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DISTANCE DEFINED
BY D.O.T. REQUIREMENT
MIN. 6" TOPSOIL
TO ENSURE GRASS
rl
GROWTH IF NOT
UNDER PAVEMENT
D
III
MiNIMUM� WIDTH =
II I!I
III III
EDGE OF PAVEMENT CURB
c+ 12"
III —!
GUTTER OR SIMILAR STRUCTURE II111I;I
D= INSIDE DIAMETER
IIIiII�IIT
d= DEPTH OF BEDDING
IN THE PUBLIC RIGHT -OF -WAY I;II'I "
MATERIAL BELOW PIPE
111111
6' -2'
2' -0'
1.3
101 8'
MIN. 12"
800
IF WITHIN 5' OF EDGE OF
PAVEMENT, USE #8 CRUSHED STONE
1 21 4
7
IF NOT WITHIN 5' OF EDGE OF
PAVEMENT, USES CRUSHED STONE
OR APPROVED EQUIV. CLASS I BEDDING
6 -3
OR APPROVED EQUIV. CLASS I BEDDING
Bc
121/2'
MATERIAL HAND TAMPED OR WALKED
MATERIAL HAND TAMPED OR WALKED
18'
1 21 2"
INTO PLACE TO MIN. OF 12" ABOVE
INTO PLACE TO MIN. OF 12" ABOVE
°:
3' -0'
TOP OF PIPE AND REGULAR BACKFILL TO
TOP OF PIPE AND 'B" BORROW COMPACTED
:: `::.
+ -
1300
TOP OF TRENCH.
TO 95% STANDARD PROCTOR DENSITY TO
=� .
_.
S -6'
6' -3'
1 S -6'
TOP OF TRENCH.
1 161/8 -
13'
1500
24"
3'
_ld
DEPTH OF BEDDING
NOTE:
4' -0'
MATERIAL BELOW PIPE
D
ALL INITIAL BACKFILL SHALL
LEGEND
BE INSTALLED IN 6" TO 12"
30' TO 60'
BALANCED LIFTS.
Bc= OUTSIDE DIAMETER
A MINIMUM 9" OF CLEARANCE
D= INSIDE DIAMETER
SHALL BE PROVIDED ON EACH
d= DEPTH OF BEDDING
SIDE OF THE INSTALLED PIPE.
MATERIAL BELOW PIPE
4' -3'
D
d (MIN)
27' & SMALLER
4
30' TO 60'
4
66" & LARGER
4
PLASTIC PIPE (PVC & HDPE)
BEDDING DETAIL * CAN NOT BE USED WITHIN CITY OF CARMEL
NOT TO SCALE RIGHT OF WAY OR ON PUBLIC SANITARY SEWER
OR WATER MAINS.
Y -�
Fr_ I 'Q2 0 `l�
a _ �a I N
C3 +
IQI W
N X
Y 1 6"
PLAN VIEW
GROOVED END ON OUTLET END
TONGUE END ON INLET EDND
C B =(D -C)
SZOP RIP -RAP TO BE PLACED
4:1 F., F C ON SIDE SLOPE WHEN
B SLOPE CALLED FOR ON PLANS
PIPE I CONCRETE
CULVERT I END SECTION
COMPUTED LENGTH OF CULVERT ----i
LENGTH OF CULVERT END SECTION
LENGTH (D)
SLOPE DETAIL 12' C. TO C.
MAX. SPACING HOOK
BOLT
DIA. (NP)
Q + ° ° (V
d
° °
9, '`l 1 1/2'R \� // 1 1/2'R CLASS 'A" CONCRETE
GROOVE (OR TONGUE) TO 3" `-°- SECTION Y -Y E + 2T
BE THE SAME AS ON o SECTION A -A
STANDARD REINFORCED ,
CONCRETE PIPE ASTM 6" N CONCRETE PIPE TOE ANCHOR
DESIGNATED C76
CLASS "A "CONCRETE A
LONGITUDINAL SECTION
CONCRETE IN THESE END SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS
SPECIFIED FOR REINFORCED CONCRETE PIPE, A.S.T.M. DESIGNATION C -76 ( as set
out in standard specifications. )
REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR
REINFORCED CONCRETE, A.S.T.M. DESIGNATION C -76 FOR THE SIZE OF
CONNECTING PIPE. ( as set out in standard specifications. )
REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA
EQUAL TO THAT OF ONE LAYER OF STEEL IN THE "C" PORTION.
THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION
SO THAT THE FLOW LINES ARE FLUSH. THE JOINT SHALL BE COMPLETELY FILLED
WITH MORTAR.
IN 3:1 OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A
SMOOTH, PLEASING TRANSITION APPROXIMATELY 10' -0" IN LENGTH.
DIA.
T
(MIN.)
A*
C*
D*
E*
K
R1
R2
APPROX.
WEIGHT
12"
2"
5'
4' -3'
6' -2'
2' -0'
1.3
101 8'
9'
800
15m
1 21 4
7
. 4 -0
6 -3
2 -6
1.5
121/2'
11 .
1100
18'
1 21 2"
11'
4' -1'
6' -2"
3' -0'
1.8
151/2'
12'
1300
21"
23/4
11'
S -6'
6' -3'
1 S -6'
2.1
1 161/8 -
13'
1500
24"
3'
12'
2' -8'
6' -3"
4' -0'
2.3
16 3/16,
14'
1800
27'
31/4'
13"
2' -5'
V -3'
4' -6'
2.6
183/162
1141/2x
2100
30"
31 2'
14'
1' -10'
V -3'
5' -0"
2.9
181/2"
15'
2400
33"
1 33/4'
15"
S -6'
8' -3"
5' -6"
3.1
233/4'
171/2'
4100
36"
1 4"
17'
S -1'
8' -3'
V -0'
3.4
243/16m
20"
4200
* TOLERANCE f1"
VARIATIONS IN DIMENSIONS - THE THICKNESS OR THE CONCRETE, THE POSITION
OF STEEL, AND THE INTERNAL DIAMETER OF THE PIPE SHALL CONFORM WITH THE
VARIATIONS IN DIMENSIONS AS PROVIDED IN THE SPECIFICATIONS FOR
REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE, A.S.T.M.
DESIGNATION C -76.
WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT PIPE IS USED, A "PIPE
END SECTION" COMPARABLE TO THAT AS SHOWN FOR METAL OR CONCRETE SHALL
BE FURNISHED AND SHALL BE AS APPROVED BY THE ENGINEER. EXCEPT IN AREAS
OF ACID OR MINE WATER, THEN THE USE OF METAL END SECTION IS PROHIBITED.
CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END
SECTIONS. 0%r-0.9Pl0%L l
NOT TO SCALE
34"
22"
HOLE SIZE
VARIABLE
N0*
N M
PLAN VIEW
6"
�WALLS�
#4 BAR'
12" O.C.
CROSS SECTION
NOTES:
CONCRETE STRENGTH =4500 P.S.I. 0 28 DAYS
ABSORPTION - NOT TO EXCEED 9%
REINFORCEMENT -ASTM A- 615 -75, GRADE 40
LENGTH, WIDTH, HEIGHT - NOT TO VARY MORE THAN Y PER FOOT
REQUIREMENTS - MEETS OR EXCEEDS INDIANA HIGHWAY SPECS.
OPTIONS - VARYING HOLE SIZES & LOCATIONS.
.. .. .. r T T... -. r
"All
NOT TO SCALE
/ DOWNSPOUT (REFER TO ARCH.
PLANS FOR LOCATIONS AND SIZES)
FLEXIBLE BOOT CONNECTION AND
TRANSITION TO DOWNSPOUT
(CONNECT TO DOWNSPOUT PER
MANUFACTURERS RECOMMENDATIONS)
BUILDING �6" PVC CAP
(REFER TO
ARCH. PLANS)
HOLE SIZE
VARIABLE
#4 BARS
12" O.C.,
E.W.
36"
24"
PLAN VIEW
~WALLS�-
CROSS SECTION
NOTES:
CONCRETE STRENGTH =4500 P.S.I. 0 28 DAYS
ABSORPTION - NOT TO EXCEED 9%
REINFORCEMENT -ASTM A- 615 -75, GRADE 40
LENGTH, WIDTH, HEIGHT - NOT TO VARY MORE THAN PER FOOT
REQUIREMENTS - MEETS OR EXCEEDS INDIANA HIGHWAY SPECS.
OPTIONS - VARYING HOLE SIZES & LOCATIONS.
