NCC230039_Site Plan or Location Map_20230106

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18" FES
INV: 52.0
W/5'Xlo'X12" ED
----OUTLET STRUCTURE
(SEE DETAIL)
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CI#5 /
M: 55.65 /
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RHGC INVESTMENTS INC. y M: 55.65
PARCEL #: o9-1182 c INV: 51.8 /
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DB 1590, PG 925 0
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56.7
DUMPSTER PAD & ENCLOSURE
(SEE DETAIL)
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O'REILLY
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AUTOMOTIVE PRIVATE PUMP STATION /
STORES, INC. (PERMITTING BY OTHERS)
PARCEL #: 09-1478
DB 1703, PG 646
5642 S NC HWY 41
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WOOD, FRANCES B. & HUS WOOD, ROBERT A.
DB 196o, PG 863
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NI RIM: 55.5 i
"RIGHT TURN ONLY" SIGNS
WATER TAP WITH METER & TOWN
OF WALLACE APPROVED
BACKFLOW PREVENTOR (BY
OTHERS)
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OVERALL PROJECT SITE DATA
PIN #:
ZONING:
PROJECT ADDRESS
CURRENT OWNERS:
O IIAP N ROAD-
TOTAL ACREAGE IN PROJECT BOUNDARY
2" WATER SERVICE
(36" MIN. BURY)
PROPOSED STORMWATER FACILITY
TOB: 56.o
NP: 52.4
FP: 53.9
BTM: \
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18" FES
INV: 51.3
W/5'Xlo'X12" ED
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SDMH#1 \/ /
RIM: 56.o
INV: 51.4 v
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CROWN COURT, LLC
PARCEL #: 09-779
DB 16ti_q. PG 420
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1\DUMP STATION \ \ \
ACKAGE) \ \ \
PROPOSED ON -SITE IMPERVIOUS AREAS:
CAR WASH SITE
FUTURE OIL CHANGE SITE
TOTAL:
d_ 1 A T T A T A C1 T T C1 TT1T! T\ A 1T1 A_
33o604829441
HB
110 MURRAY LN
WALLACE, NC 28466
DAVID, G. PHILLIP
1516 DAWSON ST
WILMINGTON NC 28401
±86,383 S.F. (1.98 AC.)
39,000 S.F.
11,000 S.F.
50,000 S.F. (57.9%)
MIN. LOT SIZE:
lo,000 S.F.
PROPOSED LOT SIZE:
±61,114 S.F.
MIN. LOT WIDTH:
75'
PROPOSED LOT WIDTH:
168.o8'
PROPOSED USE:
CAR WASH
BUILDING SIZE:
3,515 S.F. (ROOF)
BUILDING HEIGHT:
t16'/1 STORY (40' MAX PER ZONING)
BUILDING SETBACKS:
FRONT: REQUIRED= 40' (20' to parking) PROPOSED= 6o'
SIDE: REQUIRED= 15'
PROPOSED= 48'L/85'R
REAR: REQUIRED= 3o' To Res.
PROPOSED= 191'
PROPOSED ON -SITE IMPERVIOUS AREAS:
BUILDING
3,515 S.F.
CONCRETE PARKING AREA
26,500 S.F.*Includes entire shared easement drive*
CONCRETE SIDEWALK, C. & G.
8,810 S.F.
FUTURE
175 S.F.
TOTAL:
39,000 S.F. (63.8%)
PARKING REQUIRED: (1 space per 375 square feet of gross floor area.)
MIN (3,515 GFA):
9 SPACES (1 H.C.)
PARKING PROVIDED=
/lTT "Ww A T !1T CITr T A T A _
25 SPACES (2 H.C.)
MIN. LOT SIZE: lo,000 S.F.
PROPOSED LOT SIZE: ±25,269 S.F.
MIN. LOT WIDTH: 75'
PROPOSED LOT WIDTH: 186.56'
PROPOSED ON -SITE IMPERVIOUS AREAS:
FUTURE DEVELOPMENT 11,000 S.F. (43.5%)
\ \ DEVELOPMENT NOTES:
\ \ \ \ 1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH TOWN OF WALLACE ZONING ORDINANCE.
\ \ \ \ 2. PROJECT SHALL COMPLY WITH ALL FEDERAL, STATE & TOWN OF WALLACE REGULATIONS.
\ / FIRE & SAFETY NOTES:
1. PROPOSED BUILDING WILL NOT BE SPRINKLED
10' X 70' NCDOT \ \ / / 2. PARKING AND LANDSCAPING CANNOT BLOCK FIRE HYDRANTS.
\SIGHT TRIANGLE \ / 3• ALL WEATHER ACCESS ROAD MUST BE MAINTAINED AROUND CONSTRUCTION SITE AT ALL TIMES.
/
/ / / / UTILITY NOTES:
PIT \ // 1 EXISTING WATER AND SANITARY SEWER SERVICES ARE CURRENTLY AVAILABLE TO THE SITE FROM TOWN OF
2" G.V. \\ �� - / WALLACE PUBLIC MAINS.
