HomeMy WebLinkAboutC201 SITE PLANTR
HY DW
757.
6757.7
HOPEWELL PKWY.
(LOCAL, 2-LANE, 46' R/W)
INST. # 2008043635
E. 146th ST.
(PRIMARY ARTERIAL, 5-LANE, VARIABLE R/W)
S85°17'03"E 172.80'S00°00'00"E 245.82'S90°00'00"W 172.21'
MW
7'LANDSCAPE ESMT
INST. # 2008043644N00°00'00"E 260.02'FALCON NEST II, LLC
INST. # 2011063056
PROPOSED 1.00 ACRES
15' UTILITY ESMT
INST. # 2008033173
DON RIGO PROPERTIES, LLC
INST.# 2017002435
ASPHALT PATH
///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////PROPOSED
VETERINARY CLINIC
1-STORY
5,970 SF ±
GAS
METER
CT 20'25'20'5'11 SPACES @ 9' = 99'
5 SPACES @ 9' = 45'
4 SPACES @ 9' = 36'
8'8'8.49'23'9'
14.28'5'21'16.19'25'21.57'
5.31'
5'
6.7'
12'5'R5'R1
0
'
R3'R3'R3'R3'R3'R8'R15'
R26'
R8'R3'R15'R30'
R
5
'R3'R3'R3
'R3'
R5
'R5'
R
5
'
R5'
R5'R5'R30'R30'52'4.03'15.19'5'5'23'9'R3'R3'26.2'±
21'9.35'25'11.84'
80.3'±80.8'±25.79'54.3'±51.3'±
PROPOSED 26'
INGRESS/EGRESS
& UTILITY ESMT.
13'13'119.9'±119.4'±A A
A
A
B
BB
A
C
D
D
E
E
G
H
H
H
I
I
G
G
G
G
LL
L
L
L
L
M
N
O
S
S
P
L
F1 F1
F3
F1
F1
F2
A1
K K
L
L
S
K
F3
REMOVE 89.1' EX. CURB FOR NEW DRIVE. SAWCUT EX. PAVEMENT FOR
CLEAN EDGE. PATCH ASPHALT, AS NECESSARY.
R
12'
YELLOW DOG
VETERINARY
CLINIC
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:
GENERAL NOTES / LEGEND:
SECTION, TOWNSHIP, RANGE:
COOLER DESIGN, INC.
9135 NORTH MERIDIAN ST. STE A1
INDIANAPOLIS, INDIANA 46260
1/13/2021
2004002
E. 146TH ST. & HOPEWELL PKWY.
CARMEL, INDIANA 46033
HAMILTON COUNTY
NE 1
4 , S23 , T18N, R4E
SHEET NAME
SHEET NO.APPROVAL P
E
N
DI
N
G
NOT F
O
R
CONST
R
U
CTI
O
N
C201
SITE PLAN
--------
--------
--------
--------
----
----
----
----
AF AF KG
00 20'40'
SCALE: 1" = 20'
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
D COMBINED CONCRETE CURB & WALK
E CONCRETE WALK
F1 6" CONCRETE CURB
F2 VALLEY CURB & GUTTER
F3 CONCRETE CURB & GUTTER
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)
Q FLUSH CURB / CURB TAPER
R MONUMENT SIGN
(REF. SIGNAGE PLANS)
S FENCE/SCREEN WALL
(REF. ARCHITECTURAL PLANS)
NOTES:
XXALL 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
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.
NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER
MANAGEMENT PERMIT.F:\2020\2004002 - Yellow Dog Vet\02 Civil\Plans\C201.dwg, C201, 1/15/2021 4:45:50 PM, Ashton Fritz, DWG To PDF.pc3, ANSI full bleed D (34.00 x 22.00 Inches), 1:1