|
FIWI
<br />rnkir VALVE BOX, BROOKS
<br />RS OR EQUAL
<br />G A T E
<br />ALL MAIN
<br />SIZES —
<br />=.RISER
<br />( NUB GATE VALVE
<br />R I.AAIN
<br />RDWO BLOCK
<br />V A L V E
<br />INSTALL WITHIN
<br />�-err
<br />24" MIN.
<br />THIS 5ECTOR
<br />COVER
<br />CORP
<br />11 W 011
<br />STOP
<br />—
<br />.kWES 9401 1
<br />CIIOSS
<br />W/Jfe" 10'
<br />N
<br />rruNct�
<br />VA
<br />DUD ENO
<br />TYPE I
<br />10'
<br />SOFT COP
<br />LMBBER OR NEOPRENE
<br />GASKET
<br />,
<br />BWM IZE SEf2VICF,
<br />DUCTILE IRSADDLEON Jewar✓ "9 o v ^01 JoNa ✓99G oa c Sao orc
<br />CR pLAtMC PIPS BRONZE SERVICE
<br />(0,4160 G) STRAP
<br />INSTALL WITHIN THIS SECTOR -
<br />MAIL.
<br />HORIZONTAL
<br />CAST IRON
<br />NOTES:
<br />I. ALL CORP STOPS TO HAVE A.W. W A.
<br />STANDARD CORP. STOP THREAD
<br />(MUELLER CC) ON INLET END.
<br />OUTLET TO BE FOR USE WITH
<br />FLARED OR COMPF)E5SION FITTING.
<br />TYPICAL SERVICE CONNECTION DETAILS
<br />DOUBLE STRAP
<br />SERVICE CLAI"
<br />POLYETHYLE
<br />TUaNG (TYP)
<br />WATEQ MAI
<br />PLAN
<br />CORP. STOP (TVP.)
<br />PRECAST C01JCRETE
<br />METER BOX
<br />r—NATER METER
<br />LOCKING NRB STOP
<br />MUELLER INSTA-TITS
<br />COUPLING CTE EQUAL
<br />I
<br />r PQECA57 CONCRETE
<br />METER- BO`X N
<br />PROPERTY UNE•
<br />WATER METEn
<br />MUELLER INSTA-TTE LOCKING CURB STOP
<br />COUPLING OR EQUAL MUELLER INSTA•TIT
<br />CWPLING OR EQUAL
<br />SECT I ON - l
<br />ROADWAY PRIVATE
<br />- RIGHT OF WAY I PROPE
<br />T 1 P I C A L 5 E R V I C E OPERTY LINE
<br />�/
<br />NT. 5.
<br />J i99? w�cvaa �'�av
<br />/// ✓?60G J'J' U�v�leJ'
<br />REMOVE
<br />INSULATION
<br />AT SPLI C E
<br />COPPEF) SPLIT BOLT
<br />CONNECTOR
<br />BARE O2 IWSULATED
<br />AWMG PIPE
<br />INSULATED ALONG
<br />SIDE OF IWYE
<br />AWD VALVE BOX
<br />S P L I C E
<br />D E TAI L
<br />"0
<br />m
<br />SOLID NO. 10
<br />AWG COPPER
<br />WIRE SOFT
<br />DRAWN —�
<br />INSULATED WIRE
<br />SULATE
<br />WIRE
<br />8N LOOP
<br />SEE SPLICE
<br />DETAIL WHEN
<br />BARE WI RE
<br />IS USED.
<br />L -ACP OR PVC
<br />BAf2E Oft
<br />INSULATED WIC
<br />NO SCALE
<br />—-��d IF
<br />_ Irm«
<br />.,
<br />,.r,
<br />_---1— j�Y r•. rr
<br />] Y PICAL INSTALLATION IN CUL• DE• SAC
<br />r."A. «.N N .IINI J
<br />w ••••Mc.l
<br />PLAN
<br />I�YN.w•"•w r,..la NN
<br />NM EII.,)t « 1.1.
<br />NTMI N. I...* wM
<br />IS' INN. w#tw4 .N• m• ,Mub w N,.
<br />w N.
