HomeMy WebLinkAbout07050002.13 C702 Site DetailsFla t Slab T
MH Riser
ASTM C4
Wa ter Lk
Wa ter t
Flexible
Join is
0)
0)
U O
SIZE
'W'
'U' *.*
'T'
6'
2' -6'
2' -0'
4'
2' -1'
4'
10'
2' -6'
2' -3'
4'
12'
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'
30'
5' -9'
4' -4'
6'
36'
6' - -3'
5' -2'
6'
42'
6' -11'
8'
48'
7' -4'
Granular Bedding Material Shall Be Placed
9'
54'
8'-0'
& Plugs
9'
60'
8' -6'
50'
9'
66'
9'-1'
73'
9'
72'
9' -8'
n q
10'
9'
' —Bed Pipe In Spec/fied Granular
13'
10'
MH Frame And Cover
Neenah R -1642 Or Equal
For Wa ter tigh t Ins to ll a tions
Neenah R- 1916 -F Or Equal
-WATER' Cast In Cover
8080 000
o�bo
0080
Adjusting ting Rings
8' Min, 12' Max.
- 112' Cement Plaster
See Not o
Ga to Va 1 ve
Concrete Blocking As Required
a
#4 @12 EW-I jl �- 1' -0' Min, Cast -In
I[ Va 1 v Place Concrete Base
X Manhole Blo me ter Shall Be A Minimum OF 4' -0',
The Designer Shall Specify An Adequate Diameter
To Acconoda to The Valve And Voter Main Slze,
1' -0' Minimum
Undisturbed
Existing Pavement,
Cut Straight Edge
Spec /al Backflll Under
Pa vement, Drives, Walks
Or Where Ordered Tamped
In 6' Layers
Special Backflll Shall
Conform To INDOT 211.02b
Undisturbed E
TRENCH SCHEDULE
,wx Table Is For ASTM D -3034, Wall Thickness
Class SDR 35 For 6' -15' And ASTM
F -679 Wall Thickness Class T -1 For
18' -36, For Other Flexible Pipes,
MInInam Trench Width 'U' Shall Meet
Manufacturer's Requirements
Match Existing Pavement
Material And Thickness
/
Drawn By
Approved Exca va ted Material In Unpaved
1
Q)
GS
Areas Unless Otherw/se Directed
L eng th Of Pipe To Be Restrained
�S Posi cap
L
n,
p
NOTE•
U 1 ` Or Smaller Service Line
No ten Under Existing Sewers, Water Llnes,
In Each Direction
From ? Of Bend
a
Gas Lines, Telephone Cable And
✓\\�
Shall Be Direct Tap Unless
��%
Electrical Condults, Backflll With
Approved By Carmel Utilities
Granular Bedd/ng Material To The
2) Corporation Stop Shall Bt
Curb Stop-1
— Concrete
Centerline Of The Existing Utility
Brand And Model Approved .1
Of Bend
Lines
8'
10' 12' 14'
16' 18'
20'
24'
30'
900 Tees
For Flexible Plpe With Solid Or Profile Wafts,
Granular Bedding Material Shall Be Placed
& Plugs
And Hand Tamped In 6' Layers To A Minim
35
42'
50'
58'
Of 1' -0' Above Pipe,
65'
73'
8L?'
