185-08 OVERSIZED PLANS

I
N'�\
FORMER LOCATIONS OF FLOATING DOCKS
z
MOST PILINGS ARE STILL IN PLACE
a
SR
JUNE 7, 2005
Q
40'RW
N
SAMANTHA A. HUGHES
SR
co
DB. 2310, PAGE 1 1 2
MAP GAB. 33, PAGE
186 FLOATING DOCK
TRACT B
0 ULKHEAD81 .27,
SR
0. 86 AC+-
N85.04'59"W S85'04'59„
FLOATING DOCK
w
HIGH WATER LINE EIP
SR 1233 09' Eia29.20' EIP
73.62' L3 13159.06'
(
T
E
LINE
DIRECTION
DISTANCE
L30
S32'44'24"E
5.67
L31
S45`25'42"E
8.19'
L32
S50'47'37"E
10.48'
L33
S49`31'17"E
13.24'
L34
-S44'16'53"E
15.22'
L35
S40'38'37"E
4.94'
L36
S36'55'29"E
17.45'
L37
S35'05'41"E
8.13'
L38
S15`30'17"E
3.92'
L39
S05'13'59"W
25.43'
L40
S06'5303"W
31.25'
L41
S06`07'03"W
84.24'
L42
S07'20'32"W
18.56'
L43
S09'03'47"W
16.80,
L44
S10 49 40W
11.69'
L45
S10`57'54"W
31.18'
L46
S10`33'06"W
58.45'
L47
S33`57'52"W
2.11'
L48
S65'08'23"W
11.48'
L49
S67'42'29"W
16.20'
L50
N88'21'11"W
10.12'
L51
N84'40'55"W
16.10'
L52
N82`40'47"W
75.39'
L53
N82'34'33"W
36.80'
L54
N82.48'09"W
33.80'
L55
N76'07'06"W
1,70'
EXISTING DRIVE o N86'13'39"E w
N85'04'59"W cv N04'55'01 "E L L33 t-
N33-54' .886"X E.REBAR o �
„ / 85.52' E REBAR N33-54' .895" L34 0
E78-22 .407 ! o J
1 N33-54' .1385" E78° 22' .373„ -L35 -�
/ E78 22'.390" j� L36
L 3 7 cn
j LNTR
NEW CONC . ' A -COAST
BULKHEAD L38 N33-54 .880 AL WATERWAY
McMUtLAN PARTNERS, LLC E78'22' 357"
13
/85/803 NOVEMBER 2, 2006
LOATlNG DOCK
/ 76-52' VICINITY MAP NTS
/ / L40
/ FORMER LOCATIONS OF FLOATING DOCKS
MOST PILINGS ARE STILL IN PLACE
/ CONC. ,N
/ BULKHEAD THE POINTE LLC HWL+ JUNE 7, 2005
DB. 2310,_PAGE 114
/ i7c MAP CAB. 33, PAGE 186
/ TRACT C L41 �L1
1.46 AC.+-
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FLOATING DOCK
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/
L42
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NOTE: CPS READINGS ACCURACY
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L51 L50
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V vAT E�rW N33o
54' .830�"
A Y E78-22
.367
MAP
OFF EXISTING ' CONDITIONS
HUGHES MARINA
MAP PREPARED BY JAN K . (SALE PLS
FOR
)>
M
GRAPHIC SCALE
891 COPAS ROAD SW
SHALLOTTE, NORTH CAROL I NA 28470
THE PO I NTE LLC
of
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DB. 2310, PAGE 114
zoo
PREPARED FROM PREVIOUS SURVEYS AND NEW
cz
--
CPS READINGS
( MAP ALSO SHOWING
1HE OLD FLOATING DOCKS
AND PIER
LOCATIONS
IN FEET
1 inch = 50 ft.
SHALLOTTE
TOWNSHIP BRUNSWICK
CO. N.
G.
JUNE 2.
2007 SCALE <1 "
= 50."

I
0
z
o
o tO r'
Z C.
