NCC221972_Site Plan or Location Map_20220616

TOPOGRAPHIC/LOCATION NOTES:
X ELEVATI❑NS HEREON ARE MEAN SEA LEVEL, (NAVD 88)
ELEVATI❑NS ARE BASED ON NATI❑NAL GE❑DETIC SURVEY DESIGNATI❑N
"COLLEGE" HAVING A PUBLISHED ELEVATI❑N OF 85,72 FEET, SEE DATA SHEET
FOR CURRENT SURVEY CONTROL,
X T❑P❑GRAPHIC AND L❑CATI❑N INF❑RMATI❑N HEREON REPRESENTS EXISTING
C❑NDITI❑NS OF SUBJECT PROPERTY UPON OWNERS REQUEST,
X THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD
SURVEY INF❑RMATI❑N AND EXISTING DRAWINGS, THE SURVEYOR MAKES NO
GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN C❑MPRISE ALL SUCH
UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED, THE SURVEYOR
FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN
THE EXACT L❑CATI❑N INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE
LOCATED AS ACCURATELY AS P❑SSIBLE FROM INF❑RMATI❑N AVAILABLE, THE
SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES, IN
ADDITI❑N, NO RESP❑NSIBILITY OF ANY NATURE IS ASSUMED BY THE SURVEYOR
FOR ANY C❑NDITI❑NS WHICH MAY PRESENTLY EXIST BUT ARE UNKNOWN,
+ 69.12
+ 69.65
\ +70.21
BOUNDARY NOTES:
w ALL C❑❑RDINATES AND BEARINGS HEREON ARE N,C, GRID,
NAD83(2011), BASED UPON MONUMENT "R-5020-33",
N❑RTHING: 206,591,4750(f t) EASTING: 2,087,686,1940(f t)
C❑MBINED GRID FACTOR (GROUND TO GRID) IS 1.0000020.
ALL LINEAR DIMENSI❑NS ARE L❑CALIZED H❑RIZ❑NTAL DISTANCES,
CONTROL PLANS AND RIGHT-❑F-WAY PLANS FOR PROJECT PR❑VIDED
DIGITALLY PER BLYTHE L, J❑RDAN, PLS, RESIDENT ENGINEER, NORTH
CAR❑LINA DEPARTMENT OF TRANSP❑RTATI❑N,
SEE STATE PROJECT REFERENCE NO, 41499.11, TIP PROJECT 5-5020B,
X THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS,
RIGHTS-❑F-WAY OR OTHER MATTERS OF RECORD,
X LAND OWNERS, AS SHOWN HEREON, TAKEN FROM C❑LUMBUS COUNTY
TAX RECORDS, CURRENT ❑WNERSHIP OR ADDITI❑NAL LAND OWNERS
SUBJECT TO TITLE RECORDS SEARCH,
CERTIFICATE OF PURPOSE OF PLAT:
I HEREBY CERTIFY THAT THIS PLAT IS OF A SURVEY OF ANOTHER
CATEGORY, SUCH AS THE REC❑MBINATI❑N OF EXISTING PARCELS, A
COURT -ORDERED SURVEY OR OTHER EXCEPTI❑N TO THE DEFINITI❑N
OF SUBDIVISI❑N, BEING G.S. 47-30 AS AMENDED (f)(11)d,
0.86
IRON PIPE UNDER CONCRETE N/F
DEBRIS BY FALLEN TREE I—'THE COUNTY OF COLUMBUS
1-11 Deed Book 370 - Page 996
+7� Plat Book 25 - Page 21 ( IN FEET )
+7FO-i S 71.94 I 1 inch = 20 ft.
12 9'10 +73.64 CLPED
71.00+ \ SS 32'
zL- �1762 I DEED REFERENCES:
+70.84 -
/ 724g \ � +77.48 o BOOK 468 - PAGE 169
+71.- \ +76.71 I
73'- �_ �2 \ IRON REBAR OUND AUONG =I BOOK 54'7 - PAGE 913
\C BANK /
I -,SL-
+71.48 _ 9-�
76.30 Ridge 76.57 \�� � Woods Area � I '�
I
�\ I / i CONSENT JUDGMENT:
76.31 \ .90 60' High +7s. I + � 80. 01 ISBRK BUS N �F �
1 '
I / I BOOK 1267 - PAGE 824
14SHIGH JEROME A. ROOKS et ux
+76.83 +77.17 \ / Deed Book 952 Page 008 =
I I
� I LL / I +78.20
I App xrbimote \ / PID # 000802 & 000803
+77.12 I I m '
\ 1. 5 I I End Pipe 78.94 S � � m
+73.49 72.33+ I I \
I
17 .0,� 79.94 06 " + 80.7 81.38
I +77.35 '� 78.49 90, 4 E � I LOCATION ADDRESS.
