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PLAN VIEW �6
GROOVED END ON OUTLET END
TONGUE END ON INLET END
D
+
Q
A
9" < 1 1/2 "R
Sapp
RIP -RAP TO BE PLACED
4:1 F
F/ � SCOPE
C ON SIDE SLOPE WHEN
I CALLED FOR ON PLANS
PIPE
CULVERT
CONCRETE
END SECTION
I a
1 17
COMPUTED LENGTH OF CULVERT -----�
PAY LENGTH OF CULVERT END SECTION
LENGTH (D)
SLOPE DETAIL I 12' C. TO C.
MAX. SPACING HOOK
n I n BOLT
GROOVE (OR TONGUE) TO
BE THE SAME AS ON STANDARD °
REINFORCED CONCRETE PIPE 6 `�
ASTM DESIGNATED C76
CLASS "A" CONCRETE LA
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.
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.
END SECTIONS WILL BE PAID FOR AT THE CONTRACT UNIT PRICE EACH FOR "PIPE
END SECTION" COMPLETE IN PLACE AND ACCEPTED.
�o
L ASPHALT
#8 WASHED GRAVEL-------
OR APPROVED EQUIVALENT
(INDOT STD. SPECS.)
j
SECTION Y -Y
(TYP)
Y °
I
v CV
, --1 1/2 "R CLASS "A" CONCRETE
E +2T
SECTION_ A -A
CONCRETE PIPE TOE ANCHOR
NOTE: METAL PIPE END SECTIONS MAY BE USED WITH CONCRETE
PIPE PROVIDING THE METHOD IS APPROVED BY THE ENGINEER
PRIOR TO INSTALLATION OF PIPE.
DIA.
T
(MIN.)
A*
C*
D*
E*
K
R1
R2
APPROX.
WEIGHT
12"
2"
5'
4' -3"
6' -2"
2' -O"
1.3
101 8"
9"
800
15"
21/4'
7"
4' -0"
6' -3"
1 2' -6"
1.5
1 121/211
11'
1100
18"
21 2'
11"
4' -1"
6' -2"
S -O"
1.8
151 2"
12'
1300
21"
2 3/4'
11"
3' -6"
6' -3"
3' -6"
2.1
16 1/8"
13'
1500
24"
3"
12"
2' -8"
V -3"
4' -0"
2.3
16 3/16l
14"
1800
27"
3 1/4'
13"
2' -5"
6' -3"
4' -6"
2.6
18 3/16"
14 1/2"
2100
30"
31/2'
14"
1' -10"
6' -3"
5-0'
2.9
181/2"
15"
2400
33'
33/4'
15"
1 3' -6"
8' -3"
5-6"
3.1
23 3/4"
17 1/2"
4100
36"
4"
17"
1 S -1"
8' -3"
I 6' -0"
3.4
24 3/16"
20"
4200
* TOLERANCE f1"
PRECAST CONCRETE END SECTION
NOT TO SCALE
AGGREGATE BASE
0 O (, 00000 PERFORATED SCHEDULE
o 0 B'
0 , 0 Z 40 P.V.C. PIPE (4 ")
n o 0 OOH o
�So g0 O c -,
o O Oo
O Q
0 O a
0 0 0 C a
0 �! .0 a d'
PERFORATED PIPE
AND TRENCH DETAIL
NOT TO SCALE
! LPl! V
* 2" PIPE DRAIN FROM BOTTOM OF CURB TO INLET
AGGREGATE TO BE PLACED AROUND INLET END OF PIPE
+ 3" MIN. DIA. PIPE TO BE KEPT OPEN FOR DRAINAGE
OF SUBGRADE OR BASE UNTIL SURFACE IS PLACED.
SECTION A -A
TYPE V' INLET W/ SUMPI
NOT TO SCALE
6" 6"
A
°
M
co`.
PLAN
ax 2" PIPE DRAIN FROM BOTTOM OF CURB TO INLET
AGGREGATE TO BE PLACED AROUND INLET END OF PIPE
#* 3" MIN. DIA. PIPE TO BE KEPT OPEN FOR DRAINAGE
OF SUBGRADE OR BASE UNTIL SURFACE IS PLACED.
SECTION A -A
TYPE "J " INLET (,W/ SUMS!
