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B C
<br />LEGEND
<br />FIRE HYDRANT (SEE NOTE 19)
<br />BLOWOFF VALVE
<br />AIR RELEASE VALVE
<br />SERVICE CONNECTION
<br />NEW LINE
<br />GATE VALVE
<br />THRUST BLOCK
<br />PROPERTY LINE OR R/
<br />` SMR
<br />G EXISTING GAS LINE
<br />--�W EXISTING WATER LINE
<br />--- S— — EXISTING SEWER LINE
<br />EXISTING I LI
<br />—..—C—
<br />EXISTING I D EEXCHANGE CABLE,
<br />TC EXISTING U IE TOLL CABLES
<br />EXISTING TELEPHONE ,
<br />ELECTRIC POWER OR TELEPHONE
<br />I POLE WITH GUY
<br />r
<br />�SECTION IDENTIFICATION LETTER
<br />22 --SHEET NUMBER SECTION APPEARS O
<br />SECTION A SECTION IDENTIFICATION LETTER
<br />22 ------SHEET NUMBER SECTION IS TAKEN FROM
<br />DETAIL
<br />?'2 —DETAIL IDENTIFICATI LETTER
<br />3
<br />NUMBER DETAIL IS TAKEN FROM
<br />O
<br />APPEARS ON
<br />r"
<br />0
<br />i
<br />'ll ii 11111111]al, mal'all lk 111 111111
<br />A
<br />A. C.
<br />ASPHALTIC CONCRETE
<br />_
<br />�A �s
<br />.C. R
<br />A
<br />PIPE
<br />A
<br />pF
<br />A. R.V.
<br />AIR RELEASE VALVE
<br />G. S. P.
<br />'f
<br />Ms
<br />G. V.
<br />GATE VALVE
<br />. V.
<br />BUTTERFLY VALVE
<br />ID
<br />INSIDE DIAMETER
<br />C. M,P,
<br />CORRUGATED MET L
<br />PIPE
<br />IE
<br />INVERT EL VTI
<br />C. L
<br />r
<br />M.L.
<br />MATCH LINE
<br />CL.,
<br />CLEAR
<br />i
<br />ON CENTER
<br />CONC
<br />CONCRETE
<br />PG.
<br />PRESSURE GAUGE
<br />CPLG
<br />COUPLING
<br />P L.
<br />i
<br />I
<br />i
<br />CONNECTION
<br />P V
<br />PRESSURE REGULATOR VALVE
<br />D, C, I.P
<br />DUCTILE CAST IO
<br />PIPE
<br />P S.1.
<br />POUNDS PER SQUAREINCH
<br />DIA.
<br />DIAMETER
<br />l
<br />i
<br />P VG,
<br />POLYVINYL CHLO I
<br />EL,
<br />ELEVATION
<br />ED.
<br />REDUCER
<br />a
<br />FLANGED COUPLING
<br />PTE
<br />B C
<br />LEGEND
<br />FIRE HYDRANT (SEE NOTE 19)
<br />BLOWOFF VALVE
<br />AIR RELEASE VALVE
<br />SERVICE CONNECTION
<br />NEW LINE
<br />GATE VALVE
<br />THRUST BLOCK
<br />PROPERTY LINE OR R/
<br />` SMR
<br />G EXISTING GAS LINE
<br />--�W EXISTING WATER LINE
<br />--- S— — EXISTING SEWER LINE
<br />EXISTING I LI
<br />—..—C—
<br />EXISTING I D EEXCHANGE CABLE,
<br />TC EXISTING U IE TOLL CABLES
<br />EXISTING TELEPHONE ,
<br />ELECTRIC POWER OR TELEPHONE
<br />I POLE WITH GUY
<br />r
<br />�SECTION IDENTIFICATION LETTER
<br />22 --SHEET NUMBER SECTION APPEARS O
<br />SECTION A SECTION IDENTIFICATION LETTER
<br />22 ------SHEET NUMBER SECTION IS TAKEN FROM
<br />DETAIL
<br />?'2 —DETAIL IDENTIFICATI LETTER
<br />3
<br />NUMBER DETAIL IS TAKEN FROM
<br />O
<br />APPEARS ON
<br />r"
<br />0
<br />i
<br />'ll ii 11111111]al, mal'all lk 111 111111
<br />A
<br />A. C.
<br />ASPHALTIC CONCRETE
<br />G A.
<br />GAUGE
<br />.C. R
<br />ASBESTOS CEMENT
<br />PIPE
<br />GL. V.
