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2
<br />r
<br />No
<br />FIRE HYDRANT
<br />SECTION A—A
<br />TEMPORARY BLOW OFF
<br />M
<br />to c') s
<br />E Street R/ -W
<br />Meter Box MClewf
<br />tom of Dftch
<br />(if any)
<br />/n
<br />Ale
<br />stop
<br />Connection
<br />0
<br />C� doptor
<br />lion a 36 Reber with
<br />Adaptor 2 hose clomps 12" oport
<br />Corporation -2e blies. Cover Wow bottom
<br />Stop of ditch (if any)
<br />Service
<br />clonv (I" or for
<br />Doublo Strop)
<br />B _0T§
<br />L Plastic pipe uptea l!9'I.D. service shall be ultra high molecular weight (UHMW)
<br />Polyethyleno as momfoctured by "Driscopipe", "Orangeburg a or approved equal
<br />with mir4murn pressixe rating of 160 psi.
<br />Z Plastic pipe for 2" 1, D, service *hall be P8 2110 Polybutylene or approved
<br />equial with nal re rating of 160 psi.
<br />3: Corporation stop shiall have corporation cock fteods,
<br />4. Angle stop *hall have *wW nut and lock wings,
<br />5Angle stop shall be' r "tically plumbed,
<br />6. Size of service line shall be as required by the County .
<br />7, Mueller Insto-titi connftflon shall conform to ASTM Designotion D 22W
<br />f
<br />WATER SERVICE
<br />--Cost Iron Lid
<br />o I I I e - proof, m o c h i n e d
<br />seoling surface
<br />6
<br />Asphalt Concrete Tip, -Finished Grade
<br />V
<br />..... . ......
<br />Concrete Base to be
<br />around Volve Box,
<br />n
<br />Concrete Base not
<br />necessary when Volvo
<br />Box is located in bock
<br />rrr of sidewalk,
<br />R
<br />Cost Iron Cop
<br />topped 2" Sid,
<br />D
<br />2" Square Steel Valve Nut
<br />Q
<br />Asbestos Cement Pipe
<br />T2"
<br />Stondord Golv, Pipe
<br />Volvo Nut
<br />fcomp backfill behind
<br />horoughly,
<br />A
<br />PLAN
<br />71
<br />Volvo Box, Frorne and Lid,
<br />FITTNGS
<br />Christy G-8 Traffic Volvo Box of tqvol
<br />92
<br />0
<br />11<7 1b
<br />B
<br />j
<br />A
<br />6" 5N—E
<br />10"
<br />LINE
<br />Cop
<br />Fasteners
<br />2" Goly, Nipple
<br />r
<br />2" Square Steel Volvo Nut
<br />2" Goly, Street Elbow
<br />T_
<br />.2 Standard Gote Volvo
<br />ELEVATION
<br />TZ,
<br />2" x 4"
<br />_E*
<br />J. -
<br />4"x 4"
<br />0 -T-
<br />z
<br />6`
<br />SECTION A—A
<br />TEMPORARY BLOW OFF
<br />M
<br />to c') s
<br />E Street R/ -W
<br />Meter Box MClewf
<br />tom of Dftch
<br />(if any)
<br />/n
<br />Ale
<br />stop
<br />Connection
<br />0
<br />C� doptor
<br />lion a 36 Reber with
<br />Adaptor 2 hose clomps 12" oport
<br />Corporation -2e blies. Cover Wow bottom
<br />Stop of ditch (if any)
<br />Service
<br />clonv (I" or for
<br />Doublo Strop)
<br />B _0T§
<br />L Plastic pipe uptea l!9'I.D. service shall be ultra high molecular weight (UHMW)
<br />Polyethyleno as momfoctured by "Driscopipe", "Orangeburg a or approved equal
<br />with mir4murn pressixe rating of 160 psi.
<br />Z Plastic pipe for 2" 1, D, service *hall be P8 2110 Polybutylene or approved
<br />equial with nal re rating of 160 psi.
<br />3: Corporation stop shiall have corporation cock fteods,
<br />4. Angle stop *hall have *wW nut and lock wings,
<br />5Angle stop shall be' r "tically plumbed,
<br />6. Size of service line shall be as required by the County .
<br />7, Mueller Insto-titi connftflon shall conform to ASTM Designotion D 22W
<br />f
<br />WATER SERVICE
<br />--Cost Iron Lid
<br />o I I I e - proof, m o c h i n e d
<br />seoling surface
<br />6
<br />Asphalt Concrete Tip, -Finished Grade
<br />V
<br />..... . ......
