NCC230438_Site Plan or Location Map (2)_20230215

U
U
? Z
Q
�00
S t n�
0,0
U
\
E
000 < O
=
Z.
-00
ICIN
0 AJ
E
STORM DRA MANHOL
Y
TOP EL - 29.5 '
o
SW 12" RCP INV IN EV=19.9'
a
SE 36" RCP INV IN E EV=18. '
N 36" RCP INV OUT EL =18.1'
/�� 12' RCP
12" RCP I V IN
o
APPROXIMATE DIRE TION
7
UNABLE TO FIND CONNECTION
STORM DRAIN MANHOLE
TOP ELEV= 9.62'
-
S 12" RCP INV IN ELEV= 20.6'
S 12" RCP INV IN ELEV= 0.5'
I I N
N
CURB INLET
TOP FLOW ELEV= 8.43'
12" RCP INV IN ELEV= 19.8'
� 60.,
V cHAINLINK FEND \
LOT 5 EDGE
/ CITY OF WILMINGTON O�OND
PIN: R04900-001-019-000 I /
P.B. 37 PG. 339
/ D.B. 6074 PG. 1726 J RISE
DETENTION POND GATE
I TOP OF RISER= 27.0' \
PVC TOP ELEV= 19.9'
36" RCP INV ELEV= 19.9 \
I36" RCP WITH WING WALL ' I CURB INLET LOT 5
\ CITY OF WILMINGTON
TOP OF WALL= 22.58' ' I 36" RCP INV IN TOP F OW ELEV= 28.27' PIN: R04900-001-030-000
36" RCP INV ELEV= 16.9' APPROXIMATE DIRECTION SE 12" RCP INV OUT ELEV= 26.0' P.B. 37 PG. 339
UNABLE TO FIND CONNECTION D.B. 6074 PG. 1726
CURB INLET
STORM DRAIN MANHOLE TOP F OW ELEV= 28.10'
� TOP ELEV= 30.33' /7
NW 12' RCP INV ELEV= 17.6'
SE 12" CPP INV IN ELEV=24.7' NE 36" 'RCP INV IN ELEV=16.5'
NE 36" RCP ELEV AT FLOW=15.4' SW 36" RCP INV OUT ELEV=16.5'
NE 36" RCP ELEV AT FLOW=15.4'
60" CHAINUN FEN E UNABLE TO MEASURE INVERTS OF 36" RC
PIPES ARE
2 RCP INV OUT ELEV= �'"� SOW RO`vr OFF CENTER OF MANH01 F_ ROW
on�l
12" RCP \ 36" RCP INV IN
< APPROXIMATE DIRECTION COLUMB DRIVE N
7/2 F c UNABLE TO FIND CONNECTION 60' PUBLIC RIGHT OF WAY
N21°31'26"E 21.20' (R)' CURB INLET P.B. 37 PG. 339 n
=
PATEL RAY AJITA ETAL
a
PIN: R0491 1-007-029-000
ZONING: RB
WATER MAIN
USE: COM
PER RECORD
T
D.B. 5241 PG. 2669
1 /2" EIP
O
8" DIP
I II A ,
36" RCP INV IN
APPROXIMATE
DIRECTION
.°
UNABLETO
FIND CONNECTION
z .N
I
I 12" RCP
�TM
o 0
~
12 RCP
APPROXIMATE
o
DIRECTION
z �
y
� O
X
w
U
I
o
TE
TRIPLE SEA PROPERTIES LLC
c
PIN: R04911-007-028-000
� o
ZONING: RB
i
USE: COM
D.B. 5705 PG. 2581
I
� o
u
�U
o c
I
co
�
L Q
I
o°
Q E
c� E
CI
I
o
0 O
°
GOKUL LLC
