HomeMy WebLinkAboutC2.1 Site PlanNO.
DATE
REVISION DESCRIPT ON
1
09/10/04
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the
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The recipient of these materials
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SITE ADDRESS:
FOUNTAINS
CARMEL DRIVE
DRIVE AND AM WAY
INDIANA
THE
502
CARMEL
CARMEL,
SCALE 1 20'
DATE 7/28/04
DESIGNED BY: Him
DRAWN BY: HwR
CHECKED BY: DwF
FIELD BOOK it N/A
FILE NAME: 0424DP.dwg
DRAWING TITLE
SITE
PLAN
SHEET NO:
C2 .i
R3.18'
R3.54'
WA/
O a;'
d
X! S Tit C Q U 1L. t 4
TYP.
20.0
HANDICAP SYMBOL
0
0
40.38'
T /PAVING
:4
,.4
a
I-
0
0
N
9.00'
TYP
R3.42'
CONC. WA
TYP.
31.36'
8" DIA. PIPE
FILLED Al CONC
(PAINT SAFETY Y C L .OW
FURN. BY STEEL CONTR.
INST. BY CONC. CONTR.
CONC. WASH
1'-6" DIA.
CONC. FOOTING
#6 X 1' -2" LONG
REINF. BAR E.W.
8.00'
R3.42'
STEEL BOLLARD FOUNDATION
T
8.00'
Al&
Ad 1
Eli
MI= In _III
HEE =WA
Ingra
8.00'
35.29'
co
N
8.00' 8.00'
5.00'
PVM'T.
CIO
co
N
a
5.00'
R3.42'
R9.25'
23.66'
Air .111W
R34.25'
8.43'
r VAN
ACCESSIBLE J
0
O
0
O
0
O
II 11111S11I►
E),(1STitG
8.46'
5.00'
5.00'
0.5' O.D. MAX.
CONC. WASH
0
0
BOLLARD N
7.50'
79.76'
GALVANIZED STEEL SIGN
GALVANIZED STEEL POST
6" (O.D.) DIA. GALV.
PIPE FILLED W/ CONC.
(PAINT SAFETY YELLOW)
FURN. BY STEEL CONTR.
INST. BY CONC. CONTR.
HANDICAP SIGN DETAIL
CONC. WASH
BOLLARD
5.00'
1'-6" DIA.
CONC. FOOTING
#6 X 1' -2" LONG
REINF. BAR E.W.
8.42'
8.45'
5.00
ADDITIONAL SIGN REQ'D.
AT VAN ACCESSIBLE
SPACES ONLY
R34.25'
23.38'
R0.50'
K
8.00'
2' CHAMFER
END OF CURB
(TYP.)
R9.25'
0 40:
0
44'„
8.00' 8.00'
5.00'
52.45'
At
Il li i 1th -M!
5' -0" CONCRETE WALK
winswassmormisaiiimmwar
umptatipauslettmmtattomposim
ON SITE
COMPACT SUBGRADE
TO 90% ASTM D -1557
w
A
NOTES:
1. ALL FACILITIES FOR THE DISABLED SHALL
CONFORM WITH THE AMERICANS WITH DISABILITIES
ACT AND ALL REVISIONS.
D o o q,
2. THE CHARACTERS AND THE BACKGROUND
OF SIGNS SHALL BE EGGSHELL, MATTE, OR
OTHER NON -GLARE FINISH. CHARACTERS AND
SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND.
LIGHT CHARACTERS ON DARK BACKGROUND ARE
PREFERED.
3. CONTRAST LEVELS OF SYMBOLS TO BACKGROUND
TO BE A MINIMUM OF 70%.
100' -0"
0
0
9.00'
8.00'
5.00'
TRANSVERSE --t
EXPANSION
JOINTS
R3.42'
8 COMPACTED
AGGREGATE BASE
INDOT SECTION 303
19.71'
11111 I
1 1 /2" INDOT SECTION 403 HOT
ASPHALTIC CONCRETE SURFACE #11
165 /SYD
2 -INDOT SECTION 403
HOT ASPHALTIC
CONCRETE #9
BINDER 220# /SYD
TYPICAL PAVEMENT SECTION
.I I
CURB JOINT DETAIL
R3.42' R3.42'
27.86'
OF
PAVEMENT
BACK OF
CURB
PAVEMENT
2' CURB TAPER
TOP OF CURB
CO
f
35.96'
PLAN VIEW
TOP OF
CURB
SCALE: 3/4" 1' -0"
PAVEMENT BOTTOM OF CURB
TRANSVERSE CONTRACTION JOINTS
ELEVATION
18.00' ai l
TYP.
0
Or
oi
I--
TYP.
I I is _I I I
24"
D°
2' -O"
WNW Wri WSW
41_■• 40■41!■40'
R3.42'
Xf
ASPHALT
PAVEMENT
(SEE SPECS.)
CONCRETE STRAIGHT CURB
a
CD
CLEARANCE SIGN DETAIL
SITE DATA TABLE
PARKING REMOVED:
9'X20'
HANDICAP
VAN ACCESSIBLE
TOTAL:
PARKING REPLACED
9'X18'
HANDICAP
VAN ACCESSIBLE HANDICAP
TOTAL:
24 Space s)
4 Space s
HANDICAP 4 Space s
32 Space(s)
15 Space(s)
6 Space(s)
2 Space(s)
23 Space(s)
PROPOSED LEGEND
NUMBER OF PARKING SPACES
HANDICAP PARKING SPACE
RELOCATED AREA LIGHT
CD
D CD
CD
CD
CLEARANCE T
PAINTED MESSAGE
CONCRETE BASE
SITE CONCRETE
ASPHALT PAVEMENT
SITE PLAN LABEL LEGEND
CANOPY (SEE ARCH. PLAN)
CANOPY COLUMN (SEE ARCH. PLAN)
6" CONCRETE CURB
4" PAINT STRIPE
LANDSCAPING
FOUNTAIN (SEE ARCH. PLAN)
CONCRETE SIDEWALK (SEE DETAIL)
RELOCATED AREA LIGHT
CONCRETE PARKING BUMPER
HANDICAP PARKING SIGN
CLEARANCE BAR
1. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS.
2. ALL BUILDING COOR AN
DINATES ;D /OR DIMENSIONS ARE TO OUTSIDE OF FOUNDATION
WALLS.
PAVEMENT DIMENSIONS TO TO EDGE OF PAVEMENT, BACK OF CURB AND TO FACE
OF CONCRETE WALK.
ALL CONSTRUCTION 'WITHIN PUBLIC STREET RIGHT -OF -WAY SHALL BE PERFORMED
IN ACCORDANCE WITH CURRENT "STANDARDS FOR STREET AND BRIDGE DESIGN AND
CONSTRUCTION" AS PUBLISHED BY THE CITY OF CARMEL DEPARTMENT OF
TRANSPORTATION.
SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS,
CONTRACTION JOINTS AND PERPENDICULAR SIDEWALKS AT 5' INTERVALS OR LESS
WITH A CONTRACTION JOINT EVERY 20 FEET OR LESS.
EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTIONS WITH
STOOPS, CURBS, AND OTHER WALKS.
4" PVC 1/2 FILLED w/ SAND CAPPED
18" MIN
15
6" STANDARD PIPING
FLANAGE BOLT TO
BASE 4 X 6" "L"
BOLTS
EXIST. GRADE
20' 10'
20'
40'
SITE ENGINEER:
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