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_-
<br />--- Cost Iron Lid
<br />otlle -proof, machined
<br />seating surface
<br />141 6
<br />Asphalt Concrete rrr.
<br />.-Finished Gvode
<br />t r4
<br />IN P1 F� r AIZ
<br />Concrete Base to be
<br />Extensions-- around Valve Box
<br />Concrete Bose not
<br />necessary when Valve
<br />Flex i. I,, m A in t-6
<br />of sidewalk.
<br />NOTES:
<br />I. Valve box m,4 Lid "III be Christy Na 0 5, Brooks Na I RT or 4' -TT, or equal.
<br />2. All Lid* and Grade Rings shall have mochined seating surfoces.
<br />3. Extensions sholl be as of turgid for the Valve Box supplied or Pipe of correct
<br />size can be use W,
<br />Cost Iron Cop
<br />topped 2" Std.
<br />Qj -2" Square Steel Valve Nut
<br />s Cement Pipe
<br />�-2" Standard Salt', Pipe
<br />vomp backfill behind
<br />blocking thoroughly,
<br />A
<br />PLAN
<br />Valve Box, Frame and Lid,
<br />Christy G-8 Traffic Valve Box or equai,
<br />Cop
<br />Fasteners
<br />20 Golv. Nipple
<br />2" Square Steel Valve Nut
<br />-2" Gale, Street Elbow
<br />4' Standard Gate Valve
<br />ELEVATION
<br />4"x 4"
<br />Variable ------
<br />Vd" Box, From and Lid 0
<br />2" above ground line
<br />Water Main, Concrete Anchor Block-," 0
<br />pe
<br />Street R/W
<br />'E rW, Groun4--,) I
<br />Future
<br />Motor Box Wler
<br />7
<br />C- '7,
<br />Angle
<br />torn of Ditch
<br />(if any)
<br />Stop
<br />j
<br />PLAN
<br />2" Square Steel
<br />Valve Nut
<br />onneciion
<br />Flonged by RiNTite Adaptor doptor ,,Valve Box, Frame and Lid,
<br />Conc, Ttwust Block- Christy G-8 Traffic Valve Box or
<br />.(As Required Conc. Thrust Block,
<br />6" Florged or Florm;ied by _dop,
<br />a 36 Rebar wrth
<br />CW ction
<br />'4
<br />lRing-Tits Gate Valve. 5-connection
<br />"app
<br />Adaptor 2 hose clamps 12* oporl i
<br />%
<br />c
<br />Tifco Nm 11 Tee or Eq I.
<br />WSW
<br />I cowatlo" -24" Min. Cover
<br />, S Wow bottom
<br />Sip
<br />top of ditch Of any)
<br />Service
<br />Concrete ;7 2" cop
<br />ciwv 0 or kr9w
<br />T 93-1 Doublo Strop) Block 2" Golv� Nipple
<br />M I Asbestos
<br />1, Fire Hydrants shall be p4oced with 411 outlet facing Cement Pipe2" S% Steel Valve Nut
<br />dirtoctly towards the WOOL
<br />Z Fire Hydrants shell be clean and free of concrete, BXE Qa j7,7' ;, C-12"Golv, Street Elbow
<br />3, Residential Fire Hydront to be "Rich 950% Jornes Jones L PlostIc pipe up to 11 L D., sorvics Wvll he intro high molecular weight (UHMW)
<br />1' Polyethy" = mmudoctured by "Driscopipe", "Orongebur g" or approved al 2* Bronze Gate Valve
<br />J- 3765, or approved equal ( 2- 2 a 1-,4100uflew ppequal
<br />I with rrininvim pressuo,s � rating , of 160 psi. 2" Bronze Nipple
<br />Or
<br />of size as required by the local Fire District, Z Mwic pipe' for, 2" 1. M' service shall be PB 2110 Polybutylene or oppro"d \-Cost Iron Plug topped 2"
<br />4 Pointed color as required by loco) Fire Districts. equoll , with Wdlmurm, pmsurs rating of 160 psi,
<br />a Corrwaflon stop Wwfl "ba" corporation cock threods.
<br />THN5T KzyK e,,r.15
<br />4Angle stop "t ha".1*wWe1 nut and lock wings.
<br />5Angle stop shall bt %ioeirtically plumbed.
<br />6. Size of service line shall be os required by the County. ELEVATION
<br />7, Wmaller Insto-tite connKilon "Il conform to ASTM Designation D 2235,
<br />°T UST bla
<br />. or
<br />UST BLOCK DETAILS Stomlord Frome and
<br />Cover Assembly
<br />45* Max, A. C.
<br />3 (f or 3 6"
<br />Co
<br />-14 ir
<br />P. C
<br />14*
<br />A� 8
<br />A I N oo-
<br />4 S
<br />wW"
<br />LI' MinA
<br />TYPICAL SECTION THRU
<br />Survey Monurnomt
<br />CAST IRON BEND TEE OUTLET DEAD END THRUST BLOCK 'UndisWrbed
<br />Baser"nt Soil TO X 30" Iron Pin With `TY PiCAL STREET SIGN
<br />--Kl— Idenfificolion Marks
<br />THRUST BLOCK DIMENSIONS
<br />ITYPICAL SECTION NQTE�
<br />FTTINGS A B FITTINI
<br />6 LINE 10" LINE L One *treat sign is required
<br />at each iniersection,
<br />22 1/20 1$- 6" 22 1/2* W 21- W
<br />0i Dimensions for block numbers
<br />3
<br />r - (Yr r
<br />ore for bcation of numbers
<br />=E r --O" IT only.
<br />0
<br />TE 2-0
<br />DEAD END V- 0" 2 - 0" DEAD END
<br />8" LINE i'2TINE A
<br />3�-O" � /111 11 A MAIN
<br />2"- 0- 2,-00 22 I/z* o" SUR
<br />"w— ----r __.__M -:"X —
<br />450 -:70- 2
<br />it
<br />TEE OUTLET 6 T--6WTEE OUTLET 5'-=--6� &
<br />----5—EADF;N —9—Z -6 --y --O--W- DEAD END ---M ON Edge of Pavement,
<br />Back of Sidewolk
<br />vg Roised Letters :E or Bock of Curb.
<br />0
<br />NOTES, 1. All thrust blocks shall be poured
<br />IN,
<br />against undisturbed *oil and snail
<br />be Closs "B" Concrete,
<br />Thrust
<br />2 Thrust block dirnenslons were
<br />looS
<br />tree Sign
<br />colculated to Wow a soil C"r Frorne Loc
<br />bearing solus of 1,000 pounds
<br />Ulf ation,
<br />Holes --eow
<br />feat. ---Molerial� cost Iron
<br />per square
<br />---TT
<br />E
<br />Class "C" L -AU STREET SIGN POST
<br />5 Rebor lop ond bottom
<br />Concrete LOCATION DETA&
<br />4,
<br />D+2'0
<br />+
<br />T
<br />4
<br />6" Diameter
<br />L
<br />EL °TI i YPICBAL. 2! j SIGN
<br />INST LLATION
<br />PERMANENT BLOW -OFF SECTlON A7 -A
<br />'Ju
<br />e
<br />(S
<br />71�mr-
<br />. ...... ...
<br />I
<br />THKU5T ��OCIK- SRI 11s
<br />M(/",Hu�f��HTO' e?(117X
<br />LL1111 I 1101�1 lj--------
<br />i
<br />Is
<br />f
<br />Yri
<br />
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