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Watertigh t Flexible
Join t
Top Of Concrete
4 Masonry Dam
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AS
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6 11 kin. 4 °mss
Drop Slze --*— 4 4
As Scheduled 4 je-
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Class "B" Concrete 4 \ !
Or Precast Drop 4 4
4 4 \ ° /
4 4
4 4 4
A 4
4 4
4 4 4
4 4
CITY OF CARMEL.
STANDARD DETAILS
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n Doty. January 1995 SWIW. Not To Sod•
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MANHOLE
WITH DROP
Jones & Nervy Drawing Home: CS4
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Curb Box With Co veer I
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Curb Stop \— Concrete Block
Corporation Stop
Mueller H- 15008, Or Equal
�- Water Maln
Double Strap
Service Saddle
Length - Vorles
� (Verify
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Copper Service Line
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Date:.lonuory 1996
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Drown By. Jones Ir Henry
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NOM-
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1) 1" Or Smaller Service Line
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Shall Be Direct Tap Unless
10"
Approved By Carmel Utilities.
20"
2) Corporation Stop Shall Be
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Brand And Model Approved By
27'
Carmel Utilities.
42'
.3) Service Line Top Shall Be
58'
Installed Wth A Min. Harz.
7J'
Seperotion Of 24'
95'
4) 11I" And Larger Lines
45'
Require A Swing Joint Attached
9'
11'
To Corporation Stop
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* Service Saddle May Be Omitted For Services I" TOLC:
And Smaller And Direct Taps Mode To-Ductile CITY OF CARMEL WATER SERVICE
Iron Pipe, Class 52 Or Greater. STANDARD DETAILS DETAIL
- (Verify With Owner For Pressure Class DIP.)
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o Dole Januory 1995 Scale: Not To Scde Drown By Enpineere, In e. To w ing Nome: CW4
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Pa vem en t
Select Excavated Material Or Special
Back fill Hand Tamped In 6" Layers
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Note: Select Excavated Material Or Special Backrll
Shall Be Placed Under All Pavements And
WIthin The Limits Shown Above.
Special Backfill Shall Conform 76 INDOT 211.02b
Select Excavated Material Sholl Be Approved By Engineer.
Approved Excavated Material
Unless Otherwise Directed
. TITLE:
V =STANDARD CARMEL LIMITS OF
DETAILS SPECIAL BACKFILL
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C _ — Doti. January 1995 Scale: Not To Sods own By.
ion"
e: �o Drowkr9 Nome: CMl1
J' -0"
Mueller Centurion A -42J, Or Equal
Painted "Safety Yellow"
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6 "Valve Box
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Date:.lonuory 1996
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Drown By. Jones Ir Henry
Enpineere, Inc.
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Length Of Plpe To Be Restrained
In Each Directlon From t Of Bend
dosed On 150 PSI Test Pressure
O
Min.
Degree
Of Bend
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8"
10"
12" 14" 16" 18"
20"
24"
U�
90; Tees
& Plugs
27'
I
42'
u
58'
65'
7J'
80'
95'
115'
45'
7'
9'
11'
1J'
e
U
19'
21'
1
29'
22 -112'
3'
4'
5'
6'
7'
8'
9'.
10'
12'
14'
11 -1 U-
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4'
4'
S'
6'
7
6" Gote
1
Valve
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Water Moin
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Bedding Material Conforming To
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INDOT 903.02, Size No. 8
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One 8 "x8 x16" Solid
"Min.
Conc. Block Or 6
Tee — M. J.
Hydros t Asse
Restrained
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Class B" Concrete
Base On Undisturbed
Length n l mgs
Ground.
As Required
Notes:
1. At Hlgh Points Along Main Water Line Where
Indicated On Drawings, Anchoring Tee Shall
Be Set At 45' Angle Upwards And Connected
To 6" 45' Bend. Moin Water Une Shall Be
Lowered To Provide Sufrclent Cover As Specified.
2. All Joints Shall Be Restrained Except In Run
Of Tee.
J. Hydrants Shall Be Set At 500' Mox. Horizontal
CITY OF
CARMEL
nTt�.
FIRE HYDRANT
e,
Distance, 0- Less As Specified By Fire Department
STANDARD DETAILS
ASSEMBLY,
Dote: January 1965
Scale. Not To Scale
Drawn By. Engineers, Henry
DraW4 Nome: CtMe
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Existing Water Moln
Tapping Sleeve -,
,-
Varies
Bend --'
As Required
Varies
Note: All Joints Sholl Be
Restrained Except
In Run Of Tee.
PLAN
New Pipe Shol/ Be
installed Under Ahe
Existng alter Main
New Woter Mo/n
12' Min,
See Trench Dotal
For Boekfdl Requirements
�- Existing Water Moin
T
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--New Whter Main
Bed Plpe In Spec/tied Granular
Bedding Moterlal Hand romped In
6" Lo K" To floe Centedbo
Bedding Mo t eriol Shall Conform
To INOoT 903.02, Slze No. B
SECTION
6
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PRESSURE PIPE JOINT RESTRAINT TABLE
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Date:.lonuory 1996
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Drown By. Jones Ir Henry
Enpineere, Inc.
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Length Of Plpe To Be Restrained
In Each Directlon From t Of Bend
dosed On 150 PSI Test Pressure
O
Degree
Of Bend
6"
8"
10"
12" 14" 16" 18"
20"
24"
30"
90; Tees
& Plugs
27'
J5'
42'
50'
58'
65'
7J'
80'
95'
115'
45'
7'
9'
11'
1J'
15'
17'
19'
21'
24'
29'
22 -112'
3'
4'
5'
6'
7'
8'
9'.
10'
12'
14'
11 -1 U-
2'
2'
4'
4'
S'
6'
7
Existing Water Moln
Tapping Sleeve -,
,-
Varies
Bend --'
As Required
Varies
Note: All Joints Sholl Be
Restrained Except
In Run Of Tee.
PLAN
New Pipe Shol/ Be
installed Under Ahe
Existng alter Main
New Woter Mo/n
12' Min,
See Trench Dotal
For Boekfdl Requirements
�- Existing Water Moin
T
- J
--New Whter Main
Bed Plpe In Spec/tied Granular
Bedding Moterlal Hand romped In
6" Lo K" To floe Centedbo
Bedding Mo t eriol Shall Conform
To INOoT 903.02, Slze No. B
SECTION
6
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CITY OF CARMEL
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STANDARD DETAILS
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Date:.lonuory 1996
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Drown By. Jones Ir Henry
Enpineere, Inc.
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Restrained Joints Shall Be Mechanical Joint With Retainer Glands,
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US Pipe TR Flex Joint System, US Plpe Field LOK Casket System,
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Or Equal.
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CITY OF CARMEL
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STANDARD DETAILS
- 0
Date:.lonuory 1996
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Drown By. Jones Ir Henry
Enpineere, Inc.
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CL �
Restrained Joints Shall Be Mechanical Joint With Retainer Glands,
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US Pipe TR Flex Joint System, US Plpe Field LOK Casket System,
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Or Equal.
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NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS
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THE DE& Gt / ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED.
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DATE: MARCH 08, 2000
SCALE: N/A
PROJECT NO. 111 -1150
CITY OF CARMEL
nnE:
JOINT RESTR -AiNT
STANDARD DETAILS
TABLE
Date:.lonuory 1996
Scale: Not To Scale
Drown By. Jones Ir Henry
Enpineere, Inc.
growing Nome: CW10
;SHEET NO.
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C118
1150DET3.DGN