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GNWAY 41 \ —— DEPARTMENT OF TF
RANSPORTATION 0 Iwos2Fb009 m CNi1M2Rn engineering Surveying
Chicago
wne wne M.WeOeOUN/426/57/7 NNC 28306
NC M _ I DB 779,PG 368 emnAUWwIWon•wm
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y� ':TI §u• N 325,143.500 � y`t'49/10 OS •fl�--\ E 2,079,288.942 $EA
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D R/W 1 N82.43'00"E 166.11 ECM S53'44'40"E 27.13' ''///�%O IIIIIB�`````
NORTH ECM . ECM Uz/-23-zy® .
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N82'43'00"E 70.00'TIE
ItiVICINITY MAP _ � � //
sro•13'1o"E R/W O ', REVISIONS
NOT TO SCALE 9.95'TIE ECM \
GHTED ND E SIGN W/ e'
UNDERGROUND ELECTRICAL
.40 .GAa • /
N80°07'12"E 439 01'TIE so
I _ 5p'MIN BLDG SETBACK
R I q' I N.
m M \
£ I N
WIDE TRAILER / °' R/W \
SINGLE I 3 / ECM
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i .
LEGEND: \ I I
cc�ECM-EXISTING CONCRETE MONUMENT x 'SPOT ELEVATION /
Oc EIP-EXISTING IRON PIPE •$BENCHMARK / /
Eft0O ERB-EXISTING REBAR IWNSIGN \
o COMPUTED POINT ®MAILBOX \
PROJECT NAME
N/F-NOW OR FORMERLY 0 LIGHT POLE
HDPE-HIGHT OF DENSITYYPOLY ETHYLENE PP•GUY IMRE0� N80°07'12"E 237a4 ' �' / O S 5O(Gr BLADENBORO
O N
RCP-REINFORCED CONCRETE PIPE O TELEPHONE PEDESTAL ti
PROPERTY LINE W WATER VALVE /
ADJACENT PROPERTY LINEyY�YFIRE HYDRANT AGK 0 R W NC 410
RIGHT-OF-WAY LJo WATER METER • 18'224'(MIN.)CONCRETE 25:MIN BLDG SETB xx \ /g ECM
so STORM— DRAINAGE C,SANITARY SEWER MANHOLE NJ/F DUMPSTER PAD AREA FORS - =
WATER UNE ASPHALT DOLLAR
• . ry 1
MANLY WALLACE BRISSON & WIFE, (2)STD DUMPSTERS
// OVERHEAD UTIUTY I IGRAVEL CAROL BRISSON ��� ►. **ALL EXISTING INFRASTRUCTURE AND '
FREE LINE CONCRETE DB 360, PG 501 �' , / REMOVE PIPE& c
UTILITIES ON SITE SHALL BE REMOVED "'
105—MAJOR CONTOUR I BUILDINGS
�� UNLESS NOTED OTHERWISE. /
184 MINOR CONTOUR /ST'4? CLOSE DRIVEWAY / A GENERAL
76 CO'(MIN.) OwEY / rc
DELIVERY PAD /� F</N / z
SITE NOTES / A. .�`\\ ` 2 S/' / /
1. ALL ELEVATIONS SHOWN AVE IN REFERENCE TO THE yy R=3169.24' /
BENCHMARK AND MUST BE VERIFIED BY THE GENERAL / L=252.76 .
QDNTRAGTDR. o '/ 52317 ''05"W SITE PLAN
2. EXISTING UNDERGROUND UTILITIES AVE SHOWN ONLY WHERE b • 75 SP
EVIDENCE COULD BE FOUND TO VERIFY LOCATION.PRIOR TO / 252.70'
CONSTRUCTION OR EXCAVATION OF THE SITE,THE GENERAL 1'.'
CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO
VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL ,ry Ur /
DAMAGE INCURRED TO EXISTING UTILITIES DURING Nh /0 5'TURN DOWN
CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL 2 h SIDEWALK
CONTRACTOR'S EXPENSE. / / /
HEAVY DUTY PAVEMENT
3. ASPHALT AND BASE TYPE SHALL BE PER HE DETAILS. C' (SHOWN SHADED)
4. HANDICAP RAMPS,SIGNAGE AND PARKING SPACES SHALL /0
BE PROVIDED BY THE CONTRACTOR AND INSTALLED PER 2 / NIN
FEDERAL ADA AND LOCAL REQUIREMENTS. ` RONNIE E.SKINNER&W1FE,
5. ALL DIMENSIONS ARE TO THE BACK OF CURB OR TO THE y PROPOSED WANDA P.SKINNER
FACE OF SIDEWALK UNLESS OTHERWISE NOTED. /`�' BUILDING DB 643.PG 498
6. ALL RADII ARE 5'UNLESS OHERINSE NOTED. (156'x80') "*``` / / PB A81,PG 813
7. PARKING STALLS MUST BE STRIPED WITH A 4 INCH 12,480 SF •� / / CLIENT
CONTRASTING STRIPE(YELLOW ON CONCRETE AND ASPHALT / / /
PARKING LOT). ` /
•
8. HANDICAP PARKING SPACES ARE TO BE DESIGNATED BY /
BLUE STRIPING AND EITHER A BLUE SYMBOL ON A WHITE
BACKGROUND OR A WHITE SYMBOL ON A BLUE 1 RHETSON
/
BACKGROUND.ALL HANDICAP PARKING STALLS REQUIRE ,
THE INSTALLATION OF THE PROPER SIGNAGE. BOLLARD / COMPANIES INC
9 ACCORDANCE WITHALL PARKING PC THE SITE PLES ARE TO AN E LDIMENSIONS. ` (TYP) ,, ,0 AID OUT IN •�,' / / // 1
10.ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF-SITE IN • /� /
ACCO11.REGUL ANCE WITH STATE TIL SITEONSROVEMENTS SHALL LOCAL
INSTALLED PER COUNTY \ SEPTIC FIELD ® NI /
REGULATIONS. / /
OF BLADEN AND STATE REGULATIONS.
12.ALL EXISTING UTILITIES,FENCES,AND OTHER STRUCTURES \ /
IMPEDING CONSTRUCTION SHALL BE REMOVED OR
RELOCATED. _ / / 2075 Juniper Lake Road
/• y � / / West End,North Carolina 27376
s•
M/� PARKING LOT / / / Phone:(910)944-0881
N BXOG\ 5'TURN DOWN / • LIGHT /
Sf'�gCk\ SIDEWALK
ro6g2ss / PROVIDE PARKING STOPS /
/
/ // PROJECT INFORMATION
W. SITE DATA O"W \ AT PERIMETER OF PAVEMENT /
30000. / DESIGNED BY: SCOTT
DEVELOPER RHETSON COMPANIES,INC
MAILING ADRESS 2075 JUNIPER LAKE ROAD b
40
DRAWN BY: SCOTT
e CITY,STATE WEST END,NORTH CAROLING 27376 "- _ r3
u, PIN NUMBER 037200847508 o CHECKED BY: CHRIS
TOTAL LOT AREA 2.50 AC :i
1/4"\ PROJECT NUMBER: CHRI
IAREA TO BE DEVELOPED 2.50 AC 1‘;''? EIP
u EXISTING ZONING COMMERCIAL
EXISTING USE FARM LAND&RESIDENTIAL / \ DRAWING SCALE
9 PROPOSED USE RETAIL /
DISTURBED/DENUDED AREA 2.8 AC
/ \ HORIZONTAL:1"=30'
• p
N.
SETBACKS REQUIRED: ® 'T\
FRONT 50
SIDER 15 S- / " DATE RELEASED
PARKING: C'l 2J
j o , / APRIL 23,2024
REQUIRED(INCLUDING HANDICAP) 31
z PROPOSED(INCLUDING HANDICAP) 49 GRAPHIC SCALE
PROPOSED HC SPACES 2 ,C',3 ISIS PRISCILLA CASHWELL u oo SHEET NUMBER
y o DB 539,PG 4 - 2—
O'
' / PB A81,PG 813 II
n -h, /
/ _
IN FEET)
8 n.0
1 inch= 40 ft. L