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DATE: 09/19 /2003
MICHIGAN ROAD
RS, INDIANA
F11
DWN BY: K R C
CHKD. BY: R R H
SCALE: NONE
DATE: 09/19/03
PROJECT NUMBER
03188
DESIGN PHASE
CONSTRUCTION
PLAN NUMBER
C7.O
SHEET OF
PAVEMENT
1/2" FIBER MATER AL
WITH SEALANT
SIP
1/2" FIBER MATERIAL
TRANSVERSLE EXPANSION JOINTS
0
CONCRETE CURB TAPERED
DOWN TO GRADE AT RAMP
v vv
4" #53 COMPACTED STONE
[TOOLED EDGE
6' -0"
MAX. 1:12
SLOPE
1 PARKING BUMPER I
100'
///,',4/7
5' -0" BETWEEN I 5'
TRANSVERSE JOINTS
40' -0" BETWEEN EXPANSION JOINTS (MAX.)
6x6 —W 1.4xW 1.4 WWF
SIDEWALK DETAIL
NOT TO SCALE
5' -0" UNLESS OTHERWISE NOTED
TOOLED CONTROL JOINT
1/2" WIDE, CONC. SLAB W/
BROOM FINISH
6x6 W 1.4xW 1.4xW.W.F.
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4" 9
CONCRETE
4,000 PSI
#4 RE —BAR
COMBINED CURB WALK DETAIL
NOT TO SCALE
SECTION A -A
4' -0" MINIMUM
AT PAVEMENT GRADE
ELEVATION VIEW
PLAN VIEW
AID
1" DEEP SAWED OR
TOOLED JOINT
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25'
SAWED OR TOOLED
TRANSVERSE CONTROL JOINTS
MEDIUM BROOM FINISH
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COMPACTED SUB GRADE
COVER
(MINIMUM)
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4"
6' -0"
MAX. 1:12
SLOPE
1" RADIUS TOOLED
ROUND EDGE
0 T
COMPACTED #53
STONE
1 PARKING BUMPER I
HANDICAP RAMP DETAIL
NOT TO SCALE
IF CLEARANCE BEHIND RAMP IS LESS THAN 48" THEN SIDE FLARES MUST HAVE A 1:12 MAX. SLOPE
TOP OF CURB
1—
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CONCRETE CURB TAPERED
DOWN TO GRADE AT RAMP
2 —O
MIN. TO
CURB
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v
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10"
v
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3/4" HOLES FOR
STEEL ANCHOR ROD
1 -1/2"
STOP SIGN INSTALLED IN
LANDSCAPE AREA
MOVING
EDGE
R� S
PAR
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CONCRETE
FOOTING
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1-1/2"
1—
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12"
Rv
SECTION A -A
ELEVATION
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6 -0"
VAN'
ACCESSIBLE
HANDICAP PARKING
SIGN DETAIL
NOT TO SCALE
v.
PRECAST CONCRETE
WHEELSTOP
NOT TO SCALE
10"
6" STEEL PIPE
FILLED W /CONCRETE
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-6" FROM EDGE
12"
HANDICAP, NO PARKING SIGN
INSTALLED IN PARKING LOT.
HANDICAP LOCATIONS 2 —SIDED
WHERE STALLS FACING.
PAVING
BASE
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OF PAVEMENT
1-1/2"
GROUT
2 #3 REBARS
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CONCRETE
FOOTING
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ANCHOR (#5 x 24
BORE HOLE THROUGH
PAVEMENT
2" STEEL PIPE,
ROUND OR SQUARE,
SET IN CONCRETE
1 1 /2"
PAVEMENT
GREEN ILLUMINATING TAPE (LEIIERS)
BLUE ILLUMINATING TAPE (SYMBOL BLOCK)
WHITE ILLUMINATING TAPE (BACKGROUND)
GREEN ILLUMINATING TAPE (ARROW)
GREEN ILLUMINATING TAPE (BORDER)
"VAN ACCESSIBLE" TO BE NOTED FOR
SPACES DESIGNATED FOR THAT USE.