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0
NORMAL HIGH WATER LINE AS DETERMINED BY
1.84' ELEVATION NAVD 88 DATUM) ) X -3.4
NORMAL MEAN LOW WATER LINE X 3.4
JOHN T. MADISON SET TO 0.00 ELEVATIONPER CAMA PERMIT
DEEDBOOK 1525, PAGE 816 REQUIREMENTS (NAVD 88 DATUM) X -4.0
q MAP CABINET 21, PAGE 531
ar ° '
O 90
� 5
a X 3.4
X 65
C7 t7 X -4.6
THE POINTE, LLC
,o DEEDBOOK 2310, PAGE 11411
179 /� MAP CABINET 33, PAGE 186 -' 83 -6
TAX PARCEL 2300A014 S46 S47
0.71 ACRES
N033°54.9159'�.-
N033°54.9156'
W078022.3835'
S48
PROHIBITED SHELLFISH HARVESTING AREA
W078022.3284'
�. S45�
o.OP
o� X -8.7
S44
X �d
-10.7
S49
X 3.4
M k"
Q
S43
n
S50 X -4.6
SAMANTHA A. HUGHES
_
- :.:...... -8.3
Y X -6.2
-
VICINITY MAP
DEEDBOOK 2310, PAGE 112
MAP CABINET 33, PAGE 186
TAX PARCEL 230OA01701
0.4 O
s42
S41
ci
NOT TO SCALE 11,43 0.84 ACRES X -10.6 PROPOSED DOCK LAYOUT BY
O
BURGE REALT s4o SOUND MARINE MAP DB 184, PG. 256 DATED 11-07-07
s39 27'-1"
-0.8 s -7.1
S37
opps�p.i?�K -11. j� :
SURVEYOR'S CERTIFICATE
R
P........ X 3.4
S35 S36 X -5.7
I CHRISTOPHER D. STANLEY, P.L.S., CERTIFY THAT THIS ooaeeeaeret s33 s34
PLAT WAS DRAWN UNDER MY DIRECT SUPERVISION FROM ,e �> C, .,, X 9.7 s31 s32
-10.0 ti
)E UNDER MY SUPERVISION ,t��®• rrf_5Slti
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(DEED DESCRIPTION RECORDED IN BOOK - , PAGE_ m' �'.-,z-
x
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;THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY
INDICATED AS DRAWN FROM INFORMATION FOUND IN 10 L-331 r .L
BOOK PAGE THAT THE RATIO OF PRECISION w� �
AS CALCULATED IS 1: coO ©'f- ;"THAT THIS PLAT WAS t�)• . • suvkq
CONTROL POINT
PREPARED IN ACCO A CE WITH G.S.47-30 AS AMENDED. a°�ri7LCa;,�4`` NccRmcooRDuaATE ° ° x
�FJi rtt NAD 83 (86 ADJUSTED) _
WITNESS MY ORIGI AL SIGNA ISTRATION N ER =�etsrlaa: N=60528.335
AND SEAL THIS DAY OF G-� , 2008 E=z I9o37o.7oz rlt
-4. S30 S29 > S28 S27 S x
-10.6 X -13.1 Y
C O
PROP"oSED : , 11.5 Pd X 2.5
CHRISTOPHER D. STANCE Y, P.L. NC L-3387 MCMLTLLAN PARTNERS, LLC DCXT{
_ X -6.6 C
DEEDBOOK 1385, PAGE 803 X 8.5 0 CIO
00
S21 S22 S23 S24
. S2
THE POINTE, LLC 31,
PEEDBOOK 2310, PAGE 114 - .5 °
MAP CABINET 33, PAGE 186
NOTES: TAX PARCEL 230OA014
1. BOUNDARY INFORMATION OBTAINED FROM A SURVEY BY
1.41 ACRES I'sXTERIOR
J:A-N K. DALE, P.L.S., DATED 8-12-2005 ENTITLED " MAP OF PILINGS
SURVE`,r FOR ALLISON B. HUGHES ET AILS AS RECORDED IN RECESSED
MAP CABINET 33, PAGE 186 OF THE BRUNSWICK COUNTY PILINGS
REGISTRY. -
-2.9
8.7X X°-7.0 ° -9.3
2. ELEVATION CONTROL BASED ON NCGS VERTICAL CONTROL
MONUMENT "M-161" ELEVATION = 13.99' (NAVD 88) -i " f �' ..
