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Design
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<br />NEW
<br />EXISTING DESCRIPTION
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<br />ANCHOR BOLT/AGGREGATE BASE
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<br />JOINT POLE
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<br />GENERAL NOTES :NOTES CONSTRUCTION NOTES:
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<br />ASPHALTIC CONCRETE
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<br />1.
<br />ALL NEW IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE
<br />1.
<br />THE CENTERLINE STATIONING SHOWN IS FOR REFERENCE ONLY.
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<br />DROP INLET
<br />AVE
<br />AVENUE
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<br />KILOVOLT
<br />REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS, AND THE LATEST
<br />THE CONTRACTOR SHALL LAYOUT IMPROVEMENTS FROM THE DIMENSIONS
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<br />CATCH BASIN
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<br />EDITION OF THE COUNTY OF SAN JOAQUIN STANDARD PLANS AND SPECIFICATIONS
<br />SHOWN ON THE PLANS. ANY CLARIFICATION ON CONFLICTS,
<br />AGRICULTURAL IRRIGATION VALVESLF
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<br />BEGINNING OF CURVE
<br />LINEAL FEET
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<br />AND THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD
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<br />DISCREPANCIES OR AMBIGUITIES SHOULD BE DIRECTED TO THE
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<br />BENCH MARK
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<br />LINEAR
<br />SPECIFICATIONS.
<br />DESIGN ENGINEER PRIOR TO THE CONSTRUCTION OF THE
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<br />STORM DRAIN MANHOLE
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<br />BACK OF CURB
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<br />IMPROVEMENTS.
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<br />ROOF DRAIN
<br />BOW
<br />BACK OF WALK
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<br />LOW POINT
<br />2.
<br />THE INTENT IS THAT THESE PLANS REQUIRE ALL LABOR AND
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<br />MATERIALS (EXCEPT AS SPECIFIED IN THE SPECIAL PROVISIONS)
<br />2.
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR MATCHING
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<br />STAND PIPES
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<br />CATCH BASIN
<br />MAX
<br />MAXIMUM
<br />NECESSARY AND PROPER FOR THE WORK CONTEMPLATED AND THAT THE WORK
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<br />EXISTING SURROUNDING LANDSCAPE AND OTHER IMPROVEMENTS WITH A
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<br />CENTER TO CENTER
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<br />MACHINE BOLT
<br />BE COMPLETED IN ACCORDANCE WITH THEIR TRUE INTENT AND PURPOSE.
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<br />TRANSITION IN PAVING, CURBS, GUTTERS. SIDEWALKS, GRADES,
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<br />THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY REGARDING
<br />ETC., AND TO AVOID ANY ABRUPT OR APPARENT CHANGES IN CROSS
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<br />CLEANOUT
<br />CIP
<br />CAST IRON PIPE
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<br />MANHOLE
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<br />ANY DISCREPANCIES AND AMBIGUITIES WHICH MAY EXIST IN THE PLANS OR
<br />:
<br />SLOPES, LOW SPOTS OR HAZARDOUS CONDITIONS.
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<br />`SSANITARY
<br />SEWER MANHOLE
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<br />CENTERLINE
<br />MIN
<br />MINIMUM
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<br />SPECIFICATIONS. IF THE PLANS DESCRIBE PORTIONS OF THE WORK IN
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<br />CMP
<br />CORRUGATED METAL PIPE
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<br />MONUMENT
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<br />GENERAL TERMS BUT NOT IN COMPLETE DETAIL, IT IS UNDERSTOOD THAT
<br />3.
<br />WHERE PAVEMENT IS TO BE EXTENDED, EXISTING PAVEMENT
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<br />ONLY THE BEST GENERAL PRACTICE IS TO PREVAIL AND THAT ONLY
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<br />SHALL BE SAWCUTCMU
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<br />WATER METER
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<br />CONCRETE MASONRY UNIT
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<br />NEW
<br />MATERIALS AND WORKMANSHIP OF THE FIRST QUALITY ARE TO BE USED.
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<br />CONCRETE
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<br />4.
<br />THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY
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<br />BLOWOFF VALVE
<br />CONT
<br />CONTINUOUS
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<br />NOT IN CONTRACT
<br />3.
