HomeMy WebLinkAbout2.2 Site Plan 2 of 2F.F.E.= 903.25
CURB RAMP
SEE NOTE 12
RETAINING WALL
F.F.E. 903.90
BLDG. 5
F.F.E. 903.45
72.15'
30.88'
34.88'
R4 5
F.F.E. 903.10
LDG. 14
28.42'
72.33'
BLDG. 13
F.F.E. =903.10
BLDG. 16
F.F.E. 903.10
34.69'
RN
RETAINING WALL
BLDG. 12
26.5'
4 10
F.F.E.= 903.90
BLDG. 10
71.63'
31...DG. 1
F.F.E. 903.90
GRENVILLE STREET
'PROPOSED 5' WALK 4
RETAINING WALL
PROPOSED. 5' WALK
F.F.E.= 903.90
CURB RAMP
SEE NOTE 12
90' R/W
ALL DIMENSIONS SHOWN ARE MEASURED TO THE BACK OF CURB, AND FACE OF INTEGRAL CURB
WALK, UNLESS OTHERWISE SHOWN
DIMENSIONS TO THE BUILDING ARE MEASURED TO THE EXTERIOR OF THE FOUNDATION WALL UNLESS
OTHERWISE SHOWN.
BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE. REFER TO RECORDED PLATS
AND SURVEYS FOR ADDITIONAL PROPERTY INFORMATION.
REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND DETAILS.
PARKING SPACE STRIPES SHALL BE 4 INCHES WIDE. YELLOW OR WHITE STRIPES SHALL BE
PROVIDED AT OWNER'S PREFERENCE UNLESS OTHERWISE SHOWN.
SEE SHEETS 3.2 3.3 FOR DETAILS REFERENCED ON THIS SHEET.
TRANSVERSE EXPANSION JOINTS ARE TO BE PROVIDED IN CONCRETE SIDEWALKS AND COMBINED
WALKS /CURBS WHERE SHOWN AND AT INTERVALS NOT TO EXCEED 12 X THE WIDTH OF THE WALK.
EXPANSION JOINTS SHALL BE INSTALLED IN CONCRETE PAVEMENTS AND WALKS AT ALL LOCATIONS
WHERE PAVEMENTS AND WALKS ABUT A VERTICAL SURFACE SUCH AS A CURB, WALL, COLUMN, ETC.
10. CONTRACTION JOINTS SHALL BE PROVIDED AT EQUAL INTERVALS BETWEEN EXPANSION JOINTS IN
CONCRETE WALKS. INSTALL CONTRACTION JOINTS AS SHOWN BUT IN NO CASE AT INTERVALS
GREATER THAN 1.5 X THE WIDTH OF THE WALK.
11. UNLESS OTHERWISE SHOWN, PERMANENT SIGNS SHALL BE MOUNTED ON A SINGLE U- CHANNEL
DRIVE POST DRIVEN 42 INCHES BELOW GRADE. THE BOTTOM EDGE OF THE SIGN SHALL BE 6 FEET
ABOVE THE NEAREST PAVEMENT EDGE ELEVATION.
12. CURB RAMPS TO BE INSTALLED AT LOCATIONS SHOWN. ALIGN RAMP W/ EXISTING DEPRESSED CURB.
SITE PLAN LEGEND
UNE TYPE SYMBOL
DESCRIPTION
BUILDING SETBACK UNE
EASMENT LINE
RIGHT OF WAY LINE
BOUNDARY UNE
CENTER LINE
RETAINING WALL
PA 5
CONTROL JOINT
EXPANSION JOINT
KEYWAY JOINT
DETAIL AND SHEET
REFERENCE
PROPOSED SIGNS
PARKING SPACE COUNT
UNE TYPE SYMBOL
DESCRIPTION
0 4%,
c
v•
CURB RAMP
SEE NOTE 12
J
fr
UNIVERSITY CRESCENT
i
cJ
EJ
KJ
3
NOTES:
SEE EXISTING CONDITIONS PLAN FOR EXISTING SITE FEATURES LEGEND.
*BENCHMARK DATA
PROJECT BENCHMARK:
USGS BENCHMARK
CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT
EAST SIDE HOOVER RD. -100' SOUTH
OF CLARIDGE FARM ENTRANCE.
ELEVATION 893.39
"HOLEY MOLEY SAYS CALL
AT LEAST TWO FULL
WORKING DAYS BEFORE
YOU DIG IT'S THE LAW
CU -1 CU -9
CHAIRBACK GURB AND GUTTER
CU 2
REVERSE SLOPED
CHAIRBACK CURB AND GUTTER
CU 8
CONCRETE STRAIGHT CURB
CU -5
VALLEY GUTTER
AC 1
ACCESSIBLE PARKING WITH
DEPRESSED CURB RAMP
AC 3
RETURNED CURB RAMP
PAVEMENT SECTIONS
PA
LIGHT DUTY ASPHALT SECTION
PA 1R
SECTION WITHIN THE R -0 -W
PA -2 PA -3
CONCRETE PAVEMENT SECTION
SITE BENCHMARK:
REBAR WITH PLASTIC CAP AT NORTHEAST MOST CORNER
OF BLOCK A OF VILLAGE OF WEST CLAY SECTION 3004
VILLAGE CENTER AT SOUTHWEST CORNER INTERSECTION OF
UNIVERSITY CRESCENT AND ACADEMY LANE.
ELEVATION 902.15
1 -800- 382 -5544
CALL TOLL FREE
1 -800- 428 -5200
FOR CALLS OUTSIDE OF INDIANA
0
Q f No.
1 PE19500055
STATE OF i
Q
OB
L
2001 1415.01
DATE:
12-03-2001
SCALE:
1 30'
SHEET No.
22