HomeMy WebLinkAboutC201 SITE PLANN 00°30'47" W 654.27'55.02'
N 00°37'13" W
N 73°44'4
5
"
E
1
3
1
.
2
3'
N 25°44'45" E
23.39'
Domain Zionsville, LLC
INSTRUMENT No. 2011-9711
Church LC-MS, INC
INSTRUMENT No. 1995-50146
Advent Evangelical Lutheran
BENNETT TECH. PARK
LOT 3, P.B. 21, PAGE 11
BLOCK A
BENNETT TECHNOLOGY PARK
BOONE COUNTYHAMILTON COUNTYN 00°30'47" W 212.53'S 16°15
'44"
E 193.78
'15' D.S. & U.E.5'
N
.A.E
.S.& P
.H.E
.N 00° 30'47" W - 306.35'L=123.34'
,
R=300.00', D=23d33'23"58.07'L2 L1L3L5L4
L6
SIGN EASEMENT
L1 S 16°15'44" E 38.46'
L2 S 73°44'45" W 16.53'
L3 S 16°15'15" E 15.00'
L4 S 73°44'45" W 20.00'
L5 N 16°15'15" W 15.00'
L6 N 73°44'45" E 20.00'
S0°30'47"E 91.86'
L:133.62
R:325.00'
Δ:23°33'23"S26°15
'17"E
52
.77
'
S0°30'47"E 12.04'S26°15
'15"E
94
.22
'
L:43.64
R:25.00'
Δ:99°59'23"
S73°44'
4
0
"
W
1
8
0
.
2
6
'
N61°15'15"W 23.41'N16°15'44"W 436.40'N85°00'45"E 237.92'
56,628 sq.ft.
LOT 1
BLOCK A
INSTRUMENT No. 2017003738
87,105 sq.ft., 2.000 Ac. +/-
INSTR. 201100008813 (BOONE CO.)
0.074 Ac. +/-5'
N.A.E
.S.& P
.H.E
.
PROPOSED
MULTI-TENANT
BUILDING
1-STORY, 11,000 GSF
DO NOT ENTER
DUMPSTER
ENCLOSURE////////////////////////////
/
/
/////
/
/
/
/////////////////////////////////
/////////////////////////////////DO NOTENTERDO NOT
E
N
T
E
R DO NOTENTERSTOPSTOP60' BSL
60'
F
.S
.L.
15' BSL 30' BSL & GREENBELTPROPO
S
E
D
BUILDIN
G
1-STORY
,
2
,
0
0
0
G
S
FDUMPSTERENCLOSURE
MICHIGAN ROAD (US 421)BENNET
T
P
A
R
K
W
A
Y
(VAR. R
/
W
)REDD ROAD
(60
'
R
/W
)REDD ROAD(50' R/W)BOONE COUNTYHAMILTON COUNTYG
9,522 GSF15' D. & U.E./////////////
//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
/////
//////////
/
////////////
/
////
/
////
/
///////
/
/
/
/
////////////////
//DRIVETHRUONLYDRIVETHRUONLYCTSTOPSTOP12 SPAC
E
S
@
9
'
=
1
0
8
'
5 SPACE
S
@
9
'
=
4
5
'12 SPACES @ 9' = 108'8 SPACES @ 9' = 72'10 SPAC
E
S
@
9
'
=
9
0
'14 SPACES @ 9' = 126'5 SPACES @ 9' = 45'23'5'12'11.08
'3'23'9'
23'18'25'23'
9.5'18'23'18'5'5'
5'
18'
23'
18'
9.08'
R1.
5
'
R2'R3'R3'
R3'
R3'
R1.5'7.41'
R15'R1.5'
R10'R15'R15'R15'R3'R
1
.
5
'
R15'
R15'
R1
5
'8'9'5'
5'
5'
R1
5
'
R3'5'9'REMOVE EX.
ROLL CURB
FOR RAMP
CONSTRUCTION
13.36'FIELD ADJUST WALK AROUND EX.
