NCC217012_Site Plan or Location Map_20211217

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ALL SITEWORK SHALL BE IN ACCORDANCE WITH ALL LOCAL,
STATE, AND NATIONAL REGULATORY STANDARDS AND ALL
REQUIREMENTS IN THE PROJECT TECHNICAL SPECIFICATIONS.
SINGLE-PHASE CONSTRUCTION.
ALL WORK MUST BE PERFORMED BY A NORTH CAROLINA LICENSED
CONTRACTOR.
TO SCHEDULE THE REQUIRED INSPECTIONS ON ALL WORK, CALL
THE CIVIL DESIGN CONCEPTS INSPECTIONS HOTLINE AT
828-771-4755, OR EMAIL AT INSPECTIONSOCDCGO.COM.
FAILURE TO SCHEDULE INSPECTIONS MAY RESULT IN UNCOVERING
OR REDOING WORK
CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE
EXACT LOCATION AND ELEVATION FOR ALL UTILITIES PRIOR TO
CONSTRUCTION; AND TO NOTIFY ENGINEER OF ANY CONFLICTS OR
DISCREPANCIES. THE LOCATION OF SOME UTILITIES SHOWN ON THE
PLANS HAVE BEEN APPROXIMATED. ALL BURIED UTILITIES HAVE
NOT BEEN SHOWN ON THE PLANS AND IT IS THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THEIR LOCATION PRIOR TO
CONSTRUCTION.
6. CONTRACTOR SHALL PROTECT EXISTING SITE FEATURES (SHOWN
TO REMAIN) AND NEWLY COMPLETED WORK DURING
CONSTRUCTION. ANY DAMAGE INCURRED DURING OR RESULTING
FROM CONSTRUCTION ACTIVITY IS THE RESPONSIBILITY OF THE
CONTRACTOR AND IS TO BE REPAIRED IN ACCORDANCE WITH
APPLICABLE STANDARDS OF APPROPRIATE AGENCIES AT THE
CONTRACTOR'S EXPENSE.
7. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT
LEAST 72 HOURS BEFORE CONSTRUCTION ACTIVITY IS TO BEGIN.
THE CONTRACTOR SHALL NOTIFY ULOCO AT 1-800-632-4949 OR
811, 72 HOURS BEFORE CONSTRUCTION BEGINS.
8. SIDEWALKS SHALL BE CONSTRUCTED IN ORDER TO PROVIDE
POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES. A MAXIMUM
OF 5% SIDEWALK/CROSSWALK LONGITUDINAL SLOPE IS PERMITTED.
A MAXIMUM OF 1/4" PER FOOT SIDEWALK/CROSSWALK CROSS
SLOPE IS PERMITTED. ANY SIDEWALK/CROSSWALK INSTALLED
WITH A STEEPER SLOPES SHALL BE REMOVED AND REPLACED AT
CONTRACTORS EXPENSE.
9. ALL RADII LISTED ARE FROM FACE OF CURB UNLESS OTHERWISE
NOTED. ALL PARKING LOT RADII ARE 3' UNLESS OTHERWISE
NOTED.
10. ALL ROAD/PARKING LOT IMPROVEMENTS, STRIPING AND SIGNAGE
SHALL BE IN ACCORDANCE WITH THE LATEST MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICE (MUTCD). CONTRACTOR MAY
USE A PAINT SUITABLE FOR ASPHALT APPLICATION IN LIEU OF
THERMOPLASTIC WITH PRIOR APPROVAL FROM THE ENGINEER.
11. CURB END TREATMENT TO BE APPLIED TO ALL CURB ENDS. REFER
TO CURB END TREATMENT DETAIL.
12. PROPOSED ROADS TO BE PRIVATE. NCDOT IS NOT RESPONSIBLE
FOR ANY ROAD MAINTENANCE.
SITE LEGEND
PROPERTY LINE
RIGHT OF WAY LINE
PROPOSED SIGHT TRIANGLE
PROPOSED HEAVY DUTY PAVEMENT
PROPOSED LIGHT DUTY PAVEMENT
PROPOSED CONCRETE SIDEWALK
SITE
VICINITY MAP
(NOT TO SCALE)
DEVELOPMENT DATA
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OWNER/DEVELOPER: THE BROADWAY GROUP, LLC
P.O. BOX 18968
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HUNTSVILLE, ALABAMA 35804
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CONTACT: ROBERT M BROADWAY
[phone]
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CIVIL ENGINEER: CIVIL DESIGN CONCEPTS, P.A.
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168 PATTON AVENUE
ASHEVILLE, NC 28801
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CONTACT: JESSE GARDNER, P.E.
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SURVEYOR: OWENS SURVEYING, PLLC
19 FORGA PLAZA LOOP
WAYNESVILLE, NORTH CAROLINA, 28786
CONTACT: RICHARD M. OWENS, JR., PLS
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PROJECT DATA
PIN: 554000827785
ADDRESS: HWY 64W, HAYESVILLE, NORTH CAROLINA
DEED BOOK/PAGE: 00308/0074
SITE ACREAGE: 1.87 ACRES
ZONING: N/A
DISTURBED AREA: 1.39 AC
BUILDING DATA:
BUILDING DESCRIPTION HEIGHT GFA
BUILDING 1 RETAIL 18' 10,680 SF
IMPERVIOUS CALCULATIONS:
IMPERVIOUS PERVIOUS
PRE -DEVELOPMENT: 0.00 ACRES (0%) 1.87 ACRES (100%)
POST -DEVELOPMENT: 0.74 ACRES (40%) 1.13 ACRES (60%)
SOIL TYPE EvD, Ud
SOIL GROUP: B, C
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OF PAVEMENT (TYP) _ _ (WIDTH VARIES) (TYP) (SEE DETAIL D2.01)
I 95.0'
R45.0'
v R40.0' ----------- - = U a cwn
— ! 12.0' PROPOSED
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2 = 9'x20' ADA PARKING SPACES (TYP)
1 10' WIDE VAN -ACCESSIBLE LOADING AISLE i 5-�OS �ooaaa��j�c%
2 - HANDICAP PARKING SIGNS (SEE DETAIL D2.04) p
4 - BOLLARDS (SEE DETAIL D2.12) N
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CDC INSPECTIONS HOTLINE:
828-771-4755 OR [e-mail]
Know what's below.
Call before you dig.
NORTH
SITE PLAN
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DRAWN BY: DMS
CDC PROJECT NO.: 22154
XXX PERMIT NO. xxx
3a o 15 GRAPHICSCALE 120 I
SHEET
( IN FEET )
1 inch = 30 ft.
C201