HomeMy WebLinkAboutC601 DetailsPRESSURE PIPE JOINT RESTRAINT TABLE
Length Of Pipe To Be Restrained
In Each Direction From 1/4 Of Bend
Based On 150 PSI Test Pressure
Degree
Of Bend
6" 8" 10" 12" 14" 16" 18" 20" 24" 30"
90; Tees
alt Plugs
27'
35'
42'
50'
58'
65'
if
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'
11 -1/4'
2'
2'
3'
3'
4'
4'
4'
5'
i 6'
7'
MANHOLE
PIPE
PIPE TURNS
DIA_ "F'
DIA. 'G"
96"
48"
GREATER THAN 45' TO 90'
96"
54 -66"
UP TO 60'
84"
42"
GREATER THAN 45 TO 90'
84"
48"
TURNS UP TO 45'
72"
42' -48"
UP TO 45'
72"
33 -36'
GREATER THAN 45' TO 90'
60"
33' -36"
STRAIGHT THRU
60"
24' -33"
GREATER THAN 45' TO 90'
60"
24"
GREATER THAN 45' TO 90'
60"
27 -30"
GREATER THAN 45' TO 90'
60"
27 -30'
TURNS UP TO 45'
60"
33' -36"
TURNS UP TO 45
48"
12"-21"
GREATER THAN 45' TO 90'
48
12 -21"
TURNS UP TO 45
48"
24"
TURNS UP TO 45'
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SIDE VIEW
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NOTE: PREFORMED BUTYL RUBBER
SEALANT BETWEEN MH ADJUSTING
RINGS MAY BE USED IN UEU OF
CEMENT MORTAR
FLAT SLAB TOP SHALL BE USED
IN UEU OF ECCENTRIC CONES FOR
SHALLOW MANHOLE CONSTRUCTION
OR AS SCHEDULED
7"
SANITARY SEWER
BENCH SLOPE at 1/2 PER FOOT
POSI —CAPS OR EQUIVALENT
REQ'D_ ON ALL WATER VALVES
CONCRETE COLLAR
FINISH GRADE
TOP BARREL
LOWER BARREL
j am
K
POLYETHYLENE
V 4M2
CREOSOTED
2x6 "x 1' -6" WOOD
BLOCKING
WRAP
III
-3,000 PSI CONC_
THRUST BLOCK
•d
A
GATE VALVE BOX SETTING
NO SCALE
4'-0' DIA. TYPE IS
5'-0" TYPE IIS
NH FRAME COVER
NEENAH R -1642A OR EQUAL
MfairMalMaliN i/#/# /#/4 'iii /iii
n ADJUSTING
al
2 11 W
-.Ill
tht
STANDARD MANHOLE BENCHES
NO SCALE
TRENCH WIDTH
FRONT VIEW
Restrained Joints Shall Be Mechanical Joint With Retainer Gland
US Pipe TR Flex Joint System, US Pipe Field LOK Gasket System,
Or Equal.
NOTE THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS
THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED.
MH FRAME AND COVER
NEENAH R -1642A OR EQUAL
CEMENT MORTAR
tft !It ADJUSTING RINGS
:,4 W 8' MIN_ 12" MAX_
lit CEMENT MORTAR
RING GASKETS
A.S.T.M. C443
THREADED ROD (4 REQ'
„ff
M_H_ STEPS 0 16" C/C
Doter March 2001
PREFORMED BUTYL
RUBBER SEALANT STRIPS, CONCRETE
SEALANT INC_ TYPE CS -202 OR
EQUAL IN EACH JOINT.
SANITARY SEWER DETAILS
NO SCALE
0.0. 1' 0"
MIN. (TYP_)
CITY OF CARMEL
STANDARD DETAILS
NOTE: WHEN LATERAL SEPARA
IS 10 OR GREATER NO VERTICAL
CLEARANCE IS NEEDED-
Scour Not To Seale
WATER MAIN
10' (MIN.)
SANITARY OR
2' STORM SEWER
TITLE:
m
I I
brown Henry
Engineers, Inc.
NOTE:
STEAMUNE ALL CHANNELS
USING CLASS 'A' CONC.
