84-08 OVERSIZE PLANS 5/2016

1,`II11111//JJJJII
1, CHARLES FRANCIS RIGGS. PROFESSIONAL LAND °°¢�N•CAR0
4
SURVEYOR, DO HEREBY CERTIFY THAT I HAVE �o.•oFESS/0 •i�v
SURVEYED THE PROPERTY AS SHOWN HEREON I ;Q� �'qf•�
ACCORDANCE WITH THE STANDARDS OF PRACTISE SEAL
FOR LAND SURVEYING IN NORTH CAROLINA. THAT it" L-2981
THE RATIO OF PRECI ION AS CALCULATED E1
LATIT ND DE TUBES IS 1:10.00o+ % ��`•:LQ .� p
' • . SUR •• ¢�
OCR D� ��,FRANC�� •�`�°
CHARLES FRANCIS iRIGGS P L- 981
THIS IS TO CERTIFY THAT THE SUBJECT PROPERTY IS LOCATED
IN FLOOD ZONE "AE" (EL=4.0') WHICH IS A
SPECIAL FLOOD HAZARD AREA AS DETERMINED BY THE FEDERAL
EMERGENCY MANAGEMENT AGENCY, AND THE NATIONAL FLOOD
INSURANCE PROGRAM. COMMUNITY PANEL NUMBER
370178 3720436600J. NOVEMBER 3. 2005
NOTE
EXISTING BUILDING
= 3744 Sq.Ft.
EXISTING CONCRETE
= 2931 Sq.Ft.
EXISTING ASPHALT
= 9201 Sq.Ft.
EXISTING GRAVEL & GRASS =
26323 Sq.Ft.
EXISTING TOTAL IMPERVIOUS SURFACE =
42199 Sq.Ft.
TOTAL LOT AREA =
46144 Sq.Ft.
EXISTING IMPERVIOUS AREA =
91.5%
\ APPROXIMATE MEAN
\ /HIGH WATER LINE
\ NMP
\ v :
EIR
•
•
00
0
O eon
•
O • •
•
�� • o00 •
0
I o
NMP°o
O
NOW OR FORMERLY NMP •
NEW RIVER
RIVERWALK LANDING HOA, INC _ 9 X2.3'
D.B. 2177, P. 120
M.B. 45, P. 39
J`� \ O
Fv GRAVEL & GRASS \
NOTE \ DI
EXISTING BUILDING WITHIN 75' AEC = 3744 Sq.Ft. \ \ �X2.3' \�e •
\ e
EXISTING CONCRETE WITHIN 75' AEC = 1476 Sq.Ft. � X2s' \ � ` 00
EXISTING ASPHALT WITHIN 75' AEC = 6194 Sq.Ft.
EXISTING GRAVEL & GRASS WITHIN 75' AEC = 10238 Sq Ft
EXISTING TOTAL IMPERVIOUS SURFACE = 21652 Sq.Ft. \ems• \°oo
TOTAL LOT AREA WITHIN 75' AEC = 22869 Sq.Ft. �c o e °
EXISTING IMPERVIOUS AREA WITHIN 75' AEC = 94.7% \ GRAVEL & cRA\
N
NAB 88 (20''
J
(ti \ DI O� PFe 00 •
m \ X p 2.8' \ M P X 2.6'
^co 004 L8 NMP
` O
X 2.5' \ S! y \ s
X 2.6' GRASS
hOW OR FORMERLY ✓/ \ \ . ��°� �9 °oe\��
STONE HILL DEVELOPMENT, LLC
D.B. 2509, P. 469 AREA O
M.B. 45, P. 39 X2.4' 461.1.4 Sq.Ft. _ 0+0, + o
r \ •J
.°°\ WATER 1.0`0-) ACRES tio'oti SPIGOT O e��o
ch`
0
X 2.5' \ s�9a zo°4-
X 3 0' GRAVEL &GRASS 3.0'
a
G
G \
G
' .` r
X 2.5\ X3.1' \ NMP BOATCRA P
J`r `� \ \ X 2.9'
x -- 1. SS IP 1
CANER;
PROPANE \ \ %
GRA:�__ &GRASS TANK �, LP \ X3.1
-- FENCE CAMERA
ALUMINUM ., >_ /\ ASPHALT PARKING \
GATE `\
X2.6'`,
S� I \ ` DI w 2.9'
r �.
u
i
X3.4' 1 \ GRASS DI X3.1' EIR
.< 3.0' /
GRAVEL
NOW OR FORMERLY `v DRIVE \\ i' APPROXIMATE R/W OF K R STREET X3.2'
RIVERWALK LANDING HOA, INC �g ; \� AS PER M•B• 10, P• \\
D.B. 21 /7, P. 120 6p• I \ IR
M.B. 45, P. 39 � �— -- � 32.24' �
ALUMINUM FENCE - �� i 17.74' NMP \
ApJ01NER'S FENCE ; 49.98' S07°1�41 "E \�
Ell GRASS 4g.99' EMN S18°49'04"E c,') 02' r�
1°42 33.E __.----------------- � EMN Q
_ NMP S2 '
R/W °1 '45"E 9•9, /' — — — -- — S/1.