<br />.6L.,V.ffJ
<br />C! w 4•NA mala N. ISI
<br />".tJ .a1.d«N•nwel
<br />NI" C.1. �nlll• <A.M
<br />1 j 1
<br />/// 4 IYI• m•, N m.s. ww
<br />b.0 w A•11. cN•r.M Milli
<br />NrMt wl NN• N
<br />„",r, `�N M N NI M M.MnK•11,
<br />••«Hep. Naux
<br />LK•11.5 .4• rNJp. w .A .%yvi..nf'•
<br />w11b oweew Pv.t. OR* " �k
<br />M«w 'mw•
<br />S mil rNNc •I•F
<br />, •.- --iNol rN11MMr wmN •.e rwe
<br />' «•I "Noll le 04.6 .1 N+Kr•N
<br />P1.0 bloee. N• 110-r
<br />--—Y•e.eNrbw NII.
<br />--Ct cN w r•N I.FrN w YwN nt \—Gn«N• ,nrN1 bloc.
<br />ELEVATION
<br />STANDARD 2° BLOW OFF
<br />SOCKET CLAMP f
<br />WA5HER. ALTERNATE
<br />METHODS OF
<br />CLAMPING SHOWN
<br />EXISTING
<br />PIPE
<br />6"(MINJ 000I.
<br />(MAY)
<br />MAIN
<br />MAIN MAY GO OVER IF 1
<br />A MINIMUM OF 30" OF
<br />COVER 15 MAINTAINED
<br />CONCRETE BLOCK
<br />UNDISTURBED EARTH
<br />BEARING AREA "A"
<br />SIZE OF PIPE 6" 6"
<br />MIN. DEPTH "d" 6" B"
<br />YDS. CONCRETE 2/5 114•
<br />NECESSARY TO
<br />PROVIDE WEIGHT
<br />BLOCK "15"
<br />BEARING AREA 1.5 2.5
<br />VERTICAL DATUM DESIGNED
<br />DRAWN
<br />CHECKEDlob
<br />APPROVED 'w
<br />Q.C. E. /3444
<br />1
<br />J
<br />ITER MAIN
<br />Y? KEBABS BENT
<br />AROUNDSTEEL FITTING, BOTH
<br />ENOS EMBEDDED IN "
<br />�CONCOETE, HOOK ENO (TYP.)
<br />`,F EXISTING PIPE 15 HERE,
<br />A CLAMPING METHOD 15
<br />USED INSTEAD OF'CONCRETE
<br />THRUST BLOCKING.
<br />UNDISTURBEO EARTF+
<br />CONCfIETE BLOCK "B"
<br />NOTES
<br />1. CONCfIETE THRUST BLOCKING
<br />Oft CLAMPING METHODS
<br />MAY BE USED.
<br />2. -CLAMPING METHOD MAKES USE
<br />OF SOCKET CLAMP AND WASHER
<br />WITH R005 THAT COMPLIES
<br />WITH THE STANDARD OF THE
<br />NATIONAL BOARD OF FIRE
<br />UNOEfIWRITEF'IS FOR OUTSIDE
<br />PROTECTION.
<br />CHANGE'S I N MA I N
<br />L E V AT I Q N
<br />NO SCALE
<br />REVI
<br />ATTEQERRY &
<br />ASSOCIATES
<br />ENGINEERS • SURVEYORS • PLANNERS
<br />P.O. Box ISO
<br />ROSEVILLE, CA. 95661 (916) 752-3725
<br />EXIST.
<br />PAVEMEWT
<br />Co" SUBGRADE
<br />9576 COMPACT ION
<br />NATIVE
<br />MATERIAL
<br />311 MINUS
<br />NATIVE
<br />MATERIAL
<br />3/4" MINU5
<br />0
<br />STRUCTURAL SECTION
<br />BACKFILL
<br />3011 COVER (TYP)
<br />INITIAL BACKFILL
<br />90% COMPACTION
<br />BEDD IN G
<br />TRENCH BACKFILL DETAI L
<br />IN OR WITHIN 2 FEET OF
<br />PAVED TRAVELWAY
<br />NO SCALE
<br />REQUIRED BEARING AREA — TOTAL SQUARE FEET
<br />N
<br />STA
<br />11 W 011
<br />L
<br />LA
<br />CROSS
<br />CIIOSS
<br />T I O
<br />N
<br />A T
<br />VA
<br />DUD ENO
<br />LV
<br />E
<br />BO X
<br />NO SCALE
<br />—-��d IF
<br />_ Irm«
<br />.,
<br />,.r,
<br />_---1— j�Y r•. rr
<br />] Y PICAL INSTALLATION IN CUL• DE• SAC
<br />r."A. «.N N .IINI J
<br />w ••••Mc.l
<br />PLAN
<br />I�YN.w•"•w r,..la NN
<br />NM EII.,)t « 1.1.