I
I I
I I
I I
I I
SANITARY OR STORM SEWER
l y
SANITARY OR
STORM SEWER
WATER MAIN RATED PIPE 1
FLEXIBLE COUPUNG OR ADAPTER
CONCRETE COLLAR
EXISTING
MAIN R
TAPPING SLEEVE
GATE VALVE
TAPPING SLEEVE
MINIMUM CROSSOVER SEPARATION
REQUIREMENTS FOR WATER MAINS,
SANITARY SEWERS STORM SEWERS
NO SCALE
1r "UWE I
A.
GRADE
WATER SERVICE
TO BLDG. SITE
VALVE BOX
WATER MAIN CONNECTION DETAIL
NO SCALE
JOINT RESTRAINT
TABLE
Drawing Nome: CWI
-*40
WATER MAIN WATER MAIN
RATED PIPE
10' (MIN.)
WATER MAIN
LESS THAN 18" OR IN CASES
WHERE WATER IS BELOW
SANITARY SEWER
ORIENT M.H. SECTIONS
TO PLACE STEPS ABOVE
CHANNEL SHELF UNLESS
OTHERWISE DIRECTED
10' MIN.
FLEXIBLE COUPUNG OR ADAPTER
CONCRETE COLLAR
WATER
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SANITARY OR
STORM SEWER
WATER MAIN
POST —CAPS OR
EQUIVALENT REQ'D_
ON ALL WATER VALVES
EDGE OF PAVEMENT, CURB,
GUTTER OR SIMILAR STRUCTURE
WITHIN 5' OF EDGE OF PAVEMENT
"B" BORROW OR EQUIV. GRANULAR
MATERIAL COMPACTED TO 90% STANDARD
PROCTOR DENSITY. ALL OTHER
CONDITIONS REGULAR BACKFILL ALLOWABLE.
"B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 90%
STANDARD PROCTOR
DENSITY
DEPTH OF BEDDING
MATERIAL BELOW PIPE
D
27' SMALLER
30" TO 60"
66" LARGER
(d) MIN_
3'
4"
LEGEND
Bc OUTSIDE DIAMETER
D INSIDE DIAMETER
d DEPTH OF BEDDING
MATERIAL BELOW PIPE
STANDARD HEX_ HEAD
BRASS PLUG_ TOP OF
CASTING ELEV. AS
SHOWN IN PLANS_
GROUND LINE
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A MINIMUM 9" CLEARANCE
6" SHALL BE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE
y 5' OR LESS
EDGE OF PAVEMENT, CURB,
GUTTER OR SIMILAR STRUCTURE
EDGE OF PAVEMENT, CURB,
GUTTER OR SIMILAR STRUCTURE
=j
"B" BORROW OR EQUN_
GRANULAR MATERIAL
COMPACTED TO 95X
STANDARD PROCTOR
DENSITY
LEGEND
Bc OUTSIDE DIAMETER
0 INSIDE DIAMETER
d DEPTH OF BEDDING
MATERIAL BELOW PIPE
II I 1ft IIEII 1Esd'
El 1 .25 Bc 12" w T
PLASTIC PIPE (PVC HDPE;
TRENCH DETAIL
(WITHIN 5' FROM EDGE OF PAVEMENT)
NO SCALE
GREATER THAN 5'
8 CRUSHED STONE OR
APPROVED EQUN. CLASS I
BEDDING MATERIAL HAND
TAMPED AND WALKED INTO A j
12 "X 12 X4"
CONC. COLLAR
IE
5' 0" MAX_ a l-
6" PIPE
45' ELBOW
\__INVERT ELEV. AS
SHOWN IN PLANS
CLEAN OUT
NO SCALE
MIN. 6" TOPSOIL TO
ENSURE GRASS GROWTH
REGULAR
BACKFILL
1/2 Bc
4"
NOTE:
ALL BEDDING AND INITIAL BACKFILL
SHALL BE INSTALLED IN 6"
TO 12" BALANCED UFTS
MIN_ 6' TOPSOIL TO
ENSURE GRASS GROWTH
IF NOT UNDER PAVEMENT
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cc I� —LOLL if I
12" (MIN.)
