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UNDERGROUND SERVICE
<br />BY P,G.&E,-120/240V,37,4W,A
<br />120/240, 3, 4W
<br />SELF CONTAINED
<br />�— ---� 7 -JAW BUSED
<br />SAFETY -SOCKET
<br />M METER BOX WITH
<br />I I
<br />MAIN
<br />j 200/3 j /00
<br />I /3
<br />I I
<br />1'C, 3 42, THWN
<br />201K / NEMA SIZE 3
<br />20/R i r — — — — i MOTOR STARTER
<br />i _ _ _ — _ PRESSURE SWITCH
<br />60/2 i I TO TANK
<br />i' -----J
<br />#4 Cu, TO DRIVEN
<br />ROD GROUND
<br />FUTURE PERSONNEL
<br />BLDG, (N.I.C)
<br />1'C,3-#2 THWN 1/2'C,3-#12 THWN
<br />WP,GFI
<br />ONE -LINE DIAGRAM 5
<br />4
<br />BEND
<br />TEE OUTLET DEAD END
<br />TO PUMP MOTOR
<br />( 25 HP,39 )
<br />TO COMPRESSOR
<br />(12 HP,0
<br />45 Max,
<br />.a
<br />�Min.�
<br />TYPICAL SECTION
<br />THRU
<br />THRUST BLOCK
<br />THRUST BLOCK DIMENSIONS
<br />FITTINGS
<br />'A'
<br />B
<br />'' FITTINGS
<br />'A'
<br />a
<br />10' LINE
<br />--
<br />45
<br />2'-0'
<br />,_
<br />'.2T
<br />yio','
<br />`A'
<br />T
<br />--I 'A'
<br />A
<br />_
<br />TEE OUTLET DEAD END
<br />TO PUMP MOTOR
<br />( 25 HP,39 )
<br />TO COMPRESSOR
<br />(12 HP,0
<br />45 Max,
<br />.a
<br />�Min.�
<br />TYPICAL SECTION
<br />THRU
<br />THRUST BLOCK
<br />4'x4' Tee
<br />W/Blind Flange
<br />Valve Box, Christy No. G-5
<br />or Approved Equal with
<br />Extensions as Rqd, elc
<br />10'
<br />PV,G
<br />Riser
<br />4' Gate Valve —/
<br />Conc. Thrust Block Limit of 4' Dia,
<br />Aternative Pipe
<br />HYDRANT 4
<br />1\114
<br />6' Diam, Sch.40 Galv.
<br />Pipe Fill with
<br />concrete 3
<br />3'
<br />GUARD
<br />POST4
<br />it
<br />2'-0' Square x 12'
<br />f— Conc. Anchor Block
<br />3'x 3'x 3/16' Supports
<br />Set in V-0' Din. x 3'-0'
<br />Conc. Footing
<br />Existing Well
<br />Foundation
<br />Conc, Thrust Block
<br />Per Detail
<br />4' Con. Slab W/
<br />6 x 6 /10 x 10 W.W.F,
<br />4• x—xp .X=x.
<br />• -
<br />4• °
<br />p -
<br />i
<br />4` Sand 77� a
<br />Layer
<br />4' Conc. Pad W/ 6*6/ 10x10 WWF
<br />Over 4' Sand Layer
<br />p
<br />p .
<br />4-#4 Bars
<br />Continuous
<br />r 1- #4 Rebar Cont,
<br />4'
<br />12'
<br />i
<br />8' I
<br />SECTION 4
<br />2- 3j4 x 12' A307 Anchor Bolts
<br />41 �.1 �— #4 Bars 12' O/C
<br />SECTION
<br />H
<br />NOTES; I I I I II I I I
<br />1. All thrust blocks shall be poured I I Install Expansion I I I I I I � I
<br />against undisturbed soil and shall I I Joint Material I I I I I
<br />be Class 'B' Concrete. L _ _ _ _ _ _ _ _ _ _ _ _ _ J I I I I I 4
<br />I I I I I I
<br />2. Thrust block dimensions were L_______J L_______________J L___—___J
<br />calculated to allow a soli I I I I
<br />bearing value of 1,000 pounds
<br />per square foot.
<br />THRUST BLOCK DETAILS 6 CONTROL PAD DETAIL B TANK PAD DETAIL A DRAWING
<br />4 4 4
<br />t'r�= tn,��. �� J G.
<br />NoChjr.Wf
<br />Gate _ __ _ 7- 3/7-91
<br />Any Person Us2rig Thi¢, Drawing Should Vwjjy
<br />Al! In`ormabnr By in<(iecting The Site Of Ward.