<br />GLOBE VALVE
<br />A. R.V.
<br />AIR RELEASE VALVE
<br />G. S. P.
<br />GALVANIZED ST L PIPE
<br />BENCH
<br />G. V.
<br />GATE VALVE
<br />. V.
<br />BUTTERFLY VALVE
<br />ID
<br />INSIDE DIAMETER
<br />C. M,P,
<br />CORRUGATED MET L
<br />PIPE
<br />IE
<br />INVERT EL VTI
<br />C. L
<br />CENTER LINE
<br />M.L.
<br />MATCH LINE
<br />CL.,
<br />CLEAR
<br />0.0
<br />ON CENTER
<br />CONC
<br />CONCRETE
<br />PG.
<br />PRESSURE GAUGE
<br />CPLG
<br />COUPLING
<br />P L.
<br />PROPERTY LINE
<br />CONN.
<br />CONNECTION
<br />P V
<br />PRESSURE REGULATOR VALVE
<br />D, C, I.P
<br />DUCTILE CAST IO
<br />PIPE
<br />P S.1.
<br />POUNDS PER SQUAREINCH
<br />DIA.
<br />DIAMETER
<br />P VG,
<br />POLYVINYL CHLO I
<br />EL,
<br />ELEVATION
<br />ED.
<br />REDUCER
<br />F C. A.
<br />FLANGED COUPLING
<br />PTE
<br />STIR,
<br />STRAINER
<br />F, G,
<br />FINISH GRADE
<br />T. B.
<br />THRUST BLOCK
<br />F, H,
<br />FIRE HYDRANT
<br />W. S.P
<br />WELDED STEEL PIPE
<br />FIN, FL.
<br />FINISH FLOOR
<br />E.P
<br />EDGE OF PAVEMENT
<br />N. T. S.
<br />NOTT SCALE
<br />S. C
<br />SERVICE CONNECTION
<br />AL.
<br />ALUMINUM
<br />FC
<br />FLEXIBLE COUPLING
<br />A. B.
<br />ANCHOR OLT
<br />0. D.
<br />OUTSIDE DIAMETER
<br />B. S,
<br />BLACK STEEL
<br />PL.
<br />PLATE
<br />EXIST. (E)
<br />EXISTING
<br />P.Fe
<br />PRE OLD D FILLER
<br />EA.
<br />EACH
<br />RWD
<br />REDWOOD
<br />E. W.
<br />EACH WAY
<br />Rf W
<br />RIGHT OF WAY
<br />G. 1.
<br />GALVANIZED IRON
<br />S.S.
<br />STAINLESS STEEL
<br />GAL,
<br />GALLON
<br />STL.
<br />STEEL
<br />MAX,
<br />MAXIMUM
<br />TYP
<br />TYPICAL
<br />MIN,
<br />MINIMUM
<br />(N)
<br />NEW
<br />M. H.
<br />MANHOLE
<br />P. S,
<br />PIPE SUPPORT
<br />CONT
<br />CONTINUOUS
<br />G.C.
<br />GROOVED COUPLING
<br />C. V,
<br />CHECK VALVE
<br />P P.
<br />POWER POLE
<br />17. ALL SERVICE CONNECTIONS TO BE I INCH POLYETHYLENE,
<br />UNLESS OTHERWISE NOTED.
<br />18, ALL EXISTING WATERLINES SHOWN ON SHEETS:, 8, 9w 100 11, 15,
<br />I, 17, 1, 19, 20 AND 21 ARE TO REMAININ SERVICE.
<br />SEE SPECIAL PROVISIONS SP -16.
<br />j 1, FIRE HYDRANTS DO N NOT REQUIRE 900 BEND. SOME ARE DRAWN
<br />THIS Y TO SHOW THEM WITHIN/W. SEE DETAIL SHEET 34.