NOTE:
ALL BEDDING AND INfT1AL glACKFiLL
SHALL BE INSTALLED IN 6
TO 12" BALANCED UFTS
A MINIMUM 9" CLEARANCE
SHALL BE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE
IN. 6" TOPSOIL TO
ENSURE GRASS GROWTH
12" (MIN_)
NOTE:
AU. BEDDING AND INi1AL pACKFILL
SHALL BE INSTALLED IN 6
TO 12' BALANCED LIFTS
A MINIMUM 9" CLEARANCE
SWILL BE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE
I�
1 LIE :11EI ��lIMMI"= 1M11lafIElET
741, �1 1�
MIN. 1.25 Bc 12 h
REGULAR
BACKFILL
4
�1!
FINISH FLOOR
4
SANITARY BUILDING DRAIN
REINFORCED CONCRETE PIPE (RAP)
TRENCH DETAIL)
NO SCALE
PLASTIC PIPE (PVC HDPE)
TRENCH DETAIL
(GREATER THAN 5' FROM EDGE OF PAVEMENT)
NO SCALE
NOTE:
WITHIN 5' OF EDGE OF PAVEMENT
A 1.25EIc 12"
OUTSIDE 5' OF EDGE OF PAVEMENT
A 1.256c
LEGEND
Bc OUTSIDE DIAMETER
D INSIDE DIAMETER
d DEPTH OF BEDDING
MATERIAL BELOW PIPE
I8 CRUSHED STONE OR
APPROVED EQUIV. CLASS I
BEDDING MATERIAL HAND
TAMPED AND WALKED INTO
PLACE
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5
Rubber Gasket Joints
A.S.T.M. C443
A_S_T_M_ C478 Reinf.
Conc. Manhole Sections
1
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cv 24
24
MH Frame And Cover
Neenah R -1642A Or Equal
1 /2" Cement Mortar
Manhole Steps 0 16" c/c
For Precast Inverts Provide
1" Approx. Opening Between
Pipe And Channel Concrete
At Penetration
Bed Base Section In
4' (Min_) Class "B" Conc_
Or Compacted Granular
Bedding Material, Conforming
INDOT 903.02, Size No. 8
SEE PLANS FOR
CASTING TYPE
Note: Lift Holes Shall
Be Filled In With
Non —Shrink Mortar
OUTL Er pip
.a
5"
6" 4 STONE BEDDING
NOTE: 5" CONC. PRECAST OR
POURED IN PLACE
INLET TYPE 'A'
(TYPICAL)
(12' TO 18" PIPES)
NO SCALE
Flat Slab Top Shall Be Used
In Lieu Of Eccentric Cones For
Shallow Manhole Construction
Or As Scheduled
4'-0" Dia. Type IS
5 Dia. Type IIS
Dow was 2001
M H Frame And Cover
Neenah R -1642, Or Equal
For Watertight Installations
Neenah R- 1916 —F. Or Equal
'4
Cement Mortar
Adjusting Rings
8" Min. 12" Max.
1/2" Cement Mortar
"0" Ring Gaskets
A_S.T.M. C443
M.H. Steps 0 16"
CITY OF CARMEL
STANDARD DETAILS
I Sods: Not To Soda
mte
TYPE IS, IIS INS
MANHOLES
MIMI or
Jones Homy
Eneinosre. Inc.
Crowing Nam cso
4
Note: Preformed Bitumen Seals, Kent
Seal Or Equal, May Be Used Between
Adjusting Rings In Lieu Of Mortar
CITY OF CARMEL
STAN DAR D DETAILS
oats: Month 2001 !Scale Not To Sods
.44si
Type I-
4'-0" Dia. For
Sewers 18"
Smaller
Class "A"
t nc_ Fill
4
4
CITY OF CARMEL
STANDARD DETAILS
U M." um iummitim
f��•� te* -I ew•! 4041
f
4
4
f
INLET TYPE 'J'
NO SCALE
Note:
Streamline All Channels
Using Class "A" Conc.
Orient M.H. Sections
To Place Steps Above
Channel Shelf Unless
Otherwise Directed
Cement Mortar
Adjusting Rings
8" Min_ 12" Max.
