33-19 Oversized Plans

Revisions
R
a. ADJOINING DEED 13ASED ON CURRENT INIFOROTION FOUND IN THE BRUNSW" COUNTY TAX
MAP CABINET 76,
2, ACCOMW
Ti? CURRENT FEMA H1.O4A3 MAP I 372010750OJ THE PARCEL. APPEARS T13 BE 1.0CA70 IN THE PAGE 55
1184 FOLLOWING ZONE. W, BASE FLOOD UVAT10N - 17,0.
3. THE PROPERTY 1S WiIECT TO ANY AND ALL EASEMENTS. COVENANTS, RMCiIONS, •-OF-WAYS OF
AND/OR REt iS WHICH MAY LBIT THE USE OF THIS REGt?RD,
Ei�1fAL ORDINANCES%PROPM..� -
NC 179'
WHETHER SHOYM OR NOT 94OWN ON THIS SURVEY MAP,
. '
,�
4H1MED AND APREPARED �H1HOtITHE 0� � TITLE .�_. �TRANFQRMER
,
SUIIJE
CT TO ANY FlvCTS WHIC#i MAY BE DISCLOSED BY A FULL AND AWMTE Tiii£ SEARCH. USERS OF THIS
T" SOLD OBTAIN AN ACCURATE LEGAL AS TO OWN N THE
OF THIS
PLA
PLAT n
1
ARE BASED ON A4AP 76, PAGE 55 . ALL DISTANCES ARE HORIZONTAL ND
r.y^.
5. ALL
TE mEt11OD. CALCULATED TO HriEAN HIGH WATER
DISTANM
I'r�W 6. AREA $Y � x...--� f'�i
NC A '�i
NJe.V.D, H18 DATUt1 AND WERE OBTAgI:D BY NC ttfA1. TIME NETWORK
7. ELEVATIONS BASED tJ1'!
DATA STAT�IN ii3 H36 7-S897A 2t103)
�- SIGN
H WATER L BASED tkt N.OAA Ted. IIUIRI( { ( �
LOCATED AT THE SUNSET BEACH FISHM PER. MEAN HIGH WATER ELEVATION 2.01(NA )
y..
SITE � r. a
9. TALC PARCEL NUt 243iANMI1 �,..fit.`' .--:. � 0:, �
SIGN
�-- FIRST ST. LSA
10. U5 SURVEY FEET. '"
11
c0,
OCEAN ISLE BEACH
10 E
n
VICINITY MAP
'`--° N Y C. SN I 'LD` 1,i.1
NO SCALE
��...��� .. µ� J{�HN C. &WED Eft E � ..
-� -(LS� ,..... � DEED BOOK 3235, PAGE 394 �
WAS ORA1�1 UNDER MY SUPER09M FROM AN AC SURVEY t
MAP CABINET 72, PAGE 47 CL
1 THAT THIS MAP ,,.. � --�, - ..N�.._ - t/)
P TION RECORDED IN BOOK PAGE
r . - TAX PARCEL 257DI004
rtY 51fON (DEED (j R,
1NFORIAATHON Boo1c
SURVEYED ARE tII�CATED AS DRAWN FROM `l06
FNq
THAT THE BOUNDARIESNOT Sti P4 d _
RATIO OF PRECISION IS 1:10,000, AND THAT THIS SURVEY
_ ..� _. -' TRANSFt}RMER
THAT THE 4� GRAVEL
. PAGE
OF AN EI�5IHNG PAtt+GET.
# EAfIi T THIS MAP HaEETS THE REH2UIROIS of THE LSA
i
NORTH CAH2�+tA 21 NCAC 56. 1 Hi00).
STMDARDS OF PRACTICE
FOR
RVEY�iG { Pa
-
Y � :;
THIS 23RD H}!► OF - ssssss�i��
-
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W
LSA 75' AREA OF 'S , i�
ENVIRONMENIAL ' 30 CAM LIE 0
CON CERK LINE (AEC)
LSA MONITORING .✓' W; 1 f ADJACENT
WELL. CONCRETE BOAT 1 �
EXISTING SwF 18'- W FLOATING DOCK Uj
7 RAMP (ABANDONED)
i
BULKHEAD-, -� � �
WF 17
ASPHALT t)RIVEWAe
.t)
�.- IS
A
QQ ACRES
1 1'1E5
5__ r
'`° -
$ S ,FT.La
WF 14 C10
k L� _ - ,�►
/ F 13 CI t ` W4 ytt EDGE OF
(i4 " eq
SST MARSH-, ....... � ,,,,,,► � _�'..