<br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED BY DATE SUBMITTED DATE, APPROVAL RECOMMENDED DAT CORRAL HOLLOW SANITARY sW, TDraL
<br />COUNTY OF SAN JOAQUIN SCALE: NONE CONSTRUCTION DETAILS PROJECT LANDFILL WATER WELL SHEETS
<br />oa1 i 4�vZ A ii .�-`_k1on�G Hary 4 4
<br />2/�l t �/ PHASE 11
<br />FILE NAME NO. DRAWER ISHEET NO.1 CAD. FILE
<br />Ei\CHWELL\SHEET4
<br />THRUST BLOCK DIMENSIONS
<br />FITTINGS
<br />'A'
<br />B
<br />'' FITTINGS
<br />'A'
<br />10' LINE
<br />--
<br />45
<br />2'-0'
<br />,_
<br />,
<br />_
<br />441
<br />DEAD END
<br />3`0' 1
<br />2'-0'
<br />4'-0'
<br />4'-0'
<br />8' LINL
<br />22 1
<br />2;-D,
<br />l_D/
<br />31-01
<br />31-01
<br />45
<br />3 -0'
<br />2'-6' 1
<br />1 4'-6'
<br />1 4'-0'
<br />44'
<br />'-6' 1
<br />-
<br />'
<br />41-01
<br />TEE OUTLET
<br />3'-6'
<br />3'-0'
<br />-
<br />4'-Q'
<br />DEAD END
<br />3'-6'
<br />T - Of 1
<br />1 5'-6'
<br />1 44'
<br />4'x4' Tee
<br />W/Blind Flange
<br />Valve Box, Christy No. G-5
<br />or Approved Equal with
<br />Extensions as Rqd, elc
<br />10'
<br />PV,G
<br />Riser
<br />4' Gate Valve —/
<br />Conc. Thrust Block Limit of 4' Dia,
<br />Aternative Pipe
<br />HYDRANT 4
<br />1\114
<br />6' Diam, Sch.40 Galv.
<br />Pipe Fill with
<br />concrete 3
<br />3'
<br />GUARD
<br />POST4
<br />it
<br />2'-0' Square x 12'
<br />f— Conc. Anchor Block
<br />3'x 3'x 3/16' Supports
<br />Set in V-0' Din. x 3'-0'
<br />Conc. Footing
<br />Existing Well
<br />Foundation
<br />Conc, Thrust Block
<br />Per Detail
<br />4' Con. Slab W/
<br />6 x 6 /10 x 10 W.W.F,
<br />4• x—xp .X=x.
<br />• -
<br />4• °
<br />p -
<br />i
<br />4` Sand 77� a
<br />Layer
<br />4' Conc. Pad W/ 6*6/ 10x10 WWF
<br />Over 4' Sand Layer
<br />p
<br />p .
<br />4-#4 Bars
<br />Continuous
<br />r 1- #4 Rebar Cont,
<br />4'
<br />12'
<br />i
<br />8' I
<br />SECTION 4
<br />2- 3j4 x 12' A307 Anchor Bolts
<br />41 �.1 �— #4 Bars 12' O/C
<br />SECTION
<br />H
<br />NOTES; I I I I II I I I
<br />1. All thrust blocks shall be poured I I Install Expansion I I I I I I � I
<br />against undisturbed soil and shall I I Joint Material I I I I I
<br />be Class 'B' Concrete. L _ _ _ _ _ _ _ _ _ _ _ _ _ J I I I I I 4
<br />I I I I I I
<br />2. Thrust block dimensions were L_______J L_______________J L___—___J
<br />calculated to allow a soli I I I I
<br />bearing value of 1,000 pounds
<br />per square foot.
<br />THRUST BLOCK DETAILS 6 CONTROL PAD DETAIL B TANK PAD DETAIL A DRAWING
<br />4 4 4
<br />t'r�= tn,��. �� J G.
<br />NoChjr.Wf
<br />Gate _ __ _ 7- 3/7-91
<br />Any Person Us2rig Thi¢, Drawing Should Vwjjy
<br />Al! In`ormabnr By in<(iecting The Site Of Ward.
<br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED BY DATE SUBMITTED DATE, APPROVAL RECOMMENDED DAT CORRAL HOLLOW SANITARY sW, TDraL
<br />COUNTY OF SAN JOAQUIN SCALE: NONE CONSTRUCTION DETAILS PROJECT LANDFILL WATER WELL SHEETS
<br />oa1 i 4�vZ A ii .�-`_k1on�G Hary 4 4
<br />2/�l t �/ PHASE 11
<br />FILE NAME NO. DRAWER ISHEET NO.1 CAD. FILE
<br />Ei\CHWELL\SHEET4
<br />
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