<br />NTMI N. I...* wM
<br />IS' INN. w#tw4 .N• m• ,Mub w N,.
<br />w N.
<br />.6L.,V.ffJ
<br />C! w 4•NA mala N. ISI
<br />".tJ .a1.d«N•nwel
<br />NI" C.1. �nlll• <A.M
<br />1 j 1
<br />/// 4 IYI• m•, N m.s. ww
<br />b.0 w A•11. cN•r.M Milli
<br />NrMt wl NN• N
<br />„",r, `�N M N NI M M.MnK•11,
<br />••«Hep. Naux
<br />LK•11.5 .4• rNJp. w .A .%yvi..nf'•
<br />w11b oweew Pv.t. OR* " �k
<br />M«w 'mw•
<br />S mil rNNc •I•F
<br />, •.- --iNol rN11MMr wmN •.e rwe
<br />' «•I "Noll le 04.6 .1 N+Kr•N
<br />P1.0 bloee. N• 110-r
<br />--—Y•e.eNrbw NII.
<br />--Ct cN w r•N I.FrN w YwN nt \—Gn«N• ,nrN1 bloc.
<br />ELEVATION
<br />STANDARD 2° BLOW OFF
<br />SOCKET CLAMP f
<br />WA5HER. ALTERNATE
<br />METHODS OF
<br />CLAMPING SHOWN
<br />EXISTING
<br />PIPE
<br />6"(MINJ 000I.
<br />(MAY)
<br />MAIN
<br />MAIN MAY GO OVER IF 1
<br />A MINIMUM OF 30" OF
<br />COVER 15 MAINTAINED
<br />CONCRETE BLOCK
<br />UNDISTURBED EARTH
<br />BEARING AREA "A"
<br />SIZE OF PIPE 6" 6"
<br />MIN. DEPTH "d" 6" B"
<br />YDS. CONCRETE 2/5 114•
<br />NECESSARY TO
<br />PROVIDE WEIGHT
<br />BLOCK "15"
<br />BEARING AREA 1.5 2.5
<br />VERTICAL DATUM DESIGNED
<br />DRAWN
<br />CHECKEDlob
<br />APPROVED 'w
<br />Q.C. E. /3444
<br />1
<br />J
<br />ITER MAIN
<br />Y? KEBABS BENT
<br />AROUNDSTEEL FITTING, BOTH
<br />ENOS EMBEDDED IN "
<br />�CONCOETE, HOOK ENO (TYP.)
<br />`,F EXISTING PIPE 15 HERE,
<br />A CLAMPING METHOD 15
<br />USED INSTEAD OF'CONCRETE
<br />THRUST BLOCKING.
<br />UNDISTURBEO EARTF+
<br />CONCfIETE BLOCK "B"
<br />NOTES
<br />1. CONCfIETE THRUST BLOCKING
<br />Oft CLAMPING METHODS
<br />MAY BE USED.
<br />2. -CLAMPING METHOD MAKES USE
<br />OF SOCKET CLAMP AND WASHER
<br />WITH R005 THAT COMPLIES
<br />WITH THE STANDARD OF THE
<br />NATIONAL BOARD OF FIRE
<br />UNOEfIWRITEF'IS FOR OUTSIDE
<br />PROTECTION.
<br />CHANGE'S I N MA I N
<br />L E V AT I Q N
<br />NO SCALE
<br />REVI
<br />ATTEQERRY &
<br />ASSOCIATES
<br />ENGINEERS • SURVEYORS • PLANNERS
<br />P.O. Box ISO
<br />ROSEVILLE, CA. 95661 (916) 752-3725
<br />EXIST.
