HomeMy WebLinkAboutpg 06 of 10 Construction DetailsPIPE SIZE
8' 15'
18' OVER
BEDDING BELOW TIE
PIPE BARREL
O.D. /4
MIN. 6'
G.D./4
MAX, 8'
No.
Date
Revision
City of Carmel,
CONSTRUCTION DETAILS
TOM WOOD JAGUAR PARKING
Clay Township,
Hamilton County,
Indiana
Design By
MFH
Drawn By
MFH
Checked By
AES
Approved By
AES
falcon
ENGINEERING, INC.
Date August 6, 2004
Job No.
159.0
Scale AS SHOWN
13110 Promise Road, Noblesville, IN 46060 Sheet No. 6 OF 10
Phone: (317) 841 -3141 Fax: (317) 841 -9951
EXISTING
PAVEMENT
1' -O" MIN.
BOTH SIDES
OF TRENCH
e 4-- e
-4
A
4-
4
NOT TO SCALE
SAW CUT FOR
CLEAN BREAK
b 4
A'
7. PLAIN CONCRETE IS TO BE FINISHED 1.5"
BELOW THE EXISTING PAVEMENT.
SCALE: 3/4 =1' -0"
r
RUE
1. NEW SURFACE IS TO BE SLOPED AT THE
SAME RATE AS THE EXISTING SURFACE.
2. EXISTING PAVEMENT IS TO BE SAW CUT. FOR
A CLEAN BREAK.
3. TRENCH SPOIL IS TO BE REMOVED FROM SITE.
4. 1.5" H.A.C. #1 1 SURFACE.
5. BITUMINOUS TACK APPUED AS PER "INDIANA
DEPT. OF HIGHWAYS STANDARD SPECIFICATION
409 902.
6. ALL LANE MARKINGS, STRIPING, STOP BARS,
ETC. DISTURBED OR REMOVED DURING
EXCAVATION ACTMTIES, SHALL BE RETURNED TO
THEIR ORIGINAL CONDTIION.
8. CUT SHALL BE STEEL PLATED DURING
CONCRETE CURE TIME AND UNTIL ASPHALT IS
APPUED.
1.5" H.A.C. SURFACE
MEW A
PAVEMENT DETAIL
i
12" THICK PLAIN CONCRETE
TO BE FINISHED 1.5" BELOW
THE EXISTING PAVEMENT
FLOWABLE FILL TO BE PLACED
ENTIRE TRENCH TO BOTTOM OF
CONCRETE ELEVATION
ROAD CUT PATCH DETAIL
WEARING COURSE #11 SURFACE
BINDER COURSE #9 BINDER
CHOKE LAYER #73 DUSTY
W-- CRUSHED STONE BASE #53
COMPACTED SUBGRADE
0.50'
0.50'
4.00'
3.00'
0.50'
#8 CRUSHED STONE or #8
FRACTURED FACE AGGREGATE
HAND TAMPED or WALKED IN
TO 1/2 aD. +12' PER SPECS.
3.00'
200'
0.50'
a
VARIABLE
2.50' TO 4,00'
SEE NOTE 3 0.67
INLET TYPE M
NO SCALE
DIA,
NOTE:
1. IN ACCORDANCE WITH INDIANA STATE HIGHWAY SPECIFICATIONS.
2. MINIMUM CONCRETE COMPRESSIVE STRENGTH 4000 P.S.I.
3. INDOT DIMENSIONS. OTHER DIMENSIONS AVAILABLE.
4. PRECAST ADJUSTING SECTIONS AVAILABLE.
EARTH BACKFILL SHALL
BE FREE FROM SOLID
OBJECTS GREATER THAN
4" IN CIRCUMFERENCE.
0.50'
2.50'
SEE NOTE 3
0.92'
'UNDERCUT AND USE 6" OF #4
STONE IF WET GROUND
CONDITIONS ARE ENCOUNTERED.
USE ONLY FOR POND OUTLET PIPE 'w'
STORM PIPE DETAIL
SUBSTITUTE #53
STONE IN LIEU OF
EARTH WHEN WITHIN
FIVE FEET OR UNDER
PAVEMENT.
STONE TO BE VIBRATORY
COMPACTED IN 8" UFT'S
TO OBTAIN 95% STANDARD
PROCTOR.
USE UNDER PAVEMENT TO THE POND
#8 CRUSHED STONE or
#8 FRACTURED FACE AGGREGATE,
BELL HOLE EXCAVATED.
FLEXIBLE PIPE BEDDING DETAIL
(PVC HDPE Pipe)
0.50'
4.00'
0.50'
3.00'
2 00'
3.00'
0.50'
#8 CRUSHED STONE or
#8 FRACTURED FACE AGGREGATE
HAND TAMPED or WALKED IN TO
1/2' O.D., PER SPECS.
(BELOW THE BARREL)
a OUTLET
l
0.67
INLET TYPE J
2.75'
NOTE:
1. IN ACCORDANCE WITH INDIANA STATE HIGHWAY SPECIFICATIONS.
2. MINIMUM CONCRETE COMPRESSIVE STRENGTH 4000 P.S.I.
3. INDOT DIMENSIONS. OTHER DIMENSIONS AVAILABLE.
4. PRECAST ADJUSTING SECTIONS AVAILABLE.
5
INSTALLATION REQUIRED:
50' FROM PAVED AREA INLET STRUCTURE
ALONG WITH EACH STREET CEN TERU N E.
100' FROM CURB TURNOUTS
PIPE MATERIAL PER I.N.D.O.T. SPECIFICATIONS.
PIPE UNDERDRAIN
T.C.
6* B" BORROW
PAVED AREA INLET
PAVEMENT
0 '•O
O o O
0.0 O.O
0 0 °O•
0. °O O•o
0
00 0.0 0.0 04o
0 0, 0
0•o 0.O O.o
0 0.0 0.0 O. 0 0 O
0.0 0.0
o O. 0 0 0 O.0 0
0•0 0•0
0 0.0 0•
0 •0 0
000.000. 0 0 00
0.0 0.0 0.0 o.0
o O•o
0.0 0
o o
04
o O
O•o
0
0.0"0
0
•0
O.o
.0 0 0
4"
MIN
O
4"
<MIN
7 STONE
2' CONCRETE ROLL CURB
(WITHOUT GUTTER)
21 22'
PRECAST CONE. BIB(
SiINIIIIi1•►'
1
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STORM INLET
NEENAH CASTING
NO. R -3405 OR APPROVED EQUAL
ASPHALT
VAR PIPE SIZE
1 18' MAX
�,,411111
SK0 0 S�'''%
NO. s
880573
480 OF 4
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