" 0.0 X
APPLICANT INFORMATION:
SAMATHA A. HUGHES
THE POINTE, LLC
1800 VILLAGE POINT ROAD
SHALLOTTE, NC 28470
910-443-0814
s20 s19 sls s17 s16 -3.8.2
3. ALL ELEVATIONS SHOWN ARE BASED ON MEAN LOW O
WATER ELEVATION SET TO ZERO. MEAN LOW WATER
EXISTING CONCRETE
ELEVATION = -2.7I' (NAVD 88)
BULKHEAD PROPOSED DOr �{ °O
4. NC GRID COORDINATES WERE MEASURED ON 11-21-2007 EXISTING CONCRETE -
USING TOPCON TPS HARDWARE AND SOFTWARE, USING RTK BULKHEAD su slz
(-DINATES ARE BASED ON NAD 83, 1986 <s13 s14 Sls
GPS METHODS. COOT
ADJUSTMENT. POINTS LOCALIZED USING NCGS NORMAI . MEAN LOW WATER LINE AND
MONUMENTS "ISLEPORT" AND "RUNWAY". HIGH WA I ER LINE RUNS ALONG EXISTING -2' 77 --_ °
BULKHEAD SHOWN I'�------ APPROXIMATE ,�E�1R EDGE
5. PROHIBITED SHELLFISH HARVESTING AREA COORDINATES OF EXISTING CIL',NNEL
PROVIDED BY CLIENT.
X 8.5 -3.3
6. CENTERLINE OF CHANNEL OF SHALLOTTE RIVER BASED ON N033054.8410' X -6.3 X -9.3
BEST FIT OF DEEPEST AREAS LOCATED AND IS W078022.4229' X -9.2
APPROXIMATE AND SUBJECT TO CHANGE. vERncALcoNT'(NA D88DsTT
ELEVATION=5.9T (NAVD 88 DATUM) X -g-g
7. IC INTRACOASTAL WATERWAY RIGHT-OF-WAY AND X -9.7
CHANNEL INFORMATION SHOWN IS BASED ON CURRENT
MAPS PROVIDED BY THE WILMINGTON DISTRICT OFFICE OF
THE US ARMY CORPS OF ENGINEERS. 33 -
-4 3 -.i,6 -10.8 -6.2 slo S9 S8 S7 `"' S
4.7'+-
. 0076500 0
_. . .
RIPARIAN
- PROPOSED DO(K X 12 - .3
ENCROACHMENT S l _ 282'-5" X -12.3
X -12.0
-15.6X S2 S3 10.8 _
G"Ov w AY
CON
INN
P --15.6 - X -14.1
15.1 X 90°
X. -16.2
-18.7
i gp
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N033°54.8074' PROHIBITED SHELLFISH HARVESTING AREA X -16.5
W078°22.4230' X -15.5 N033054.8069'
W078022.3292'
Y
-NC
X -19.5
Cl� O� X -17.0
X -16.1
vs' X -21.1
PIvl A,� X 2.7
16.
LLB \
SCALE: 1" = 40' Ecx X -17.5
pm
0 20 40 80 120
X -19.4
'This drawing shall not be reproduced in
Whole or' 1 p-ft. �-�ituaut �=' ten Permission
( cast ).t)pit3eetitjv & S, rVOYITtg , k'.C.
Revision s
REVISED 01-03-08 TO SHOW
BOAT SLIP NUMBERS AND
REVISION OF NORTH SIDE OF
PROPOSED DOCT PER DEBBIE
Wl
WQD
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sls BOAT SLIP NUMBER
X -12.0 SPOT ELEVATION
N033054.8069' GEOGRAPHIC COORDINATE
W 078°22.3292'
aaa m
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11 ��
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Date: 01-08-08
Scale: 1 "=40'
Drawn By: CDS
Checked By: CDS
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT AFFIXED
CORPORATE SEAL.
