SW4210704_Plansheet - Misc. Detail_20211210 (2)

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SEE VALVE BOX
INSTALLATION
PAVEMENT
5/8' THREADED RODS
E
(EACH SIDE
OR MEGA LUGS 2' BRASS NIPPLE VALVE BOX
(6 MIN. LENGTH)
-::: •: .:::::
:.::.. TAMPED BACKFILL
TAMPED :....
BACKFILL ...............:......... :.... :::::::• :...... ........: =::: •:;•: •:•: •::.:•.;:::-:
.......................... •._:::.: ..... .... ::-:::.::::•: •:. :•: :•::•: ::-:;......::::::•: ::::: ::::: ::•- DRAIN TO DITCH OR STORM DRAT
18 /
FULL JOINT D D.I.P. p —o
D.I PIPE
MECHANICAL JOINT 2' GATE VALVE TAMPED BACKFILL
TAPPED CAP
5' MIN. SJ PLUG, G TAP 2' NPT 2' THREADED COPPER PIPE
WITH COMPRESSION
FITTINGS CP 12' IN LENGTH)
NOTE
FIRE HYDRANTS ARE ACCEPTABLE ON 6' LINE
THE MINIMUM BLOW —OFF SIZE SHALL BE DEPENDENT
ON THE MAIN SIZE AS FOLLOWS:
4' WATER MAIN—i' BLOW —OFF
6' WATER MAIN-1-1/2' BLOW -OFF
8' WATER MAIN-2' BLOW —OFF
REVISIONS 10' WATER .MAIN-3' BLOW —OFF
DATE DESCRIPTION 12' WATER.MAIN-4' BLOW —OFF
STD, No.
STANDARD 2'1 BLOW -OFF- ASSEMBLY
6,04A
VALVE
TYP. FINISHED GRADE BOX
TYP. FINISHED GRADE
IN PAVED AREAS N COVER
N IN UNPAVED AREAS
•
= ' I-1TI—i I I —I 11-111—
BASE COURSE BLACK TINTED
CONCRETE ENCASEMENT
2'-0'
AT 3000 P.S.I.
TAMPED ......
{ —
j
`'
BACKFILL`=
VALVE BOX
..
9 CONCRETE
NOTE TO CONTRACTOR. ........... =' ''='' TAMPED
VALVE BOX SHOULD NOT :: BACKFILL
CONTACT MAIN OR VALV-:=:.::;.:::::::::::::::
•� e� ENCASEMENT
AT 3000 P.S.I.
a O
::.
...............
N
MAIN I
VALV
............. .............::-:::•::BLOCKING
VALVE BOX COVER
...:
::::::.:.::::.:.... :......•.:.:•::•::::::..
TAMPED
BACKFILL
SECTION
NOTE:
1. D.I.P. MAY BE USED FOR
VALVE BOX EXTENSIONS.
REVISIONS
DATE DESCRIPTION
2, VALVE OPERATING NUT MUST BE
EXTENDED TO NO LESS THAN 4'
FROM THE SURFACE,
STD, No.
STANDARD
VALVE BOX INSTALLATION
6,0e
R/W
l
TO BE SIGMA MBX-1 WITH
TOUCH READER HOLE
CURB AND 12'
GUTTER
FINISH
SIDEWALK
GRADE
ROADWAY
z
Cl z
COPPER PIPE, =:=
SERVICE
TYPE 'K' SOFT
:. LINE
MAIN
TAMPED BACKFILL
REVISIONS
DATE DESCRIPTION
STD. No.
6.01
STANDARD 3/40 AND 1" METER BOX INSTALLATION
UNDISTURBED
EARTH
o.
MINIMUM
CONCRETE BLOCKING (C.Y,) x-
NUM. PIPE
DIA,IN.
TEES &
DEAD ENDS
90D
BEND
45D
BEND
22-1/2D
BEND
11-1/4➢
BEND
4
1/3
1/3
1/3
1/3
1/3
6
1/3
1/3
1/3
1/3
1/3
8
1/3
1/2
1/3
1/3
1/3
10
2/3
3/4
1/2
1/3
1/3
12
3/4
1.0
2/3
1/3
1/3
14
1.0
1-1/2
3/4
1/2
1/3
16
1-1/3
2.0
1.0
1/2
1/3
18
1-2/3
2-1/3
1-1/3
2/3
1/3
20
2.0
3.0
1-2/3
3/4
1/2
24
3.0
4-1/3
2-1/3
1-1/3
2/3
F CONCRETE SHALL BE 3000 P.S.L Mph
REVISIONS
DATE DESCRIPTION
NOTE,
NO CDNCRM SHALL COVER
BOLTS OR GLANDS
STD. NO.
STANDARD REACTION BLOCKING 6.12
ROADWAY
CAST IRON VALVE
TAMPED
BACKFILL
UNDISTURBE MAIN
SOIL
.o
's
CONCRETE THRUST BLOCK'
1/3 CY AT 3000 PSI
MAIN LINE TEE --
WITH MEGA -LUGS
15'-0' MAX.
2'-0' MIN.
5'-0' MAX.
NOTES
HYDRANT TO BE
PLACED WITH PUMPER
NOZZLE FACING THE
CLOSEST CURB.
CURB & 1Y
GUTTER 04 FINISHED
z
I
� GR
ADE
WPM
= TAMPED
ro BACK
FILL
z
ra
w MINIMUM OF $ C.F.
m
7 TONE
No. 5 S
° Vi t7
ca
z
ter:
::... • ...................:• :•::: ::
::::..:... NT
MECH ANICAL JOI
. r
6 GATE VALVE CONCRETE BLOCKING
NOTE: MIN 1/3 CY AT
DUCTILE IRON PIP, ----)TOP OF BLOCKING TO BE 2' FROM 3000 P.S.I.
HYDRANT WEEP HOLES.
HYDRANT TEE MAY BE SUBSTITUTED
FOR D.I.P. NIPPLE AND RODDING.
HYDRANT TO BE MUELLER SUPER CENTURION
250 A-421 WITH 5' STORZ OPTION OR CLOW
MEDALLION F-2545 3'-6' BURY DEPTH .
STD. No.
STANDARD HYDRANT INSTALLATION &06
d GATE/TAPPING VALVE
g
d
4 03
4 o O O
O O
d o
c( 4
0 0
d ? ° TEST PLUG:3/4—NPT,
TYPE 304 SS,
ANTI —SEIZE COATED
1. CONCRETE SHALL NOT CONTACT
BOLTS OR ENDS OF MECHANICAL
JOINT FITTINGS.
2. SEE CITY OF LEXINGTON STANDARD
6.12 FOR BLOCKING DETAILS.
3. MANUFACTURER SHALL BE ROMAC
OR SMITH BLAIR PER CITY OF
LEXINGTON STANDARDS
TRACKHEAD BOLTS
FLANGE
TOP VIEW °
daQ d d O
4 a
d d
{°
co
VALVE
M.J. FITTING
KE"I'IU"' ° SIDE VIEW
DATE DESCRIPTION
SST—II1 SIDEBAR
STD. No.
TAPPING SLEEVE & VALVE 6.14
V
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SHEET NO.
(18
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18-WATER-DETAILS. DWG