I 0
I 77.58 I 13 81. + 81.72 \ ,
\ I .81 I + 80 77
I I
t�
7 .29 +
I � o
rz.I I I 76.61 �79 +78.81 ? I 79.54 I \ I 78.90 I
I HEREBY STATE THAT TO THE BEST OF MY KNOWLEDGE
AND BELIEF, THIS PLAT IS PREPARED IN ACCORDANCE
WITH THE STANDARDS OF PRACTICE FOR LAND
SURVEYING IN NORTH CAR❑LINA, THE RATI❑ OF
PRECISI❑N AS CALCULATED BY LATITUDES AND
DEPARTURES IS 1:15,000+,
PR❑FESSI❑NAL LAND SURVEYOR, LICENSE: L-5147
UNLESS THIS MAP IS SIGNED, SEALED AND DATED, THIS
IS A PRELIMINARY PLAT, NOT FOR REC❑RMATI❑N,
CONVEYANCES OR SALES.
PRELIMINARY
NOT FOR RECORDATION,
CONVEYANCES OR SALES
SURVEY FOR
PRECISION CAR WASH SOLUTIONS
CURRENT OWNER: GORDON CHEE MING W❑NG et ux
- LOCATED WI THIN THE CITY LIMITS OF WHI TE VIL L E, NC, -
WHITEVILLE T❑WNSHIP C❑LUMBUS COUNTY, N.C.
DECEMBER 15, 2021 SCALE: 1" = 20'
ELECTRONICALLY REDUCED TO 1"=30' FOR RECORDATION.
GRAPHIC SCALE
20 0 10 20 40 80
+81.61 8184 = � 300 VV COLLEGE STREET (+)
8223 + 82.01 +81.53I Sanitary Manhole (1)
8,.67+ + 1 \ 81.95 I o �' Top = 81.61' LOCATION SKETCH
8249 '�_�- ', 6" Clay Inv In = 74.41' NOT TO SCALE
\ + I 10" Cla Inv Out = 74.27' )
_ � y
z w +79.4/1 /> 7871 . I IIIII III I II II
/79.23
81.30 I\rr�e �82.20
„
\
(
1Inverts Per NCDOT)
O 99 1 EST � o/ 82. 3 82.33 82.48I P= Sign
I HUNT ST
s30'�HNight Light Post + L1 I S26 High Various Dirt Piles Exist In Wooded Area 79.64 (T)pical) 81.64 81.81+
MAXWELL S
T
8339 �JFC'81.72
78.63 80.30 80.85 '+ SUBJECT
Ashalt 82. 8
7847 81.65 07 COLLEGE ST2.
..0 81.33+82.0773.53+ +74.50 A. 7
, 83. 0
7f 50 78.06 6L/ . Asphalt Parking / 8264 Vj05 79.01 +, 81.41
+78.29 7932 Q WILLIAMSON
a
I �78+8.43
1.60 ACRES SLI8347 182. 1
Woods Area .83 ❑ ❑ ;
\,
L
+7.52 65 High 79.77 +8 8�¢1+�Ij i84.� WZ mp
+79.65 82.4\9 + '82.4 �
D�
Inlet
3)
\
\
79.39
80.02
\ + lb V 1 + 0
75.52 + 75.01 + � _� 1 \ 82.45 1� 82.84, �I I-
SL / 80.72 I
J pS � PERMANENT UTILITY EASEMENT I� a � � O
\ + / , 82.0 1 , c C;
\\ \ 81.00 80.25 + 80.29 80.38 + `
9L / 82 0 I I
8122 r 83 m5 �
S T.