7
c
PIN: R0491 1-007-027-000
E
ZONING: RB
USE: COM
D.B. 5666 PG. 518
o Q
W
i 1n
W'Lrn /
co
1
-
W i
Imo
U
V' C4
3 a-d1
O
W o ``)
0
°
o
U ao
>
o
7,
a
J
W�
U
z
�I
Q�
i
< 0
0
�Q
w Q
E .�
0 Q)
U
L
o �
zzcn-�0
�mmo�
T
C4 N) C4
0
0) ly
i
-
WINSTON SALEM DG LLC
r
'IN: R0491 1-001-018-000
m m ° r
E
ZONING: RB
z z z <
< < <
.0
USE: COM
II
o
D.B. 6052 PG. 839
o z z
N U
N
�rr0�
N >
r<<`°
N
TOP FLOW ELEV= 28.73' 11 I _U N66'33'35"E 121.07' (R)
18" RCP INV IN ELEV= 25.5'- N86"33'35"E 605.00' ( - -
M--_ -.�--- _
IAIwioTH coNc. sioEwn� 2
F C T 8" PLASTIC FO FOC 0 FO FOC 86�
CURB INLET
TOP FLOW ELEV= 25.27'
SE 12" RCP INV OUT ELD
= 23.3'
CURB INLET
I
TOP FLOW ELEV=
25.24'
N NW 12" RCP
INV
V= 21.7'
IN EILEV=
SE 36" RCP
INV
IN EV= 18.0'
SE 36" RCP
INV
IN EV= 17.9'
SW 36" RCP
INV
OUT 17.4'
1 /2" EIP
�68
R
3o 3>..
c
F-� c c- FOC F 2�
STO - - - - 32- _ i12" RCP APPROXIMATE PIPE DIRECTION NJ o ��� (/�)
RM DRAIN MANHOLE �, - _ _ Euc CONNECTION NOT FOUND - w o
TOP = 30.40' -EUc - - - - - - uKtJr INLtI
z
10' PUBLIC UTILITY EASEMENT TOP ELEV=29.45' \ SE 36" RCP INV IN ELEV= 18.9' - 33- -P.B. 37 PG. 339 z
SE 12" RCP INV IN ELEV= 26.3' 4" PVC INV IN ELEV=28.4' ASPHALT
SW 12" RCP INV IN ELEV= 22.3' 1 1 1 2 NW 12" RCP INV OUT ELEV=26.5' RAMP - \ �
/ NW 36" RCP INV OUT ELEV=18.8' �I \
/ \
M n DRAIN GRATE \ _3 OD
12" RCP TOP ELEV=29.6' V A\
FLOW ELEV=28.6' �1
\ INV OUT 4" PVC ELEV= 28.8' S66'30'32"W 76.60' (R)
CURB INLET / DRAIN GRATE
LOT 4
\ LOW ELEV= 31.46' TOP ELEV= 29.6' i
NW 12" RCP INV OUT ELEV=28.2' TARGET CORPORATION � \ \ � 28
FLOW ELEV= 28.6'
� 12 � � / / 4711 NEW CENTRE DRIVE \
PIN: R04900-001-007-003 \ \ \ \ I \
CURB `INLET P.B. 37 PG. 339
/ TOP °LOW ELEV= 28.44' D.B. 2323 PG. 479 3" PLASTIC
N V\N
S� 1 AREA= 9.53 AC co \
" RCP INV OUT ELEV=23.3' � � � \ G�SS 0D �
Nt 1 "RCP INV OUT ELEV=24.0'
8„ DIP I A 7\ \ T
FIRE SERVICE I n, \ 1Q 0
N \ o Q
� � I TARGET CORPORATION � c^' � �
BUILDING S66`30'31 "W 25.00' (R) • \ \ W
CONTROL POINT
I I �
11 1/2" EIP \
N
w
� I 1 /2" EIP N
