HomeMy WebLinkAbout45&46-99 Z 338-99 Providence at Old Meridian - Construction Details - C118PRESSURE PIPE JOINT RESTRAINT TABLE
Length Of Pipe To Be Restrained
In Each Direction From f Of Bend
Bused On 150 PS/ 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'
L. 11-1/4'
2'
2'
3
4'
4
5
6'
7'
.CITY OF CARMEL
STANDARD DETAIL'S
lni.E:
JOINT RESTRAINT
TABLE
Dote:.Januory 19913
Stole: Not To Scale
Drown B Jon y
Y En as neers, is Her
Drawing
g Nome: CWIO
0
Watertight F/exib /e
Joint
Top Of Concrete
Class "B" Concrete
Or Precast Drop
J J_
6" Min.
Drop Size
As Scheduled
Note: Preformed Butyl Rubber
Sealant Between MH Adjusting
Rings May Be Used In Lieu Of
Cement Mortar
CITY OF CARMEL.
,STANDARD DETAILS
Dote: January 1995
1111E:
MANHOLE
WITH DROP
Jones Henry
Drawn By. E
Drawing Name: CS4
Scale: Not To Scale
Masonry Dam
CITY OF CARMEL
STANDARD DETAILS
Date: January 1995
MH Frame Cover
Neenah R -1642 Or Equal
For Watertight lnjta/lations
Neenah R -1 g16 -F, Or Equal
i;r Min. Finished
Pavement
"O Threaded Rod (4 Req'd)
I Scale: Not To Scale
2-%"x1 Preformed Butyl
Rubber Sealant Strips, Concrete.
Sealant Inc. Type CS -202 Or
Equal In Each Joint.
T1T4E:
BUTYL RUBBER
SEALANT DETAIL
Drawn By: Jana Henry lDrawIflg Nome: CS2
y Engieers, Inc.
L
U 0
Pavement
Curb Box With Cover
Corporation Stop
Mueller H- 15008, Or Equal
Water Main
Double Strop
Service Sadd /e
Length Varies
$t
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.)
2107 l//.
Select Excavated Material Or Special
Backfill Hand Tamped In 6" Layers
Note: Select Excavated Material Or Special Bockfill
Shall Be P /aced Under All Pavements And
Within The Limits Shown Above.
Special Backfill Shall Conform To INDOT 211.02b
Select Excavated Material Shall Be Approved By Engineer.
Copper Service Line
a)
dote: Jonuory 1995
5 -p
Concrete Block
1'
(Verify)
CITY OF CARMEL
STANDARD DETAILS
Date: Junua y 1995
Scale: Not To Scale
v i
i NOT E.•
a 1) 1 Or Smaller .Service Line
et Shall Be Direct Top Unless
Approved By Carmel Utilities.
2) Corporation Stop Shall Be
Brand And Model Approved By
Carmel ,Utilities.
3) Service Line Tap Shall Be
Installed With A Min. Horz.
Seperation Of 241
4) Or And Larger Lines
Require A Swing Joint Attached
To Corporation Stop
CITY OF CARMEL
STANDARp DETAILS
Scale: Not To Scale
TITLE:'
Drown B Jones k Henry
Y Engineers, Int.
Approved Excavated Material
Unless Otherwise Directed
TITLE:
WATER SERVICE
DETAIL
Drawing Nome: CW4
LIMITS OF
SPECIAL BACKFILL
Drown By f e y 'Drawing Name: CW1
t.
Hydrant Assem)
Restrained 1
Length And Fittings `'i
As Required
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 Stroll Be
Lowered To Provide Sufficient Cover As Specified.
2. All Joints Shall Be Restrained Except In Run
Of Tee.
3. Hydronts Shall Be Set At 500' Max. Horizontal
Distance, Or Less As Specified By Fire Deportment
Date: January 1995
Mue /ler Centurion A -423, Or Equal
Painted "Safety Yellow"
CITY OF CARMEL
STANDARD DETAILS
1 Scale: Not To Scale
1' -0" Min.
Bedding Material Conforming To
INDOT 903.02, Size No.
One 8 "x8 X16" Solid
Conc. .8 /ock Or 6 "Min.
C /ass "B" Concrete
Base On Undisturbed
Ground.
nnE:
FIRE HYDRANT
ASSEMBLY.
Drawn By. E n ei m !Drawing Nam.: Me
Existing Water Main
Topping Sleeve
Varies
Bend
As Required
Valve
Varies
Note: All Joints Shall Be
Restrained Except
In Run Of Tee.
PLAN
New PO Shall Be
Installed Under The
Existhg Water Mah
9
New Water Main
Tee
12" Ath.
CITY OF CARMEL
STANDARD DETAILS
Wu: January 1995 Scale: Not To Scale
See Trench Dotal
for BacklW Requirements
dre r
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SECTION
TITLE:
Existhg Water Mah
New Water Main
Bed Pipe in Specified Granular
Bedding Material Hand Tamped In
6" Low To P4'. Center/he
Bedding Material Shall Conform
To INDOT 90402, Size No. 8
WATER MAIN
CONNECTION DETAIL
Drawn By Engineers. Henry !Drawing Name: CW5
Enghe.n. inc.
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 JO /NT LENGTHS ARE MINIMUM LENGTHS
THE D.ESIGM EN.G/NEER SHALL DETERMINE IF LONGER LENGTHS ARE REQU /RED.
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DATE: MARCH 08, 2000
SCALE: N/A
PROJECT NO. 111 -1150
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SHEET NO.
C118
1150DET3.DGN