HomeMy WebLinkAbout060-00 C117 Construction Details1 -0" Minimum
Undisturbed Ground Match Existing Povwnent
siz£ "W U " ++ 'T" Material And Thickness
Existing Pavement, Saw
6' 2' -S" 2' -0" 4" Cut Straight Edge
8'
?' -6"
2' -I'
4"
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Approved Excavated Mot*,W In Unpaved
Areas Unless Otherwise DIrected
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10"
?`B0
2' -.�"
4"
Wood Stake
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Note: Under Exleting Sewers IWter Lkres,
Gas L4,7#4 Ti*hone Cam+ And
- '
15
J -0"
2 " -8'
5'
3' -0"
S"
Spoclal Backffl _Under
Pavement, DrlWz, Walks
Or shore Ordered romped
I
Electrical Conch /h% Soc*AW With
Granubr Aw"pg ,Wtr To The
CMtN10fI Of %l1I EX /It�'1g UtN/ty
Lines.
21'
3' -11"
J' -4"
6"
?4r
4, -3"
�� —er
6"
?7 "
3' -6"
J =11 r
6'
In 6 " L oyw s
Special BackAN Shall
A
2
/�
�/
For F1ex1We Pin Nfth So/Ad Or ProAlle Na/ /s,
5' -9"
4' -4"
6'
conform ro %moor 211.02b
/i
GronWor Mo&Wkrp Metro✓ ShaoV Be PMoced
_30'
/
• ° '
q e 44
, v °o a ° ° ° ° 44
�° ° ° a° °
And Hand ranged In Q' Layws ro A MMknum
Of 1 " -O" Alcove P�joe.
Bed Pipe M S ec/1�ed Granular
9*dAhg MotorAW Hand Tamped In
-
42'
B' -11 "
8'
4a"
7' -4'
9'
60 "-
�....__._.
•8' -6
__ . _
9
Undisturbed Ea -th
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6" Lq}we T, P4p� Centerlhe
Bea�M +p MatriW SY1d/ Co�lbrm
9'
"WI'' or U" At
rop Of Pipe
To #A90 r 00J 02, S /re No. 8
Iot•: "WWr is the Moxdmum Ilk'tA For R*d Pyee.
U' Is Are AMvknum WlAdth For floxw/e Plpos
10"
78"
10 -J"
`100
In Accordance With ASN D - 2J21.
•• Tobh Is For ASTM D -30J4, Wall Thickness
L7ose si7Mr 35 For 6'w-15' And AS Y
F -679 WaW Ih/ckness Class r -1 For
IB "- iQ For Other F1exble P00A
Mlh,inum Trench Width "U' Shall Most
Manufacturers Requirements.
M.H. Steps ® 16
A.S. T M. C478
Reinf. Concrete
Manhole Rises 4
Section
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Class 'A" Conc.
Munhole Base . -
Min. Rein forcing
12" Slab - JK5 * 12
E. W. Top Of Slab
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TRENCH DETAIL._
FOR SEA" AAV WAIrR MANS 'v /J'
4' -O"
Risers
A's Sch
Class "A'
Con c. Fill
Ti TLE.
CITY OF CARMEL TRENCH DETA;L &
STANDARD DETAILS TRENCH SCHEDULE
Jones t Hearer
Dots: Jan.,uy 19515 Scaler Not To Scale ro"n fy Engnesrt, Inc Wawry Nang Cwt
°
D
Encase Sewer Pipe In Class A
Concretc To The Nearest Joint
Each Way From Al H.
(Do Not Encase Pipe Joint)
IC
Fill Pipe Opening W/ Non -
Shrink Mortar Prior To
Placing Concrete
N
Drawing Nome: CM
Service Connection Notes
A. Crn tractor Shall Not 8ack611 Service
Connection Until The City Has Inspected
And Token Measurements, Elevations & Other
Information Required For Purpose Of Record.
B. All Tee And Wyss Branches In The Main Sewer
Line, Rotated More Thon, JO' From Horiz.
Shall Be Encased In 6" Min. Of Class 8 "
Concrete. -
C. Tee Branches May Be Used In Lieu Of Wye
Branches For Connections ro )Woin Sewers
18" And Larger.
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House Connectior h
" Tee Or Wye
s SpociSed
ain Sewer As
Shown On Plans
PLAN
Specified Bedding Material
Conforming To INDOT
90J 02, Size No. 8
To Be' Used Mere Main Sewer
Is Less Than 12' In Depth
MH Frame. And Cover
Neenah R -1642, Or Equal
For Watertight Installations
Neenah R- 1916 -F, Or Equal/
112' Cement Mortar
Manhole Steps • 16" %—
RUOber Gasket Joints
A.S. T.M. C44J
A.S. T.M. C478 Reinf.