<br />0, LOCATION OF ALL SERVICES IS TENTATIVE. CONTACT OR TO CONFIRM
<br />LOCATION F SERVICE CONNECTIONS IO TO INSTALLATION,
<br />i
<br />SCALE DATE'
<br />I L, DESIGNED , . • SUBMITTED �� ttrGPfP
<br />AS NOTED DRAWN
<br />I <-r--" - DEWANTE AND STOWELL"
<br />RECOMMENDED
<br />77- 6,%
<br />CHECKED -FJ -r, APPROVED ,✓� CONSULTING1`,', s. 1767 TRIBUTE"ltOAD, SACRAMENTO CALIFORNIA
<br />ol
<br />C
<br />COUNTY �q S Ep�RV I�yC E� fy AREA
<br />y �ryp�NO, 12
<br />SAN JOAQUIN COUN , CALIFORNIA
<br />T'HORNTON WATER PROJECT
<br />I]
<br />DESCRIPTION
<br />um awrl"m
<br />1, UNLESS OTHERWISE SHOWN, ALL WATER LINES SHALL HAVE 3611
<br />OF COVE
<br />2, BIDDERS ARE CAUTIONED TH T THE SCALE OF THE AERIAL
<br />PHOTOGRAPHS IS DISTORTED IN SOME AREAS,
<br />3. THE LOCATIONS OF ALL EXISTING UTILITIES ARE APPROXIMATE,
<br />THE CONTRACTOR IS RESPONSIBLE FOR EXACT LOCATION.
<br />THE CONTRACTOR IS CAUTIONED THAT ALL OF THE GAS MAINS
<br />ARE HIGH PRESSURE & MUST MAINTAIN A 3'-0 MIN, SEPARATION,
<br />CONTRACTOR SHALL NOT CONNECT TO ANY EXISTING WATER LINE
<br />WITHOUT FIRST NOTIFYING USERS 24 HOUR PRIOR TO
<br />INTERRUPTION OF SERVICE.
<br />5. PAYMENT FOR WATER LINES SHALL BE BASED ON ACTUAL LENGTH
<br />OF PIPE AS MEASURED IN PLACE, "INCLUDING LE GTH THROUGH
<br />FITTINGS.
<br />6. ALL w DISTANCES AS MEASURED
<br />PIPELINEABOVE THE
<br />7. GROUND PROFILE IS SHOWN ALONG PIPE CENTERLINE
<br />B. CONTRACTOR MAY DEFLECT JOINTS UP TO 40 FOR ALL ANGLE
<br />POINTS LESS THAN 221120
<br />t. ALL WORK WITHIN COUNTY ROAD RIGHT
<br />I IN ACCORDANCE R
<br />10. UNLESS OTHERWISE NOTED, ALL TRANSMISSION PIPING SHALL BE
<br />DUCTILE CAST IRON (D.0 I.) CLASS 50, ANSI STD OR ASBESTOS GEMENT"
<br />(A.C.) CLASS 150, ASTM—C ASTM -C 296 TYPE II, UNLESS OTHERWISE NOTED.
<br />I I. ALL PROPERTY LINE LOCATIONS ARE APPROXIMATE.
<br />12 RAILROAD CROSSING MUST BE BORED.
<br />13. SEE APPLICABLE DETAIL SHEETS FOR DETAILS OF SERVICES, VALVES,
<br />AIR RELEASE VALVES, BLOWOFF VALVES, ETC.
<br />14, BEFORE BEGINNING ANY EXCAVATION ON THIS PROJECT THE CONTRACTOR
<br />MUST NOTIFY THE FOLLOWING UTILITIES NO LESS THAN 48 HOURS PRIOR
<br />TO COMMENCEMENT OF WORK IN THE AREA OF THE UTILITY IN QUESTION
<br />UTILITY PHONE NUMBER
<br />P. G. & E, (209) 466 .— 2261 EXT 55
<br />P. T. & T, (209) 466— 6353
<br />UNDERGROUND SERVICE ALERT (800)642-2444
<br />(AFTER APRIL 3, 1976)
<br />I
<br />1,5. DATUM ELEVATIONS SHOWN ARE BASED ON U. S. C. & G, S,,
<br />B.M. V-463-1951) A STANDARD BRASS DISC SET IN CONCRETE
<br />ON THE S. E. SIDE OF THE INTERSECTION OF THORNTON ROAD
<br />AND MIDSECTION ROAD, 2 FEET SOUTH 4 X 4B° WITNESS POST,
<br />PUBLISHED ELEVATION OF 10,801. 1
<br />16, LOCATION OF WATER LINE AS DIMENSIONED IS INTENDED TO PLACE WATER MAIN
<br />UP TO WITHIN 2 FEET OF EDGE OF PAVEMENT, MATER LINE MAY BE
<br />MOVED UP TO 3 FEET TO CLEAR OBSTACLES OR GAS MAINS,
<br />AS BUILT_'
<br />L T
<br />DRAWING NUMBER ET NUMIER
<br />ABBREVIATIONS, SYMBOLS
<br />AND GENERAL NOTES OF -3 9
<br />
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