�� vv
u o o
EXISTING .`' 15 o o 0 / / O
a BULKHEAD o o
tt MEAN HIGH R LINE
C 13 WF 1 Z -- MATE .,•
,..�-- .. ...,.... �ti3 (SEE NOTE) ,,�� ip
i tx
(tI
W _ `
�
R ,$ ..-"
+C4COASTAL W D LINEAS MARKED BY LAND MANAGEMENT
WF s m GROUP, MAY 2018
...--°
.WF B =--� -
...
.- EDGE OF MARS
..-•r ..
C24 OF
THE BONANZA GROUP, LLC
CIO
m
DEED BOOK 3934, PAGE t
W52
5
CABINET 76 PAGE 5 �
MAP
WF 3
MA03512
TAX PARCEL 243 �...., � � .� .� ,� � _ ,•,"" � ,,,.-� _ _
W54-
EXISTI NG
HEAD
BULK -
CAPTAINS LANDING ,-
CONDOMINIUM
e
CONDO BOOK 9, PAGE 463 404 WETLAND LINE AS
/� i
C30VF 1 MARKED BY LAND MANAGEMENT
GROUP MAY 2018 EDGE Hof
-�- SALT MARSH WETLAND TABLE
f ADJACENT .,•- r'' -,.•'
!' FLOATING DOCK l _ ,:..■-" x Uk BEARING DISTANCE Dam
W3 SIC 51' 491E 9.17 - a
/ WJ SIT 14' 051E 31.85 DNWCD5'
/ ihasvn 137+.
,.✓ / / ... ' W3 S2S Sr 511 26 83 Checked By: OAS
W3 S1 T 56' 21 `W 14.18
_..
,,.► ''�- ..�:--` .i t °, W4 s1H1.39' 20'E 46.56 TOWNSHIP: S�iAlLOTTE
COUNTY: BRUNSWICK
BOUNDARY LINE TABLE
UNE
BEARING
DISTANCE
Lt
NIS 59' OVE
13.85
L2
N69 19' 521E
4.11
L3
S21' 32' 551E
4.56
L4
S29' 09' 261E
19.36
L5 j
SW OY 461E
13.32
L6
S15' II' 351E
8.94
L7
SO' 30' 22 W
9.08
L8
S4 54' 321E
13.96
1.9
1 S17 41' 50"1W
12.51'
L1O
S21' 29' 311E
19.66
L11
S15' 20' 091E
24.34
L12
S31' 59' 37-W
6.78
BOUNDARY LINE TABLE
LINE
BEARING
DISTANCE
L13
S25' 47" 191E
16.37
L14
S3Y 46' 42" E
17.06
L15
S37' 09' 031E
5.28
L16
S29 22' SIT
13.30
L17
S31" 10' 401E
1&94
H.18
SU 3W 241E
29.81
LI9
SS 31' 151E
15.58
L20
S25 20' 33 E"
15.97
L21
Say 23' 211E
18.17
122
S25 38' 051E
20.85
L23
S15 01' 221E
38.49
L24
S15 01' 221E
38.49
BOUNDARY:i
6_I
W4 S15 OY OYE 43,10 STATE. NC
W4i j S1s 57' 55-E 123.94 GREW: IS/CS
FB/PG; FILE
a'
FOILED
441-
0CM-MHD CITV
RECEIVED
JAN 4 3 2019
W52 S21' 12' 271E 35.49
W53 S23' 55' 26'E 2226 DCM WILMINGTON, N
W54 S15 35' a0'E 34.49 SCALE: 1" = 30'
0 15;' 30 60 go SHEET 1 OF 4
1
ECES PROJECT NO. 1883
0 3018 This dmwing email not be reproduced in whole or in part without
written pamission of East Coast F..ngineering & Surveying, P,C.
ECES PROJECT NO. 1883
0 3018 This dmwing email not be reproduced in whole or in part without
written pamission of East Coast F..ngineering & Surveying, P,C.

Revisions
���Exu NDTIo, PROJECT DATUM DIAGRAM
ES � ON CURRENT` INFOL�IATK)I•I FOUND IN THE 1�zUNSW�K COUNTY TAX
t r ADJfNNiNG DEED REFERENCES
MLW DATUM NAVD 88 DATUM MAP CABINET 76,
PAGE 55 '`�-�,..�`• -
3i2Ot075t10J, THIS PARCEL APPEARS TO BE LOCATED IN THE
2, ACGtIRt�P1G To cU' FE�,FA FI.(� # +4.96 �-2.0 1 (N.A.V.D. 88)
N = 17_O'.
