HomeMy WebLinkAbout07 Construction DetailsPIPE SIZE
8' 15'
1 I ;F I I:
I Vrirr
Ayr 1
1
O.D. /4
MIN. 6'
O.D. /4
MAX. 8'
PIPE SIZE
8' 15'
18' OVER
BEDDING BELOW THE
PIPE BARREL
O.D. /4
MIN. 6'
O.D. /4
MAX. 8'
PAVEMENT
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2' TAPER
PAVEMENT
EXISTING
ROLL CURB
#4 REBAR
to SECTION OF
SIDEWALK RAMP
FOR HANDICAPPED
NO SCALE
GRADE OF
DRIVE
BACK OF
CHAIRBACK CURB
N.T.S.
1\2* PREFORMED JOINT
FILLER
PLAN VIEW
CURB TAPER /TRANSITION
SIDEWALK
WWM,SEE SIDEWALK DETAIL
0
0•0 0•
0•0 0•0
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0•0
0 0•o 0•
0.0 0.0
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EXISTING CURB PROPOSED WALK DETAIL
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0 aQ A O
2' -0"
1"
#4 BARS (TYP.)
0 TYPE "0" COMPACTED AGGREGATE
FOR BASE No. 53
PROPOSED
DEPRESSED CURB
-6"
6
6X6 10X10 WWF (WELDED WIRE FABRIC)
1 /4"
VARIABLE
0 a.. •Q a.•••• a 0 0 0 Q .4
4' -0" MIN.
SUBGRADE
COMPACTED SUBGRADE
EXISTING GROUND
GRANULAR BACKFILL
10 THE CONTRACTOR MAY, AT NO ADDITIONAL COST, CONSTRUCT THIS
TYPICAL WITH FULL -DEPTH CONCRETE. THE COST OF THE TYPE "0"
COMPACTED AGGREGATE BASE, AND ITS INSTALLATION, WILL BE
INCLUDED IN THE COST OF THE MODIFIED COMBINED CONCRETE
CURB AND GUTTER.
MODIFIED DEPRESSED CONCRETE GUTTER
i_
4" MIN. i 1 1 1 l-
BOLLARD DETAIL
3:1 MAX. SLOPE
ROUNDED CONCRETE CAP
6" DIAMETER STEEL PIPE
FILLED WITH CONCRETE
3" OF TOPSOIL COVER OVER CONC.
FOOTING IN GRASS AREAS
FINISHED PAVEMENT GRADE
YELLOW PAINT IN ACCORDANCE WITH INDOT
909.04
18" DIAMETER, 2500 PSI CONCRETE FOOTING
#8 CRUSHED STONE or #8
FRACTURED FACE AGGREGATE
HAND TAMPED or WALKED IN
TO 1/2 O,D. +12' PER SPECS.
(BELOW THE BELL)
EXISITING
PAVEMENT
1 -0" MIN.
BOTH SIDES
OF TRENCH
USE UNDER PAVEMENT TO THE POND
FLEXIBLE PIPE BEDDING DETAIL
(PVC HDPE Pipe)
8
4
1. NEW SURFACE IS TO BE SLOPED AT THE
SAME RATE AS THE EXISTING SURFACE.
4
O
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. #11 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 ACTIVITIES, SHALL BE RETURNED TO
THEIR ORIGINAL CONDITION.
7. PLAIN CONCRETE IS TO BE FINISHED 1.5"
BELOW THE EXISTING PAVEMENT.
8. CUT SHALL BE STEEL PLATED DURING
CONCRETE CURE TIME AND UNTIL ASPHALT IS
APPLIED.
SCALE: 3/4 =1' -0"
SAW CUT FOR
CLEAN BREAK
.A
4
A
O,
#8 CRUSHED STONE or
#8 FRACTURED FACE AGGREGATE,
BELL HOLE EXCAVATED.
f
1
ROAD CUT PATCH DETAIL
#8 CRUSHED STONE or
#8 FRACTURED FACE AGGREGATE
HAND TAMPED or WALKED IN TO
1/2' O.D., PER SPECS.