/ GREASE TRAP \
/ TOP MANHOLE ELEV= 33.22' OD
4" PVC OVERFLOW ELEV=30.0' I m \
/ GREASE TRAP w \
TOP MANHOLE ELEV= 33.18' p
N \
� 4" PVC OVERFLOW ELEV=29.7'
V CROSSWAL STRIPI �V A
CONCRETE°SIDEWALK . \
BOLLARD . ° FlRE LANE \
0 L; / N . , , a • FlRE O�ST� Fj�^ ,
o N - -RR33 - -
6g 3
I FlRE LANE FlRE LANE - �- - - 0'> - -
5/8 RWCS W 0
N:183691.2' \ o_
E:2338609.3' \ m o
ELEVATION=29.88' \ a 00
NAD 83 (NSRS 2011)
1 \LO
z m
LOT 3
TARGET CORPORATION /
PIN: R04900-001-018-000 b
P.B. 37 PG. 339 c°
D.B. 2804 PG. 426
DB 2775 PG 761
AREA= 3.38 AC
0 �1
291
CURB INLET
TOP FLOW ELEV=
24.94'
SW 12" RCP INV
OUT ELEV=20.1'
CURB INLET
TOP FLOW ELEV=
24.76'
NE 12" RCP INV
IN ELEV=19.3'
SE 12" RCP INV
IN ELEV=19.2'
W 36" RCP INV
OUT ELEV=19.0'
STRUCTURE WITH
A SUBSTANTIAL AMOUNT OF DEBRI
UNABLE TO MEASURE INVERTS ACCURATELY
APPROXIMATE DIRECTION
UNABLE TO FIND CONNECTION
CURB INLET
TOP FLOW ELEV= 26.57'
SE 36" RCP INV IN ELEV= 18.1'
NW 36" RCP INV OUT ELEV= 18.3'
STORM DRAIN BOX APPROX. 25% FLOODED
STORM DRAIN MANHOLE IN BUSHES
UNABLE TO MEASURE INVERTS
- VENT PIPE
NC DEPT OF TRANSPORTATION
' EXISTING IRE HYDRANT -33 38 \ �� PIN: R04900-001-010-000
N 33 ^ \ ZONING: R-15
0/ 14 EXISTING FIRE HYDRANT \ USE: GOV
�� MANHOLE V - -1 D.B. 2460 PG. 263
`� N
��- W \A/ W W 20' PUBLIC UTILITY EASEMENT �
® 8" PLASTIC 8" PLASTIC - P.B. 37 PG 339 \
n rri
- � � 26 30 28 , 1 12 - � v �� � � �► �
MA HOLE WITH DR LET \ V / CD
CLEANOUT -A SPHALT _ 22 TOP �' EV=30.62'
NE 24" RCP INV OU) LEV=26.7' �� EXISTING WATERMAIf� \ o
`O, 18 DROP INLET
M�
\ I I TOP ELEV=30.55' 31-
CART CORRAL, TYP. / A \ � � STORM DRAIN MANHOLE
-4 -
24" RCP DROP I SW 24" P INV OUT ELEV=26.6' 24" RCP TOP ELEV=32.21'
STMT STMM-n- STn \ \ SM STM STM STM
NE 2¢ "RCP INV IN ELEV � �3 24 RCP 6 � � \ W 24" RCP INV IN ELEV=25.4'
_ �� E 36" RCP INV IN ELEV=26.4'
SW 24[' RCP INV OUT ELEV=25.7' SSMH
TOP ELEV= 32.73'
SW 10" PVC INV IN ELEV=20.9'
11 0" PVC INV OUT ELEV=20.9'
Y Y -33- - - -
10" PVC
\ 10 PVC o
_SSMH U U
TOP ELEV= 28 4 V.
