HomeMy WebLinkAboutSite Plan30'
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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
PRELI
MI
N
A
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Y
NOT
F
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CONS
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Fritz Engineering
Services, LLC
REVISIONS AND ISSUES BYDATE
CLIENT:
PROJECT:
PROJECT LOCATION:
GENERAL NOTES / LEGEND:
SECTION, TOWNSHIP, RANGE:
TAKE 5
QUICK LUBE
JRF CONSTRUCTION
233 E. 175TH ST.
WESTFIELD, INDIANA 46074
5/16/2019
1904001
9799 MICHIGAN RD.
CARMEL, INDIANA 46032
HAMILTON COUNTY
S7, T17N, R3E
SHEET NAME
SHEET NO.
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.C201
SITE PLAN
AF AF KG
KEY NOTES:
A1 RIGHT OF WAY PAVEMENT
(PER CARMEL STANDARDS, LOCAL ROAD)
A2 HEAVY DUTY ASPHALT
B LIGHT DUTY ASPHALT
C CONCRETE PAVEMENT
D CONCRETE WALK
E 6" CONCRETE CURB
E2 COMBINED CURB & GUTTER, TYPE II
F COMBINED CONCRETE CURB & WALK
G VALLEY CURB & GUTTER
H ADA RAMP
I 4" WHITE PAVEMENT STRIPING, TYP.
J ADA BLUE PAVEMENT STRIPING, TYP.
K PAVEMENT MARKING (AS SHOWN)
L LANDSCAPE AREA
(REF. LANDSCAPE PLAN)
M DUMPSTER ENCLOSURE
(REF. ARCH. PLANS)
N MATCH EXISTING PAVEMENT, CURB OR WALK
O EXISTING SIDEWALK/PAVEMENT TO REMAIN
P SIDEWALK TRANSITION
(PER INDOT DETAIL)
Q BICYCLE PARKING
(U-SHAPED, BLACK THERMOPLASTIC POWDER COATED)
S CURB TURNOUT
T FLUSH CURB / CURB TAPER
V MONUMENT SIGN
(REF. SIGNAGE PLANS)
NOTES:
XX
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 98TH ST. 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.
NOTE
REFER TO ARCHITECTURAL &
FOUNDATION PLANS FOR ALL
BUILDING DIMENSIONS.