<br />Concrete Base to be
<br />around Volve Box,
<br />n
<br />Concrete Base not
<br />necessary when Volvo
<br />Box is located in bock
<br />rrr of sidewalk,
<br />R
<br />9V11/1111(lM
<br />D
<br />Q
<br />2" S Steel
<br />THRUST BLOCK DIMENSIONS
<br />Volvo Nut
<br />-W-.
<br />MY
<br />71
<br />B
<br />FITTNGS
<br />I
<br />VALVE BOX
<br />B
<br />j
<br />A
<br />6" 5N—E
<br />10"
<br />LINE
<br />r
<br />T_
<br />TZ,
<br />_E*
<br />'N
<br />z
<br />6`
<br />9V11/1111(lM
<br />D
<br />2" S Steel
<br />THRUST BLOCK DIMENSIONS
<br />Volvo Nut
<br />-W-.
<br />MY
<br />7n
<br />B
<br />FITTNGS
<br />I
<br />VALVE BOX
<br />B
<br />j
<br />A
<br />6" 5N—E
<br />10"
<br />LINE
<br />r
<br />T_
<br />'N
<br />6`
<br />RR�
<br />45'A
<br />NM
<br />V
<br />to
<br />'TEE OUTLET
<br />N
<br />g,k
<br />0
<br />10
<br />,��gmg
<br />DEAD END
<br />IirfN
<br />........ .
<br />—4r-
<br />0-w-
<br />PLAN
<br />N —E—T
<br />22 21 1,
<br />0 -0
<br />45" Y=65- -6
<br />4--
<br />12
<br />9V11/1111(lM
<br />D
<br />2" S Steel
<br />THRUST BLOCK DIMENSIONS
<br />Volvo Nut
<br />-W-.
<br />MY
<br />7n
<br />B
<br />FITTNGS
<br />I
<br />VALVE BOX
<br />B
<br />j
<br />A
<br />6" 5N—E
<br />10"
<br />LINE
<br />r
<br />T_
<br />'N
<br />9V11/1111(lM
<br />D
<br />2" S Steel
<br />THRUST BLOCK DIMENSIONS
<br />Volvo Nut
<br />-W-.
<br />MY
<br />FITTINGc"
<br />Z
<br />B
<br />FITTNGS
<br />I
<br />B
<br />j
<br />A
<br />6" 5N—E
<br />10"
<br />LINE
<br />14"
<br />'N
<br />6`
<br />RR�
<br />45'A
<br />NM
<br />V
<br />'TEE OUTLET
<br />N
<br />g,k
<br />0
<br />10
<br />,��gmg
<br />DEAD END
<br />DEAD N
<br />........ .
<br />—4r-
<br />0-w-
<br />PLAN
<br />N —E—T
<br />22 21 1,
<br />0 -0
<br />45" Y=65- -6
<br />4--
<br />12
<br />L22 1/ 0INE —0
<br />450 '4 6
<br />004
<br />Volvo Box, From# and Lid,
<br />TEE OUTLET
<br />DEAD END
<br />W_
<br />3 -
<br />---37-- -6-'w-
<br />3 0
<br />3 0
<br />- - 4
<br />TEE 6UTCE f 6 - 5 -
<br />DEAD END 5
<br />0
<br />Ctwlsty G-8 Traffic Volvo Goa ot eq,jo�
<br />0vv�� 0
<br />NOTES%
<br />1, All thrust blocks shall
<br />be poured
<br />against undistur4od soil
<br />and snoil
<br />0 0 0 0
<br />0
<br />0 "1,
<br />A WC
<br />be ""
<br />loss B
<br />C Concrete,
<br />ThrW
<br />2 Thrust WOO dimensions
<br />' were
<br />Comrolle 77.71,017
<br />2 P
<br />calculated to Wow a
<br />soil
<br />A* etas Block -,
<br />2" Golv, Nippl*
<br />bearing value of I,QW
<br />pounds
<br />C oma -4 Pipe
<br />2"Sq Stool Volvo Nut ^
<br />per square foot,
<br />"
<br />2Golv, Street Elbow
<br />40
<br />2" Bronze Got* Volvo
<br />2" Bronze Nipple
<br />Cost Iron Plug topped 2"
<br />&AN
<br />5 Rebar e top and bottom
<br />A -If
<br />v:
<br />D+P-" +
<br />ELEVATION
<br />ELEVATIO
<br />_ERM,�NENI� '�EF
<br />PERMANENT BLOW OFF
<br />.. . ........
<br />THRUST BLOCK DETAILS
<br />---- ---- ..
<br />..... ..... . . . ..... . ..... .. ....
<br />9V11/1111(lM
<br />MY
<br />R,
<br />'N
<br />RR�
<br />NM
<br />N
<br />g,k
<br />10
<br />,��gmg
<br />9V11/1111(lM
<br />
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