HomeMy WebLinkAbout45&46-99 Z 338-99 Providence at Old Meridian - Construction Details - C117J: I sei I i_
SIZE I "W"
6
8"
10"
12"
15"
18"
21"
24"
27"
30
36"
42"
48
54"
60"
72"
78
2--6" 2 -0"
2=6" 2=1
2'-6" 2=3"
2•-9
3-0"
3-6"
3 -11"
4=3
5=6"
5 =9"
6'-3"
6 -11"
7'-4
66" 9 -1"
9=8"
1 .M
8-0"
8=-6"
10'
2-5"
2-8"
3=0"
3=4"
3=11
4'-4"
5--2"
4
r
5"
6"
6
6
r
1
9
9"
9
10"
-10"
TRENCH SCHEDULE
Table Is For ASTM D -3034, Wall Thickness
Glows SOR 35 For 6 -15" And ASTM
675 Wblll Thlc_knessj Class T-1 For
18 For Other Flexible Pipes,
Minimum Trench Width "U" Shall Meet
Manufacturer's Requirements.
A.S. T.M. C478
Rein/ Concrete
Manhole Risers
Section
..�r..., ..,.�a v :LLJII[AJ G9 CiG.t,
Undisturbed Ground
Existing Pavement, Saw
Cut Straight Edge
Special Backflll Under
Pavement, Drives, Walks
Or Where Ordered Tamped
In 6" Layers
Special Backfill Shall
Conform To AIDOT 211.02b
M.H. Steps 16
1'-.0" Minimum
Undisturbed Earth
4.
•■v
y
TRENCH DETAIL
FOR SEWER AND WA TER MA /NS V/'
4' O"
Risers
Dia. As Scheduled
Class "A"
Conc. Fill
Match Existing Pavement
Material And Thickness
"*W" or "U" At
Top Of Pipe
1 TITLE:
CITY OF CARMEL TRENCH DETA :L
STANDARD DETAILS TRENCH SCHEDULE
Date: Jan,,.0 y 1995
1
Approved Excavated Material In Unpaved
Areas Unless Otherwise Directed
Note Under Existing Sewers, Water Lines,
Gas Lines, Telephone Coble And
Electrical Conduits, Bockflll W1th
Granular Bedding Material To The
Centerline Of The Existing Utility
Lines.
vote:
Scale: Not To Scale
Fi /l Pipe Opening W/ Non
Shrink Mortar Prior To
Placing Concrete
Bed Pipe In Specified Granular
Bedding Material Hand Tamped In
6" Layers To Pipe Centerline
Bedding Material Sho Conform
To /HOOT 903.02, Size No. 8
Jones Henry
Drawn 8y. Engineers. Inc.
C /ass "A" Conc. 1
Manhole Base
Min. Reinforcing
12" Slab 15 12
E. W Top Of Slab
Encase Sewer Pipe In Class "A"
Concrete To The Nearest Joint
Each Way From M.H.
(Do Not Encase Pipe Joint)
CITY OF CARMEL
STANDARD DETAILS
Date: January 1995
For Flexible Pipe With So /Id Or Profile Walls,
Granular Bedding Material Shall Be Placed
And Hand Tamped In 6" Loyurs To A Minimum
Of 1"--0" Above Pipe.
"W" is The Maximum Width For Rigid Pipes.
"U" is The Minimum Width For flexible Pipes
In Accordance With ASPI 0- 2321.
N
TITLE:
DI awing Nome: CW3
TYPE III MANHOLE
Scala B D
l
No To Scale Drawn Jones Henry Y Ei Name: CS5
cst
ai
Service Connection Notes
A. Contractor Shall Not Bockfill 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 C /ass "8"
Concrete.
C. Tee Branches May Be Used /n Lieu Of Wye
Branches For Connections To Main Sewers
18" And Larger.