HYDRANT. ADJUST EX. HYDRANT
VALVE TO FINISHED WALK GRADE.5'26.19
'
28'
64.82'
28'
64.66'
2 SPACE
S
@
9
'
=
1
8
'
39.3'±96.1'±96.2
'±
94.8'±
25.17'8'8'2 SPACES @ 9' = 18'8'8'8'9'9'
A
A
A
A
C
A
B
B
B
B
D D
D
F1
E
E
E
D
F4
F3
F3
F3
F4
E
F3
F1F2
F2
G
G
H
H
I
J
J
G
G
G
K
K
K K
L
L
L
L
L M
M
N
Q
Q
Q
Q
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C
C
G
G
A1
A1
K
F3
F3
F3
F3
F3
K
E
K
PROTECT EX. SIGN & LIGHTS
THROUGHOUT CONSTRUCTION.
RELOCATE ELECTRICAL
SERVICE/TRANSFORMER.
O
O
O
O
P
G
G
E
GJ
R
66.1'±
95.4'±10.08
'
R3'
U
U
V
V
V
R5'
62.7'183.7'
4'
4'
71'27.9
'2.5
'
38.3'±
4'
4'
4'
4'
4'
4'
25' 12 R/W
9'R15'P
P2 9'R10'W2
W1
W2
W1
C
10'
13'
5' FLUSH
WALK TH
R
O
U
G
H
5' FLUSH
WALK THR
O
U
G
H
J
G
G
FUTURE OFFSITE
CROSSWALK
BY OTHERS71.17
'
5'
R15'14.83'14.35
'
11150 N.
M
I
C
H
I
G
A
N
R
D
.
11100 N. MICHIGAN RD.
G
D
E
10'13'R10'R3'R3'R15'R3'
R9
'
R20'
F121.67'
38.52'RAMPRAMPRAMPE
E
PROJECT NO.
CHECK:DRAWN:
PLAN DATE:
DESIGN:
STATE OF
No.
PE10707583 OO14020 Mississinewa Drive
Carmel, Indiana 46033
P: 317.324.8695 F: 317.324.8717
www.Fritz-Eng.com
ashton@Fritz-Eng.com
Fritz Engineering
Services, LLC
REVISIONS AND ISSUES BYDATE
CLIENT:
PROJECT:
PROJECT LOCATION:
PROJECT TEAM:
SECTION, TOWNSHIP, RANGE:
THE
AVENUE
AT BENNETT FARM
JDF DEVELOPMENT
11710 PEBBLEPOINTE PASS
CARMEL, INDIANA 46033
11/18/2020
200905
11100 & 11150 N. MICHIGAN RD.
CARMEL, INDIANA 46077
HAMILTON COUNTY
SW 1
4, S6, T17N, R3E
SHEET NAME
SHEET NO.
C201
SITE PLAN
1.REV. PER TAC 1/4/2021
2.REV. PER PC CMMNTS 1/21/2021
3. REV PER CARMEL TAC 2/11/2021
4. ISSUED FOR SDR 2/25/2021
3. ISSUED FOR BID 2/26/2021
4. REV. PER CARMEL CMMTS 3/9/2021
5.REV NORTH DR/PARKING 3/28/2021
AF
AF
AF
AF
AF
AF
AF
AF AF KG
00 30'60'
SCALE: 1" = 30'
N
"IT'S THE
LAW"
R
Know what's below.
Call before you dig.
2 WORKING DAYS BEFORE YOU DIG.
KEY NOTES:
A1 RIGHT OF WAY PAVEMENT
(PER CARMEL DETAIL 10-22)
A LIGHT DUTY ASPHALT PAVEMENT
B HEAVY DUTY ASPHALT PAVEMENT
C CONCRETE PAVEMENT, TYPE 2
D COMBINED CONCRETE CURB & WALK
E CONCRETE WALK
F1 6" CONCRETE CURB
F2 VALLEY CURB & GUTTER
F3 CHAIRBACK CURB & GUTTER
F4 6" CONCRETE CURB WITH CONCRETE ISLAND
G ADA RAMP
(PER INDOT DETAIL)
H 4" WHITE PAVEMENT STRIPING, TYP.
I ADA BLUE PAVEMENT STRIPING, TYP.
J PAVEMENT MARKING (AS SHOWN)
K MATCH EXISTING PAVEMENT, CURB, OR WALK
L LANDSCAPE AREA
M DUMPSTER ENCLOSURE
(REF. ARCH. PLAN)
N EXISTING SIDEWALK/PAVEMENT TO REMAIN
O SIDEWALK TRANSITION AT DRIVE
(PER INDOT DETAIL)
P BICYCLE PARKING
(U-SHAPED, BLACK THERMOPLASTIC POWDER COATED)
P2 BICYCLE PARKING
(BUILDING MOUNTED BIKE RACK, REF. ARCH.)
