HomeMy WebLinkAboutC603 Site DetailsPRESSURE PIPE JOINT RESTRAINT TABLE
Length Of Pipe To Be Restrained
In Each Direction From Of Bend
Based On 150 PSI Test Pressure
Degree
Of Bend
6' 8' 10' 12' 14' 16' 18' 20' 24' 30'
90 ,Tees
Plugs
27'
35'
42'
50'
58'
65'
73'
80'
95'
115'
45°
7'
9'
11'
13'
15'
17'
19'
21'
24'
29'
22-1/2°
3'
4'
5'
6'
7'
8'
9'
10'
12'
14'
11-1/4°
2'
2'
3'
3'
4'
4'
4'
5'
6'
7'
N
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a)
to
0 o
Wa ter ti
Flex /able
Joints
Flat Slab To
MH Riser
ASTM C478
Water Lip
#4 @12 EW
i
w See Not
IMO
LIN
Val
1
MH Frame And Cover
Neenah R -1642 Or Equal
For Wa ter tigh t Installations
Neenah R- 1916 -F Cr Equal
'WA TER' Cast In Cover
Adjusting Rings
8' Min, 12' Max,
1/2" Cement Plaster
Ar Manhole Diameter Shall Be A M/n /mum Of 4'-0".
The Designer Shall Specley An Adequate Dia me ter
To Accomoda to The Valve And Voter Main Size,
Date: January 1995
Gate Valve
Concrete Blocking As Required
1 -0' Min, Cast -In
Place Concrete Base
CITY OF CARMEL
STANDARD DETAILS
Scaler Not To Scale
TITLE:
WATER VALVE
MANHOLE
Drawn By: Jones Henry
Engineers, Inc.
Drawing Name: CW7
Restrained Joints Shall Be Mechanical Joint With Retainer Glands,
US Pipe TR Flex Joint System, US Pipe Field L OK Gasket System,
Or Equal.
NOTE' THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS
THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED,
CITY OF CARMEL
STANDARD DETAILS
Date: January 1995
Scale: Not To Scale
TITLE:
JOINT RESTRAINT
TABLE
Drawn B Jones Henry Drawing Name: CW10
y
Engineers, Inc.
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N
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0 O
Notes'
Hydrant Asse
Restrained
ength And Fittings
As Required
Water Main
Tee
M.J,
6'Va l ve Box
6' Gate
Valve
1. At High Points Along Main Water Line Where
Indicated On Drawings, Anchoring Tee Shall
Be Set At 45° Angle Upwards And Connected
To 6' 45° Bend, Main Water Line Shall Be
Lowered To Provide Sufficient Cover As Specified,
2. All Joints Shall Be Restrained Except In Run
Of Tee,
3, Hydrants Shall Be Set At 500' Max, Horizontal
Distance, Or Less As Specified By Fire Department
Date: January 1995
Mueller Centurion A -423, Or Equal
Painted 'Safety Yellow'
kft
cs
Scale: Not To Scale
1 -0' Min.
Bedding Material Conforming To
INDOT 903.02, Size No, 8
One 8'x8'x16' Solid
Conc. Block Or 6'Mln,
Class'B' Concrete
Base On Undisturbed
Ground,
CITY OF CARMEL
STANDARD DETAILS
TITLE:
FIRE HYDRANT
ASSEMBLY
Drawn By: Jones Sc Henry
Engineers, Inc. Drawing Name: CW8
Existing Water M
Tapping Sleev
Varies
Bend
As Required
Valve
Varies
Note' All Joints Shall Be
Restrained Except
In Run Of Tee.
PLAN
New P/pe Shall Be
Installed Under The
Existing Water Main
4
New Water Main
Tee
Date: January 1995
12' Mln.
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CITY OF CARMEL
STANDARD DETAILS
Scale: Not To Scale
SECTION
See Trench De to ll
For Backf/ll Requirements
TITLE:
i
Existing Voter Main
New Water Main
Bed P/pe In Specified Granular
Bedding Material Hand Tamped In
6' Layers To Pipe Centerline
Bedding Material Shall Conform
To INDOT 903.02, Size No. 8
WATER MAIN
CONNECTION DETAIL
Drawn By Jones Henry Drawing Nome: CW5
Engineers, Inc.
WATER MAIN NOTES'
1) ALL WATER MAINS SHALL BE DUCTILE CAST IRON PRESSURE PIPE
2) PIPE SHALL CONFORM TO ANSI A-21,51 OR A W WA C -151 AND AT A MINIMUM SHALL BE PRESSURE CLASS 350,
3) FITTINGS FOR DUCTILE CAST IRON PRESSURE PIPE SHALL BE DUCTILE CAST IRON AND CONFORM TO ANSI A -21.10
OR A WA C -110 AND SHALL HAVE A THICKNESS CLASS OF 53,
4) FITTINGS FOR 4-INCH TO 12 -INCH MAY CONFORM TO ANSI A-21,3 OR A W WA C -153.
HOLEY MOLEY SAYS,
"DON'T
DIG
BLIND"
1-800 382-5544
CALL TOLL FREE
1-800-428 -5200
FOR CALLS OUTSDE OF INDIANA
CM Engineer:
k°1
08 0
280 East 96th Street
Suite 200
Indianapolis, IN 46240
317.848.7800 (voice)
317.574.0957 (fax)
Architect:
8132 Hunters Place
Indianapolis, Indiana 46236
317.823.6653 (voice)
317.826.8584 (tax)
®Copyright 2002
Developer:
Pedcor Investments, LLC
8888 Keystone Crossing, Suite 900
Indianapolis, Indiana 46240
317.587.0320
Scope Drawings:
These drawings indicate the general scope of the project
in terms of architectural design concept, the dimensions of
the building, the major architectural elements and the type
of structural, mechanical, and electrical systems.
The drawings do not necessarily indicate or describe all
work required for full performance and completion of the
requirements of the Contract.
On the basis of the general scope indicated or described,
the trade contractor's shall furnish all items required for the
proper execution and completion of the work.
Project
Carmel
City Center
Parcel 2B
Phase 2
3rd Avenue
Southwest
Carmel, Indiana
Drawing Title:
SITE
DETAILS
Issue Date
01/26/04
Drawn By
KRS
Checked By
RO
Certified By
Drawing Number:
C603
Project Number:
23465