11$4 FOLLOWING ZONE. hlE`, BASE FLOOD ELEVATid MEAN HIGH WATER
ALL EASEMENTS, COVENANTS RESTRICTIONS, RIGHT—OF—WAYS OF
3: THE PROPERTY IS SUBJECT TO ANY AND -`'`•
OF THIS PROPERTY; N.A.V•D. 88
RECORD, MENTAL ORDINANCES AMID/O[� REQUIREMENTS +1I�iICH MAY THE USE +2.95
T ON THIS SURVEY MAP.
NC 179 WHETHER SNOYMN OR NO
PREPARED WITHOUT THE 10EFIT OF A TITLE REPORT AND IS THERE
BY
� Y
#S SUR4�.Y PERFORMED AND MAP PIMP
4. THE � .� .� 95 .A.V.D. 88
SUBJECT TO ANY FACTS WHICH MAY 13E DISC BY A FULL. AND ACCURATE SEMI:. USERS OF THIS 0.00 . (N `
OF THIS MEAN LOW WATER " SHOULD OBTAIN tN3TNN AN ACCURATE LEGAL OPINION AS TO OWNERSHIP WITHIN THE BOUNDARIES
PLAT SH
PLAT.
BASED ON MAP CAMNET 76, PAM 55 ALL DISTANCES ARE HORIZONTAL GROUND
5, ALE. BEARINGS ARE
DISTANCES. f
NC AIWW 6. AREA BY C TE METHOD. AREA CALCULATED TO MEAN HIGH WATER LINE:
7: BATLt=TRIG ELEYA?IONS BASED ON MEAN LOW WATER (MLW) AS DEFINED BY N.OAA. TIDAL BENCHMARK
ILL
DATA (STATION ID (2003) LOCATED AT THE SUNSET FISHING PIER. MEAN LOW (STATION.WATER
ELEVATION - -2.95' (NAVD ss)
p
DATA STATION ID 8659897-9897A (2(X)3)
SITE
8, MEAN. NIGH WATER LINE BASED ON N.O.A.A. TIDAL._ MARK ( , �.'
LOCATf�7 AT THE SUNSET BEACH f1SH1NG PIER.. MEAN. HIGH WATER ELEVATION =+2.01 (NAYD88)
FIRST ST. ANT` ASSOCIATES AS PROVIDED BY THE
9. CHANNEL 122 ALIGNMENT SHOWN PER �IRVEY BY L�AHAGAN 3c BRr E
TOWN OF OCEAN ISLE BEACH. „C U
-`
OCEAN ISLE BEACH
10. BRUNSWICK COUNTY TAX PARCEL NUMBER: 243MAO3511
11, US SURVEY FEET. iw �, o z
a
VICMTY —
.�:- > CRC(D
NO SCALE - � 0
06
LL
-w AN -
C. & WENDY C. SHEFFIELD
a
f DEED BOOK 3235, PAGE 394 c
MAP CABINET 72, PAGE 47
TAX PARCEL: 257aI004 t M0f
.C
" 75' AREA OF
DMRONMENtAL
CONCERN LINE (AEC) U 000 13
c U
0 1
a..
CAMA BUFFER LI E ,, p 0
11,.f t3
g
1.81 ACRES
1 i ADJACENT
EXISTING •,� , � FLOATING DOCK W
78,846 SQ.FT. BULKHEADS- _
CONCRETE BOAT _ ..
� RAMP (ABANDONED)
/ '
—' —
t.9 l8 L7
i EDGE OF
SALT MARSH � - " _, .•� -
EXISTING _- / 15 , o °r am l o °
BULKHEAD /ti ° r �, a o
` . ..
MEAN HIGH WATER LINE /
SEE NOTE)
r
.00
,r
_fir ..�-- i 1. "� -_ -- ` � -� ,� " �_. - . - - P���L - -• � — • / _. _ r .-''
_ I
COASTAL WETLAND LINE AS
MARKED BY LAND MANAGEMENT
s / / ✓' _�. GROUP, MAY 2018•-i _ ... -4 / . j F
`&e
'q EDGE OF NARSH - ` _ 'i
=...-- -- -.''"'' � �.r �,� 'dam'' ---
4 P _ r
�- ,•'�` W
THE BONANZA GROUP,
DEED BOOK 3934 PAGE 17
P CABINET 76 PAGE 55 •• ..,
-
TAX PARCEL. 243MA03512
EXISTING - ' _- _ ✓'"''� - _. -
BULKHEADE
CAPTAINS LANDING _ —
CONDO
��L2 404 WETLAND LINE AS
CONDO BOOK 9, PAGE 463 MARKED BY LAND MANAGEMENT � �!