<br />THE TYPES, LOCATION, SIZES AND/OR DEPTHS OF EXISTING
<br />SIGNS FOR ALL REGULATORY TRAFFIC SIGNS REMOVED DURING THE
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<br />FIRE HYDRANT ASSEMBLY
<br />CR
<br />CURB RETURN
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<br />NOT TO SCALE
<br />Job Number
<br />UNDERGROUND UTILITIES AS SHOWN ON THESE PLANS WERE OBTAINED FROM
<br />1186-013.4
<br />COURSE OF CONSTRUCTION.
<br />Scale
<br />NO
<br />SCALE
<br />Sheet Number
<br />2
<br />"OUTSIDE SOURCES". THE CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL
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<br />WATER VALVE
<br />CSP
<br />CORRUGATED STEEL PIPE
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<br />ON CENTER
<br />EXCAVATION WILL REVEAL THE TYPES, EXTENT, SIZES, LOCATION, AND
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<br />POST INDICATOR VALVE
<br />CTR
<br />CENTER
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<br />OUTSIDE DIAMETER
<br />DEPTHS OF SUCH UNDERGROUND UTILITIES. KJELDSEN, SINNOCK &
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<br />CUBIC YARD
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<br />ORIGINAL GROUND
<br />NEUDECK INC. CAN ASSUME NO RESPONSIBILITY FOR THE COMPLETENESS OR
<br />FIRE DEPARTMENT CONNECTION
<br />ACCURACY OF ITS DELINEATION OF SUCH UNDERGROUND UTILITIES WHICH
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<br />IRRIGATION CONTROL VALVE
<br />D
<br />STORM DRAIN
<br />MAY BE ENCOUNTERED BUT WHICH ARE NOT SHOWN ON THESE DRAWINGS.
<br />PAV
<br />PAVEMENT
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<br />PRESSURE VACUUM BREAKER
<br />DI
<br />DROP INLET
<br />PB
<br />PULL BOX
<br />4.
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
<br />TRAFFIC
<br />SIGNING & STRIPING NOTES:
<br />®
<br />BACKFLOW PREVENTER
<br />DIA
<br />DIAMETER
<br />PC
<br />PRIMARY CONTROL
<br />LOCATION OF ALL EXISTING UNDERGROUND UTILITIES AND SHALL CONTACT
<br />DIM
<br />DIMENSION
<br />THE RESPECTIVE UTILITY COMPANIES PRIOR TO COMMENCEMENT OF WORK.
<br />1.
<br />THE SIGNING AND STRIPING PLANS SHOWN IN THESE DRAWINGS
<br />PIV
<br />POST INDICATOR VALVE
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PRESERVATION
<br />ARE ACCURATE FOR SIGNING AND STRIPING DELINEATIONS ONLY.
<br />❑
<br />PULL BOX
<br />DW
<br />DOMESTIC WATER
<br />PL
<br />PROPERTY LINE OR PLATE
<br />OF ALL SUCH FACILITIES IN THE AREA OF CONSTRUCTION, AND SHALL NOTIFY
<br />ELEC
<br />ELECTRIC
<br />POC
<br />POINT OF CONNECTION
<br />UTILITY COMPANIES TWENTY-FOUR HOURS IN ADVANCE OF ANY
<br />2.
<br />ALL SIGN CODES ARE PER CALTRANS TRAFFIC MANUAL UNLESS
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<br />UTILITY POLE
<br />CONSTRUCTION (UNDERGROUND SERVICE ALERT 1-800-642-2444).
<br />OTHERWISE NOTED ON THE PLANS.
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<br />LIGHT
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<br />EACH
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<br />POWER POLE
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<br />ELECTRICAL BOX
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<br />PAIR
<br />5.
<br />THE CONTRACTOR'S ATTENTION IS DIRECTED TO SECTION 1540
<br />3.
<br />EXACT LOCATION AND POSITION OF ROADSIDE SIGNS SHALL BE
<br />0*0
<br />TEMPORARY LIGHT
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<br />END OF CURVE
<br />PRC
<br />POINT OF REVERSE CURVATURE
<br />(A)(1) OF THE CONSTRUCTION SAFETY ORDERS (TITLE 8 CALIFORNIA
<br />DETERMINED BY THE ENGINEER.
