HomeMy WebLinkAbout03100005 Construction Plans for National Bank of Indianapolis pg. 91
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DATE: 10/02/2003
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CHKD. BY: R R H
SCALE: NONE
DATE: 1 0/0 Zia 3
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PROJECT NUMBER
03-202
DESIGN PHASE
CONSTRUCTION
PLAN NUMBER
C7O
SHEET OF
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PAVEMENT
1 /2" FIBER
WITH S
a
4" #53 COMPACTED STONE
6" TOPSOIL
i
1j2" FIBER MATERIAL
TRANSVERSLE EXPANSION JOINTS
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7 s
TOOLED EDGE
6x6-WI .4xW 1.4 WWF
1 00'
5' -0" BETWEEN
TRANSVERSE JOINTS
40' -0" BETWEEN EXPANSION JOINTS (MAX.)
5' -0" UNLESS OTHERWISE NOTED
TOOLED CONTROL JOINT
1 /2" WIDE, MIN. 3/4" DEPTH
4" CONC. SLAB W/
BROOM FINISH
6x6 W 1.4xW 1.4xW.W.F.
///27////
5'
4" COMPACTED
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#53 STONE r a\ O r c�f Q I
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25'
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CONCRETE
4,000 PSI
#4 RE -BAR
4"
COMBINED CURB WALK DETAIL
NOT TO SCALE
25'
1" DEEP SAWED OR
)7-- TOOLED JOINT
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COMPACTED SUB GRADE
a
a
25'
MEDIUM BROOM FINISH
4"
SAWED OR TOOLED
TRANSVERSE CONTROL JOINTS
1" RADIUS TOOLED
ROUND EDGE
a P COVER
(MINIMUM)
Q a f #4 RE -BAR
COMPACTED #53
\�L STONE
TOP OF CURB
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MIN. TO
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STOP SIGN INSTALLED IN
LANDSCAPE AREA
MOVING
F EDGE
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FOOTING
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12"
TRAFFIC SIGNAGE
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ACCESSIBLE
HANDICAP PARKING
SIGN DETAIL
NOT TO SCALE
1
10"
V u
HANDICAP, NO PARKING SIGN
INSTALLED IN PARKING LOT.
HANDICAP LOCATIONS 2 -SIDED
WHERE STALLS FACING.
6" STEEL PIPE
FILLED W /CONCRETE
PAVING PAVEMENT
BASE` �T
4.0
4#
2" STEEL PIPE,
ROUND OR SQUARE,
SET IN CONCRETE
CONCRETE
FOOTING
CONCRETE CURB TAPERED
DOWN TO GRADE AT RAMP
GREEN ILLUMINATING TAPE (LETTERS)
BLUE ILLUMINATING TAPE (SYMBOL BLOCK)
WHITE ILLUMINATING TAPE (BACKGROUND)
GREEN ILLUMINATING TAPE (ARROW)
A'AVE.Ivi
SLOPE DOWN
12H:1 V (MAX)
CONCRETE
GREEN ILLUMINATING TAPE (BORDER)
"VAN ACCESSIBLE" TO BE NOTED FOR
SPACES DESIGNATED FOR THAT USE.
IF CLEARANCE BEHIND RAMP IS LESS THAN 48" THEN SIDE FLARES MUST HAVE A 1:12 MAX. SLOPE
CROWN CAP W/ CONC.
1" ABOVE TOP OF PIPE
6 "0 STD. STEEL PIPE
GALVANIZED PAINTED YELLOW,
FILLED W /CONCRETE.
2' -0 "0 x4' -0" OR 2' -0 "x
2'- 0 "x4' -0" CONC. FOOTING
SLOPE CONCRETE 1" ABOVE
FINISH W /STEEL TROWEL.
!•O\
COMPACTED #53 STONE
or
KT
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2' -O"
6" DIAMETER STANDARD
STEEL PIPE BOLLARD
NOT TO SCALE
CONCRETE
4,000 PSI
1 1/2"
3" COVER----..
(MINIMUM)
v
1
f
12"
SAND
BACKFILLED
a
WHITE PAINT
PAINTED HANDICAP
SYMBOL DETAIL
NOT TO SCALE
NOTE: ALL STRIPES TO BE 4" PAINTED WHITE
10
#4 RE -BAR
STRAIGHT CONCRETE CURB DETAIL
NOT TO SCALE
Q4 •Y '1
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f
COMPACTED
SOIL BACKFILL
1
TOOLED EDGE
6" OF TOP SOIL
SKY BLUE PAINT
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to
a
0
SUITABLE
BACKFILL y/ A.
COMPACTED
IN 4" LIFTS.
4 #53 COMPACTED STONE V`<
ip
6" NO. 53 COMPACTED STONE
12" SUBGRADE COMPACTED TO
95% OF A STANDARD PROCTOR
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HEAVY DUTY ASPHALT
PAVEMENT SECTION
NOT TO SCALE
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NOT TO SCALE
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V
a
96-r_P
18"
LIGHT DUTY ASPHALT
PAVEMENT SECTION
NOTE: TACK COAT TO BE PLACED BETWEEN ALL HMA LAYERS.
HAMILTON COUNTY ARTERIAL ROAD
PAVEMENT SECTION
MICHIGAN ROAD
NOT TO SCALE
1 1/4" 75 kg /m2 QC /QA HMA Surface 9.5mm
2 3/4" 165 kg /m2 QC /QA HMA Intermediate 19.0mm
4" 240 kg /m2 QC /QA HMA Base 25.0mm
j 3 2/3" 220 kg /m2 HMA Base 25.0mm
'\`'2 //2 /7
//s,
4" 240 kg /m2 QC /QA HMA Base 25.0mm
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
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
NOT TO SCALE
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4
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12" SUBGRADE COMPACTED TO
95% OF A STANDARD PROCTOR
12" SUBGRADE COMPACTED TO
95% OF A STANDARD PROCTOR
V 71/ i' 7 7
VA V A v VA
6" NO. 53 STONE
6" NO. 53 STONE
CONCRETE PAVEMENT SECTION
COMBINED CONCRETE
CURB GUTTER (TYPE II) 0 6
NOT TO SCALE C7.0
6"
MIN.
1 1/2" NO. 11B SURFACE
4" NO. 8 BINDER
1" NO. 118 SURFACE
2" NO. 8 BINDER
MEDIUM BROOM FINISHED
WITH CONCRETE CURRING
COMPOUND.
IIIIN IMEr
4'
COMPACTED
SUBGRADE
TRANSVERSE JOINT
8 STEEL PIPE