/ 2. ALL PROPOSED UTILITY SERVICES, SUCH AS ELECTRIC POWER, CATV, GAS & TELEPHONE SHALL BE INSTALLED
��ALL UNDERGROUND.
c EA / 3. ALL WATER & SEWER UTILITIES TO BE INSTALLED PER TOWN OF WALLACE TECHNICAL SPECIFICATIONS &
� // ' STANDARDS.
4. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF EXISTING UTILITIES DURING
0v �� / CONSTRUCTION. CALL NC811 AT 811 OR 1-800-632-4949• CONTRACTOR IS RESPONSIBLE FOR THE REPAIR AND
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REPLACEMENT OF ANY UTILITIES, CURB &GUTTER, PAVEMENT, ETC. THAT MAY BE BE DAMAGED DURING
CONSTRUCTION. DAMAGED ITEMS SHALL BE REPAIRED TO AT LEAST THE QUALITY OR WORKMANSHIP
FOUND IN THE ORIGINAL ITEM.
5. SOLID WASTE DISPOSAL BY PRIVATE DUMPSTER SERVICE.
/ GENERAL TRAFFIC NOTES:
15" PPES # 1 / 1. ALL TRAFFIC CONTROL SIGNS AND PAVEMENT MARKINGS OFF THE R/W TO BE MAINTAINED BY THE PROPERTY
\INV: 53 65 / i OWNER IN ACCORDANCE WITH MUTCD STANDARDS.
/
y IN V' 53.65 ED 2. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS -OF -WAY AND FOR DRIVEWAYS ARE TO BE THERMOPLASTIC AND
MEET NCDOT STANDARDS.
\
NCDOT SDMH#1 3. ALL SIGNS AND PAVEMENT MARKINGS OFF RIGHT OF WAY ARE TO MEET/BE MAINTAINED TO MUTCD (MANUAL
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/ 11,E ON UNIFORM TRAFFIC CONTROL DEVICES) STANDARDS.
RIM' 56'5 / O 7. ALL PROPOSED VEGETATION WITHIN SIGHT TRIANGLES SHALL NOT INTERFERE WITH CLEAR VISUAL SIGHT
p INV' 53.8 I1 ��g4 LINES FROM 30" TO lo'.
/
44 y�g NCDOT STRIPING LEGEND
4 \\ TA= THERMOPLASTIC (4"WHITE go MIL) EDGELINE
\ TD= THERMOPLASTIC (4" WHITE 120 MIL) MINI SKIP 3'-9' SPACING
NCDOT NOTES:
1. CONTRACTOR SHALL COMPLY WITH NCDOT STANDARD SPECIFICATIONS FOR PAVEMENT MARKINGS. STD
\1o' X lo' RECEIVING PIT 1205.05
'ER & SAW -CUT AND RESTORE \ 2. CONTRACTOR SHALL CONTACT TRAFFIC SERVICES (910-341-2000) FOR STRIPING LAYOUT.
ED ASPHALT TO EX. CONDITIONS. \ \ 3• CONTRACTOR SHALL COMPLY WITH USDOT PART VI STANDARDS AND GUIDES FOR TRAFFIC CONTROLS FOR
\ \ TIE TO EX. SSFM HIGHWAY MAINTENANCE.
\ \
W/ 2" T.S.&V. \
MILL 1' IN FROM EXISTING
TRAVEL LANE
(SEE PLAN VIEW
5.5" B25.DC
NOTE:
1. PAVEMENT MARKINGS SHALL BE DONE
BY CONTRACTOR TO NCDOT STANDARDS
±37'
2' PAVED
SHOULDER
U GRASSED
11III=III=
-III-III
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NCDOT PAVEMENT WIDENING SECTION
R/W
LEGEND
PROPERTYLINE
- -
ADJOINERS
RIGHT OF WAY
- - - - -
- - - -
EX. EDGE OF PAVEMENT
- - - - -
- - - -
BUILDING SETBACKS
EXISTING DITCH
W
EXISTING WATER MAIN
FM
EXISTING SANITARY SEWER FORCE MAIN
W
WATER LINE
SS
SANITARY SEWER LINE
FM
SANITARY SEWER FORCE MAIN
EXISTING FIRE HYDRANT
RUNOFF DIRECTION
50.35
SPOT ELEVATION
ENERGY DISSIPATOR
CURB INLET
■
DROPINLET
STORM DRAIN MANHOLE
PROPOSED PAVEMENT WIDENING
PROPOSED MILL & OVERLAY
30' 15 o' 30' 6o'
Scale: 1"=30'
VICINITY MAP (NOT TO SCALE):
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CLIENT INFORMATION:
Rinse & Roll, LLC
943 Baldwin Park Dr.
Wilmington, NC 28411
DRAWN: JAE
SHEET SIZE:
24 X 36
CHECKED: CDC
DATE:
11/16/2022
APPROVED: CDC
SCALE:
1" = 30'
PROJECT NUMBER:
2022-014
DRAWING NUMBER:
C-1
2 OF 6
NTS