<br />EJ
<br />EXPANSION JOINT
<br />PSF
<br />POUNDS PER SQUARE FOOT
<br />ADMINISTRATION CODE SECTION 1540), ISSUED BY THE OCCUPATIONAL
<br />SAFETY AND HEALTH STANDARDS BOARD PURSUANT TO THE CALIFORNIA
<br />4.
<br />PAVEMENT MARKINGS, MARKERS, AND STRIPING ARE PER
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<br />GAS REGULATOR
<br />ELEV
<br />ELEVATION
<br />PSI
<br />POUNDS PER SQUARE INCH
<br />OCCUPATIONAL SAFETY AND HEALTH ACT OF 1973, AS AMENDED, WHICH
<br />CALTRANS STANDARD PLANS (JULY, 1992) UNLESS OTHERWISE NOTED.©
<br />OG
<br />GAS METER
<br />EP
<br />EDGE OF PAVEMENT
<br />PUE
<br />PUBLIC UTILITIES EASEMENT
<br />STATES:
<br />ESCP
<br />EXTRA STRENGTH CONCRETE PIPE
<br />PVCP
<br />POLYVINYLCHLORIDE PIPE
<br />PRIOR TO OPENING AN EXCAVATION, EFFORT SHALL BE MADE TO
<br />5.
<br />ALL TRAFFIC SIGNS, MARKINGS AND STRIPING SHALL CONFORM TO THE
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<br />GAS VALVE
<br />DETERMINE WHETHER UNDERGROUND INSTALLATION: I.E., SEWER,
<br />"MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND SAN JOAQUIN
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<br />EACH WAY
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<br />RADIUS
<br />WATER, FUEL, ELECTRIC LINES, ETC., WILL BE ENCOUNTERED AND, IF
<br />COUNTY STANDARDS" AND AS SHOWN ON THESE PLANS.
<br />EXIST (E)
<br />EXISTING
<br />SO, WHERE SUCH UNDERGROUND INSTALLATIONS ARE LOCATED. WHEN THE
<br />CONSTRUCTION CONTROL MONUMENT
<br />RCP
<br />REINFORCED CONCRETE PIPE
<br />EXCAVATION APPROACHES THE APPROXIMATE LOCATION OF SUCH AN
<br />POST OR BOLLARD
<br />FDC
<br />FIRE DEPARTMENT CONNECTION
<br />RD
<br />ROAD
<br />INSTALLATION, THE EXACT LOCATION SHALL BE DETERMINED BY
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<br />REINFORCED
<br />CAREFUL PROBING OR AND DIGGING; AND WHEN IT IS UNCOVERED,
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<br />SIGN
<br />FDN
<br />FOUNDATION
<br />ADEQUATE PROTECTION SHALL BE PROVIDED FOR THE EXISTING
<br />FF
<br />FINISHED FLOOR
<br />RWD
<br />REDWOOD
<br />INSTALLATION. ALL KNOWN OWNERS OF UNDERGROUND FACILITIES IN
<br />FG
<br />FINISH GRADE
<br />R/W
<br />RIGHT OF WAY
<br />THE AREA CONCERNED SHALL BE ADVISED OF PROPOSED WORK AT LEAST
<br />COUNTY
<br />OF SAN JOAQUIN BENCHMARK:
<br />S=0.0030
<br />DITCH SLOPE, PAVEMENT SLOPE (FT/FT)
<br />48 HOURS PRIOR TO THE START OF ACTUAL EXCAVATION.
<br />FH
<br />FIRE HYDRANT
<br />S
<br />SLOPE
<br />TEMPORARY
<br />BENCHMARK:
<br />6sa
<br />SPOT ELEVATION
<br />FIN
<br />FINISH
<br />SD
<br />STORM DRAIN
<br />6.
<br />THE CONTRACTOR SHALL PROVIDE SHORING, BRACING, SLOPING OR
<br />TOP
<br />OF BOLT AND WASHER, SECTION CORNER MONUMENT AT THE
<br />FL
<br />FLOW LINE
<br />SPEC
<br />SPECIFICATION
<br />PROVISIONS TO PROTECT WORKMEN FOR ALL AREAS TO BE EXCAVATED TO A
<br />INTERSECTION OF LONE TREE ROAD AND HENRY ROAD CENTERLINE.