2 of 4
ECES PROJECT NO.0651

NORMAL HIGH WATER LINE AS DETERMINED BY
10
1.84' ELEVATION (NAVD 88 DATUM)
8
NORMAL MEAN LOW WATER LINE
SET TO 0.00 ELEVATIONPER CAMA PERMIT
6
-8.5x REQUIREMENTS (NAVD 88 DATUM)
4
JOHN T. W DISON
X -3.4
X3.4
2
DEEDBOOK 1525, PAGE 816
x -4.0
0
MAP CABINET 2I, PAGE 531
ti
,= Q
-2
4
11.0 X 3.4
-4
a
THE POINTE, LLC
X -6.5
X-4.6
6
DEEDBOOK 2310, PAGE 114
MAP CABINET 33, PAGE 186
-8
TAX PARCEL 2300A014
PROHIBITED SHELLFISH
SAMANTHA A. HUGHES
HARVESTING AREA
Q
3
DEEDBOOK 2310, PAGE 112
CABINET 33, PAGE 186
x 8.7
-10
M
MAP
7
x3.a
-12
N w
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TAX PARCEL 230OA01701
x as
r it
x 6.2
8.3
04
-14
-16
SR 1145
x-1o.6
APPROXIMATE NEAR EDGE
OF EXISTING CHANNEL
URGE REALT
-18
DB 184, PG. 25
ELE V
0 8 1 11-2
00
X -5.7
X 3.4
X 9.7
-10.0
00
»:. 1+00 2+00 3+00
o cd
837'+_ O 0 ON
WIDTH OF WATER BODY
P4 , o
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McMULLAN PARTNERS,
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DEEDBOOK 138 0 .7 �✓ ^� ON
THE POINTE, LLC 5 C'd t-
DEEDBOOK 2310, PAGE 114 3
MAP CABINET 33, PAGE 186 d
TAX PARCEL 230OA014
m �T�
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8. �
-3.8 2 CROSS-SI.CTION "A..
17
NORMAL MEAN LOW WATER LINE AND m
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6.2
BULKHEAD SHOWN
l X 8.5 -3.3
X -6.3 X -9.3
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X -16.2
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X -16.5 0
x 15.5 PROHIBITED SHELLFISH HARVESTI G A
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DEPTHS PER
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x-19.5 BULKHEAD TO DOCK
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X -16.1 5.5 U
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Date: 01-08-09
C�L L Scale: 1 "=60'
Drawn By: CDS
Checked By: CDS
1
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(JCONSTRUCTION WITHOUT AFFIXE
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CO !f! SCALE: 1" 60' 1
� = of 4
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-.7.5
0 30 60 120 180 -
FEET- 2OF 2
This drawing shall not be re roduced in
p ECES PROJECT N0. 0651
whale or in part without written permission
�'-9--` il......F �.,..<.,oa.-;..� Rr C..rz�Pvinr� P (' -

- t -8.5 %t -
Revisions
�- NORMAL HIGH WATER LINE AS DETERMINED BY
1.84' ELEVATION (NAVD 88 DATUM) REVISESHOW
X -3.4 Boar SLIP 01INUMBE-03-08 Os AND
NORMAL MEAN LOW WATER LINE X 3.4 REVISION OF NORTH SIDE OF
JOI IN T. MADIS ON SET TO 0.00 ELEVATIONPER CAMA PERMIT PROPOSED DOCK PER DEBBIE
DEEDBOOK 1525, PAGE 816 �NIv1
REQUIREMENTS (AVD 88 DATUM) ) X -4.0 6' W E.S. FABRIC
MAP CABINET 21, PAGE 531 a w wIRE MESH
- STEEL OR WOOD POST
900 WIRE MESH FOR STANDARD FABRIC
MIN. 14 GA. 6x6 MESH o
FOR STANDARD FABRIC I � FILTER FABRIC
N CO
OR EXTRA STRENGTH
-11.0 N W
X -6.5
Co E DIRECTION OF WATER FLOW
61 U
THE POINTE, LLC t,r \-ANCHOR FABRIC SKIRT
e DEEDBOOK 2310, PAGE 114 f Z MIN. a" DEEP & 4° WIDE.