Q FLUSH CURB / CURB TAPER
R MONUMENT SIGN
(REF. SIGNAGE PLANS)
S EXTENDED CURB/RETAINING WALL
T CONCRETE WHEEL BLOCK
U DECORATIVE LANDSCAPE PLANTERS
(COORDINATE TYPE/SIZE WITH OWNER)
V OUTDOOR SEATING
(COORDINATE TYPE/SIZE WITH OWNER)
W1 DRIVE THROUGH CLEARANCE HEIGHT BAR
(COORDINATE TYPE/SIZE WITH ARCH/TENANT SPECS.)
W2 DRIVE THROUGH MENU BOARD/ORDER PEDESTAL
(LOOP DETECTOR REQUIRED AT ORDER STATION. COORDINATE
TYPE/SIZE WITH ARCH/TENANT SPECS.)
NOTES:
XX
SITE DEVELOPMENT SUMMARY TABLE
ZONING CLASSIFICATION,
CITY OF CARMEL B-3, US 421 OVERLAY
PARCEL SIZE 2.07 Ac. ± (BLOCK A)
REQUIRED PROVIDED
MIN. STREET FRONTAGE N/A
MIN. LOT WIDTH 100 FT 180 FT
MIN. LOT AREA 10,000 SF 87,000 SF ±
MAX. BLDG HEIGHT 35' MAX.30' MAX.
MAX. LOT COVERAGE 80%72%
BUILDING SETBACKS
FRONT 60' - BENNETT PKWY, REDD ROAD
30' MICHIGAN ROAD
38'
91'
SIDE 0'N/A
REAR 15' (CORNER LOT, NO REAR YARDS)N/A
PARKING SETBACKS
FRONT 30' - MICHIGAN ROAD
10' BENNETT PKWY & REDD ROAD
28' MICHIGAN RD
6' REDD RD
SIDE 0'N/A
REAR 15' (CORNER LOT, NO REAR YARDS)N/A
BUFFERYARDS /
GREENBELTS
FRONT 30' GREENBELT ALONG MICHIGAN ROAD 28'
SIDE N/A
REAR N/A
PARKING REQUIRED, SF
1 PS PER 80SF - DRIVE THROUGH RESTAURANT
1 SP / 2.5 SEATS + 1 SP / EMPLOYEE - RESTARAUNT
1 SP / 200 SF - RETAIL SALES
PARKING REQUIRED
DRIVE THROUGH RESTAURANT 3,000 SF / 80 = 37.5
RETAIL 10,000 SF / 200 = 50
= 88 TOTAL REQUIRED SPACES
71 STANDARD
+ 6 ADA SPACES
77 TOTAL SPACES
BICYCLE PARKING
REQUIRED
4 AT MULTI-TENANT BLDG
2 AT SINGLE TENANT BLDG
MULTI-TENANT BUILDING -
SITE - 4 (TWO INVERTED 'U' LOOPS)
BUILDING - 2 BUILDING MOUNTED
SINGLE TENANT BUILDING -
SITE - 4 (TWO INVERTED 'U' LOOPS)
NOTE:
1.
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.
CARMEL ENGINEERING DEPT. NOTE
BOTH DRIVEWAY ENTRANCE OFF OF REDD RD. WILL REQUIRE SAW CUTS PER CITY OF CARMEL
STANDARDS. ALL CURB CUTS MUST BE SAW CUT TO THE NEAREST JOINT PAST THE REQUIRED
LIMITS OF THE CURB REMOVAL.
DRIVEWAY ENTRANCE SAW CUT NOTE
ALL CONCRETE PIPE JOINTS SHALL BE CONTINUOUS O-RING RUBBER GASKET CONFORMING TO
ASTM C 443
NOTE
18 " OF VERTICAL SEPARATION MUST BE MAINTAINED FOR ALL UTILITY CROSSINGS.
REFER TO ARCHITECTURAL & FOUNDATION PLANS FOR ALL BUILDING DIMENSIONS.
ALL SIDEWALKS CONSTRUCTED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL COMPLY WITH
STANDARD CITY OF CARMEL AND/OR INDOT DETAILS.
SIDEWALK
NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER
MANAGEMENT PERMIT.