95'
115'
n q
7'
9'
' —Bed Pipe In Spec/fied Granular
13'
15'
Bedding Ma terial Hand Tamped In
19'
21'
24'
6' Layers To Pipe Centerline
22 -1/2°
3'
4'
5'
Bedding Material Shall Conform
7'
'W' or 'U' At
_
8'
9'
To INDOT 903.02, Size No. 8
12'
Top Of Plpe
11-1140
2'
2'
3'
3'
4'
A, Note, 'W' Is The Maximum Width For Rigid Pipes
4'
5'
6'
7'
'U' 1s The Minimum Width For Flexible Plp
In Accordance With ASTM D -2321,
TRENCH DETAIL
FOR SEWER AND WA TER MAINS NTS
1' -0'
Saw Cut Hole In Existing Sewer;
Install New Pipe Not Protruding
Into Existing Se wery Encase Connection
In Concrete Collar As Shown;
Backflll Carefully,
e Bedding Conformin,gg To
)OT 903,02, Size No, 8
t,cuS� n c,vr /L. r r- cc- COl/ar
m
U O
N
O N
3�
U O
L Curb Box With Cove
Drawn By
o,
RESTRAINT TABLE
Q)
GS
.12
J
L eng th Of Pipe To Be Restrained
�S Posi cap
L
n,
p
NOTE•
U 1 ` Or Smaller Service Line
In Each Direction
From ? Of Bend
a
o�
Shall Be Direct Tap Unless
Based On 150 PSI
Test Pressure
Approved By Carmel Utilities
Degree
2) Corporation Stop Shall Bt
Curb Stop-1
— Concrete
Block
Brand And Model Approved .1
ICorpora tion Stop
Mueller H- 15008, Or Equal
Wa ter Ma In
Double Strap
Ser vice Sa ddlek
L eng th - Varles 1' ±
`i
opper Service Line
* Ser ✓ice Saddle May Be Omitted For Ser vices> I'
And Smaller And Direct Taps Made To Ductile
Iron Pipe, Class 52 Or .rhea ter,
CVe, -I y With Owner For Pressure Class PIP-)
(Verify.)
CITY OF CARMEL
STANDARD DETAILS
Date: January 1995 1 Scale: Not To Scale
Carmel Utilities,
3) Service Line Tap Shall Be
Installed With A ,Min, Horz,
Sepera tlon Of 24',
4) 1 ?' And Larger Lines
Require A Swing Joint A t to d
To Corporation Stop
TITLE:
WATER SERVICE
DETAIL
)rawn By. Jones & Henry Engineers, Inc. I Drawing Name: CW4
Restrained Joints Shall Be Mechanical Joint With Retainer Glands,
US Pipe TR Flex Joint System, US Pipe Field LEK Gasket System,
Or Equa 1,
NOTE THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS
THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED.
TITLE:
CITY OF CARMEL JOINT RESTRAINT
STANDARD DETAILS TABLE
Date: January 1995 Scale: Not To Scale Drawn By: Jones & Henry Drawing Name: CW10
Engineers, Inc.
N
O
n
0
Ti N
U O
N
61
0
3N
U O
3' -0'
6'Valve BOX
Min.
0
Q Fos/ cap
E3'Gate
Valve 4 4
1 nn nn n �4
Water Ma In 44 J4�� 4 ►�S�� 4U4aLr
M.J. Hydrant Asser
Tee - � \=
Restrained
eng th And Fittings
As Required
No test
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 Specifled.
2. All Joints Shall Be Restrained Except In Run
Of Tee,
3. Hydrants Shall Be Set At 500' Max. Horizontal
Distance, Or Less As Specifled By Fire Department
QJ
O
Pa vemen
Mueller Centurion A-423, Ur Equal
Painted 'Safety Yellow'
a,
Min.
44 4
4 Bedding Material Conforming To
4 4 4 INDOT 903.02, Size No, 8
One 8'x8'x16' Solid
Conc, Block Or 6'Min.
Closs'B' Concrete
Base On Undisturbed
Ground,
5' -0'
Approved Exca va ted Ma tei
Unless Otherwise Directed
No te, Selec t Exca va ted Mn teria l Or Specia l Ba ckfill
Shall Be Placed bnder All Pa vemen is And
W/, hin The Limits Shown Above,
Special Backflll Shall ConForn To INDOT 211,02,b
Select Exca va ted Material Shall Be Approved By Engineer,
I•
r�
+ � 1
Developer:
Carmel
Redevelopment Commission
111 West Main Street
Carmel, Indiana 46032
317.571 -2787 (ARTS)
Engineers:
CSO SCHENKEL SHULTZ
280 Part 96th Steel. Soir4 200.10dIvuWli , IN 46240
T 317.848.7800 P 317.374.0957 ww... 60iocaet
RoJeeh
PARCEL 67
STREETSCAPE
/STREET
INDIANA DESIGN
CENTER - P12
i
200 SOUTH I,
RANGE LINE ROAD
CARMEL, IN. 46032'
Scope Drawings:
These drawings indicate the general scope of the project
in terms of architectural design concept, the d,mens,ons of
the building, the major architectural elements cnd the type
of structural, mechanical and electrical systems
The drawings do not necessarily indicate or describe oh
work required for full performance and completion of the
requirements of the Contract.
