HomeMy WebLinkAbout07030005.9Fla t Slab Tt
M/-1 Riser
ASTM C4
Wa ter L
Wa ter t
Flexible
Join is
AN
an
3 N
U O
a-
See No
G
MH Frame And Cover
Neenah R -1642 Or Equal
For Wa ter tigh t Installations
Neenah R- 1916 -F Or Equal
'WATER' Cast In Cover
7 __ — __
Adjusting Rings
8' Min. 12' Max.
112' Cement Plaster
a
0
h
Ga to Va l ve
Concrete Blocking As Required
#4 @12 EW- 1' -0' Min, Cast -In
I[ Valve) Place Concrete Base
X Manhole Diameter Shall Be A Minimum Of 4' -0p
The Designer Shall Specify An Adequate Diameter
To Accomoda to The Valve And Water Main Size,
N
0
m
� N
U O
6'Volve Box
L
C) Posi Cap
cr
6' Ga to
Valve
3'_0,
Min,
Qv Q
4
n ri
Tee - M,J, J Hydrant Assel4b ry
Restrained
-Length And Fittings
As Required
No tesr
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 Pro vide Sufficient Cover As Specified,
2, All Joints Shall Be Restralned Except In Run
Of Tee,
3, Hydrants Shall Be Set At 500' Max, Horizontal
Distance, Or Less As Specified By Fire Department
Mueller Centurion A -423, Or Equal
Painted 'Safety Yellow'
a
L
44 1' -0' Min,
44
Q
Q Bedding Material Conforming To
4 4 4 INDOT 903,02, Size No. 8
One 8'x8'x16' Solid
\� Conc, Block Or 6'Min,
C/ass'B' Concrete
Base On Undisturbed
Ground.
Drawn By
Checked By
e
KRS
RRO
e
New Pipe Shall Be
a
4
4
u
a
a
a
Tapp /ng Sleev
Existing Voter Maln
a
Adjusting Rings
8' Min. 12' Max.
112' Cement Plaster
a
0
h
Ga to Va l ve
Concrete Blocking As Required
#4 @12 EW- 1' -0' Min, Cast -In
I[ Valve) Place Concrete Base
X Manhole Diameter Shall Be A Minimum Of 4' -0p
The Designer Shall Specify An Adequate Diameter
To Accomoda to The Valve And Water Main Size,
N
0
m
� N
U O
6'Volve Box
L
C) Posi Cap
cr
6' Ga to
Valve
3'_0,
Min,
Qv Q
4
n ri
Tee - M,J, J Hydrant Assel4b ry
Restrained
-Length And Fittings
As Required
No tesr
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 Pro vide Sufficient Cover As Specified,
2, All Joints Shall Be Restralned Except In Run
Of Tee,
3, Hydrants Shall Be Set At 500' Max, Horizontal
Distance, Or Less As Specified By Fire Department
Mueller Centurion A -423, Or Equal
Painted 'Safety Yellow'
a
L
44 1' -0' Min,
44
Q
Q Bedding Material Conforming To
4 4 4 INDOT 903,02, Size No. 8
One 8'x8'x16' Solid
\� Conc, Block Or 6'Min,
C/ass'B' Concrete
Base On Undisturbed
Ground.
Restrained Joints Shall Be Mechanical Joint With Retainer Glands,
US Pipe TR Flex Joint System, US Pipe Field L OK Gasket Sys tem,
Or Equa 1,
NOTE. THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS
THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED,
N
Tj
m
Lin
m
an
O N
3�
U O
N
an
(3)
O
r
O
�i N
UO
Notes All Jo/nts Shall Be
Restralned Except
In Run Of Tee,
PLAN
A THICKNESS CLASS OF 53.
