C020.1_SITE_LAYOUT PROPOSED
OFFICE
3,500 SF
PROPOSED
RESTAURANT
4,000 SF
24 9
1.70 ACRES
X
X
X
XXX
WEST LINE
SW 1/4
SEC 6, T17N, R3E
HAMILTON COUNTY
78.69'
TEMPORARY SITE
BENCHMARK 2
W
W
W
W
1"=
SITE LAYOUT PLAN
30'030'
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ISSUANCES
REVISIONS
If this document is sealed and signed in a digital
or electronic format and is received from someone
other than the sealing professional identified in
the document, you must contact the sealing
professional in writing to validate authenticity of
the document. The sealing professional disclaims
the seal and signature and shall not be liable for
any liability associated with it where the
authenticity of any digital or electronic seal or
signature has not been validated in this manner.
NO.DATE DESCRIPTION
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DRAWN BY
PROFESSIONAL
PROJECT MANAGER
FILE NUMBER
CHECKED BY
CH
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70050012
JPM
REVISED PLANS FOR REVIEW
06/13/2019
PROPOSED
CHRISTIAN BROTHERS AUT
O
M
O
T
I
V
E
BLDG FOOTPRINT = 5,660 SFT
75'
SETBAC
K
5'
LANDSCAPE
BUFFER
10'
1
5
'
S
E
T
B
A
C
K
COMPRESSOR AND
DUMPSTER ENCLOSURE
PROPOSED INTERNAL
PARKING ACCESS
ROAD
M
I
C
H
I
G
A
N
R
O
A
D
(
U
S
-
4
2
1
)
R
E
D
D
R
D
.
CONNECTION TO
US-421 PUBLIC
SIDEWALK
REMAINING
TREE LINE
REMAINING
TREE LINE
PROPERTY LINE
PROPERTY LINE
5' SIDEWALKLANDSCAPE
ISLAND
R5
'
11
5
16
2
C2.1
SITE LAYOUT
PLAN
JRS
70050012
PAVEMENT LEGEND
BITUMINOUS
PAVEMENT
CONCRETE
SIDEWALK
HEAVY DUTY
CONCRETE
APRON
CALL 811 NOTE:
www.CALL811.com
CONTRACTOR TO CONTACT 811
SERVICE AT LEAST 3 WORKING
DAYS PRIOR TO CONSTRUCTION,
TO CONFIRM LOCATION OF
EXISTING UTILITIES. DIAL 811.
GENERAL SITE LAYOUT NOTES
TRANSFORMER PAD
ROAD ℄
5'
LANDSCAPE
BUFFER
BARRIER
FREE PARKING
R RL
1.ALL WORKMANSHIP AND MATERIALS SHALL BE ACCORDING TO THE CURRENT INDOT
STANDARD SPECIFICATIONS FOR CONSTRUCTION.
2.CONTACT "811" THREE (3) DAYS PRIOR TO THE START OF CONSTRUCTION,
EXCLUDING SATURDAYS, SUNDAYS, AND HOLIDAYS.
3.NO DIMENSION MAY BE SCALED. REFER UNCLEAR ITEMS TO THE ENGINEER FOR
INTERPRETATION.
4.DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS OTHERWISE NOTED AS B-B
(BACK TO BACK) OR E-E (EDGE OF METAL TO EDGE OF METAL).
5.CONTRACTOR TO PAINT STRIPE ALL PARKING SPACES SHOWN. PAINT COLOR TO BE
WHITE. BARRIER-FREE SPACES TO BE PAINTED BLUE.
6.UPON REQUEST, ELECTRONIC INFORMATION WILL BE PROVIDED FOR SITE LAYOUT
PURPOSES. CONTRACTOR SHALL REQUEST ALL INFORMATION IN WRITING
THROUGH PROGRESSIVE AE. LAYOUT OF ALL NEW CONSTRUCTION SHALL BE DONE
BY A LICENSED SURVEYOR.
7.ALL CONCRETE JOINTS SHALL BE TOOLED PER SPECIFICATIONS.
8.CONTRACTOR MUST RESTORE AND REPAIR ANY EXISTING CONDITIONS DISTURBED
BY CONSTRUCTION. THIS IS TO INCLUDE BURIED UTILITIES, LIGHTING,
LANDSCAPING, SPRINKLING, ETC.
9.ANY AREA DISTURBED BY CONSTRUCTION TO BE RESTORED TO CONDITION EQUAL
TO OR BETTER THAN BEFORE CONSTRUCTION BEGAN.
10.SIDEWALKS TO HAVE 2% MAX CROSS SLOPE AND 5% MAX SLOPE IN DIRECTION OF
TRAVEL.
11.REDD ROAD AND PROPERTY TO THE NORTH OF CHRISTIAN BROTHERS SITE WILL BE
DESIGNED BY CITYSCAPE RESIDENTIAL, LLC AND WOOLPERT AS PART OF THE
OVERALL "MICHIGAN ROAD RETAIL DEVELOPMENT".
