94-16 City of Jacksonville Oversized Plans

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I, OHARLES FRANCIS RIGGS. PROFESSIONAL LAND ASS%�••��y��'�
SURVEYOR, DO HEREBY CERTIFY THAT I-IA�/O �i • ;
SURVEYED THE PROPERTY AS SHOWN HEREON SEAL
ACCORDANCE WITH THE STANDARDS OF P&CIVE •
FOR LAND SURVEYING IN NORTH CAROLINA= TIAir L-2981 O•; `
THE RATIO OF PRECISION AS CALCULATE$
LATIXI
LID
URES IS: 1 �� `••. • SUR; :•• ���••
`�• S F AyN(i�LC �"
C.Y /1 1/ WI ,,`
L- 8
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
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NOTE
SHORELINE: 312.4'
PROPOSED BACKFILL BELOW WATER LEVEL: 0 Sq.Ft.
PROPOSED BACKFILL ABOVE WATER LEVEL: 1605 Sq.Ft.
LOT AREA: 46144 Sq.Ft.
1.059 ACRES
PROPOSED FLOATING
2Vx5.5' PIER
— — — — APPROXIMATE MEAN LOW WATER LINE 0.0'
MEAN LOW WATER LINE 0.0'
PROPOSED FLOATING
KAYAK LAUNCH
— — APPROXIMA' MEAN LOW WATER LINE 0.0'
NOWJR FORMERLY
STONE _NIL DEVELOPMENT, LLC
D.B2509, P. 469
M. 45, P. 39
NOW OR FRMERLY
RIVERWALK ILANNG HOA, INC
D.B. 2177 P. 120
M.B. 45P. 39
KERR STREET
ASPH A-T—PUBLIC)
R/W "VARIES" �
.,en-nn'4rW _.
REVISIONS
06/16/16: ADDED A PROPOSED DOCK ALONG THE PROPOSED BOARDWALK
CHANGED FLOATING DOCKS FROM 4' TO 5.5'
REMOVED PROPOSED FENCE ALONG BOARDWALK
MOVED PROPOSED BULKHEAD TO APPROXIMATE MEAN HIGH WATER UNE
06/17/16: ILLUSTRATED EXISTING IMPROVEMENTS
REVISED PROPOSED BULKHEAD
ADJUSTED PROPOSED DOCK & BOARDWALK TO MATCH PROPOSED BULKHEAD
CHARLES F. RIGGS & ASSOCIATES, INC. (C-730)
LAND SURVEYING — CONVENTIONAL & GLOBAL POSITIONING SYSTEMS,
_,AND 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: [e-mail]
R/W
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11 1'
1
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APPROXIMATE MEAN
HIGH WATER LINE
\ NMP
2 V
\ � '0/
\
NOW OR FORMERLY \
RIVERWALK LANDING HOA, INC\
D.B. 2177, P. 120
M.B. 45, P. 39
APPROXIMATE MEAN \
HIGH WATER LINE
/
NOD 83 �.20>>i
X\
"LOA G PIER\�
PILIN (T1'P) \\ \\ \ N-W R�t�(ER
(-10.0'
\X-15\ \\
X-18.0'
i
PR®POSE�28'x5.3'��` ��\\\ii\ i \ \\\ -,-
\-7.1''FIr0AT W PIES (TTr)
PROROSED PIL1N6� X-13.6'
i \ \
--PUMP OUT �Z�� s
S�{TION -'
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PROPOSED CONDITIONS MAP
FOR
CITY OF JACKSONVILLE
1.059 ACRE TRACT AS PER D.B. 4364, P. 953
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NORTH CAROLINA
CITY OF JACKSONVILLE, OWNER, D.B. 4364, P. 953
15 KERR STREET
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KERR S�EE�
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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'
N7642'00"W
L4
50.71'
N29'38'00"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'
N6658'57"W
L11
20.62'
N07'47'00'E
L12
46.50'
S74'21'19"E
L13
15.74'
N59'06'22"E
L14
32.31'
N59'06'22"E
NOTE
BENCHMARK: EMN
NORTHING: 365820.56'
EASTI N G: 2469769.56'
ELEVATION: 2.87'
HORIZONTAL DATUM: NAD 83 (2011)
VERTICAL DATUM: NAVD 88
HORIZONTAL & VERTICAL DATUM OBTAINED
WITH TOPCON GRS USING N.C. GEODETIC
CONTINUOUS OPERATING REFERENCE STATIONS
NORMAL LOW WATER: 0.0'
ZONED RD-3
OWNERS
CITY OF JACKSONVILLE
TITLE SOURCE
D.B. 4364, P. 953
REFERENCES
D.B. 4364, P. 953
M.B. 43, P. 151
c
LEGEND
LOT 1
CC = CONTROL CORNER
25, P. 103
ECM = EXISTING CONCRETE MONUMENT (FOUND)(CONTROL CORNER)
APPROXIMATE MEAN
EIP = EXISTING IRON PIPE (FOUND)
HIGH WATER LINE
EIR = EXISTING IRON ROD (FOUND)
EMN = EXISTING MAGNETIC NAIL (FOUND)(CONTROL CORNER)
NOW OR FORMERLY
EPK = EXISTING PARKER-KALON NAIL (FOUND)(CONTROL CORNER)
THOMAS
ERRS = EXISTING RAILROAD SPIKE (FOUND)
D.B. 766, P. 727
MBL = MINIMUM 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 MAGNETIC NAIL (CONTROL CORNER)
SPK = SET PARKER-KALON NAIL (CONTROL CORNER)
(� = CENTERLINE
® = WATER METER
NOW OR FORMERLY
= FIRE HYDRANT
CITY OF JACKSONVILLE
= WATER VALVE
D.B. 893, P. 255
O = SANITARY SEWER MANHOLE
M.B. 25, P. 103
O =CLEAN OUT
PH = TELEPHONE PEDESTAL
O = TELEVISION PEDESTAL
Fo = FIBER OPTIC CABLE MARKER
> = LIGHT POLE
= POWER POLE
RECEIVED
— = POWER LINE
® = ELECTRIC TRANSFORMER
® = DROP INLET JUN 3 0 2016
EPK
X1.5' = EXISTING SPOT ELEVATION
�1 = PROPOSED BOAT SLIP NUMBER ®C M ® M H ® C I T
GRAPHIC SCALE
ao
: 20
0 10 20 40 6o
WILLINGHAM STET
( IN FEET )
1 inch = 20 ft.
ACTUAL FIELD SURVEY DATE: MAY 13, 2016
MAPPING DATE: JUNE 17, 2016
FIELD BOOK: 895 PAGE: 45
PROJECT NUMBER: 15-11-10

In
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