NOT TO SCALE
DISTANCE DEFINED
BY D.O.T. REQUIREMENT
MIN. 6" TOPSOIL
TO ENSURE GRASS
GROWTH IF NOT
UNDER PAVEMENT
=.111�111111(i ; MiN{Iv1l1Nt` W {pTH
d (MIN)
'
EDGE OF PAVEMENT, CURB
GUTTER OR SIMILAR STRUCTURE
30" TO 60"
4
IN THE PUBLIC RIGHT -OF -WAY
I
}
—
I-
IF WITHIN 5' OF EDGE OF
PAVEMENT, USE #8 CRUSHED STONE
' Bc
OR APPROVED EQUIV. CLASS I BEDDING
=``
MATERIAL HAND TAMPED OR WALKED
INTO PLACE TO MIN. OF 12" ABOVE
TOP OF PIPE AND "B" BORROW COMPACTED
TO 95% STANDARD PROCTOR DENSITY TO
TOP OF TRENCH.
NOTE:
ALL INITIAL BACKFILL SHALL
LEGEND
BE INSTALLED IN 6" TO 12"
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
DEPTH OF BEDDING
MATERIAL BELOW PIPE
D
d (MIN)
27" & SMALLER
4
30" TO 60"
4
66" & LARGER
4
PLASTIC PIPE (PVC & HDPE)
BEDDING DETAIL
NOT TO SCALE
EDGE OF PAVEMENT, CURB —�
GUTTER OR SIMILAR STRUCTURE
IN THE PUBLIC RIGHT -OF -WAY
IF WITHIN 5' OF EDGE OF
PAVEMENT, USE "B" BORROW OR
EQUIV. GRANULAR MATERIAL
COMPACTED TO 95% STANDARD
PROCTOR DENSITY FOR ENTIRE
TRENCH BACKFILL
LEGEND
Bc= OUTSIDE DIAMETER
D= INSIDE DIAMETER
d= DEPTH OF BEDDING
MATERIAL BELOW PIPE
MIN. 12"
C
DISTANCE DEFINED
BY D.O.T. REQUIREMENT
MIN. 6" TOPSOIL
TO ENSURE GRASS
GROWTH IF NOT
UNDER PAVEMENT
D
d (MIN)
27" & SMALLER
3
30' TO 60"
4
66" & LARGER
6
IF NOT WITHIN 5' OF EDGE OF
PAVEMENT, USE #8 CRUSHED STONE
OR APPROVED EQUIV. CLASS I BEDDING
MATERIAL HAND TAMPED OR WALKED
INTO PLACE TO MIN. OF 12" ABOVE
TOP OF PIPE AND REGULAR BACKFILL TO
TOP OF TRENCH.
MIN. 12"
IF NOT WITHIN 5' OF EDGE OF
PAVEMENT: USE "B" BORROW
COMPACTED TO 90% STANDARD
PROCTOR DENSITY TO 1/6 OF
PIPE DIAMETER AND REGULAR
1/6 Bc BACKFILL TO TOP OF TRENCH
d
REINFORCED CONCRETE PIPE (RCPT
BEDDING DETAIL
NOT TO SCALE
! Lnl
o * **
I
2" PIPE 6" w �r 6" 3" PIPE
Qo
�p PIPE
I
cV
2"
SECTION A -A
** 2" PIPE DRAIN FROM BOTTOM OF CURB TO INLET
AGGREGATE TO BE PLACED AROUND INLET END OF PIPE
* ** 3" MIN. DIA. PIPE TO BE KEPT OPEN FOR DRAINAGE
OF SUBGRADE OR BASE UNTIL SURFACE IS PLACED.
TYPE "M" INLET
NOT TO SCALE
6"
A
12' -0' E
0
1
M
N?
iD
PLAN
SECTION A -A
** 2" PIPE DRAIN FROM BOTTOM OF CURB TO INLET
AGGREGATE TO BE PLACED AROUND INLET END OF PIPE
* ** 3" MIN. DIA. PIPE TO BE KEPT OPEN FOR DRAINAGE
OF SUBGRADE OR BASE UNTIL SURFACE IS PLACED.
TYPE "J" INLET
NOT TO SCALE
A; Architects
3 -:
Consultants
Engineers
AMERICAN
CONSULTING,
INC.
7260 SHADELAND STATION
INDIANAPOLIS, IN 46256.3917
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Copyright (C) 2005 — American Consulting. Inc.
PR BLOCK C, LLC.
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DRIVE
INDIANAPOLIS, INDIANA
MEDFORD PLACE
(LOT 3) AT WEST
CARMEL CENTER
CONSULTANTS
G FETgy
�v�� �G�STEIP f0 qC/
N0.
* 19900549
STATE OF
CERTIFIED BY
DATE! 03/31/06
DRAWN BY- PED
CHECKED BY! AF
ISSUED FOR- DATE-
ACE PROJECT v! IN2004.0948
IT TLE!
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