br />WATER SURFACE
<br />WWF
<br />WELDED WIRE FABRIC
<br />X
<br />CROSS
<br />COPYRIGHTO 2008 NORTHSTAR ENGINEERING GROUP, INC
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<br />No. 66583
<br />EXP. 6-3"
<br />A
<br />JOB : 06-470
<br />DATE: 03 05L2008
<br />SCALE: N A
<br />DRAWN: D✓TM
<br />DESIGN: GGPC
<br />CHK D: ✓B
<br />SHEET
<br />NUMBER
<br />G2
<br />OF 47
<br />
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