81.49 , ,
N F \ ' I C , � rn LEGEND:
/ \ + + Remains Of i�
BFMH ENTERPRISES, LLC I �80.01 I / g Existing Concrete Foundationzlz �\ z SURVEYED PROPERTY LINE
Deed Book 1080 - Page 145 \ \ 9.7�
+ Slab Elevation - 84.70' , , -ROAD RIGHT-❑F-WAY
Plat Book 92 - 27 Page \ / �,�8� _ ADJ❑INER PROPERTY LINE
I -�I � � n
I 79.48 +80.11 +8.62 ---__
I 78.16 2( d L3 , 8 05 - -SUE PAINT MARKINGS/FLAGGING
1 < +80.67 \ 84.07 _j � `? I � � ❑ML OLD MARKED PROPERTY LINE
l I g I ,
l� I 1 / ti �w rc ,63.57 m ECM EXISTING CONCRETE MARKER
I � cn
+ 80.24 + 80. DO � ,,/
1 �25 � `- '' '' +R/W RIGHT OF WAY
I \� g�
\ +80.58 � / 82.76 � � ❑N OLD NAIL
11 CL
76.01 + +75. + 9.88 82.26
� � I +8297 � ' / � , NS NAIL SET
`9L +80.72 I � � 9 �C H
U � +79.50
80.95 .08 ' IRF IR❑N REBAR FOUND
+ o 310 cal 84.6 O, IRS IR❑N REBAR SET
1�. g ,
\ 84.11 �' I Communications
77.50 +� � 1\ 79.82 79.50 �
8216 ^� I .� IPF IR❑N PIPE FOUND
82.87 . tNK I ' a Manhole
� � _ � IPS IRON PIPE SET
�� Setbaclrs Per C;{'y Of Whiteville ��'g� 81.50 � cJ 83.84 i �--
78. 5+ 15'(Front, ide & Rear) �� ADA / H R� ' 4.00� L.M. LINE MARKER
\ 83.25 ,84. �� Curb Inlet (1)
78.70+ ��/ 7 74. 79.88 +80.57 Asphalt Parking 02�ON 83.17 + 0. 0 ' dsr- TI' H� CENTER LINE
77.14 + /+ 15 RCP Inv = 74.18 + 8l'�81.30 / 8223 B 10 (TOTAL) I I I , fE PR❑PERTY LINE
EXISTING R/W / �+ -> ON cv S 87" _ 11 W / I I H N/F NOW ❑R FORMERLY
\ 8L / 79.84
2 6 2.8 7 81.15 81.68 81.90 ON J i Stum 55 Dia. Stum 84.37
\P� 80.08 � 82-14 � CLPED CENTURY LINK CABLE PEDESTAL
79 11 / N�0" 8�31KF 82.20 °CLPED H 84.1 HC � I ' _� 1SBRK ONE-STORY BRICK
80.60+ �80' +79..6&` +80.43 +80.45 + + 992 80.58 + HC --- qC-------%/�------------- HC+ - -- +-- HC-8278 bC --- -- ---- 3.4-------'�-- 6Q� w - BUS BUSINESS
+ 81.91 \ �J 0_nHC+ --------------- _
80.86 80.63 80.54 80.84 1.00--------------------------------------------82.11---------- - - - - ---- - - - - -- CO CLEAN OUT
,g�------------- - -��fi5- ' � � , GW GUYWIRE
/-r----------------------------T- _____________________________ �wso ❑HE OVERHEAD ELECTRIC
- - - - - - - - - - - -� - - UGE UNDERGROUND ELECTRIC
80.74 80.50 80. COLLEGE S T R E FT 150 ' PUBLIC RI W1 ' H / I i iWSO ❑HC OVERHEAD CABLE
/ WS❑ WATER SHUT OFF
80.78 81.12 � 81.37 81.83 H ' , �
\ 82.09 82.42 ' _
WM WATER METER
s s + 8311 8 89 Os CLB CENTURY LINK BOX
H 8 wy 4 Sanitary Manhole Top = 84.83 (2) F❑C FIBER❑PTIC CABLE N❑TIFICATI❑N RISER
Drop Inlet (2) Sanitary Manhole (4) wM d Sanitary Manhole (3) TC TELEC❑MMUNICATI❑NS CANISTER
NCD❑T NC DEPARTMENT OF TRANSP❑RTATI❑N
= 81.44' Top = 81.91' , (Abandoned Per NCDOT) SLGT STEEL LIDS (GREASE TRAP)
8" DIP Inv In = 78.99' EXISTING R/W 4" PVC Inv In = 79.92'EVS LANDSCAPED AREAS/BUSHES
8" DIP Inv Out = 78.98' 8" DIP Inv Out = 79.66' \ _ • PAINT MARK ON CONCRETE (BY NCD❑T)
2
BOUNDARY/EASEMENT DATA TABLE \�� DATE SOLES & WALKER, P.A., P.L.S. J ❑ B No,
LINE BEARING LENGTH STRUCTURE STRUCTURE ELEVATION INVERT ELEVATION 'p I 12 / 15 / 2 0 21 SURVEYING AND MAPPING
L1 S 72°51'02" E 19.16' Curb Inlet (1) Hood Elev. = 83.30' 18" RCP Inv Out (A) = 78.06' \� SCALE 21 J 147
L2 S 00°46'23" W 7.51' Drop Inlet (2) Grate Elev. = 79.85' 15" RCP Inv Out (A) = 74.90' PRELIMINARY = o 104 COURTHOUSE SQUARE
' I 1 - 20, WHITEVILLE N,C, 28472
DRAWING NO,
L3 N 83 26 16 W 12.17 Drop Inlet (3) Grate Elev. 78.83 Inv Unknown (Box Filled With Sediment) NOT FOR RECORDATION, \ \ ELECTRONICALLY REDUCED
L4 S 02°48'38" W 10.05' CONVEYANCES OR SALES To 1 "=3o' [phone]
FOR RECORDATION LICENSE NO: C-0490 P ----
O
6
O