-61�
179 MAP CABINET 33, PAGE 186 83 l
s47
-- �� TAX PARCEL 2300A014 l s46
0.71 ACRES N033°54.9159' N033°54.9156'
Q'�. W078°22.3835' sas PROHIBITED SHELLFISH HARVESTING AREA W078°22.3284' NOTES:
1. SYN. FENCE FABRIC SHALL BE MIN. OF 30,E IN WIDTH WITH
IN�J S45 �A 30 LB/IN TENSILE STRENGTH FOR STANDARD FABRIC
47S 0+ its AND 50 LB/IN FOR EXTRA STRENGTH.
O V <P. S49 2. FABRIC SHALL BE CONTINUOUS LENGTH. IF .JOINTS 54
J O X -8.7 X �� ARE NECESSARY, LAP FABRIC POST TO POST. EIq
Q
M r O 44 ° -10•7 X 3.4 3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE. A
M S43 :.
1179 Q �� S50 p / X -4.6 4. WOOD POST SHALL BE A MIN. OF 4' IN HEIGHT AND
Y X -6.2 4" IN DIAMETER. FABRIC SHALL BE FASTENED TO
� � { � ITT T � T �7 7G � WOODEN POST WITH NOT LESS THAN #9 WIRE STAPLE + S1�1V1t11V l llt� A. 111J1711L S -g.3 W LONG PO TIE WIRES.
DEEDBOOK 2310, PAGE 112 0 42 O�
TEMPORARY SILT FENCE
o MAP CABINET 33, PAGE 186 �1 41 ;y` f �. ,. " Nrs q F�'1 N p
v TAX PARCEL 230OA01701 x V) 00
VICINITY MAP �, ,>o: -- - -- - o v .
NOT TO SCALE .5R 1 145 0.84 ACRES ...... tA X -10.6
PROPOSED DOCK LAYOUT BY
BURGE REAL 40 SOUND MARINE MAP
DATED 11-07-07
-- - DB 184, PG. 256
0
- 3 271-1
X-11 2 s37
` -_ 0.8 7 1
3ED. �K
SURVEYOR'S CERTIFICATE PtioPO -11. X
s35 sae X -5.7 X 3.4
CHRISTt?PHER D. STANLEY> P.L.S.> CERTIFY THAT THIS S33 s3a
ti aoranevnt ttu X 9.7 $3 S32
PLAT WAS DRAWN UNDER MY DIRECT SUPERVISION FROM �;'3C);�+:,�
-10.0 1
rf
...T T gURA1'rs'�renEUNDERMYSUPERVISION *�®� ASS{ �a;lyr�N } 0
(DEED DESCRIPTION RECORDED IN BOOK PAGE)s. I
tP
nc
x
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N
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0
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;THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY SEAL � �
INDICATED AS DRAWN FROM INFORMATION FOUND IN (r�(:r L-33£7 ;� �,' 1 y
-.{ / � N
BOOK , PAGE _; THAT THE RATIO OF PRECISION a�-,, . I p� idyl
CONTROL POINT x
AS CALCULATED IS 1: O00"�""THAT THIS PLAT WAS '��' `� SU6`1 "' t,'
PREPARED IN ACCO A CE WITH G.S.47-30 AS AMENDED. °'r NER, 1�4 NC oxro cooxDtNATB
NAD 83 (86 ADJUSTED)
I�'c: El9 (Iia:r,ZW
WITNESS MY ORIGINAL SIGNA ISTRATION N ER N 6osz8.335
�903707Q2 r
ITI
AND SEAL THIS DAY OF C�., , 2008 --� s3o
� -4. S29 528 527 S �•+ f T l
! -10.6 X -13.1 f..L..�
-
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AR.TNER LC PxoF os D - o s
-11.5 X 2.
