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CASTING TABLE
TYPE
CASTING
1
NEENAH R- 1772 -A
2
NEENAH R- 3570 -A
3
NEENAH R- 3286 -8V
4
NEENAH R -4342
PIPE SIZE
REQUIREMENT OF THE
STANDARD BACKFILL
INDIANA DEPARTMENT
UNDER UNPAVED
OF HIGHWAYS.
O.D.
AREAS SHALL BE
(MECHANICAL COMPACTION
NOTES:
1. DEPRESS CURB THRU DRIVE
2. DRIVE GRADE POSITIVE FROM BACK 7 5" 4.5"
OF CURB - 5 FT. MIN. LENGTH
3. SEE STD. SHT. 12 -04 FOR JOINT
SPACING DETAILS
,8 "RI
1 " /FT SLOPE
2" R
DRIVEWAY PAVING
Lo
\ / / co
MIN. �\�/\ \ ToMPACTE /\/ .// / 12 -0 -0
I 24" SUBGRADE
A
SUBSURFACE DRAIN
AS REQ'D
M.
w
Q
C -478 PRECAST
CONC. BASE
C -478 PRECAST CONC. CAP
i- ASTM C -443 COMP. JOINTS
mss'
• 1
C -478 PRECAST
=0
CONC. FILLET -SLOPE NOTES: SEE STIR. DATA FOR
TOWARDS PIPE FOR INVERTS, PIPE SIZES& CASTING TYPE
DRAINAGE SET BASE ON #11 STONE -4" ON EARTH
6" IF ON ROCK
INLET TYPE "E"
iD
0 0
I I
M N
0
Ll
fINSTALL 20 LFT
UNDERDRAIN
5' -0" ( POSITIVE GRADE OF
DRIVE 1 " /FT. 2' -0"
1' -0" INSTALL 20 LFT 3' -0"
5' -0" �2' ROLL CURB UNDERDRAIN J
W+ 10' -0" 1 6 1 2" i f
#5 REBAR
DEPRESS CURB THRU ••: Z • (-
DRIVE AT DIMENSIONS SHOWN
`4
OPTIONAL CURB AT DRIVEWAYS
TYPICAL PAVEMENT SECTION
(SEE DETAIL FOR DIMENSIONS)
NO. 8 COURSE AGGR. REQ'D.
POLYFELT i
TS 500
GEOTEXTILE
6" PERF. CORRUGATED
POLYETHYLENE TUBING
(ASTM F 405)
MIN. SLOPE 0.20%
7" 1 7"
SUBSURFACE DRAIN
CLEANOUT TYPE I
INLET TYPE "L"
1,- :1�1 �;
MIN. WIDTH
#8 CRUSHED STONE OR
/vy/
BACKFILL WITH CLEAN
1.25(0.D. +12 ")
PIPE BARREL
GRANULAR MATERIAL
4"
2" TO 15"
UNDER PVM'T PER
PIPE SIZE
REQUIREMENT OF THE
STANDARD BACKFILL
INDIANA DEPARTMENT
UNDER UNPAVED
OF HIGHWAYS.
O.D.
AREAS SHALL BE
(MECHANICAL COMPACTION
LIGHTLY COMPACTED.
TO 95% MODIFIED PROCTOR
MAXIMUM DENSITY.)
0
SHAPED
1n
SUBGRADE �� l\//
i, �,
o
COMPACTED GRANULAR BACKFILL
RIGID PIPE BEDDING
DETAIL
R.C.P. & D.I. PIPE (STORM SEWER ONLY)
BACKFILL WITH CLEAN
GRANULAR MATERIAL UNDER
PAVEMENT PER REQUIREMENT
OF INDIANA DEPARTMENT
OF HIGHWAYS
(MECHANICAL COMPACTION TO 95%
MODIFIED PROCTOR MAXIMUM DENSITY)
MINIMUM WIDTH =
1.25(O.D.) + 12"
#8 CRUSHED STONE OR #8 #8 CRUSHED STONE OR
FRACTURED FACE AGGREGATE O.D.
H � #8 FRACTURED FACE AGGREGATE
AND TAMPED OR WALKED IN
HAND TAMPED OR WALKED IN
TO 1/2 O.D. + 12" PER SPEC'S. TO 1/2 O.D., PER SPECS.
90 1/2 O.D.
4" MIN. �. 3" MIN.
(BELOW THE BARREL) (BELOW THE BELL)
BEDDING BELOW THE
O.D. /4
#8 CRUSHED STONE OR
O.D. /4
#8 FRACTURED FACE AGGREGATE
PIPE BARREL
BELL HOLE EXCAVATED
4"
2" TO 15"
18" & OVER
PIPE SIZE
BEDDING BELOW THE
O.D. /4
O.D. /4
PIPE BARREL
MIN. =
4"
MAX. =
8"
FLEXIBLE PIPE BEDDING DETAIL
P.V.C. & H.D.P.E. PIPE
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REVISIONS
=� ROSS iy�
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STATE OF
`',loess
NOT TO SCALE
DRAWING: 9295C801
DATE: 8/5/93
PROJ. NO.: 9295
DRAWN BY: HwR
SHEET NO.:
C801
� TUBE FILE #