co
C
20 " PVC INV IN 20 23 2' 20 V 00 n
0 0
m
< N N)
0
I
4" PVC INV IN =21.8' c
N
o
SW 10" PVC INV IN ELEV=21.4'
o
oD _
c,, /
NE 10" PVC INV OUT 35EV=21.3' -
1
10', PVC L' m
n
L4 >
C' APPROXIMATE DIRECTION c° N
°D
m
m
36 _ z
o
g
2
o G
o °
12" RCP IN APPROXIMATE DIRECTION
U�
i
°
STORM DRAIN MANHOLE
J
OP = 36.95'
SE 36" RCP INV IN ELEV= 26.0'
NE 12" RCP INV I ELEV= 29.2'
U
36 RCP INV OUT ELEV=25.9' <
o a
U�
C
0
36" RCP IN APPROXIMATE DIRECTION `-
U
RALEIGH INVESTING LLC
°
PIN: R0491 1-001-016-000
c:
ZONING: RB
U
USE: COM
o
D.B. 6078 PG. 1766 0
0
a �
m
o O
o
W 36" RCP INV OUT ELEV=25.0'
_---�
11 EXISTING 10" PVC \ \
- - -SS - - - - SANITARY SEWER \ N \
� SSMH
SSMH - 3`3 TOP ELEV= 28.64'
TOP ELEV= 32.79' N - 3p. PUBLIC UTILI n \ 1 \ SW 8" PVC INV IN ELEV=19.2'
SW 10" PVC INV IN ELEV=19.8' _ - - N - P-B• 37 PG EASEMENT\SSO)_' PVC SW 10" PVC INV IN ELEV=19.1'
NE 10" PVC �� OUT ELEV= 22 34 CO \ 339 E 10" PVC INV OUT ELEV=18.9'
_ °D \ASs 10" VC
M m 34 APPR IMATE DIRECTION
35- � �� \
o 3 ��
- C 5 \ AIR R EASE VALVE MANHOLE
\ TOP EL=32.41'
- A / TOP OF V VE=26.8'
9 1 6 \ \ WILMINGTON DEVELOPM T COMPANY
PIN: R04912-001-0 -000
ZONING: R-15
- ASPHQALT 37 � \ X \ USE: COM
- 18 18 \ JG \ D.B. 3406 PG. 116
- 5CONTROL POINT Q DROP INLET
5/8" RWCS \ �`b \ TOP ELEV=34.78'
- �\ 36" RCP INV IN ELEV= 7.7'
- _ - _ - - 38 - - - N:183207.35' 36" RCP INV OUT ELEV 27.5'
'58' \ E:2338823.57' / \
Euc E c Euc Euc Fuc
�� ELEVATION=36°}e \ 36" PCP IN
i �AD 83 (NSRS �(11 1) V APPROXIMATE PIPE DIRE TION
---
- 39 S66'30'31" /200.25' (R)
W W - U' PLASTIC W 20' PUBLIC UTILITY EASEMENT W V/ / TiE TIE E -
S66"30'31 "W 556.71' (R) 8" P.B. 337 PG 339
P.O.B. FOR LOT 4
11 12
\
ERRS
S63°16'57"W 756.97'
P.O.B. FOR LOT 3
S65`25'17"W 201.29'
CONTROL CORNER
TIE LINE (GRID)
ERRS
SSMH
(GRID)
LAT:34.2473'
FROM A NEW 5/8" REBAR
CONTROL CORNER
TOP ELEV=
38.95'
LONG:-77.8809`
WITH CAP SET TO AN
LAT:34.2479'
SW 8" PVC
INV IN ELEV=26.8'
N:182890.70' (SFT)
EXISTING RAILROAD SPIKE
LONG:-77.8793'
NE 8" PVC
INV OUT ELEV=26.5'
E:2338211.77 (SFT) N:183140.98' (SFT)
NAD 83 (NSRS 201 1) E:2338709.02' (SFT)
LOT 2 NAD 83 (NSRS 2011)
CENTRO HERITAGE NEW CENTRE LLC
PIN: R04900-001-007-000
P.B. 37 PG. 339
D.B. 5103 PG. 2884
GRAPHIC SCALE IN FEET
0 25 50 100
SURVEY LEGEND
AND ABBREVIATIONS
f UTILITY POLE
= CURB INLET
BOLLARD
DROP INLET
LIGHT POLE
HAND HOLE FIBER OPTIC
HAND HOLE ELECTRIC
FIBER OPTIC PEDESTAL
•
ELECTRIC METER
' GAS VALVE
TRANSFORMER
EXISTING IRON PIPE (EIP)
'
WATER VALVE
5/8" REBAR WITH CAP SET (RBWC)
•
WATER METER
• EXISTING IRON ROD (EIR)
CLEAN OUT
■ EXISTING MONUMENT FOUND (EMF)
SANITARY SEWER MANHOLE
MqN EXISTING MAG NAIL (EMN)
•
STORM DRAIN MANHOLE
EXISTING RAILROAD SPIKE (ERRS)
-� STOP SIGN
PIN
PARCEL IDENTIFCATION
D.B. DEED BOOK
BK
BOOK
M.B. MAP BOOK
PG.