6" House Connection
PLAN
6" Tee Or Wye
As Specified
Main Sewer As
Shown On Plans
MH Frame And Cover
Neenah R -1642, Or Equal
For Watertight Installations
Neenah R-1916-F, Or Equal
1/2" Cement 41ortor
Manhole Steps 0 16
Ruob er Gasket Join is
A.S. T.M. C443
A.S. T.M. C478 Reinf.
Conc. Manhole Sections
Note: Lift Holes Shall
Be Filled In With
Non- Shrink Mortar
For Precast inverts Provide
1" Approx. Opening Between
Pipe And Channel Concrete
At Penetration
Specified Bedding Material
Conforming To INDOT
903. Size No. 8
To Be' Used Where Main Sewer
Is Less Than 12' In Depth
Bed Base Section In
4" (Min.) Class "B" Conc.
Or Compacted Granular
Bedding Material, Conforming
INDO T 903.02, Size No. 8
Note: Preformed Bitumen Sea /s, Kent
Seal Or Equal, May Be Used Between
Adjusting Rings In Lieu Of Mortar
Ground Line
P l u g A t End Of Pipe
Slope 2X Min. (1/4 /Ft.)
SECTION
Contractor
ECTION
Con tractor May Use 30'
Short Radius Bend To Adjust
For Grade if Required
Finished
Pavement
Cement Mortar
Adjusting Rings
8" Min. 12" Max.
Rein f. Concrete
Eccentric Cone
Top A. S. T. M. C478
Wood Stake
5' Minimum
o 4
cS
0 0
01 Lb 1 :1
O O Q
4o in O a
Note: 5'-0" Dia. M.H. 's
Require Transition
Sections
Precast Base Section
A. S. T. M. C478
Watertight Flexible Joints
Shall Be Res -Seal (Price
Bros.), Lock Joint (/nterpace
Co.), Kor -N -Sea/ (U.S.
Conc. Pipe), Or Equal.
CITY OF CARMEL
STANDARD DETAILS
Date: January 1995
Scale: Not To Scale
TInE:
HOUSE CONNECTION
TYPE 1
Drawn EIS Engineers, k Henry
Engineers, Inc.
Drawing Nome: CSIS
Type I-
4=0" Dia. For
Sewers 18"
Smaller
Type II-
5=-0" Dia. For
Sewer 21"
30
Date: January 1995
CITY OF CARMEL
STANDARD DETAILS
Scale: Not To Scale
TYP E I I I
MANHOLES
Drawing Name: CS7
0)
o r
0
I
f-- Ground Line
SECTION
/V
45' Max.
4.5' Min
Slope 2% Min. (1/4" /Ft.)
s
To Be Used Where Main Sewer
Is More Than 12' In Depth
6" House Connection
ndisturbed Ground
Specified Bedding Material
Conforming To INDOT
903.02, Size No. 8
Encase In C /ass "B" Conc. (6" Min.)
Datt: January 1995
Service Connection Noteg
A. Contractor Shall Not Backfll Service
Connection Until The City Hos inspected
And Token Measurements, Elevations Other
Information Required For Purpose Of Record.
B. All Tee And Wye Bronches 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.
CITY OF CARMEL
STANDARD DETAILS
I Scale: Not To Scale
6" House Connection
45' Bend
TITLE:
PLAN
6" Tee Or Wye
As Specified
Main Sewer As
Shown On Plans
HOUSE CONNECTION
TYPE 2
Drown B y. Jones k Henry 'Drawing Name: CS16
Engineers. Inc.
Orient M.H. Sections
To P /ace Steps Above
Channel Shelf Unless
Otherwise Directed
Date: January 1995
Note:
Streamline All Channels
Using Class "A Conc.
CITY OF CARMEL
STANDARD DETAILS
Scale: Not To Scale
i
11 TL.lr
TYPICAL MANHOLE
SECTIONAL PLAN
Drown =•B JOAes k Henry
Y km Drawing Name: CS8
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SCALE: N/A
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DATE: MARCH 08 2000
PROJECT NO. 111 -1150
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SHEET NO.
C117