Den 15-02 2009 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 30*39'24" 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 80*28'15" 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 03'18'10" E
18.10'
L17
N 41'42'00" E
23.80'
L18
S 80'53'15" E
30.28'
1-19
S 54'03'45" E
34.74'
L20
S 42'45'06" E
35.73'
L21
S 31'42'14" 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"5'57" E
9.92'
L32
N 54'25'01" E
10.34'
133
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 26*23'19" E
44.90'
L40
S 27*34'18" E
74.53'
L41
S 26'11'11" E
36.11'
L42
S 25'58'46" E
39.60'
L43
S 60'59'20" W
4.77'
L44
N 87'05'03" W
9.45'
L45
N 30'39'24" W
23.58'
L46
N 30'39'24" W
32.21'
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 ;
5 - 910-791-0080 i
CK. EL. _ +7.0± UPLAND
G ENVILLE
2"x8" STRINGERS / I SOUND RD o
ON 2'-0" CENTERS
2"x10" (DOUBLE) j \\ `�
SHANDY
GALV. BOLT W/WASHERS ` I \ AVE. SITE
AND SPIKED - - - -
6" DIA. TREATED PILE
ON 8'-0" CENTERS
LOCATION
BOTTOM VARIES - - - - / / //J `� NOT TO SCALE
EDGE OF VEGETATION _; THE PREMISES SURVEYED IS WITHIN A FLOOD HAZARD AREA ACCORNG TO THE
-f- - - - - \ FLOOD INSURANCE RATE MAP FOR THE CITY OF WILMINGTON, NEW HOOVER COUNTY,
RTH CAROLINA (COMMUNITY PANEL No. 370171 3156 J, EFFECTIVE k 03-2006).
PENETRATION - - - -� _
PER BUILDING CODE - - - - - - - SHAND P� �\ ------ --- ---- `'-
INT CHANNEL
- - - -
g - - - - \--Cn - - - - - - - - -�
S 61' 12'23"m E t9'
9
t - - \ - -
TYPICAL PIER SECTION 'B' - - - - - - I _ ---- --8 ��-J�TYICAL)---10 I - -- -
NOT TO SCALE 13 5 �� 5- -
/ Q 10 - - FLOOD
I / I M< W; - 4 5 __ __ __ - _- -_ _- - 4 �' 1 EBB I 10
1 UI j `2 1---- ___-_-- `r _ _---------- -
Q I --_ -_ = = _ _ �° - - -- ---- --- - - _9
PROPERTY OF: a I E�C',EOFVF.GETATION ---- �� - _ _ _- - _ _ - - - - - - - - - - -
SCOTT HEDRICK 1 z I 1 1 - _ -5_ __ -_ - - - - _ - - /, _ - ------ -----
b EDGE 6 7
4
_10N42'x13TIDAL MARSH GAZEE3 - - --- --------
- -- - ✓-�
MEAN
_---
- - -
WATER (PROPERTY
Ln
13 99' SURVEYED 12-04-2008. ELEV. LINE
7)IIZC C)\�``\ / `�� - �G8 0P GET
I - 64°02'00" E NAVD 88
I NIP NIP - --- - - i---` , '� _ J /�-� \ i I �' \ // ► I .�
/ N 5902'31" E
13.04' NIP .y: \�'� r'_ _-___.-_.
TRACT C 1 -4
/F6? -- ; WATERWAY INVESTMENT ML N 79'09'35" E NIP S 68'12'54} '4E-E NIP
_ - - -- _ O\.�, \9y- -� MAP BOOK 32 PAGE 3R3 W - \ /
'/'_ ¢�. NIPS 0.09``.4cres CAMA LINE DELINEATED BY ��'�� NIP r \� 2 4 ► \ -i--____-
w e 9 / N 30'46'12" E
i I NIP t THE DIVISION OF COASTAL t JP S I -
-N1.
MANAGEMENT AND FIELD I i/ -�• B• I --- - _
\ / I MEAN HIGH WATER PER �6� , , t A •\F i 18.83' `
LOCATED ON 12-04-2008. NIPC ` 1 �` .� ='* '` t
r NIP ` n �
/ / I MAP BOOK 32 PAGE 323 \�!' `:" . \?Op i N 03'06'59" E l-
OCTOBER 1992 \ `i 26.99' ' i
FLOOD ZONE VE EL 17
\ 2j. ►NIP A
I 1 ,;� NIP / FLOOD ZONE VE EL 16
NIP ��� N 24'2T28" E rt 1� '" l 1 \ I
\ / N 286" E-� �f.? » ^ \ F 27.89
0.33'Y 1 S 14' 28�
o A! 1
\>� 0.01 Acres NIP ^�
\ i"t t68 N 54'21'15" E �: y
\ I NIP NIP ��ti ��•\ 42.79' ` �ri �I,2T;lF r NIP MEAN HIGH fER (PROPERTY LINE)► PROPERTY OF:
N 70'45'59" W 21.07' N3B?742�` SNIPS / �, ; 'tiK 1 i ji, ;--y �4 SURVEYED 1-04-2008. ELEV. 1.7� FRED ESHELMAN
\ TIDAL MARSH 4 �"�� 3\7� N 723.5151" E l 1 l ��{{ i 1 t NAVD 88
\ ti' NIP V !?6 �6 �F /.,� X ,� � � ; v�. � ,.- i i / �
PROPERTY OF: ��¢6, \ NIP r l i ��P .
