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NI,
DESCRIPTION
REVISION
DATE
NI,
1
COVER SHEET
2
C1
EXISTING SITE PLAN
3
C2
SITE DIMENSION PLAN
4
C3
SITE GRADING PLAN A.
5
C4
EROSION CONTROL PLAN
6
C5
LANDSCAPING PLAN
7
C6
DETAILS SPECIFICATIONS
8
07
LIGHTING PLAN
A EE's
NEIGHBORHOOD GRILL BAR
PART OF BLOCK D -WEST CARMEL CENTER
LOCATION MAP
INDEX
LEGAL DESCRIPTION
SITE
A part of Block D of West Carmel Center as per plat thereof recorded as instrument #200000057496 in Plat Cabinet 2, slide 515 in the records of Hamilton
County, Indiana and being located in the Northwest Quarter of Section 7, Township 17 North, Range 3 East in Clay Township, Hamilton County, Indiana being
bounded as follows:
Commencing at the Southeast corner of the Northwest Quarter of Section 7, Township 17 North, Range 3 East; thence North 00 degrees 25 minutes 52 seconds
West (assumed bearing) 691.98 feet along the East line of said Northwest Quarter to the Northwestern right of way line of Retail Parkway (ref: See the plat for
Block D of West Carmel Center recorded as instrument #200000057496 in Plat Cabinet 2, slide 515 in the records of Hamilton County, Indiana); thence South 53
degrees 53 minutes 18 seconds West, 298.61 feet along the northwestern right of way line of Retail Parkway to the southeastern corner of the 2.965 acre tract of
land described in the Warranty Deed recorded as instrument #200200022423 in said Recorder's Office and to the southeastern of the 1.000 acre tract of land
described in the Warranty Deed recorded as instrument #200200022424 in said Recorder's Office, the following seven (7) courses are along the boundary of said
2.965 acre tract of land; 1) thence North 36 degrees 06 minutes 42 seconds West, 208.66 feet along the eastern boundary of said 1.000 acre tract of land to its
northeastern corner and to the POINT OF BEGINNING of this description; 2) thence North 36 degrees 06 minutes 42 seconds West, 399.87 feet to the point of
curvature of a curve to the right, said point of curvature being South 53 degrees 53 minutes 18 seconds West, 212.00 feet from the radius point of said curve; 3)
thence northwesterly 21.13 feet along said curve to its point of tangency, said point of tangency being South 59 degrees 35 minutes 56 second West, 212.00 feet
from the radius point of said curve; 4) thence North 30 degrees 24 minutes 04 seconds West, 80.55 feet to the point of curvature of a curve to the left, said point of
curvature being North 59 degrees 35 minutes 56 seconds East, 188.34 feet from the radius point of said curve; 5) thence northwesterly 19.33 feet along said curve
to a point of compound curvature, said point of compound curvature being North 53 degrees 43 minutes 09 seconds East, 188.34 feet from the radius point of said
curve and being North 53 degrees 43 minutes 09 seconds East, 20.00 feet from the radius point of said compound curve; 6) thence northwesterly, westerly and
southwesterly 31.36 feet along said compound curve to its point of tangency, said point of tangency being North 36 degrees 06 minutes 42 seconds West, 20.00
feet from the radius point of said compound curve; 7) thence South 53 degrees 53 minutes 18 seconds West, 61.74 feet to the eastern right of way line of US 421
(Michigan Road) as per said plat; thence South 20 degrees 57 minutes 18 seconds East, 259.90 feet along said eastern right of way line of US 421 (Michigan Road)
to the point of curvature of a curve to the left, said point of curvature being South 69 degrees 02 minutes 42 seconds West 229,118.12 feet from the radius point of
said curve; thence southerly 299.87 feet along said eastern right of way line of US 421 (Michigan Road) to the northwestern corner of said 1.000 acre tract of land,
said point being South 68 degrees 58 minutes 12 seconds West, 229,118.12 feet from the radius point of said curve; thence North 53 degrees 53 minutes 18
seconds East, 217.91 feet along the northern boundary of said 1.000 acre tract of land to the POINT OF BEGINNING of this description containing 1.814 acres,
more or less.
MICHIGAN ROAD 106th STREET
TEMPORARY BENCHMARK CAPPED REBAR STAMPED "ACE"
AT SOUTHWEST CORNER OF PROPERTY.
ELEV. 891.03'
BENCHMARK INFORMATION
PREPARED FOR:
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APPLE AMERICAN GROUP
BROOKER BUILDING
10759 PEARL ROAD, SUITE 219
STRONGSVILLE, ''OHIO 44136
MICHAEL S. DEER, P.E.
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PROJECT DATA
ACREAGE: 1.814 AC.±
PROJECT AREA: 1.814 AC.±
ZONING: B -3
START CONSTRUCTION MARCH 03
END CONSTRUCTION: AUGUST 03
SITE
SITE MAP
PLANS PREPARED BY:
LEWIS E \GINEERING
a Deer Engineering, Inc. company
ENGINEERING SURVEYING PLANNING
3315 EAST MAIN STREET, SUITE D, PLAINFIELD, IN 46168
PHONE:(317)839 -2412 FAX:(317)839 -2437