APPROVED COMPACTED
SUBBASE
6" GRANULAR FILL
COMPACTED BASE
6" INDOT NO. 53
COMPACTED BASE
APPROVED COMPACTED
SUBBASE
4" CONCRETE
6" REINFORCED CONCRETE
#4 BARS AT 24" OC, EW
4,000 PSI
INDOT TACK COAT @ 0.15 GAL/SY
6" INDOT NO. 53 AGGREGATE BASE
1 1/2" (165 LB/SYD) INDOT TYPE 'B' HMA
WEARING COURSE, 9.5 mm ON
2" (220 LB/SYD) INDOT TYPE 'B' HMA
LEVELING COURSE, 19.0 mm ON
INDOT SUBGRADE TREATMENT, TYPE
1B OR 1C
ZONING AND LAND USE NOTESPAVING NOTES
1.PAVEMENT CONSTRUCTION TO BE PERFORMED IN ACCORDANCE WITH THE
INDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION.
2.MINIMUM 28 DAY COMPRESSIVE STRENGTH SHALL BE 4,000 PSI FOR ALL
EXTERIOR CONCRETE.
SLUMP RANGE: 3 INCHES TO 5 INCHES
AIR CONTENT: 5 PERCENT TO 8 PERCENT
3.PROVIDE SCORED CONTROL JOINTS AT 12 FEET MAXIMUM SPACING
4.JOINT LAYOUT SHALL FORM SQUARE PANELS. WHERE NOT PRACTICAL,
RECTANGULAR PANELS MAY BE USED IF THE LONG DIMENSION IS NO MORE
THAN 1.5 TIMES THE SHORT DIMENSION.
5.ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL
CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE
CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO
SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S
CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS,
REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW
THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE
EXISTING AND PROPOSED RIGHT-OF-WAY.
3
4
.
0
'
9
.
7
'
PUBLIC ROADBITUMINOUS
PAVEMENT
6" COMPACTED AGGREGATE #53 ON
1 1/2" (165 LB/SYD) INDOT TYPE 'B' HMA
WEARING COURSE, 9.5 mm ON
3" (330 LB/SYD) INDOT TYPE 'B' HMA
LEVELING COURSE, 25.0 mm ON
INDOT SUBGRADE TREATMENT, TYPE
1B OR 1C
2" (220 LB/SYD) INDOT TYPE 'B' HMA
INTERMEDIATE COURSE, 19.0 mm ON
NOTE: APPLY INDOT TACK COAT @ 0.15 GAL/SY BETWEEN EACH
HMA COURSE.
REDD ROAD EXTENSION,
BY WOOLPERT 24" ROLLED
CURB AND
GUTTER
PROPOSED
MONUMENT
SIGN, OUTSIDE
WM EASEMENT
(2) INVERTED
U BIKE
RACKS
R150
'
REDD ROAD EXTENSION,
BY OTHERS
20'
4
2
.
0
'
2
8
'
2
0
'
LANDSCAPE
ISLAND
R
1
0
0
'
R30'
B-B
R7.2'
B-B
TYPICAL
DIMENSIONS
ON BOTH SIDE
OF ROAD
HEAVY DUTY CONC
DRIVEWAY APPRON,
8" REINFORCED CONC
WITH 6" AGG BASE
176'
150' DEAD END RUN
30'
GREEN
B
E
L
T
25'
5
'
ALTERNATE
SIDEWALK
ALIGNMENT
R2
.
7
'
R3'
R5
'
R28'R28
'
24" CURB
AND GUTTER
6" CURB
2
0
'
9'
2
7
.
1
'
ZONE DISTRICT:B-3, 421-OL
ADJACENT ZONING:B-3, B-2, I-2, R-SF-3
PARCEL SIZE:1.23 ACRES (INCLUDES REDD ROAD EASEMENT)
LOT COVERAGE:0.72 ACRES (58.5 %)
PARCEL SIZE:1.08 ACRES (EXCLUDING REDD ROAD EASEMENT)
LOT COVERAGE:0.60 ACRES (55.6 %)
BUILDING FOOTPRINT:5,660 SFT
9 SERVICE BAYS
OFFICE / LOBBY
COMPRESSOR & DUMPSTER ENCLOSURES
LAND USE:COMMERCIAL - AUTOMOTIVE REPAIR
REQUIRED SETBACKS:
FRONT: 30 FT MIN - 120 FT MAX
SIDE: 15 FEET
REAR: 15 FEET
PARKING SETBACK 5 FEET
PARKING REQUIRED: 18 SPACES
9 SERVICE BAYS X 1 SPACE REQUIRED PER SERVICE BAY
PARKING PROVIDED:
STANDARD (9'X20'): 32
BARRIER FREE: 2
TOTAL SPACES: 34
BIKE PARKING REQUIRED:2
BIKE PARKING PROVIDED: 2
CITY OF CARMEL
COMMERCIAL
DRIVE CONCRETE
6" INDOT NO. 53
COMPACTED BASE
APPROVED COMPACTED
SUBBASE
8" REINFORCED CONCRETE
#4 BARS AT 24" OC, EW
4,000 PSI
R
R
2
8
'
B
-
B
CONCEPT DEVELOPMENT PLAN,
BY OTHERS
R15
0
'
56'
1'
5'6'
2'
14'
28'
R
3
0
'
B
-
B
8
'
5'
8'8'8'
SIDEWALK IN PUBLIC
ACCESS EASEMENT
CONSTRUCTION
LIMITS
AC CONDENSER