I TIELWE N \ \� y- D CAMA LINE DELINEATED BY i
f SCOTT HEDRICK �90v .`' . NIP - _�, ` i ; , = ,fit' - . i �'
S8Q�0�., lyi, t \ � � , � THE DIVISION OF COASTAL �
l .� �
_ MANAGEMENT AND FIELD
i } _ ,��e LOCATED ON 12-04-2008. 42°
NIP � '' �
i ` l i "
DREDGE LIMITS
r �Z
TRACT C iA <t ` i 14' 6' 12 13' 10'
w WATERWAY INVESTMENT /`' \ iy \ ` a �� , 1
I a MAP BOOK 32 PAGE 323 L .•
�o LOT 14l'�ID' ;y , FLOAT LIFT
0 0 I PARKSHORE ESTATES ' Jo / o / _ \ j� i"1 t ` ' ` / w
o .N oii\ �� Z LL-
J
MAP BOOK 30 PAGE 105 = ? \ f .s
r* I ECM I / z LOT j1 t MEAN HIGH WATER PER TID4 MARS
e - '` t GREEt4V1LlE \S(lUNf1 f�ARDENS - \ J J
� I � N.,� : , � - ,.. , ` � MAP BOOK 32 PAGE 323 , �,,�� z
/ �1#l1$l7�IOIy #PLAT, \. -= / OCTOBER 1992 i /J"
PILE (TYP)
Cp es a
w 556 4'r p`G , *9v Li14.0
CD
MEAN HIGH WATER SURVEYED r 0.�1 D�P� �0 N\Qi PROPERTY OF: L�j - 12.0
MARSH AREA �I I - 10.0
I LOT 13 / 12-08-2008. ELEV. 1.7' NAVD 88 �5 \� � ore �o �O\e , FRED ESHELMAN � `-�� >
PARKSHORE ESTATES C-) a� 6� 62 GREENVILLE SOUND GARDENS - g.p w
AN15 5a PHASE II REVISION PLAT I w
W M.B. 37 PG. 54
��' PROPERTY OF: i - 6.0 ,l
; I MAP BOOK 30 PAGE 105 I � QG �0'� � 5�15 FRED ESHELMAN 1 iIf - 4•0 z
2.0
/ � Mg �� � a9 � , i � / 0.0 z
s _ S 64°54'50" E 197.05°
0-4/ � - - 4. 0 0
I i o OIP P G� MARSH AREA /
o TRACT B OIP <• / GREENVILLE SOUND GARDENS-8ILI >
0 w d / PHASE II REVISION PLAT / / - -10.0
l
1.60 Acres =�' 4-� ® M.B. 37 PG. 54 DREDGE AREA ��
� _ � ® p \ �, / TIDAL MARSH
Y I d r 0.69 Acres 404 WETLANDS �' ��jk1
® BENCHMARK
® ECM ELEV. 6.28' (NAVD 88) I f eel 3<30'
BUFFER \
PARKSHORE DRIVE 45° R/W N - - - - oIP 75' SETBACK SECTION A
M - � ECM z 30' ACCESS & UTILITY EASEMENT -CD 40' ACCESS AND UTILITY EASEMENT M.B. 37 PG. 54 } - ' _
\ '16'03" o \ _ _ c
N 66
- - - - \ - - - -
\ - -7 N 20'35'26" W IF N O66'16'03" W 249.38' M � - - SCALE IN FEET: 1"=25'
N
31.45'
(TIE) cr7
NOTE:
DEVELOPED FROM CONDITION SURVEY LOT 20R SECTION 1 I GREENVILLE MANOR
BY GAHAGEN & BRYANT ASSOCIATES M.B. 37 PG. 67
DATED 04/03/08
VERTICAL DATUM: NGCD 1929 I
MHW
2.20 FT.
SURVEY REFERENCE:
-M.B. 32 PG. 323 N G VD 1929
-M.B. 30 PG. 105 1.5 4 FT.
-M.B. 37 PG. 54M L W
I- --C= ------•J
LEGEND
PROPERTY LINE
CENTER LINE
RIGHT OF WAY
6" - - EASEMENT
FLOOD ZONE LINE /
-•••-•••-•••- MEAN HIGH WATER
4" POST CAMA LINE
.............................................
ECM ❑ EXISTING CONCRETE MONUMENT /
OIP 0 EXISTING IRON PIPE (PROPERTY CORNER)
NIP O NEW IRON PIPE
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'
FOR: SHANDY LANE COMMUNITY BOAT FACILITY ASSOCIATION
WILMINGTON, N.C.
NEW H AN OVER COUNTY
BY: WATERLINE MARINE CONSTRUCTION CO. DCM ECEIc EDlvc
P.O. BOX 1646 APR 0 8 2009
WR GHTSV LLE BEACH N.C.
DECEMBER 17, 2008