SPN N EMN S25 3 �? PARKING PARKING 6 �\
KERR STREET OFA „E
(ASPHALT —PUBLIC) EpGE AL S24°12'S1 50.03 _ _ OF
C/L
R�W "VARIES" (A EPK N24A5.756' N -- _ RO ASPHALT 3'
1g.75'�Mp1 NMP —� PROPERTY LINE _s-
N20.00'45"W ARC _ — AS PER M.B. 43, P. 151 EMN
01, �NCNM L1 __--
i
EPK N17•10'52"w
Sao. e N01h OR FORMERLY
EPK PARKING CITY OF JACKSONVILLE
ss.ss' D.B. 27'6, P. 216
_--_—_ --_— z
EDGE OF ASPHALT-----7 — — — — — — — —
PARKING mf
PLAYGRGSND
a
m
M
Lo
0
0
N
0
a a
z
F
N
w
0
I
i
Lo
N
C
0
0
CHARLES F. RIGGS & ASSOCIATES, INC. (C-730)
o LAND SURVEYING — CONVENTIONAL & GLOBAL .POSITIONING SYSTEMS,
LAND PLANNING & COMPUTER MAPPING
502 NEW BRIDGE STREET LANDFALL EXECUTIVE SUITE 217
P.O. BOX 1570 1213 CULBRETH DRIVE
JACKSONVILLE, NC 28540-1570 WILMINGTON, NC 28405
TELEPHONE: [phone] TELEPHONE: [phone]
E—MAIL: riggsland@riggsland .Conn
_"Nis
- RTS
EXISTING CONDITIONS MAP
FOP
CITY OF JACKSONVILLE
1.059 ACRE TRACT AS PER D.B. 4364, 953
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NORTH CAROL'. -
CITY OF JACKSONVILLE, OWNER, D.B. 436 P. 95
15 KERR STREET
MP
POSSIBLE OVERLAP BETWEEN
M.B 10, P. 2 (1962) &
M.B. 25, P. 103 (1988)
ADJOINER'S
SHELTER
F
"WELCOME�e
OLDE TOWNE 70
'aARINA' 'o
SIGN . p
LOT 1
M.B. 25, P. 103
\° APPROXIMATE MEAN
HIGH WATER LINE
NOW OR FORMERLY
THOMAS
�9cY D.B. 766, P. 727
of ASPHALT
EpGE
NOW OR FORMERLY
CITY OF JACKSONVILI E
s
D.B. 893, P. 255
M.B. 25, P. 103
F
OAF
EPK
Q,
9s
A
C/L INTERSECTION OF
KERR STREET &
WILLINGHAM STREET
EMN
20
PM P PR�w P`l
w����NGN
KERB SjREE�
v�3
Lu
w
L7
m
F-
m
SITE m -mi
VICINITY SKETCH
NOT TO SCALE
LINE TABLE
LINE #
LENGTH
DIRECTION
L1
1.85'
S24'12'31 "E
L2
19.75'
S67'38'26"W
L3
17.57'
N76'42'00"W
L4
50.71'
N2938'00"E
L5
15.25'
N29'38'00"E
L6
99.75'
N29*15'19"E
L7
9.80'
N29'15'19"E
L8
6.55'
N07'01'40"W
L9
90.06'
N28'38'37"E
L10
19.66'
N66°58'57"W
L11
20.62'
N07'47'00"E
L12
46.50'
S74'21'19"E
1_13
15.74'
N59'06'22"E
L14
32.31'
N59'06'22"E
NOTE
BENCHMARK: EMN
NORTHING: 365820.56'
EASTING: 2&69769.56'
ELEVATION: 2.87'
HORIZONTAL DATUM: NAD 83 (2011)
VERTICAL DATUM: NAVD 88
HORIZONTAL & VERTICAL DATUM OBTAINED
WITH TOPCO;N GRS USING N.C. GEODETIC
CONTINUOUS OPERATING REFERENCE STATIONS
041 6 -1i
OWNERS
CITY OF JACKSONVILLE
TITLE SOURCE
D.B. 4364, P. 953
TAX ID
411-163
REFERENCES
D.B. 4364, P. 953
M.B. 43, 151
LEGEND
CC = CONTROL CORNER
ECM = EXISTING CONCRETE MONUMENT (FOUND)(CONTROL CORNER)
EIP = EXISTING IRON PIPE (FOUND)
EIR = EXISTING IRON ROD (FOUND)
EMN = EXISTING MAGNETIC NAIL (FOUND)(CONTROL CORNER)
EPK = EXISTING PARKER-KALON NAIL (FOUND)(CONTROL CORNER)
ERRS = EXISTING RAILROAD SPIKE (FOUND)
MBL = MININUM BUILDING LINE
NMP = NON MONUMENTED POINT
R/W = RIGHT OF WAY
RCP = REINFORCED CONCRETE PIPE
SCM = SET CONCRETE MONUMENT (CONTROL CORNER)
SIP = SET IRON PIPE
SIR = SET IRON ROD
SMN = SET tiIAGNETIC NAIL (CONTROL CORNER)
SPK = SET PARKER-KALON NAIL (CONTROL CORNER)
= CENTERLINE
l`WM1 WATER METER
7XI= FIREWV
HYDRANT
= WATER VALVE
ss = SANITARY SEWER MANHOLE
co = CLEAN OUT
PH = TELEPHONE PEDESTAL
O = TELEVSION PEDESTAL
Fo = FIBER OPTIC CABLE MARKER
�;X = LIGHT POLE
POWER POLE
GUY `'dIRE
POWER LINE
EL = ELECTRIC TRANSFORMER
DI = DROP INLET
X1.5' = EXISTING SPOT ELEVATION
O = WOOD PILING
• = PVC PILING
0 = IRON °ILING
C = CONCRETE PILING
GRAPHIC SCALE
0 10 20 40
( IN FEET )
1 inch = 20 ft.
ACTUAL FIELD SURVEY DATE: MAY 13, 2016
MAPPING DATE: MAY 23, 2016
FIELD BOOK: 895 , PAGE: 45
PROJECT �UVBER: 15-11-10