\ PVC ROOF DRAIN
`LEADER (REFER TO
UTILITY PLAN FOR SIZE
6" PVC WYE
5' -0" CONNECTInN
r
NOTE: KEEP ALL PIPES OUTSIDE FOUNDATION
BEARING AREAS (INDICATED BY
CROSSHATCH ABOVE
DOWNSPOUT BOOT CONNECTION
NOT TO SCALE
SEE PLANS OR STRUCTURE DATA
TABLE FOR TYPE OF CASTING
1/2" CEMENT
MORTAR
TYPE
CONCRETE GRADE RINGS ASTM -C -478,
4000 PSI) UTILIZED TORAISE TO FINISH
GRADE, MAX. ALLOWABLE HEIGHT OF RISE
"F"
MAXIMUM PIPE SIZE
RT. ANGLE TO MAINLINE
MAXIMUM PIPE SIZE
FOR MAINLINE
H
24 "to36"
RING IS 12 ".
J Z
b
36"
2' -0"
PRECAST ECCENTRIC CONE
CONCENTRIC CONE OR
PRECAST COVER.
24 "to36"
60"
— — — — — — — BARREL SECTION -48" DIA.
ASTM C -478 CLASS A
36"
K
I 36 "x48"
REINFORCED CONC. PIPE
36"
48"
4000 PSI
4" MIN.
MANHOLE STEPS
AT 16" MAX. ON CENTER.
(SEE DETAIL)
PRECAST MANHOLE
SECTION
GROUT SLOPE
_iv 4" MIN.
- - - - --
"
J O'
m tO
a o
;0
CEMENT
12" GROUT
" %K
5 P+ PIPE THICKNESS
+ l/j)+2"
N On�
3" MIN r
COVER
4 BARS 0 6" O.C.
6" STONE OTH WAYS 6 "�
MANHOLE TYPE "C" ( STORM SEWER
NOT TO SCALE
NOT TO SCALE
n" AN
CONCRETE
BEDDING MATERIAL
INDOT #8 STONE
FILTER
i�
L 4" I L 4" j
SECTION A —A
HEAVY DUTY LAMPHOLE
" CASTING W/ SOLID LID,
Y NEENAH R -1974 OR EQUAL
45" BEND
/4D
CONCRETE CRADLE
STORM SEWER CLEANOUT
NOT TO SCALE
NOTE: CLASS "A' BEDDING TO BE UTILIZED FOR
ALL CLEANOUT INSTALLATIONS (SEE DETAIL)
MANHOLE
TYPE
"G"
"F"
MAXIMUM PIPE SIZE
RT. ANGLE TO MAINLINE
MAXIMUM PIPE SIZE
FOR MAINLINE
H
24 "to36"
30"
36"
J
24 "to36"
60"
33"
36"
K
I 36 "x48"
72"
36"
48"
L
48 "x54"
96"
48"
54"
M
54 "x72"
102"
66"
72"
N
72 "x84"
108"
72"
84"
DROP MAY BE USED WITH MANHOLE'S TYPE H THRU N AND
SHALL BE REFERRED TO AS DROP MANHOLE TYPE H THRU N.
1/2" CEMENT
MORTAR
z` z
4' -0" DIA. "
,.n m
1' -4" SPA. FOR
M.H. STEPS
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CON ETE lo
WW
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az c� OAP
dU C
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co
#2 OR #8 STONE
6" 5' -0" DIA. 6"
TYPE "H"
w
n �s
a
CURB
A
30' TYP.
LA
90' 4" PERFORATED P.V.C.
CAP END OF PIPE
(TYPICAL) 4" PERFORATED P.V.C.
UNDERDRAIN.
SLOPE 0 0.5% MIN.
PLAN VIEW CURB INLET
INLET
4" PERFORATED A
UNDERDRAIN
LA
NOTE:
1. SEE STR. DATA TABLE
FOR INVERT ELEVATIONS.
I • •
7/8"
o�
121101:11q:111 1 1- .1 AML ma. j
1/2" CEMENT
MMORTAR
CONCRETE "0" RINGS
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7;
0
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PRECAST CONC.
MANHOLE
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05/17/2013
DRAWN BY.
bob
CHWD BY:
RLN
JOB NO.
2013.00569
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MANHOLES
NOTE TO SCALE
PENETRATION
STOP
1/4'
REDUCER CAP
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DATE:
05/17/2013
DRAWN BY.
JCS
CHWD BY:
RLN
JOB NO.
2013.00569
REVISIONS
r
SITE
DETAILS
SHEET NO.
C.602
OF