i� Mc1VIt_1LLAN P S, L
CHRISTOPHER D. STANLEY, P.L. NC L-3387 f X 8.5 o X -6.6
DEEDBOOK 1385, PAGE 803
S21 O S22 S23 S24 32
O
1 1 HE POINTE, LL 3 I, y
)EEDBOOK 2310, PAGE 114 _ y
IIAP CABINET 33, PAGE 186 jj���I11
NOTES: TAX PARCEL 2300A014
1. BOUNDARY INFORMATION OBTAINED FROM A SURVEY BY j 1.41 ACRES Q/ EXTERIOR
JAN K. DALE, P.L.S., DATED 8-12-2005 ENTITLED " MAP OF J /u PILINGS
I J � TGHES ET ALS AS RECORDED IN RECESSED
i SURVEY FOR ALLISO� I B. HL . � I
PILINGS
Mr+ ,..1BINE'I 33, PAGE 186 OF T1IF RRUNSWICK COUNTY
'
2.9
8.7X X°-7.0-
2. ELEVATION CONTROL BASED ON NCGS VERTICAL CONTROL
MONUMENT "M-161" ELEVATION = 13.99' (NAVD 88) (( "' "
S20 S19 $18- S17 S16 _1.0x�.2
3. ALL ELEVATIONS SHOWN ARE BASED ON MEAN LOW ", <�/ w
ELEVATION SET TO ZERO. MEAN LOW WATER ' \
WATER EL 'Z EXISTIIIG ONCRETE
ELEVATION = -2.71' (NAVD 88) _ ...... _
t a BUL EADCD
1 _ .. -
1
4. NC GRID COORUDINATES WERE MEASURED ON 11-21-2007 EXISTING CONCRETE �! t, ' xj
USING TOPCON TPS HARDWARE AND SOFTWARE, USING RTK BULKHEAD , s11 s1z
\ S13 s1a
GPS METHODS. COORDINATES ARE BASED ON NAD 83, 1986 n
O s1s �..I
ADJ
USTMENT- POINTS LOCALIZED USING NCGS`,ORMAL MEAN LOW WATER LINE AND °
MONUMENTS "ISLEPORT" AND "RUNWAY". HIGH WATER LINE RUNS ALONG EXISTING � � /� '�
1�� � 1 ���---- 77'_2" APPROXIMATE NEAR EDGE [-••1 �j
BULKHEAD SHOWN 1` OF EXISTING CHANNEL f �+
5. PROHIBITED SHELLFISH HARVESTING AREA COORDINATES
PROVIDED BY CLIENT. r X 8.5
a
X -6.3 w
r'-9 3
6. CENTERLINE OF CHANNEL OF SHALLOTTE RIVER BASED ON N033054.8410' , ° T
BEST FIT OF DEEPEST AREAS LOCATED AND IS W078°22.4229' �,_r VERTICAL CONT L: REBAx SET
�
Avn ss DArum1)
APPROXIMATE AND SUBJECT TO CHANGE. � X -8.8
�'= X 9 7
7. ATLANTIC INTRACOASTAL WATERWAY RIGHT-OF-WAY AND f ° 6-2"
CHANNEL INFORMATION SHOWN IS BASED ON CURRENT
MAPS PROVIDED BY THE WILMINGTON DISTRICT OFFICE OF - 33'
THE US ARMY CORPS OF ENGINEERS. _4 3 .5.6 -10.8 -6.2
S9 /8 S7 o S
4.7 +- s10 - 7 6<�/ 0
RIPARIAN PROPOSED DOCK X -12.3
ENCROACHMENT S 1 52 282'-5" 10.8 X -12.3
_ X -12.0
-15.6X S3
rd S 5
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G
Cp
.�sC(C 900 -15.6 X -14.1 Date: 01-08-08
X -16.2 Scale: 1 "=40'
Drawn By: CDS
Checked By: CDS
SSA
CY" " -18.7
sly 14.5 X
N033054.8074' PROHIBITED SHELIHSH HARVESTING AREA X -16.5
N033°54.8069\
W078022.4230 X -5.5
W078022.3292°
S PLAN IS NOT ISSUED FOR
ONISTRUCTION WITHOUT AFFIXED
L (� X -19.5
CORPORATE SEAL.
h
O X -17.0
VED
Q �C _ ECEIv �
1(1 X -21
. CAA WILMINGTON, NC
.1
�j 1 FEB 0 8 2008
Aj
t'�
1�
LLB
SCALE: 1" = 40' EDEgA� CkSAN X -17.5
mmmmmmd/ F O
X -19.4
0 20 40 80 120 i
Th=^ drawing sb<1ll not be rerr^�iticed in
..11,.1.1x -r in rtmf cvitllnut WT.
ECES PROJECT N0.0651