NCC242587_Site Plan or Location Map_20240823

TBM
3 N 395,141.798 `1 si e
E 2,193,758.303 y
N/F ELEV 76.47 ` J solutions
MICHAEL ANTHONY VANN,JR. NC GRID NAD6.4 83 \ \ ` `+ L
DB 1911,PG 454 �--�
SURVEY CONTROL POINT LIST �__� (eon) �9givil eneerigll land surveying
NAw 88 ye8mi eNC 28306
POINT# NORTHING FASTING ELEVATION DESCRIPTION -_ --� ' amw 191Ds2F6m m1910-1M-61n IG964
SR 1206 WRIGHT BRIDGE ROAD _ -----_�__�
' • ADWmIWmawm
SITE N 1 395,141.798 2,193,758.303 76.47 4D DISK ----- — '
2 395,086.235 2,193,281.406 69.30 4D DISK --
3 '
\ 394,650.726 2,193,678.935 81.56 4D DISK —_--__� - — a • ' %,\\1111111rd,
•2 584'25'12"W 300.63' --_ _ 0 _ _
p ' ' SEA
' ' GINE,,.
NORTHRIGHT BRIDGE ROAD) - I ' i i IIlit0````• `
SR1206(W i 1
_ 60'PUBLIC R/W ' I �"�S�y
— PER DB 1266,PG 901 _— --� © ' ,
VICINITY MAP - __---- I
NOT TO SCALE / /
REVISIONS
_— - 1 1 I
121 ECM-EXISTING CONCRETE MONUMENT
`_-_� /E
I
EIF p EIP-EXISTING IRON PIPE ___ -
ERBO ERB-EXISTING REBAR ■ \
c COMPUTED POINT •`
�MIN 8 /
N/F-NOW OR FORMERLY LOG SETBACK __ \
R/W-RIGHT OF WAY ■ 30 rli
;
RCP-REINFORCED CONCRETE PIPE — , J •
O`� LIGHTED PYLON SIGN W/ I
CI-CURB INLET — - ( \ UNDERGROUND ELECTRICAL
PROPERTY LINE ■ -_-_ I I I
ADJACENT PROPERTY DNE ' I
—--—RIGHT-OF-WAY '
s0 STORM DRAINAGE .( Sae
w WATER LINE 14• / 3.5'SIDEWALK 1 E WHITE EDGE I '
wot UNDERGROUND ELECTRIC h LINE(T2)
UNK UNDERGROUND UNKNOWN LINE /
128' ; ) N I '
-TREE LINE • ;EPTIC FIELD I m 1 :„?1 1
75 MAJOR CONTOUR 1
I
76 MINOR CONTOUR I 1 I ' I
x 'SPOT ELEVATION I I 'I '
'OeBENCHMARK ■ - ') tr /
/
-( J WHITE MINI I
®SIGN
®MAILBOX / PROVIDE PARKING STOPS SKIP LINE I
I]TELEPHONE PEDESTAL •
- / 1 (T4) /
PROJECT NAME
• - 20'_ ' AT PERIMETER OF PAVEMENT
I ASPHALT I 36, 1 ' V / INGOLD
SOIL I
(CONCRETE ■ (1,(
I I /
BUILDINGS ' \ I 13 II
T2 WHITE SOLID LANE LINE(4",90 NIL,THERMO) cx PROPOSED I DOLLAR
T4 3'-9'/SP WHITE MINISKIP(4",90 MIL,THERMO) F • ml BUILDING �1J .- / I /�PARKING LOT �I 3 '
T71 RIGHT ARROW(90 NIL,THERMO) .,` 10,640 SF JI 1 LIGHT �� ; GENERAL
II Po
o E' �1.2'PS T71 I I A.GLENWOOD N/F
&WIFE,
ZN
SITE NOTES ■ �- / _ / I I PEGGY S.FRYAR
_ l` I TRACT 1 of
1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE / -Ow._ C gI / 12 1 DB 1756,PG 816
BENCHMARK AND MUST BE VERIFIED BY THE GENERAL o I I
CONTRACTOR. - _
2. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE ■ 1 �0 �I II 1 I
EVIDENCE COULD BE FOUND TO VERIFY LOCATION.PRIOR TO -- '-'1,,
CONSTRUCTION OR EXCAVATION OF THE SITE,THE GENERAL I 4�1 I
/ ' I
CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO "---� I
VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL ■ 580.4p21.;E°2 _ f __4 \ Iii,LAP JOINT SHALL BE I I SITE PLAN
DAMAGE INCURRED TO EXISTING UTILITIES DURING N/F 288.82' °P�- _
SHELLY R.BEST I _0'L_ _ �m I
CONSTRUCTION SHALL E REPAIRED AT THE GENERAL TRACT 2 OF / 1'INSIDE OF THE EXISTING
CONTRACTOR'S EXPENSE. DB 1284,PG 399 I I -Ory OFI;ES LINE.MILL TO A DEPTH ;
3. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS. ■ SHED I 11'TURNDOWN _ I
4. HANDICAP RAMPS,SIGNAGE AND PARKING SPACES SHALL I SIDEWALK I �1� '
FEDERAL E DED BY ADA AND HE CONTRACTOR AND LOCAL REQUIREMENTS.
