Den 15-02 2011 Oversized Plans

CALLS ALONG MEAN HIGH WATER
SURVEYED 12/04/2005 ELEV. 1.7' NAVD 88
NUMBER
DIRECTION
DISTANCE
L1
S 89'25'15' E
5.18'
L2
N 45'54'08" E
3.58'
L3
N 05'51'08" E
17.39'
L4
N 3939'24" W
55,79'
L5
N 17'26'58" E
5.74'
L6
N 81'38'16" E
5.98'
L7
S 49'20'47" E
16.62'
L8
S 39'20'08" E
16.25'
L9
S 37'08'07" E
22,15'
L10
S 58'20'33" E
11.98'
L11
N 8928" 5" E
14.48'
L12
N 63'52'17" E
17.19'
L13
N 55'52'34" E
28.80'
L14
N 43'00'43" E
24.16'
L15
N 08'40'00" E
23.01'
L16
N 03"8'10" E
18.10'
L17
N 41'42'00" E
23.80'
L18
S 80'53'15" E
30.28'
L19
S 54'03'45" E
34.74'
L20
S 42'45'06" E
35.73'
1-21
S 31'42" 4" E
32.34'
L22
S 05' 17'06" E
31.52'
L23
S 15'43'54" W
21.87'
L24
S 89'25'15" E
4.20'
L25
N 35*39'17" W
23.51'
L26
N 32'29'25" W
27.36'
L27
N 33'50'14" W
27.22'
L28
N 55'51'09" W
11.34'
L29
S 81'56'30" W
9.26'
L30
N 57'36'14" W
7.61'
L31
N 20' 15'57" E
9.92'
L32
N 54'25'01 " E
10.34'
L33
N 14' 18'24" W
13.58'
L34
N 29'30'18" W
39.20'
L35
N 28' 24' 11 " W
47.50'
L36
N 26'04' 11 " W
27.25'
L37
N 62'43'16" E
16.22'
L38
S 37'52'58" E
19.01'
L39
S 2623'19" E
44,90'
L40
IS 27'34'18" E
74.53'
1-41
S 26'11'11" E
36.11'
L42
S 2558'46" E
39.60'
L43
S 60'59'20" W
4.77'
L44
N 87'05'03" W
9,45'
1­45
N 30'39'24" W
23.58'
L46
N 3939'24" W
32.21'
SURVEY REFERENCE:
-M.B. 32 PG. 323
-M.B. 30 PG. 105
-M.B. 37 PG. 54
L----- -0------1 - 8�
,4" POST
',CK. EL. = +7.0t
2"x8" STRINGERS
ON 2'-0" CENTERS
2"x10" (DOUBLE)
GALV. BOLT W/WASHERS
AND SPIKED
6" DIA. TREATED PILE
ON 8'-0" CENTERS
BOTTOM VARIES
T Tl rY TI It T T.
PROPERTY LINE
CENTER LINE
- - RIGHT OF WAY
EASEMENT
- - FLOOD ZONE LINE
-•••-•••-•••- MEAN HIGH WATER
............................................. CAMA LINE
ECM ❑ EXISTING CONCRETE MONUMENT
oiP O EXISTING IRON PIPE (PROPERTY CORNER)
NIP O NEW IRON PIPE
UPLAND
0
MAP OF SURVEY
FOR
WATERLINE MARINE CONSTRUCTION & CONSULTING
TRACT B DIVISION OF PROPERTY FOR WATERWAY INVESTMENT
(MAP BOOK 32 PAGE 323)
WILMINGTON TOWNSHIP, NEW HANOVER COUNTY
NORTH CAROLINA
SCALE: 1" = 50' DECEMBER 4, 2008
SHERWIN D. CRIBB
NC PROFESSIONAL LAND SURVEYOR No. L-1099
1144 SHIPYARD BLVD.
WILMINGTON, NC 28412
910-791-0080
� r
EXHIBIT
�----
PENETRATION
PER BUILDING CODE ' - - _ SHAND POINT CHANNEL
1 S 61' 12'23" E ( `'
\..�-_EDpF OF VEGETATION_.' THE PREMISES SURVEYED IS WITHIN A FLOOD HAZARD AREA ACCORD{�G TO THE
FLOOD INSURANCE RATE MAP FOR THE CITY OF WILMINGTON, NEW HA VER COUNTY,
_CAROLINA (COMMUNITY PANEL No. 370171 3156 J, EFFECTIVE C- 03-2006).
TYPICAL PIER SECTION B 8 4CAL) --z0
NOT TO SCALE / ; '� I ` \ ` - y - -TLlF ` I Q _ 2 0 FLOOD
I1
-_M��,
`� �`_____
= - q - ---
_
- -
ocl
_---
PROPERTY CLAIMED BY: � !
