HomeMy WebLinkAboutC201 Site PlanSITE DATA TABLE
Site Zoning OM /M F
Project Area 0.89 Acres
Building Area 11,160 Sq. Ft.
Street Level 7,080 Sq. Ft.
Upper Level 4,080 Sq. Ft.
PARKING REQUIRED PER USES:
RATIO:
RESTAURANT 17 (1: 2.5 Seats) 7 Space(s)
Employee 3 (1:1) 3 Space(s)
AUTOMOTIVE SERVICE CENTER 14 Space(s)
Service Bays 7 (2: 1)
UPPER LEVEL
Residential Units 3 (1: 1) 3 Space(s)
OFFICE /RETAIL LEASABLE SPACE
3,630 S.F. (1:600) 7 Space(s)
TOTAL:
9' X 18' 34 Space(s)
HANDICAP 2 Space(s)
PARKING REQUIRED PER OM /MU ZONING:
RATIO:
LEASABLE SPACE 19 Space(s)
11,160 S.F. (1:600)
PARKING PROVIDED:
9' X 18' 38 Space(s)
HANDICAP 2 Space(s)
SITE ENG/NEER.•
NO.
DATE
REVISION DESCRIP17ON
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CONfDEVTI4UTY STATEMENT,•
The recipient of these materials understands that
copyright in the materials is owned by IEI, and also,
that the materials contain priviledged and confidential
business information of IEI. Accordingly, the recipient
agrees to retain these materials in strict confidence
and agrees not to disclose these materials to any
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the materials. The recipient agrees to use the
materials only for the limited purpose for which 1E1
has made the materials available, and recipient agrees
to return all materials to IEI either upon completion of
the intended purpose or upon the request of IEI,
whichever comes first.
SITE ADDRESS:
811 WEST
MAIN STREET
CARMEL,
IAI
GUILFORD
INDIANA
STREET
ROAD
SCALE. 1 20'
DATE 01/30/04
DESIGNED BY D GP
DRAWN 8Y M E C
CHECKED BY D GP
,L7aD BOOK N /A
fl[E NAME. 0335DP.dwg
DRANK TITLE
SITE
PLAN
SHEET N0.'
C20 1
8" SPLITFACE CONC.
BLOCK ABOVE GRADE
CONCRETE PAD
(6) 4" 0 STL POST 7' LG,
BURIAL DEPTH, FILLED WITH
CONCRETE 6" CONC.
CURB
HN
GRADE
0
CO
1
T
z
8"
16"
1
1 1 1 1 1
1 1 1 1 1 1
CONC. PAD'
8" CONC.
BLOCK
BELOW
GRADE
z
8" SPLITFACE CONC.
BLOCK ABOVE GRADE
I I I I I I I I
12' -0"
1 1 1 1
TRASH PAD DETAIL
W /CONCRETE BLOC'< WALL
6 "X6" 6/6 WWF
SECTION "A"
20' -0"
8" WIDE
THICKENED SLAB
co
a;
N
2' -0" WIDE
THICKENED PAVEMENT
SEE PVM'T
DETAIL
2 #6X 11' -8 4 "OC
REACTION PAD 6" CONC.
6X6 -6/6 WWF
8„
2'— 0.,
12.73'
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DRY DETENTION
R20.00' R20.00'
(R
5.00
11.56'
W
S 90'00'00" W 181.01'
5' C0RICRETE SIDEWALK
N 90'00'00" W 100.00'
PROPOSED R/W
24.00
4
LDING
SETBACK
F
rr
MAIN STREET
N 89'48'52" E 219.43'
7
33"
—L
z
33"
LAND DESCRIPTION:
Oil MO aM.
Part of the West Half of the Southwest
Quarter of Section 25, Township 18 North,
Range 3 East in Hamilton County, Indiana,
more particularly described as follows:
Part of the West Half of the Southwest
Quarter of Section 25, Township 18 North,
Range 3 East, thence South on and along
the East line of said West Half 200.78 feet,
thence West parallel with the North line of
said West Half 260.00 feet, thence North
parallel with the East line of said West Half
220.78 feet to the North line thereof, thence
East on and along aforesaid North line
260.00 feet to the place of the beginning,
containing 1.32 acres, more or less.
4' I
BUILDING
SETBACK II
0
Ct
0
0
!.L
0
40' ASSU ED
EXISTINIG 1 /2 R/W
R20.00'
R20.00'
NOTES
CF3)
(6)
1. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS.
7,080 S.F. PROPOSED BUILDING FOOTPRINT
6" CITY OF CARMEL CONCRETE CURB
OUTDOOR ENCLOSED STORAGE
CONCRETE BLOCK BRICK SCREENING WALL
TRASH ENCLOSURE
KEYSTONE RETAINING WALL
CONCRETE APPROACH
ASPHALT DRIVE
CONCRETE PARKING BUMPERS
PAINTED PAVEMENT DIRECTIONAL MARKINGS
CONCRETE DUMPSTER PAD
AREA LIGHT
4" CONCRETE SIDEWALK
INTEGRAL WALK AND CURB
6" CONCRETE CURB
CONCRETE TRANSFORMER PAD
HANDICAP RAMP
2' PAINTED STOP BAR
PAVEMENT MARKINGS
LANDSCAPING
CONCRETE CURB TURNOUT
8" STONE BOLLARD
PROPOSED LEGEND
NUMBER OF PARKING SPACES
HANDICAP PARKING SPACE /ENTRY
SITE CONCRETE
ADJACENT ZONING
PAVEMENT WITHIN PUBLIC R/W
STANDARD SITE PAVEMENT
BUILDING SETBACK LINE
7. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTIONS WITH
STOOPS, CURBS, AND OTHER WALKS.
0
B.S.L.
RIGHT OF WAY R/W
3. ALL RADII SHALL BE 5 FEET AS MEASURED TO BACK OF CURB (UNLESS NOTED
OTHERWISE ON PLANS).
M /Mr
2. ALL BUILDING COORDINATES AND /OR DIMENSIONS ARE TO OUTSIDE OF FOUNDATION
WALLS.
4. PAVEMENT DIMENSIONS ARE TO EDGE OF PAVEMENT, BACK OF CURB AND TO FACE
OF CONCRETE WALK.
5. ALL CONSTRUCTION WITHIN PUBLIC STREET RIGHT —OF —WAY SHALL BE PERFORMED
IN ACCORDANCE WITH CURRENT STANDARDS, SPECIFICATIONS, REQUIREMENTS
OF THE CITY OF CARMEL ENGINEERING AND STREET DEPARTMENTS
6. SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS,
CONTRACTION JOINTS AND PERPENDICULAR SIDEWALKS AT 5' INTERVALS OR LESS
WITH A CONTRACTION JOINTS EVERY 20 FEET OR LESS.
INCHES
0
0' 10'
FEET
HNTED
2004
1 GHTNGINEERING
1"
20'
2"
40'
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00
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(4)
00
0
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00
S :1Projects103351dwg10335DP.dwg, 01/30/2004 09:45:10 AM, Cad2