PER ,;__ - / �aai
5. ALL FACE DIMENSIONS
SS EWALKRE UNLO THE ESS OH ERWIACK SE NOTED.F CURB TO THE ■ 16 CONCRETE - / 1 1
6. ALL RADII ARE 5'UNLESS OTHERWISE NOTED. DELIVERY PAD , ` 19 R 35'R7. PARKING STALLS MUST BE STRIPED WITH A 4 INCHI ` ` f``` I1 II
CONTRASTING STRIPE(YELLOW ON CONCRETE AND ASPHALTPARKING LOT)- ' ■ I WHITE EDGE 1
8. HANDICAP PARKING SPACES ARE TO BE DESIGNATED BY \ LINE(T4)
BLUE STRIPING AND EITHER A BLUE SYMBOL ON A WHITE '.•
,-,I ' 1 I
BACKGROUND OR A WHITE SYMBOL ON A BLUE 1 L
BACKGROUND.ALL HANDICAP PARKING STALLS REQUIRE s ( A. �‘ \ \ \` ^ I I CLIENT
THE INSTALLATION OF THE PROPER SIGNAGE. • ,, /
I
9. ALL PARKING SPACES ARE TO BE LAID OUT IN 5` U HEAVY DUTY PAVEMENT o
ACCORDANCE WITH THE SITE PLAN DIMENSIONS. 1 j '� (SHOWN SHADED) / I I RHETSON
10.ALL EXISTING STRUCTURES AND UTILITIES ON SITE SHALL 18'x24'(MIN.)CONCRETE I\ f7
BE REMOVED PRIOR TO BEGINNING CONSTRUCTION. ■ DUMPSTER PAD AREA FOR F. j I
11. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF-SITE IN (2)STD.DUMPSTERS T _ I I 1 COMPANIES, INC
ACCORDANCE WITH STATE AND LOCAL LAWS AND /
REGULATIONS. ' )\a Op I \ ; 2., I /
12.ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER
SAMPSON COUNTY AND STATE REGULATIONS. ■ / I 1
13.ALL EXISTING UTILITIES,FENCES,AND OTHER STRUCTURES I I 20'R 1
IMPEDING CONSTRUCTION SHALL BE REMOVED OR 30'MIN BLDO SETBACK - /
RELOCATED. ` ,,
■ 1
�WN �� I 35'R 2075 Juniper Lake Road
6'WOODEN PRIVACY _ --- ,
E 2,193�439201 • FENCE ■ \\r�� 20R / I West:(91)944-0881Carolina 27376
NC GRID NAD 01 Phone:910
(2011) ■ • • ■ • • /
SITE DATA KIN• / I I e, 90
zaazs' ■ ■ ■ • I r
DEVELOPER RHETSON COMPANIES,INC /
58T59'37"E 292.01' • • 4a.7s' i 1 I ? N PROJECT INFORMATION
MAILING ADRESS 2075 JUNIPER LAKE ROAD * ; WC ` I I
CITY,STATE WEST END,NORTH CAROLINA 27376 .J
PIN NUMBER 07016922901 / \J IIii
I DESIGNED BY: SCOT
T I DRAWN BY: SCOTT
III 07017284101 I / I N/F
TOTAL LOT AREA 2.01 AC / A.GLENWOOD FRYAR&WIFE, CHECKED BY: CHRIS
AREA TO BE DEVELOPED 2.01 AC 1 PEGGY S.FRYAR
TRACT 2 OF ELL
/ J ' / 1 / PROJECT NUMBER: 2044
EXISTING ZONING CONDITIONAL COMMERCIAL 13 ' Iv DB 1756,PG 816
EXISTING USE SINGLE FAMILY/VACANT p p i z
N DISTURBED/DENUDED AREA 1.7 AC / t N/F 9
JO 204 Pocclou / DRAWING SCALE
d SETBACKS REQUIRED: DB 2047,PG 981 I 1 i
= FRONT 50 1
SIDE 30 3 HORIZONTAL:1"=20'
AREAR 25 G=
0 PARKING: I $2
REQUIRED(INCLUDING HANDICAP) 32 1 DATE RELEASED
Y PROPOSED(INCLUDING HANDICAP) 36 I /
J U. GRAPHIC SCALE
I a JUNE 5,2024
,; h _ � 11
F.
' Ic�g
SHEET NUMBER
I 1 inch= 20T)ft.
s C-2.0
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