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CROWN CAP W/ CONC.
1" ABOVE TOP OF PIPE
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6 "0 STD. STEEL PIPE
GALVANIZED PAINTED YELLOW,
FILLED W /CONCRETE.
2' -0 "9 x4' -0" OR 2' -0 "x
2'- 0 "x4' -0" CONC. FOOTING
SLOPE CONCRETE 1" ABOVE
FINISH W /STEEL TROWEL.
C�
PAVEMENT
(0
CONCRETE
4,000 PSI
1 1/2" R
COMPACTED #53 STONE
6" DIAMETER STANDARD
STEEL PIPE BOLLARD
NOT TO SCALE
4"
1-
Lam..
2 —0
6"
100" CgA.
NOTE: ALL STRIPES TO BE 4" PAINTED WHITE
PAINTED HANDICAP
SYMBOL DETAIL
NOT TO SCALE
`0
3" COVER—,
(MINIMUM)
ArAmmirra
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TOOLED EDGE
6" OF TOP SOIL
#4 RE —BAR
COMPACTED
SOIL BACKFILL
STRAIGHT CONCRETE CURB DETAIL
NOT TO SCALE
WHITE PAINT SKY BLUE PAINT
4 #53
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COMPACTED
6" NO. 53 COMPACTED STONE
12" SUBGRADE COMPACTED TO
95% OF A STANDARD PROCTOR
Q
0
0
SUITABLE
BACKFILL
COMPACTED
IN 4" LIFTS.
Y
It i s
A v
6"
MIN.
HEAVY DUTY ASPHALT
PAVEMENT SECTION
NOT TO SCALE
LIGHT DUTY ASPHALT
PAVEMENT SECTION
NOT TO SCALE
NOTE: TACK COAT TO BE PLACED BETWEEN ALL HMA LAYERS.
HAMILTON COUNTY ARTERIAL ROAD
PAVEMENT SECTION
MICHIGAN ROAD
NOT TO SCALE
NOTE: TACK COAT TO BE PLACED BETWEEN ALL HMA LAYERS.
HAMILTON COUNTY COLLECTOR ROAD
PAVEMENT SECTION
106TH STREET
NOT TO SCALE
6 "x6 W2.9xW2.9 WWF
7" CONCRETE PAVEMENT
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11
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1 a 4 i
a
4 q 4 1 a 1
b
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CONCRETE PAVEMENT SECTION
NOT TO SCALE
18"
14
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STONE 1 C V i "5 O
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6"
COMBINED CONCRETE
CURB GUTTER (TYPE II
NOT TO SCALE
1 1/2" NO. 110 SURFACE
4" NO. 8 BINDER
6" NO. 53 STONE
12" SUBGRADE COMPACTED TO
95% OF A STANDARD PROCTOR
1" NO. 11B SURFACE
2" NO. 8 BINDER
6" NO. 53 STONE
12" SUBGRADE COMPACTED TO
95% OF A STANDARD PROCTOR
1 1/4" 75 kg /m2 QC /QA HMA Surface 9.5mm
2 3/4" 165 kg /m2 QC /QA HMA Intermediate 19.Omm
4" 240 kg /m2 QC /QA HMA Base 25.Omm
3 2/3" 220 kg /m2 HMA Base 25.Omm
4" 240 kg /m2 QC /QA HMA Base 25.Omm
12" SUBGRADE COMPACTED TO
95% OF A STANDARD PROCTOR
1" H —A Surface
4" HA BINDER
12" NO. 53 STONE
(3 LIFTS MIN.)
12" SUBGRADE COMPACTED TO
95% OF A STANDARD PROCTOR
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MEDIUM BROOM FINISHED
WITH CONCRETE CURRING
COMPOUND.
•r Alb
MIN.
3—
z
w
w
a
COMPACTED
SUBGRADE
AT PAVEMENT
AT PAVEMENT
3 MIN.