<br />FLR
<br />FLOOR
<br />SQ
<br />SQUARE
<br />DEPTH OF FIVE FEET OR MORE. SAID PROTECTION TO BE DONE IN
<br />ELEVATION IS -T37:52 FEET, U.S.G.S. DATUM.
<br />FM
<br />FORCE MAIN
<br />SQFT
<br />SQUARE FEET
<br />ACCORDANCE WITH THE REQUIREMENTS OF LOCAL, STATE, AND FEDERAL
<br />3 zG
<br />REGULATIONS (CAL -OSHA, OSHA).
<br />BENCHMARK:
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<br />FOC
<br />FACE OF CURB
<br />SQYD
<br />SQUARE YARD
<br />TOP
<br />OF BRASS DISC STAMPED "E-32.95" SAN JOAQUIN COUNTYFT
<br />FEET
<br />SS
<br />SANITARY SEWER
<br />7.
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF THE
<br />BENCHMARK
<br />SET ON TOP OF HEADWALL WESTSIDE OF ESCALON-BELLOTA
<br />SYMBOLS
<br />FW
<br />FIRE WATER
<br />STA
<br />STATION
<br />REMOVAL AND/OR RELOCATION OF ALL EXISTING UTILITIES WITH
<br />ROAD
<br />260 FEET NORTH OF LONE TREE ROAD. ELEVATION IS 117.37 FEET
<br />RESPECTIVE UTILITY COMPANIES. U.S.G.S. DATUM.
<br />STD
<br />STANDARD
<br />GA
<br />GAUGE
<br />8.
<br />FINAL PAVEMENT WORK SHALL NOT OCCUR WITHIN THE ROAD RIGHT -OF-
<br />WORK POINT OR
<br />G
<br />GAS
<br />TEL
<br />TELEPHONE
<br />WAY PRIOR TO COMPLETION OF UTILITY RELOCATION WITHOUT SPECIFIC
<br />BENCH MARK
<br />GAL
<br />GALLON
<br />TC
<br />TOP OF CURB
<br />APPROVAL OF THE COUNTY OF SAN JOAQUIN.
<br />GALV
<br />GALVANIZED
<br />TOG
<br />TOP OF GRATE
<br />9.
<br />ALL TRENCHES AND CROSS TRENCHES WITHIN EXISTING STREETS
<br />DETAIL INDICATOR
<br />GPM
<br />GALLONS PER MINUTE
<br />TOW
<br />TOP OF WALK
<br />SHALL BE BACK FILLED AND PAVED WITH TEMPORARY PAVING THE SAME DAY
<br />=
<br />DETAIL IDENTIFICATION NUMBER
<br />GR
<br />GRATE
<br />TP
<br />TELEPHONE POLE
<br />THE PAVEMENT CUT IS MADE OR COVERED WITH STEEL PLATES AS DIRECTED
<br />11
<br />DRAWING WHERE DETAIL IS LOCATED
<br />TPB
<br />TELEPHONE PULL BOX
<br />BY THE COUNTY OF SAN JOAQUIN.
<br />HORIZ
<br />HORIZONTAL
<br />TRANSFORMER
<br />10.
<br />ASBESTOS CEMENT MATERIALS SHALL NOT BE USED IN THE
<br />DETAIL INDICATOR
<br />HP
<br />HIGH POINT
<br />(TY
<br />(TY
<br />TYPICAL
<br />CONSTRUCTION OF ANY FACILITIES WITHIN THIS PROJECT.
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<br />NOTE: DRAWING NOTE WILL IDENTIFY
<br />11.
<br />THE CONTRACTOR SHALL EXPOSE ALL EXISTING SEWERS, STORM
<br />WHERE DETAIL IS LOCATED�i-S
<br />ID
<br />INSIDE DIAMETER (DIM)
<br />W
<br />WATER
<br />DRAINS, AND CLEARANCES OF KNOWN CROSSINGS WITH OTHER UTILITIES
<br />IG
<br />INTERRUPTABLE GAS
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<br />BEFORE INSTALLING NEW PIPELINES. IF THE CONTRACTOR DETERMINES
<br />THE EXISTING INVERTS ARE NOT IN CONFORMANCE WITH THE PLANS, HE
<br />Q1
<br />REVISION
<br />REVISION NUMBER
<br />IN
<br />INCH
<br />YD
<br />\F.�
<br />YARDS
<br />SHALL NOTIFY THE ENGINEER BEFORE PERFORMING ANY WORK.