-- BDGEOFVEGETA
"-+
P. SCOTT HEDRICK & WIFE I
,
J
CATHARINE D. HEDRICK �Q J Q '� .EDG ury+l I� r
I
1 N TIDAL MARSH / 42 x
LQ
MEAN HIGH WATER (PROPERTY LINE) \ \
/
SURVEYED 12-04-2008. ELEV. 1.7' ,- /'/ -` - ----------- � 13.99' NAVQ 88
NIP NIP
N 5F02'31 E
/ 13.04' NIP�� TRACT C j _ --
`a WATERWAY INVESTM$NT f r - --
/
cif � MAP BOOK 32 PAGE 3�3ML4 j �` N 720,90 " E NIP g 68'12�54 E�NIP
�� ` \ �� j� �'� a• NIP \S? 0.. Ll ���,�I creS COASTAL WETLAND LINE s'-"I NIP
NIP
DELINEATED BY THE DIVISIO N 30*4612 E t
i N\. ` \ 4�8• 1 ` OF COASTAL MANAGEMENT i 18.83
/ MEAN HIGH WATER PER ?60 F' i t N ..,,,
\ \ e o \ ♦ AND FIELD Lt7CAlED ON t
MAP BOOK 32 PAGE 323 �S� �•� AO?-04-2008. 1 N 03 O6'59" E il g
i OCTOBER 1992 �\ • NIP '•�� 26.99' �'�F �' t\�
o/p\.• • �•\S' �•.___°' ; 1 NIP • `��
NIP a V N 24'27 28 E
\ ` N 22 ,33 6" E-- A � �� \ F 27.89
0.01 Acres N 54'21'15" E NIPS;
l NIP NIP 42.79'
Y ' S3 '•. SNIP " Ai
TIDAL MARSH N 7D'45'59" W 21.07' 3?e �xx� \y.18 N 78 56 51 E
` NIP F 23.51� -..
TIE LINE N \
NIP
EBB , 10
- - _ - _----------_-----
GAZEBO-
-------------------
1 OF e--
.r'
I
FLOOD ZONE VE EL 17
f �-
rs ,�IiNIP `T i FLOOD ZONE VE EL 16
S 14'2713" W� �
-i✓ANDIP�C� .I_ .� 2g-28� 1
Z ECM I /� GRk`NVtLLE SOUND GARDENS �
PH' 1 N RECISION PLAT
i37,.PG 54
PROPERTY OF:
MEAN HIGH WATER SURVEYED " F- 0'
COASTAL WETLAND LINE
DELINEATED BY THE DIVISION
OF COASTAL MANAGEMENT 1
AND FIELD LOCATED ON 1
12-04-2008.
LOT 13 ' ' 12-08-2008. ELEV. 1.7' NAVD 88 g�� \5 OR�o GR
�4\P ' FRED ESHELMAN MARSH AREA
\ PARKSHORE ESTATES �aN5 `� 16N6 ` if PHASE LII REVISION PLATE SOUND
PROPERTY CLAIMED BY: f
c� I MAP BOOK 30 PAGE 105 ` / 42� ..�/� ° M.B. 37 PG. 54
- - - N 21 3726" W oIP N 6616'03" W 249.38'
31.45'
(TIE)
N OTE:
DEVELOPED FROM CONDITION SURVEY
BY GAH AGEN & BRYAN T ASSOCIATES
DATED 04/03/08
VERTICAL DATUM: NGCD 1929
MHW
2.20 FT.
NGVD 1929
MLW
LOT 2OR SECTION 1
GREENVILLE MANOR
M.B. 37 PG, 67
L0
N
cn
/
LOT 1R
SAUCIER ESTATE
M.B. 39 PG. 114
TOTAL TRACT AREA
1.60 Acres
1.18 Acres ABOVE MHW
SHANDY LANE COMMUNITY BOAT FACILITY ASSOCIATION PLAN
50 0 50 100 150
Scale: 1" = 50'
PROPERTY CLAIMED BY:
FREDERIC N. ESHELMAN
w
z
J
z
0
w
w
42'
DREDGE LIMITS
14' 6' 12' 13' 10'
Q FLOAT LIFT
0
w
DREDGE AREA -� 11 \ ///��r/
PILE (TYP)
- 14.0
12.0
10.0
- 8.0 w
6.0 LFILJ
4.0 z
2.0 -
--- - - - - - - - - - --- 0.0 z
- -2.0
- -4.0 Q
-10
SECTION 'A'
0
SCALE IN FEET: 1"=25'
FOR: SHANDY LANE COMMUNITY BOAT FACILITY ASSOCIATION
WILMINGTON, N.C.
NEW H AN OVER COUNTY
BY: WATERLINE MARINE CONSTRUCTION CO.
P.O. BOX 1646
WR GHTSVILLE BEACH N.C.
DECEMBER 17, 2008
REVISED: MARCH 1, 2011