HomeMy WebLinkAboutC101 Site PlanS8950'55"W
20.00'
40.00'
12.00' 8.5
80.00'
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19.03'
11.60'
20.00'
2.00
24.00'
PROPOS
CENTER
D SHOPPING
IGN
20.00'
5 GREENBELT
5' GREENBELT
14.00'
5.50
89°50'55"E
S89°50'55"W
325.0' (D
323.85
TP.4-4 rt 11
STRE I
sub ..perty (.)es not
ed Federal Ernerge.ncy Mainage
No.. 180081 U th
c)1L hydrant ip.ear
Flood Hazard
yvt-n on Flood
y 1.9, 1981._
-ea as
rner as shown.
Elevation 818.98
1 --TRASH ENCLOSURE
TO MATCH BLDG.
LEGEND
0 2' Chairback Curb Gutter
2' Chairback Curb w/out Gutter
Concrete Curb Walk
0 Typical Pavement Section
Concrete Pavement Section
0 Handicap Ramp
Landscape Area
Concrete Median
0 Sidewalk Ramp
CD Pavement Marking
9'x20' Parking Spaces
8'x22' Parking Spaces
iA\ 9'x20' Handicap Parking Spaces
LAND DESCRIPTION
(Instrument #9809812751)
Part of the Southeast Quarter of Section 31, Township 18 North, Range 4 East,
Hamilton County, Indiana, more particularly described as follows:
Beginning at a point on the South line of said 1 /4 Section; distant 1263.95 feet,
measured South 89 degrees 50 minutes 55 seconds West along said South line from
the Southeast corner of said 1 /4. Section; running thence South 89 degrees 50 minutes
55 seconds West and along said South line 325.0 feet to the center line of New
State Road No. 431; thence North 0 degree 15 minutes 05 seconds West and along
said center line 39.10 feet to the P.C. of a curve to the right, said curve having a
radius of 19098.91 feet and a delta angle of 5 degrees 35 minutes 30 seconds;
thence northerly along said curve and along the center line of said Road 250.90 feet;
thence North 89 degrees 50 minutes 55 seconds East parallel with the South line of
said 1/4 Section 323.85 feet; thence South 0 degree 09 minutes 05 seconds East
290.00 feet to the point of beginning.
24"
COMPACTED SUBGRADE
2' CONCRETE CHAIRBACK CURB
AND GUTTER (Type 11)
PARKING REQUIRED
RETAIL:
1 Space Per 200 SF
TOTAL:
PARKING PROVIDED
REGULAR:
HANDICAP:
TOTAL:
"IT'S THE LAW"
CALL 2 WORKING DAYS BEFORE YOU DIG
1-800-382-5544
CALL TOLL FREE
PER INDIANA SLATE LAW I5-69-1991.
ASSUMED NORTH I G A N F y T I H N E G L T u O NDE X R C G A R T N E ID
SCALE: 1 LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
GENERAL NOTES
1. ALL RADIUS AND OTHER DIMENSIONS FOR 2'
CHAIRBACK CURB STANDING CURB ARE
TO FACE OF CURB.
2. IT SHALL BE THE RESPONSIBILITY OF EACH
SUBCONTRACTOR TO VERIFY ALL EXISTING
UTILITIES AND CONDITIONS PERTAINING TO THE
PHASE OF WORK. IT SHALL ALSO BE THE
SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT
THE OWNERS OF THE VARIOUS UTILITIES FOR
PROPER STAKE LOCATION OF EACH UTILITY
BEFORE WORK IS STARTED. THE SUBCONTRACTOR
SHALL NOTIFY IN WRITING THE OWNER AND THE
ENGINEER OF ANY CHANGES, OMISSIONS OR
ERRORS FOUND ON THESE PLANS OR IN FIELD
BEFORE WORK IS STARTED OR RESUMED.
3. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS
WITH LOCAL GOVERNING AUTHORITIES.
4. TEMPORARY TRAFFIC CONTROL DURING
CONSTRUCTION TO CONFORM TO APPLICABLE
LOCAL AND STATE STANDARDS.
5. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WTH APPLICABLE
0.S.H.A. STANDARDS FOR WORKER SAFETY.
6. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE
OUTSIDE OF BUILDING FOUNDATION WALL.
7. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS.
8. SERVICE WALKS SHALL BE NON—REINFORCED
CONCRETE 4" THICK AND WIDTH AS INDICATED ON
PLANS.
9. EXPANSION JOINTS ARE TO BE PLACED AT ALL
WALK INTERSECTIONS AND BETWEEN WALKS AND
PLATFORMS. 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' OR LESS.
10. EXPANSION JOINTS ARE TO BE PLACED EVERY
20' ALONG CURBS.
11. ALL UNMARKED CURB RADII ARE TO BE 3'
TO FACE OF CURB.
PARKING DATA
EXISTING ZONING: B-3 Business
1" 9.5mm HMA SURFACE
3" 25mm HMA BINDER
8" #53 COMPACTED STONE BASE
PREPARED SUBGRADE PER INDOT No. 201
TYPICAL PAVEMENT SECTION
HOLEY MOLEY SAYS
DON'T
DIG
BLIND'
42 Spaces
42 Spaces
42 Spaces
2 Spaces
44 Spaces
PEN
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VAL
DATE: 6/18/04
THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. (2004)
•MINIMINIMINOMINIMININMEDWORMINISIIIIMI1
Schneider
THE SCHNEIDER CORPORATION
Avon Office
6845 East U.S. 36
Suite 500
Avon, IN 46123
Telephone: 317.272.0108
Fax: 317.272.0412
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering
DRAWING FILES:
P. \41(\4912\002\dwys\C101—C104.dwg
Xrefs: P: \4k \4912\001 \dwgs\4912001L.dwg
P:\40912\002\dwgs\4912002BS.dwg
P: \4k\4912\001\dwgs\TOP0.dwg
DATE:
6/1 8/04
DRAWN BY:
DBS
PROJECT NO.:
4912.002
CHECKED BY:
SHEET TITLE:
SITE PLAN