HomeMy WebLinkAbout031-85.8Outside Face Area Not Less Than
/alues Given In Table For 22 V2° 86
II v4° Bends
PLAN
Strop Iron Anchors
2" Wide x 1/2" Thick
- \ 3/4"x 18"
• Anchor Bolts
• \, ( 4 Req'd. )
5" Dia. Washer, I" Thick � �• �
Anchor Block To Be Of-- \ \
Clogs R , C^ ( tele l
DOWNWARD BEND
C Outside Face Area r o
Outside Face Area Not Less Thor Values In Table For Tr.i
yes
Than Values Given In Table B W
For 90a And 45° Bends Farr
Plugs -
PLAN PLAN
NOTE=
All Concrete Blocking To Cors -sl
Of Class "B„ Concrete Poured
Against Firm Ground
4
SECTION "D -D"
BLOCKING
4 Min.
Bl BENDS
BLOCKING
2
PIPE
OUTSIDE
FACE AREA
(SQ. FT.)
SIZE OF
RUN
SIZE OF OUTSIDE FACE
BRANCH AREA (SQ. FT)
A
20"
Trench width
12""
4
o
�
720"" 12 •716"
12,.,
o
a
8 5
Min
x
i
I
12
OR
LESS
12 7
10B"
I
8 4
Outside Face Area
As Noted
In Table
4" e 2
SECTION "C
-C"
4
SECTION "D -D"
BLOCKING
FOR PLUGS
Bl BENDS
BLOCKING
FOR TEES 81 WYES
PIPE
OUTSIDE
FACE AREA
(SQ. FT.)
SIZE OF
RUN
SIZE OF OUTSIDE FACE
BRANCH AREA (SQ. FT)
SIZE PLUG 90°BEND 2" 11 1/4e
20"
Trench width
12""
4
OR
16
I6
720"" 12 •716"
714g7
3
106
12" 2
8 5
10"
M23
FordMeJer Box Col
I
12
OR
LESS
12 7
10B"
I
8 4
6 2 I 1
6 2
4 2 3 2 I 1
4" e 2
DETAIL - CONCRETE BLOCKING
Varies 1 /-0 1 4"-0 1
1
Conc. walk f -V4" Angle valve in
plastic sac
To building
Corp. cock
3/4" Copper Sery ice
r
/ Water Main
TYPICAL BUILDING CONNECTICN
Max. Payment of width pavement
Restoration
Ad ju
ITEM
- e6"a-�VMETER5
Pavement
METER
70r
ord Mehr Box
Type X "' *43
PIT
SawcutI
.o.
Single Lid With
COVERS
For c'`O"Borrel,
6" Depth B 11 l�2
1
to j per``
Trench width
12""
I. Allowable max.
width
Ad ju
ITEM
- e6"a-�VMETER5
/"METER
METER
Ford Meier Box
Co. Type "Xr, 0,,
ord Mehr Box
Type X "' *43
PIT
Single Lid Cover
.o.
Single Lid With
COVERS
For c'`O"Borrel,
6" Depth B 11 l�2
Adopter Ring Corrr
For 24 Barre, 6
to j per``
pia. lid.
B /3112"Oto. Lid
p" Vitrified
_eveh
24" Vitrified
RT
Cloy Or Concrete
Cloy Or Concrete
1
Tile.
Tile.
I�" I%4", Or 2" iron pipe.
FordMeJer Box Col
Ford Meter Box Co.
YOKE
517 Yofe For 5/B
519 Yoke for 314
520 Yoke For y ""
Slop, l" Corporation Stop
Ford Meier Box Co
ord Meter Box Co.
VALVES
Angle B Compress,
Volves For Copper
Angle 8 Compression
Valves For Copper
Tubing.
Tubing.
RISER
3/4'Fa5/9'drter
r
SIZE
I, For 3r4"Meter
1 //4
SERVICE_114'
,-S8"WI,
1 114'
L/NE SIZE
I For 3/4"Meter
Minimum
Requirements
Voter
Main
Set Top Flush with Inlet
-Ground or Pavement
From M
TYPICAL GATE VALVE & VALVE BOX
Pavement to be cut
min. of 12" each
side of the actual
Trench width
Fitting to suit
I I -
Mechanical joint ✓✓ -
Use Tapping Sleeve S Valve I
for connection under O
pressure -7 /
TYPICAL DETAIL PAVEMENT CUTTING AND RESTORATION
Town of Carmel 24" 1
standard meter pit
with cover.