Conc. Manhole Sections
Note: Lift Hclas Shall
Be Filled In With
Non - Shrink Mortar
For Precast Inverts Provide
I" Approx. Opening Between
Pipe And Channel Concrete
A t Penetration
v
Cround Line
Plug A t End Of Pipe
Slope 2X Min. (114 %Et.)
I
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Encase Sewer Pipe In Class A
Concretc To The Nearest Joint
Each Way From Al H.
(Do Not Encase Pipe Joint)
IC
Fill Pipe Opening W/ Non -
Shrink Mortar Prior To
Placing Concrete
N
Drawing Nome: CM
Service Connection Notes
A. Crn tractor Shall Not 8ack611 Service
Connection Until The City Has Inspected
And Token Measurements, Elevations & Other
Information Required For Purpose Of Record.
B. All Tee And Wyss Branches In The Main Sewer
Line, Rotated More Thon, JO' From Horiz.
Shall Be Encased In 6" Min. Of Class 8 "
Concrete. -
C. Tee Branches May Be Used In Lieu Of Wye
Branches For Connections ro )Woin Sewers
18" And Larger.
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House Connectior h
" Tee Or Wye
s SpociSed
ain Sewer As
Shown On Plans
PLAN
Specified Bedding Material
Conforming To INDOT
90J 02, Size No. 8
To Be' Used Mere Main Sewer
Is Less Than 12' In Depth
MH Frame. And Cover
Neenah R -1642, Or Equal
For Watertight Installations
Neenah R- 1916 -F, Or Equal/
112' Cement Mortar
Manhole Steps • 16" %—
RUOber Gasket Joints
A.S. T.M. C44J
A.S. T.M. C478 Reinf.
Conc. Manhole Sections
Note: Lift Hclas Shall
Be Filled In With
Non - Shrink Mortar
For Precast Inverts Provide
I" Approx. Opening Between
Pipe And Channel Concrete
A t Penetration
v
Cround Line
Plug A t End Of Pipe
Slope 2X Min. (114 %Et.)
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Wood Stake
5' Minimum
Contractor May Uso ,i0'
Short Radius Bend To Ad*st
For Grade If Required
SECTION
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CITY OF CARMEL HOUSE CONNECTION
STANDARD DETAILS TYPE I
Dots January 19S fades Not To faro "M fit Jawaa i Ma�rr Drawing Name: C11f
0
Type I-
4'-0' Dio. For
° Sewers 18"
_ -- & Smo✓1er
Bed Base Section In 44 °
4" (Min.) Class 9" Conc.
Or Compacted Granular
Bedding Material, Conforming
INDO r 90,7 02, Size No. 8
Not*: Preformed Bitumen Seals, Kent
`\ Sea / Or Equal, May Be Used Between
g
Ad
iisting Rings In Lieu Of Mortar.
Type
5' 0 " Did, For
Sewer 21 "
& JO"
C
Class ' 4
Conc. Fill
a
a
a
114" Min. Finished
Pa vem en t
J
04""4 A_ 44
Cement Mortar
Adbsting Rings
8" Min. 12' Max.
_ `—Reinf Concrete
Eccentric Cone
Top A.S. TM. C478
Note.- 5' -0" D/a. M.H. 's
Require Trons/tion
Sections.
Precast Base - Section
A. S T.M. 0478
Watertight Flexible, Joints
Shall Be Res -Seal (Price
Bros.), Lock Joint (Interpace
Co.), Kor -N -Seal (U, S.
Conc. Pipe), Or Equal.
not
CITY OF CARMEL TYPE I & II
STANDARD DETAILS MANHOLES
Date: Jonwry 1 /ef Sash. Not To Soole own f,. s eorR Y Dreg Noma C17
i
i
SECTION
I"
%o
kcaw
A. Contractor Shall Not Backfll/ Service
Connection Until The City Has Inspected
And Token Measurements, Elevations & Other
Information Required For Purpose Of Record.
B. All Tee And Wyv Branches In The Main Sewer
Line, Rotated More Ihon, 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.
6" House Connection
45' Bend
° ``T
6' roe Or Wyt.
As Spocified
Main Sewer As
Shown On Plans
urc vac
L,/vs o t.u✓rc. (V min.
CITY OF CARMEL
STANDARD DETAILS
To Be Used 0h ere Main Sewer
Is More Than 12" In Depth Dotf: January 1995 scale: Not To scale
PLAN
TI TLE:
HOUSE CONNECTION
TYPE 2
9y Jones k Henry IDrawing Nome: Me
Engineers, Inc.
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DATE: MARCH 08, 2000
SCALE: N/A
PROJECT N0. 111 -1150
SHEET N0.
C117
1150DET2.DGN