On the basis of the general scope indicoteo of described,
the trade contractors shall furnish all items rea ed for the
proper execution and completion of the work.
(( Drawing Title: � I
SITE
DETAILS
Revisions:
Issue Date
Drawn By
PRESSURE PIPE JOINT
RESTRAINT TABLE
KM
GS
L eng th 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'
900 Tees
& Plugs
27,
35
42'
50'
58'
65'
73'
8L?'
95'
115'
450
7'
9'
11'
13'
15'
17'
19'
21'
24'
29'
22 -1/2°
3'
4'
5'
6'
7'
_
8'
9'
1611'
12'
14'
11-1140
2'
2'
3'
3'
4'
4'
4'
5'
6'
7'
Restrained Joints Shall Be Mechanical Joint With Retainer Glands,
US Pipe TR Flex Joint System, US Pipe Field LEK Gasket System,
Or Equa 1,
NOTE THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS
THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED.
TITLE:
CITY OF CARMEL JOINT RESTRAINT
STANDARD DETAILS TABLE
Date: January 1995 Scale: Not To Scale Drawn By: Jones & Henry Drawing Name: CW10
Engineers, Inc.
N
O
n
0
Ti N
U O
N
61
0
3N
U O
3' -0'
6'Valve BOX
Min.
0
Q Fos/ cap
E3'Gate
Valve 4 4
1 nn nn n �4
Water Ma In 44 J4�� 4 ►�S�� 4U4aLr
M.J. Hydrant Asser
Tee - � \=
Restrained
eng th And Fittings
As Required
No test
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 Specifled.
2. All Joints Shall Be Restrained Except In Run
Of Tee,
3. Hydrants Shall Be Set At 500' Max. Horizontal
Distance, Or Less As Specifled By Fire Department
QJ
O
Pa vemen
Mueller Centurion A-423, Ur Equal
Painted 'Safety Yellow'
a,
Min.
44 4
4 Bedding Material Conforming To
4 4 4 INDOT 903.02, Size No, 8
One 8'x8'x16' Solid
Conc, Block Or 6'Min.
Closs'B' Concrete
Base On Undisturbed
Ground,
5' -0'
Approved Exca va ted Ma tei
Unless Otherwise Directed
No te, Selec t Exca va ted Mn teria l Or Specia l Ba ckfill
Shall Be Placed bnder All Pa vemen is And
W/, hin The Limits Shown Above,
Special Backflll Shall ConForn To INDOT 211,02,b
Select Exca va ted Material Shall Be Approved By Engineer,
I•
r�
+ � 1
Developer:
Carmel
Redevelopment Commission
111 West Main Street
Carmel, Indiana 46032
317.571 -2787 (ARTS)
Engineers:
CSO SCHENKEL SHULTZ
280 Part 96th Steel. Soir4 200.10dIvuWli , IN 46240
T 317.848.7800 P 317.374.0957 ww... 60iocaet
RoJeeh
PARCEL 67
STREETSCAPE
/STREET
INDIANA DESIGN
CENTER - P12
i
200 SOUTH I,
RANGE LINE ROAD
CARMEL, IN. 46032'
Scope Drawings:
These drawings indicate the general scope of the project
in terms of architectural design concept, the d,mens,ons of
the building, the major architectural elements cnd the type
of structural, mechanical and electrical systems
The drawings do not necessarily indicate or describe oh
work required for full performance and completion of the
requirements of the Contract.
On the basis of the general scope indicoteo of described,
the trade contractors shall furnish all items rea ed for the
proper execution and completion of the work.
(( Drawing Title: � I
SITE
DETAILS
Revisions:
Issue Date
Drawn By
Checked By
3/5/07
KM
GS
Certified By:
Drawing Number:
0702
Project Number:
26236