Date: Mardi 2001 Soda: Not To Scots
SANITARY MANHOLE DETAIL
SEE PLA
CASTI TYP FE R
4
6" #8 STONE BEDDING
NOS 5" CONC. PRECAST OR
POURED IN PLACE
TYPICAL MANHOLE
SECTIONAL PLAN
"tlirn ay:
En Joex a t s !Ima
10rawir4 Nem as
Reinf. Concrete
Eccentric Cone
Top A.S.T.M. C478
Note: 5' -0" Dia_ M.H.'s
Require Transition
Sections_
Manholes Must Be Coated With
Coal Tar Epoxy Or Equal
Precast Base Section
A.S.T.M. C478
Watertight Flexible Joints
Shall Be Res —Seal (Price
Bros.), Lock Joint (Interpace
Co_), Kor —N —Seal (U.S..
Conc. Pipe), Or Equal_
Uravn
Jones Henry
Engineers, ho.
TYPE I
MANHOLE
I Drawing Name: csy
6" MIN_
(TYP-)
NEENAH ANCHOR BOLTS
FULL HEIGHT MANHOLE
STEP REQUIRED
MIN_ 4" DIA. SUBSURFACE
TILE '1'" STUB WHERE REQ'D_
3" MINN_
MANHOLE BASE SET i
ON 6 OF #2 STON N
GROUT
8" CLASS `A" CONCRETE
CLASS
GROUT AND BOLT TO i
PROVIDE WATERTIGHT SEAL
SEE PLANS FOR
TYPE OF CASTING
ASPHALTIC MASTIC OR BUTYL
RUBBER SEAL BETWEEN JOINTS
PIPE CROSSING ENCASEMENT DETAIL
(CONCRETE CRADLE)
NO SCALE
CONCRETE ADJUSTER RING
NO SCALE
24" DIA.
ip so i��% nifNili RAVitii
MANHOLE TYPE 'B'
NO SCALE
#8 WASHED GRAVEL OR
APPROVED EQUIVALENT
INDOT STD_ SPECS_)
PIPE MATERIAL:
SHALL MEET GENERAL INDUSTRY
STANDARD FOR CLAY, CONCRETE,
CORRUGATED METAL, PLASTIC, OR D.O.T.
APPROVED EQUAL., OPEN JOINT OR
PERFORATED.
"A"
1/2 'L"
"A" CONCRETE REQ'D.
5' LENGTH
"A"
O
EARTH OR
SIDEWALK SURFACE
o
#4 BARS—/
1_2"TYP.
SECTION "A A"
7 x 17iiN
l.
PRECAST CONCRETE ADJUSTER RING
IF NEEDED, (4 MAX.)
ECCENTRIC CONE OR
4" REDUCER CAP AS REQ'D.
BY SITE CONDITIONS
MIN. OVER
HIGHEST PIPE
MIN_
V
"4 BARS
5"
(MIN.)
TO BE USED WHEN CLEARANCE
BETWEEN PIPES IS 12" OR LESS,
OR WHERE NOTED OTED ON DRAWING
o
REDUCER CAP
NG (SEE PLANS)
CONCRETE ADJUSTER RING
(12" MAX.)
CONC. PRECAST OR
POURED IN PLACE
PERMISSIBLE.
PREFORMED HOLE TO MAX_ OF PIPE
6" WITH NON—SHRINK CEMENT GROUT
3" MIN.
El— BASE 8" PER SECTION (MIN.)
BENCH WALLS AT MIN.
1/2" PER FOOT SLOPE
REINFORCED BAR #4 0 12' O.C.
STEEL MESH AREA 0.12 in. /Ft.
OR APPROVED EQUAL
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NOTES:
MANHOLE CONFORMS TO ASTIR C -478
NO BRICK OR BLOCK WILL BE ALLOWED
IN MANHOLE
0—RING GASKET ASPHALTIC MASTIC
O B U t' JRU R SEAL BETWEEN
STEPS REQUIREP FOR STORM
SEWER OV 4 DEEP.
CONCRETE CURB
(IF APPLICABLE)
MIN.
z
R
0
PIPE UNDERDRAIN
(rrPIcAL INSTALLATIONS)
NO SCALE
SHAPED BOTTOM
0
O �N
ck
1(
Drawing Numbeh
C601
9 Of 11 Sheets
Mike Realty Job Number:
DW -Job#
A/E Job Number:
61667.02
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CONSTRUCTION
600 East 96th Street
Sole 100
IN 46240
Phew (31 808-6000
Fax (317 808-6797
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