HomeMy WebLinkAbout036-01 C-606 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"
T
9D ees
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'
70'
12'
14'
11 -1/4°
2
2'
3'
3'
4'
4'
4'
5'
6'
7'
SIZE
"W'
"U"**
"1..
6"
2' -6"
2' -O"
4"
8"
2' -6"
2' -1"
4„
10"
2' -6"
2' -3"
4"
72"
2' -9"
2' -5"
4"
15"
3' -0"
2' -8"
5"
18"
3' -6"
3' -0"
5"
21"
3' -11"
3' -4"
6"
24"
4' -3"
3' -8"
6"
27"
5' -6"
3' -11"
6"
J0"
5' -9"
4' -4"
6"
36"
6' -3"
5' -2"
6"
42"
6'
8"
48"
7' -4
9
54"
8' -O"
9"
60"
8' 6"
9"
66"
9 -1
9
72"
9' -8"
10"
78"
10' -3"
10"
U,
0
N
0
0
to
Notes:
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
Curb Box With Cover
Length And Fittings
As Required
Curb Stop
Corporation Stop
Mueller H- 15008, Or Equal
Water Main
Double Strap
Service Saddle
Length Varies
Service Saddle May Be Omitted For Services 1"
And Smaller And Direct Taps Made To Ductile
Iron Pipe, Class 52 Or Greater.
(Verify With Owner For Pressure Class DIP.)
FIRE HYDRANT
ASSEMBLY
Copper Service Line
SECTION
Ground Line
Mueller Centurion A-423, Or Equal
Painted "Safety Yellow"
l'-0" Min.
WATER SERVICE
DETAIL
Bedding Material Conforming To
iNDOT 903.02, Size No. 8
One 8 "x8 "x 16" So/id
Conc. Block Or 6 "Min.
Class "B" Concrete
Base On Undisturbed
Ground.
Concrete Block
1'
(Verify)
45° Max.
Specified Bedding Material
Conforming To INDOT
903.02, Size No. 8
Encase In C /ass "B" Conc. (6" Min.)
To Be Used Where Main Sewer
Is More Than 12' In Depth
NOTE:
1) 1" Or Smaller Service Line
Shall Be Direct Tap Unless
Approved By Carmel Utilities.
2) Corporation Stop Shall Be
Brand And Model Approved By
Carmel Utilities.
3) Service Line Tap Shall Be
lnstal`ed With A Min. Horz.
Seper 7tion Of 24
4) 1 /2." And Larger Lines
Require A Swing Joint Attached
To Corporation Stop
4.5' Min
Slope 2Z Min. (1/4" /Ft.)
6" House Connection
Undisturbed Ground
SEWER CONNECTION
TYPE 2
Service Connection Notes
A. Contractor Shall Not Backfill Service
Connection Until The City Has Inspected
And Taken Measurements, Elevations Other
information Required For Purpose Of Record.
B. All Tee And Wye Branches In The Main Sewer
Line, Rotated More Than, 30° From Horiz.
Shall Be Encased in 6" Min, Of Class "B"
Concrete.
C. Tee Branches May Be Used In Lieu Of Wye
Branches For Connections To Main Sewers
18" And Larger.
6" Connection
45° Bend
6" Tee Or Wye
As Specified
Main Sewer As
Shown On Plans
Flat Slab Top
MH Riser
ASTM C478
Water Lin
Watertight
Flexible
Joints
#4@12 E
Valve
WATER VALVE
MANHOLE
MH Frame And Cover
Neenah R -1642 Or Equal
For Watertight Installations
Neenah R- 1916 --F Or Equal
"WATER" Cast In Cover
—Adjusting Rings
8' Min. 12 Max.
1/2" Cement Plaster
Gate Valve
1 -0" Min. Cast -/n
Place Concrete Base
Manhole Diameter Shall Be A Minimum Of 4' -O
The Designer Shall Specify An Adequate Diameter
To Accomodate The Valve And Water Main Size.
Restrained Joints Shall Be Mechanical Joint With Retainer Glands,
US Pipe TR Flex Joint System, US Pipe Field LOK Gasket System,
Or Equal.
NOTE. THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS
THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED.
JOINT RESTRAINT
TABLE
Concrete Blocking As Required
REVISIONS
PRE -BID SET
ISSUE DATE
POST BID SET
ISSUE DATE
DESCRIPTION
Existing Water Main
Tapping Sleeve
varies
Bend
As Required
TRENCH SCHEDULE
Note: All Joints Shall Be
Restrained Except
In Run Of Tee.
Table is For ASTM D -3034, Wall Thickness
C /ass SDR 35 For 6 -15" And ASTM
F-679 Wall Thickness Class T -1 For
18 -36. For Other Flexible Pipes,
Minimum Trench Width "Cr Shall Meet
Manufacturer's Requirements.
Service Connection Notes
A. Contractor Shall Not Backfill Service
Connection Until The City Has Inspected
And Taken Measurements, Elevations Other
Information Required For Purpose Of Record.
B. All Tee And Wye Branches In The Main Sewer
Line, Rotated More Than, 30' From Horiz.
Shall Be Encased In 6" Min. Of Class "B"
Concrete.
C. Tee Branches May Be Used In Lieu Of Wye
Branches For Connections To Main Sewers
18" And Larger.
PLAN
Valve
Varies
PLAN
Special Backfill Under
Pavement, Drives, Walks
Or Where Ordered Tamped
in 6" Layers
Special Backfill Shall
Conform To INDOT 211.02b
6" Connection
6" Tee Or Wye
As Specified
Main Sewer As
Shown On Plans
R '`'te- Tee
1 -0" Minimum
Undisturbed Ground
Existing Pavement, Saw
Cut Straight Edge
Undisturbed Earth
New Pipe Shall Be
Installed Under The
Existing Water Main
9
New Water Main
WATER MAIN
CONNECTION DETAIL
nl
Specified Bedding Material
Conforming To /NDOT
903.02, Size No. 8
To Be Used Where Main Sewer
Is Less Than 12' In Depth
Match Existing Pavement
Material And Thickness
"W" or "U" At
Top Of Pipe
72" Min.
TRENCH DETAIL
FOR SEWER AND WATER MAINS NTS
Ground Line
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TRENCH DETAIL
TRENCH SCHEDULE
Plug At End Of Pipe
Slope 2% Min. (1 /4'/Ft.)
-4
V
Contractor May Use 30°
Short Radius Bend To Adjust
For Grade If Required
SECTION
SECTION
See Trench Detail
For Backfill Requirements
Existing Water Main
New Water Main
Bed Pipe in Specified Granular
Bedding Material Hand Tamped In
6" Layers To Pipe Centerline
Bedding Material Shall Conform
To INDOT 903.02, Size No. 8
Approved Excavated Material In Unpaved
Areas Unless Otherwise Directed
Note: Under Existing Sewers, Water Lines,
Gas Lines, Telephone Cable And
Electrical Conduits, Backfill With
Granular Bedding Material To The
Centerline Of The Existing Utility
Lines.
For Flexible Pipe With Solid Or Profile Walls,
Granular Bedding Material Shall Be Placed
And Hand Tamped In 6" Layers To A Minimum
Of 1"-0" Above Pipe.
Bed Pipe In Specified Granular
Bedding Material Hand Tamped In
6" Layers To Pipe Centerline
Bedding Material Shall Conform
To /NDOT 903.02, Size No. 8
Note: "W" Is The Maximum Width For Rigid Pipes.
"U" Is The Minimum Width For Flexible Pipes
In Accordance With ASTM D -2321.
SEWER CONNECTION
TYPE l
Wood Stake
5' Minimum
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