<br />PAVEMEWT
<br />Co" SUBGRADE
<br />9576 COMPACT ION
<br />NATIVE
<br />MATERIAL
<br />311 MINUS
<br />NATIVE
<br />MATERIAL
<br />3/4" MINU5
<br />0
<br />STRUCTURAL SECTION
<br />BACKFILL
<br />3011 COVER (TYP)
<br />INITIAL BACKFILL
<br />90% COMPACTION
<br />BEDD IN G
<br />TRENCH BACKFILL DETAI L
<br />IN OR WITHIN 2 FEET OF
<br />PAVED TRAVELWAY
<br />NO SCALE
<br />NOTES.
<br />I. THRUST BLOCKS TO BE CONSTRUCTED OF CLASS '5' CONCRETE.
<br />L AREAS GIVEN ARE FOR CLASS 150 PIPE AT TEST PRESSURE
<br />OF 150 P5.6 IN SOIL WITH Z000 P.S.F. BEARING CAPACITY:
<br />INSTALLATIONS USING DIFFERENT PIPE TEST PF)ESSURES,
<br />AND/OR SOIL TYPE`S SHOULD ADJUST ALIAS ACCORDINGLY,
<br />SUBJECT TO APPROVAL OF ENGINEER.
<br />3..BLOCKS TO BE POURED AGAINST UNDISTURBED SOIL.
<br />4. JOINTS AND FACE OF PLU65 TO BE KEPT CLEAR OF CONCRETE.
<br />THRUST BLOCK SCHEDULE
<br />LOC,E'EiO,?D BL 1/PFS' J'Uf30/V/J'i0�/
<br />&.4 4'Y.A!'r&M 40F7.4/LJ'
<br />,f,4AI ,10,4gV/.V MCIAIry 47AL/f0,1F4114
<br />�. �
<br />No. 13444 z,
<br />l- C1m �Q
<br />E Uf CALIF�`��
<br />3-111-89
<br />REQUIRED BEARING AREA — TOTAL SQUARE FEET
<br />TYPE OF
<br />SHEET
<br />11 W 011
<br />TEE ON
<br />TLE
<br />CROSS
<br />CIIOSS
<br />FITTING
<br />SO• SENO
<br />.S• SENO
<br />LL VI RENO
<br />DUD ENO
<br />",PLUG
<br />•,PLUG
<br />r,vLUGS
<br />_7
<br />/9
<br />J
<br />ai
<br />IL
<br />r.
<br />•.I
<br />V J
<br />SHEETS
<br />•,'
<br />� J
<br />It
<br />It
<br />•
<br />..
<br />Voll,
<br />1b
<br />411
<br />2
<br />1
<br />1
<br />2
<br />2
<br />2
<br />2
<br />6"
<br />42
<br />1 I
<br />3
<br />4
<br />4
<br />4
<br />b
<br />811
<br />7
<br />4
<br />2
<br />5
<br />7
<br />7
<br />7
<br />Idl
<br />12
<br />6
<br />3
<br />8
<br />12
<br />12
<br />1 Q
<br />NOTES.
<br />I. THRUST BLOCKS TO BE CONSTRUCTED OF CLASS '5' CONCRETE.
<br />L AREAS GIVEN ARE FOR CLASS 150 PIPE AT TEST PRESSURE
<br />OF 150 P5.6 IN SOIL WITH Z000 P.S.F. BEARING CAPACITY:
<br />INSTALLATIONS USING DIFFERENT PIPE TEST PF)ESSURES,
<br />AND/OR SOIL TYPE`S SHOULD ADJUST ALIAS ACCORDINGLY,
<br />SUBJECT TO APPROVAL OF ENGINEER.
<br />3..BLOCKS TO BE POURED AGAINST UNDISTURBED SOIL.
<br />4. JOINTS AND FACE OF PLU65 TO BE KEPT CLEAR OF CONCRETE.
<br />THRUST BLOCK SCHEDULE
<br />LOC,E'EiO,?D BL 1/PFS' J'Uf30/V/J'i0�/
<br />&.4 4'Y.A!'r&M 40F7.4/LJ'
<br />,f,4AI ,10,4gV/.V MCIAIry 47AL/f0,1F4114
<br />�. �
<br />No. 13444 z,
<br />l- C1m �Q
<br />E Uf CALIF�`��
<br />3-111-89
<br />SHEET
<br />V
<br />It I/I
<br />j O
<br />/
<br />GE
<br />Z
<br />o
<br />= o
<br />/9
<br />J
<br />ai
<br />W
<br />O
<br />O
<br />SHEETS
<br />
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