SWA000150_Plansheet C201 - Proposed Conditions_Site Plan_20220624

NOTES
1. ALL SITEWORK SHALL BE IN ACCORDANCE WITH ALL LOCAL,
STATE, AND NATIONAL REGULATORY STANDARDS AND ALL
REQUIREMENTS IN THE PROJECT TECHNICAL SPECIFICATIONS.
2. SINGLE-PHASE CONSTRUCTION.
3. ALL WORK MUST BE PERFORMED BY A NORTH CAROLINA LICENSED
CONTRACTOR.
4. 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
5. 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
— —
SETBACK LINE
— —
RIGHT OF WAY LINE
— —
PROPOSED SIGHT TRIANGLE
PROPOSED HEAVY DUTY PAVEMENT
PROPOSED LIGHT DUTY PAVEMENT
PROPOSED CONCRETE SIDEWALK
\ \ PROPERTY LINE (TYP)
\
PAMELA O. MOORE \ \ \ \
PARCEL #: 12014 / O PROPOSED 27'x18' LOADING AREA \ \
DB 55G PG 792
PROPOSED LOADING RAMP \ \
(SEE DETAIL D2.12)
PROPOSED CONCRETE PAVEMENT \ \ \
(TYP) (SEE DETAIL D2.08) \ \
PROPOSED STRIPING (SEE DETAIL D2.12)
PROPOSED RETAINING WALL
(TYP) (DESIGN BY OTHERS)
PROPOSED LIGHT DUTY ASPHALT
PAVEMENT (TYP) (SEE DETAIL D2.06)
PROPOSED HEAVY DUTY ASPHALT J /
PAVEMENT (TYP) (SEE DETAIL D2.07)
PROPOSED EDGE OF PAVEMENT (TYP)
PROPOSED 9'x20'
PARKING SPACE (TYP)
PROPOSED STRIPING (TYP)
(PER MUTCD STANDARDS)
PROPOSED WHEEL STOP (TYP)
PROPOSED WHEEL STOP (TYP)
(SEE DETAIL D2.11)
OLD G ILBERTTOWN ROAD
PUBLIC - A5PIJALT (5R # 1539)
(5EE NOTE #7 REGARDING
PUBLIC VVV)
PROPOSED
2 - 9'x20' ADA PARKING SPACES (TYP)
1 - 10' WIDE VAN -ACCESSIBLE LOADING AISLE
2 - HANDICAP PARKING SIGNS (SEE DETAIL D2.04)
6 - BOLLARDS (SEE DETAIL D2.12)
NOTES:
-HC SYMBOLS TO NOT BE STRIPED
PROPOSED SIGN (BY OTHERS)
PROPOSED TURN DOWN CONCRETE SIDEWALK
(WIDTH VARIES) (TYP) (SEE DETAIL D2.01)
/ 20.0
/
25.5'
138.4' / /
2.0'
/
/
R5.0' ­��
JOANNE WALLER
PARCEL #: 1939704
DB 550 PG 317
PROPOSED PRIVACY FENCE
(SEE DETAIL D2.13)
EXISTING WOODED BUFFER TO REMAIN (CONTRACTOR TO REMOVE UNDERBRUSH
AND NUISANCE VEGETATION) (CONTRACTOR TO SUPPLEMENT EXISTING
VEGETATION WITH EVERGREEN TREES AS NEEDED TO MAINTAIN VISUAL BARRIER)
PROPOSED SEPTIC AREA
(DESIGNED BY OTHERS)
/
/
/
/
/
/
/
/ 1 /
/ 101.0'
oN /
/
/
/
/
/
\J PROPOSED BILLBOARD SIGN TO
BELOCATED ON PROPERTY
PROPOSED 5'X5' CONCRETE
PAD AT EXIT.
PROPOSED 12' RIGHT TURN LANE
(SEE CROSS SECTION ON C922)
US h IGHWAY G4
PUBLIC - A5PNALT
(5EE NOTE #7 REGARDING
PUBLIC RIM
EXISTING EDGE OF PAVEMENT (TYP)
PROPOSED 10'x70' NCDOT SIGHT TRIANGLE (TYP)
PROPOSED CONNECTION TO EXISTING ROAD
(CONTRACTOR TO PROVIDE SMOOTH TRANSITION
AND NOTIFY ENGINEER AFTER FORMING BUT
PRIOR TO POURING CURBS AND PAVEMENT)
DEVELOPMENT DATA
OWNER/DEVELOPER:
CONTACT:
CIVIL ENGINEER:
CONTACT:
SURVEYOR:
CONTACT:
PROJECT DATA
O`
0
O�ti TF115
�0 5URVEY
VICINITY MAP
(NOT TO SCALE)
O�
THE BROADWAY GROUP, LLC
P.O. BOX 18968
HUNTSVILLE, ALABAMA 35804
ROBERT M BROADWAY
[phone]
CIVIL DESIGN CONCEPTS, P.A.
168 PATTON AVENUE
ASHEVILLE, NC 28801
JESSE GARDNER, P.E.
[phone]
MCABEE & ASSOCIATES, PA
PO BOX 1768
FAIRVIEW, NORTH CAROLINA 28730
J. BARRY WEST, PLS
[phone]
PIN:
1636703
ADDRESS:
TBD US HWY 64, RUTHERFORDTON, NC
DEED BOOK/PAGE:
903/307
SITE ACREAGE:
2.33 ACRES
ZONING:
SFR1
SETBACKS:
FRONT:
35' (FROM ROW)
SIDES:
12'
REAR:
15'
DISTURBED AREA: 1.77 AC
BUILDING DATA:
BUILDING
DESCRIPTION
HEIGHT GFA
BUILDING A
RETAIL
18, 10,680 SF
IMPERVIOUS CALCULATIONS:
IMPERVIOUS
PERVIOUS
PRE -DEVELOPMENT:
0.00 ACRES (00%)
2.33 ACRES (100%)
POST -DEVELOPMENT:
0.79 ACRES (667.)
1.54 ACRES (34%)
LANDSCAPING REQUIREMENTS: SEE LANDSCAPE PLAN
SOIL TYPE
PaC2
SOIL GROUP:
B
A WETLANDS EVALUATION WAS CONDUCTED ON JUNE
15, 2022, BY W. BRANDON FULTON, LSS, PSC, PWS,
ENVIRONMENTAL PRINCIPAL, ECS SOUTHEAST, LLP.
BASED ON HIS FINDINGS, MR. FULTON DETERMINED
THAT NO WETLANDS ARE LOCATED ON THIS SITE.
CDC INSPECTIONS HOTLINE:
828-71-4755 OR INSPEC'T10N(5,}C'DC'G0.C'OM
Know what's below.
Call before you dig.
NORTH
SITE PLAN
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
I inch = 30 ft.
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