<br />INV
<br />INVERT
<br />IP
<br />IRON PIPE
<br />12.
<br />PRIOR TO PLACEMENT OF ANY FINISH ASPHALT CONCRETE OR
<br />SECTION INDICATOR
<br />IRRI
<br />IRRIGATION
<br />1
<br />CONCRETE, THE CONTRACTOR SHALL VERIFY ALL FINISH GRADES AND
<br />10
<br />DETAIL IDENTIFICATION NUMBER
<br />INTX
<br />INTERSECTION
<br />SLOPES FOR COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT
<br />12
<br />DRAWING WHERE DETAIL IS LOCATED
<br />(ADA).
<br />ABBREVIATIONS
<br />13. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD
<br />CHANGES MADE WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER
<br />MATCH LINE
<br />REPRESENTATIVE.
<br />SHADED PORTION IS THE SIDE CONSIDERED
<br />14.
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE
<br />3
<br />NUMBER INDICATES ADJACENT DRAWING
<br />SITE AND SURROUNDING AREAS RESULTING FROM OPERATIONS PRIOR TO
<br />PROPOSED EXISTING
<br />DESCRIPTION
<br />ACCEPTANCE OF HIS WORK.
<br />NOTE INDICATOR
<br />15.
<br />DURING CONSTRUCTION THE CONTRACTOR SHALL MAINTAIN THE
<br />❑2
<br />NOTE NUMBER AS INDICATED
<br />INTEGRITY OF EXISTING FACILITIES. THE CONTRACTOR IS RESPONSIBLE
<br />SD
<br />- -
<br />STORM
<br />DRAIN LINE
<br />TO REPAIR, TO THE SATISFACTION OF THE COUNTY OF SAN JOAQUIN, ANY
<br />FACILITIES DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.
<br />i -
<br />ONE POST SIGN LOCATION
<br />SS
<br />-
<br />SANITARY SEWER LINE
<br />16.
<br />CONTRACTOR TO REFERENCE AND RESTORE ALL "RECORDED" EXISTING
<br />MONUMENTS AND/OR PROPERTY CORNER REFERENCES DESTROYED REMOVED OR
<br />DISTURBED DURING THE COURSE OF CONSTRUCTION.
<br />11
<br />PAVEMENT DELINEATION DETAIL NUMBER. SEE CALTRANS
<br />16" W
<br />WATER
<br />LINE
<br />13
<br />STANDARD PLANS (JULY 1992)
<br />17.
<br />CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB
<br />4 GGAS
<br />SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,
<br />LINE
<br />INCLUDING SAFETY FOR ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT
<br />CHANGE IN PAVEMENT DELINEATION
<br />SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS
<br />AND THAT CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNERS,
<br />SAN JOAQUIN COUNTY AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,
<br />-i-
<br />BIKE LANE ARROW. SEE GENERAL NOTES
<br />REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON
<br />THIS PROJECT.
<br />PAVEMENT MARKING. SEE GENERAL NOTES
<br />18.
<br />ANY CHANGES TO THE APPROVED IMPROVEMENT PLANS AND SPECIFICATIONS
<br />MUST BE PREPARED AND CERTIFIED BY THE "ENGINEER", AND SHALL BE SUBMITTED
<br />TO THE DIRECTOR OF PUBLIC WORKS FOR APPROVAL PRIOR TO IMPLEMENTATION.
<br />SYMBOL FOR PAVEMENT MARKING FOR WORD AS SHOWN
<br />ON THE PLAN. SEE DETAIL ON CALTRANS STANDARD
<br />PLANS (JULY 1992)
<br />GENERAL NOTES
<br />CONVENTIONS
<br />LINETYPES
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<br />Date
<br />SEPT., 1997
<br />Job Number
<br />1186-013.4
<br />Scale
<br />NO
<br />SCALE
<br />Sheet Number
<br />2
<br />of 20
<br />File Number
<br />E-2004
<br />
|