PAGE
PG. PAGE
Ex.
EXISTING
AC. ACRES
ESMT. EASEMENT
CONC. CONCRETE
SQ.FT. SQUARE FEET
P.O.0 POINT OF COMMENCING
SQ.FT. SQUARE FEET
P.O.B POINT OF BEGINNING
- - - -
SUBJECT PROPERTY LINE
-
- EASEMENT (AS NOTED)
-
- ADJOINER PROPERTY LINE
ROW ROW
EXISTING APPARENT RIGHT-OF-WAY
CHAIN LINK FENCE
FOC FOC
UNDERGROUND FIBER OPTIC
TuG TuG
UNDERGROUND TELEPHONE
Euc Euc
UNDERGROUND ELECTRIC
c c c c c c
c UNDERGROUND GAS
-STM
STM STM STM STM
STM STORM PIPE
-----SS------
Ss- SANITARY SEWER PIPE
TREE LINE
- - - -
CENTERLINE CREEK
U
CART CORRAL
Know what's below.
Call before you dig.
LIMITS OF DISTURBANCE: 2.80 AC
:STING BOUNDARY, SITE, INFRASTRUCTURE, AND TOPOGRAPHIC INFORMATION SHOWN FROM A
IPOGRAPHIC SURVEY FOR TARGET WILMINGTON AND DATED 10/15/2021; LOCATED IN NEW HANOVER
)UNTY, WILMINGTON, NC 28405; PROVIDED BY SAM, LLC. 2641 SUMNER BLVD, STE 116; RALEIGH, NC
F616; 919-878-7466. OFF SITE PAVEMENT MARKINGS ARE FROM GIS. EXISTING INFORMATION SHOWN IS
1SED UPON INFORMATION AVAILABLE TO THE ENGINEER AT TIME OF DESIGN AND HAS NOT BEEN
DEPENDENTLY VERIFIED BY OWNER OR ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING
L EXISTING INFORMATION, DEPICTED OR NOT, PRIOR TO CONSTRUCTION AND REPORT POTENTIAL
)NFLICTS TO OWNER AND ENGINEER.
0
0
0
0
o
m
U
U
U
U
U
N
N
\
N
N
\
N
N
\
N
N
\
N
O
W
N
N
�
\
0
\
0
\
0
C
00
\
c�
c�
z
w
cn
Un
z
w
z
w
O
U
O
O
<
D
�
O
U
a
1
U
z
Lo
�
J
J
O
u�
UW
m
m
m
J
0
w
o
w
m
w
U�
U�
m
w
m
w
m
o
w
w
m
u7
-t
r')
N
J
0
cmN
Ln
L""
z z
o
C/j =
N
O
w CD
r
� w
�
mr
< J
<
CO
� o
0
c U
<o
(-0
z
X 00�
CD w
< O
N
z< �
D
O
zcnOw1
O
ON J
= w
-
w �
co
cn
3:
J
C5)
N >
N LJ
W
o
z
N w
O
■�
p��
w
N
���11111111//�/
.�aC A Rp��%,
FUsio� !y9
SEAL =
043114
k,c
� 11
10/31 /22
z -J -J m
U 00 N U U
w N =
ON WU cn
O � � N } }
Imo% < m
m o\ < o m o
< L w z z Y
Z 0) Q0 J U � U
< Ul < w
(n fn f U
(D Z
Z 0
W p
X z
w p
U
U IZ
Z
z
0
0
W
<N
z
0.
Q
00
LL
LU
QO
L.I.
LLJ
0-
w
U
a
0
W
�
v Z
O
CD
J
SHEET NUMBER
C1.0