of 3/4" Threaded pipe -
T
Drain slop equal to MUELLER v poly. iron
H-10202
Nech. O
Concrete joint
NI
blackin _--' • r6" Deep
to
t Gravel pocket
�- 1 "Elbow ' �" bot
Craw cap F1040 4
ase Nipple ood blocking
J/Elbow
topped at bottom of 4' Elbow of pipe
diameter
PL A N SECTION
DETAIL OF BLOW OFF
50' R/W 13 7'1 4' I
50 R/W r 5 5ir - 1 4'_ -
I •!� I Nat"ral
( I I to c�
`Il Slop�Gre d
;411 .Z 1 oun
Pavement /
\ COnc. walkJ
Z-517
CE Fire q'
Hydrant
Angle valve
in plastic sc
— L2V4 " Capper Service
50' R/W 15,
WATER MAIN
TYPICAL SECTION HYDRANT a ,VAIN LOCATION
I�
L
Yoke Including Angle it
Furnished To P/umbe
By I. IV Co.
O) Service Line
Meler Pit Covers
Carried In Stores
For Sale To Plumbers
Valves --J'
Riser
Tile Furnished B
Erected By
Plumber
t
Meter Furnished
Set By I.W. Co
t
Block Tile Up
Furnished B Installed On 4 Bricks
By l W Co. 12" Min.
Properly Line
I
i
—� Existing Main
I
TYPICAL CONNECT ION TYPE "A"
-E3�
CUTTING -IN VALVE
WITH SOLID SLEEVE
I _
I _
C -N OR LEAD CALKED TYPE
CUTTING -IN SLEEVE FOR VALVES OR FITTINGS
`[.acarian Ur Meter Pit 5 call Not tie
Within e " Of Prrierly Line. The
Location Must Be Accessible And In A
Level Place. Pits Sholl Not Be
Located In Driveways.
Ouller
to Consumer
CUTTING_ -IN T-_rf
OPTIONAL METHODS Qf:. CU' L1J f� N=W VA'VF
AND FITTINGS (N EXIST; NS MAINS
M nimum
0 0.1 -0
Backfill with I
Excavated
Material ---, ,•
GJ Dig out each jornt.
Pipe to rest on firm earth.
TYPICAL W47=4 AMAIN INSTALLATION
TYPICAL CONNECTION TYPE "B"
EE
Existing 6"
water) me
" HUNTERS CREEK SOUTH - SECTION 2
( Proposed )
SCALE I rr = 100"
I
WATER DISTRIBUTION SYSTEM
r HUNTERS CREEK SOUTH - SECTION Irl
( Under construction )
�( to exist. 8" at Rohrer Road )
I
a
ITARY SEWER W/ MANHOLE
WATER LINE
ERLINE W/ VALVE
RANT
3
Grace
ARE
TO
M
/
Copper f0 coo Per rlpred Coupling r capper
to ,on loom Oress/On) ripe adaplvr.
57 �
Srrt to smt Smah - 3/ar ar equov
ml
to j per``
;I Existing water Serriee aisconnecrea 'rem
existing small diam. von pipe -a
remnnecrea to tier C. 1. mains.
1
:+sting warp Service connected to small atom. Iran pipe.
- ^ Existing
I�" I%4", Or 2" iron pipe.
�--/ 4+
!pe "K" Copper, 1"Type "K" Copper.
ew Main
3/4" C-010"air
Slop, l" Corporation Stop
TYPICAL RECONNECTION OF
EXISTING WATER SERVICE
CUTTING_ -IN T-_rf
OPTIONAL METHODS Qf:. CU' L1J f� N=W VA'VF
AND FITTINGS (N EXIST; NS MAINS
M nimum
0 0.1 -0
Backfill with I
Excavated
Material ---, ,•
GJ Dig out each jornt.
Pipe to rest on firm earth.
TYPICAL W47=4 AMAIN INSTALLATION
TYPICAL CONNECTION TYPE "B"
EE
Existing 6"
water) me
" HUNTERS CREEK SOUTH - SECTION 2
( Proposed )
SCALE I rr = 100"
I
WATER DISTRIBUTION SYSTEM
r HUNTERS CREEK SOUTH - SECTION Irl
( Under construction )
�( to exist. 8" at Rohrer Road )
I
a
ITARY SEWER W/ MANHOLE
WATER LINE
ERLINE W/ VALVE
RANT
3
MAINS
ARE
TO
M
COVER
OF
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