(BELOW THE BARREL)
1.5" H.A.C. SURFACE
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
NEENAH TYPE CASTING
NO. R -3264
CHAIR BACK CURB INLET
VAR. PIPE SIZE
(15" MAX.)
0.50'
0.50'
7 4.00'
3.00'
0.50'
NOT TO SCALE
3.00'
2.00' t m
0.50'
RIABLE
TO 4.00'
NOTE:
1. IN ACCORDANCE WITH INDIANA STATE HIGHWAY SPECIFICATIONS.
2 M lIMUM CONCRETE COMPRESSIVE STRENGTH 4000 P.S.I.
3. INDOT DIMENSIONS. OTHER DIMENSIONS AVAILABLE.
4. PRECAST ADJUSTING SECTIONS AVAILABLE.
NO.
VA
2.50'
SEE NOTE 3
INLET TYPE M
Date
6/03/04
USE ONLY FOR POND OUTLET PIPE
STORM PIPE DETAIL
NO SCALE
NO SCALE
Amy
-A-AA-4
PAVEMENT DETAIL
0.67
DIA.
Revision
Revised Per CED
_1EIII lI1=
SLOPE 1/4" 12"
EARTH BACKFILL SHALL
BE FREE FROM SOLID
OBJECTS GREATER THAN
4" IN CIRCUMFERENCE.
SUBSTITUTE #53
STONE IN LIEU OF
EARTH WHEN WITHIN
FIVE FEET OR UNDER
PAVEMENT.
STONE TO BE VIBRATORY
COMPACTED IN 8" LIFTRS
TO OBTAIN 95% STANDARD
PROCTOR.
UNDERCUT AND USE 6" OF #4
STONE IF WET GROUND
CONDITIONS ARE ENCOUNTERED.
VERIFY SEE SITE PLAN
BRUSHED FINISH SURFACE
1
4
W.W. MESH.
4" CONC. SIDEWALK W /6X6 10/10
N 4" MIN. GRANULAR FILL
CONCRETE SIDEWALK
)e BY
MFH
WEARING COURSE #11 SURFACE
BINDER COURSE #9 BINDER
CHOKE LAYER #73 DUSTY
CRUSHED STONE BASE #53
COMPACTED SUBGRADE
Drawn By
NAH
0.50'
2.50'
SEE NOTE 3
0.92'
0.50'
4.00'
Checked By
AES
3.00'
2.00'
3.00'
0.50'
1.75
INSTALLATION REQUIRED:
50' FROM PAVED AREA INLET STRUCTURE
ALONG WITH EACH STREET CENTERLINE.
100' FROM CURB TURNOUTS
PIPE MATERIAL PER I.N.D.O.T. SPECIFICATIONS.
4'
M
t
N
OUTLET
PIPE
0.67
INLET TYPE J
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.
Approved By
AES
NOT TO SCALE
2.75'
of Carmel,
CONSTRUCTION DETAILS
TOM WOOD BAUER DRWE LOT
Clay TowneNp,
Hamilton County, I ndana
GRANULAR
BACKFILL
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4
4
CONCRETE
3000 PSI
2 "r
9
12" MIN. 1
MIN
PIPE UNDERDRAIN
STRAIGHT CONCRETE CURB DETAIL
Aeg.
R/W PAVEMENT DETAIL
falcon
ENGINEERING, INC.
MIN
PAVEMENT
3" OF TOP SOIL
EXISTING
GROUND
7 STONE
CONC. CURB EXPANSION
JOINTS 20' O.C.
WEARING COURSE #11 SURFACE
BINDER COURSE #9 BINDER
CHOKE LAYER #73 DUSTY
CRUSHED STONE BASE #53
COMPACTED SUBGRADE
i r1 111Jlii /j
SKo
e/ �I
880573
.off STATE OF
64:8
Date March 29, 2004
Job No
100.0
Scale
AS SHOWN
13110 Promise Road, Noblesville, IN 46060 Sheet No. OF Phone: (317) 841 -3141 Fax: (317) 841 -9951 10