4> FITTINGS FOR 4 -INCH TO 12 -INCH MAY CONFORM TO ANSI A-213
Bed Pipe In Spec /fled Granular
Bedd/ng Material Hand Tamped In
6' Layers To P/pe Centerline
Bedd/ng Mater/al Shall Conform
To INBOT 903.02, Slze No, 8
SECTION
OR A W WA C -153,
SJ POSI CAPS OR THE EQUIVALENT ARE REQUIRED ON ALL WA TER VAL VE INSTALLATIONS
HOLEY MOLEY SAYS,
"DON'T
DIG
BLIND"
e
1 -800- 382 -5544
CALL TOLL FREE
1- 800 - 428 -5200
FOR CALLS OUTSIDE
OF WDIANA
CSO SCHENKEL SHULTZ
280 East 96th Street, Suite 200, Indianapolis, IN 46240
T 317.848.7800 F 317.574.0957 www.csoinc.net
Project:
CARMEL
PARCEL 7C
ENERGY
CENTER
3RD AVENUE
SOUTHWEST &
CITY CENTER DRIVE
CARMEL, INDIANA
46032
Scope Drawings:
These drowmgs 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 Jescnbe all
work required for full performance and completion of the
requirements of the Contract
On the basis of the general scope indicated ..r described,'.
the trade contractors shall furnish all items req—,d for the
proper execution and completion of the work
Drawing Title:
SITE
DETAILS
WATER
Revisions:
Issue Date
Drawn By
Checked By
01/31/07
KRS
RRO
New Pipe Shall Be
Ex/st/ng Water M
Installed Under The
Tapp /ng Sleev
Existing Voter Maln
SURE PIPE JOINT
RESTRAINT TABLE
See Trench Oetall
For Backflll Requ/reMents
L eng th Of Pipe To Be Restrained
In Each Direction
From ? Of Bend
Based On 150 PSI
Test Pressure
i
Degree
Of Bend
6'
8'
10' 12' 14'
16' 18'
20'
24'
30'
® Valve
Existing Water Main
Var/es
New Voter Main
90 ;Tees
�
& Plugs
271
35'
42'
50'
58'
65'
73'
80'
95'
115'
vvov° o° ovvv
Tee
12 M 7n. i vvvv°°°°°°°
vvvv°ovvvvvi
\ vvoovvvvvvv
° ° ° ° New Voter Ma /n
\ V VV vvv
45
7
9
Il
13
IS
17
19
21
24
29
22 -1/2°
3'
4'
5'
6'
7'
8'
9'
10'
12
14'
Bend
As Requ/red Var /es
V
°°° °°°
vov vvvv
VV ° c v v v v v
11 -1/4 °
2'
2'
3'
3'
4'
4'
4'
Restrained Joints Shall Be Mechanical Joint With Retainer Glands,
US Pipe TR Flex Joint System, US Pipe Field L OK Gasket Sys tem,
Or Equa 1,
NOTE. THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS
THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED,
N
Tj
m
Lin
m
an
O N
3�
U O
N
an
(3)
O
r
O
�i N
UO
Notes All Jo/nts Shall Be
Restralned Except
In Run Of Tee,
PLAN
A THICKNESS CLASS OF 53.
4> FITTINGS FOR 4 -INCH TO 12 -INCH MAY CONFORM TO ANSI A-213
Bed Pipe In Spec /fled Granular
Bedd/ng Material Hand Tamped In
6' Layers To P/pe Centerline
Bedd/ng Mater/al Shall Conform
To INBOT 903.02, Slze No, 8
SECTION
OR A W WA C -153,
SJ POSI CAPS OR THE EQUIVALENT ARE REQUIRED ON ALL WA TER VAL VE INSTALLATIONS
HOLEY MOLEY SAYS,
"DON'T
DIG
BLIND"
e
1 -800- 382 -5544
CALL TOLL FREE
1- 800 - 428 -5200
FOR CALLS OUTSIDE
OF WDIANA
CSO SCHENKEL SHULTZ
280 East 96th Street, Suite 200, Indianapolis, IN 46240
T 317.848.7800 F 317.574.0957 www.csoinc.net
Project:
CARMEL
PARCEL 7C
ENERGY
CENTER
3RD AVENUE
SOUTHWEST &
CITY CENTER DRIVE
CARMEL, INDIANA
46032
Scope Drawings:
These drowmgs 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 Jescnbe all
work required for full performance and completion of the
requirements of the Contract
On the basis of the general scope indicated ..r described,'.
the trade contractors shall furnish all items req—,d for the
proper execution and completion of the work
Drawing Title:
SITE
DETAILS
WATER
Revisions:
Issue Date
Drawn By
Checked By
01/31/07
KRS
RRO
Certified By:
WATER MAIN NOTES
1.) ALL WA TER 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 W WA C -110 AND SHALL HAVE
3J
Drawing Number:
C601
Project Number:
26239