_ GROUP MAY 218
..mom"}€f� -"''rt �� �"' fl✓
/2 -^
ti
r
SALT \\ EDGE OF
Y
-- .- MARSH
ADJACENT r
f�
FLOATING DOCK
"=
— — - � .�/ . _. �.►(� ��, � �. �` ,- ��, � � o , Scale: 1 3t)'
Checked By CDS
1 ,
ri TOWNSHIP: SHALLO TE
3 , COUNTY: - BRLINSWICK
CREW. IS/CS
FB/PG: FILE
LEGEND
LABEL
SYM.
DESCRIPTION
IPF/IRF
•
IRON PIPE /ROD FOUND
MNF
A
MAG NAIL FOUND
WF-1
X
WETLAND FLAG
W-1
WEILAND LN+CE TAG
GS
x23,5
SPOT ELEVATION
S.F.
SQUARE FEET
R/W
RIGHT OF WAY
BLI)
4
BOLLARD
PILING
C71
©
©
-)
..
C
Q
?
Lill
•,,,. ti
G
00
o m
ylitlfl
r..,
�i
rf gjDPERTY TIE LINE:
FROM IRF "A' TO A GONCREE NAIL SET IN THE APPROXIMATE CENTERLINE INTERSECTIONS SCALE: 1" 30' =
OF NC 904 (CAUSEWAY DRIW) AND EAST THIRD STREET. S1T30'43 E, 688.91'. 0 15 30 60 90
SHEET 2 OF 4
ECES PROJECT NO. 1883
2 118 This drawing shall not be reproduced in whale or in Part without
written permission of East Coast Engineering & Surveying, P.C.

EDGE OF MARSH
EDGE OF MARSH
�zW
�U
EDGE OF CHANNEL
EXISTING PILES
(12 TO BE REMOVED) PILE INSET INSIDE FLOATING EXISTING
FINGER DOCK (TYP.) PIER
(TO BE
_EDGE OF CHANNEL 15' _
I I
EXISTING ADJACENT
FLOATING DOCK RIPARIAN LINE 8o (I
A
EDGE OF MARSH
START EXISTING
BULKHEAD
30' CAMA BUFFER
JOHN C. & WENDY C. SHEFFIELD
DEED BOOK 3235, PAGE 394
MAP CABINET 72, PAGE 47
TAX PARCEL: 257DIO04
CURRENT USE: COMMERCIAL
ZONED: C-2
75' AREA OF
ENVIRONMENTAL -
CONCERN BUFFER
EXISTING BUILDING
0 0 0
OATING DOCK SECTION,-,
'AC:FJ25-FT = 2 SPACES)
_ FLOATING
DOCK
I— 12' 15' —
3' TYPb .
R® g
RAMP 3X20_-
S BOARDWALK-2
ACCESS BOARDWALK-1
j-" WATER DEPENDENT
I DOCKACCESS — .
6' WIDE RAISED
I
I BOARDWALK
I
EXISTING
I
BULKHEAD TO REMAIN
i
I
CONCRETE HC
1 - PARKING SPACE &
i LOADING AREA - 55 SY-
j (SEE DETAIL)
I
EXISTING MARL DRIVE
TO BE REMOVED
I
I
END EXISTING
CANAL
I
EXISTING
I BULKHEAD
WI
�I
U
w�
O
QI
EDGE OF CHANNEL
PIER-1 PIER-2 PIER-3
❑ PER-4 ° PIER-5 ` PIER-6 PIER-7 — — "-" '— -- -- — — ._ _ _ _ _ _ 15 RIPARIAN LINE
®° ❑ ❑ ❑ ❑ ❑ PIER-8 PIER-9 PIER- PIER-12 -"" '— _ _ _ _ ` EDGE OF CHANNEL
22' 6 7 8 9 10 °° _ —' — � _
PIER- ._,_ _
°° o° o° °o �� �.�.
°° 11 100 2 13 14 15 16 17 0° 18 19 20 21 22 23 24 25 26 27 28 29 111 5 _ — —
Ip O ° o
❑ ❑ ❑ ❑
8'-TPF.------- ----r °p °OC 00
15' I EXISTING ADJACENT
I I FLOATING DOCK
BOAT LIFT PILE
6' TYP
I DIMENSIONS TYP. r----
_-----6,---------------- - -- .
�- START EXISTING BULKHEAD
EXISTING CONCRETE r o ACCESS BOARDWALK-3
nnATRAT4P _- —_
--
\-- END EXISTING BULKHEAD
WATER DEPENDENT BOAT LIFT ACCESS
MEAN HIGH WATER LINE — — — — 6_WIDE RAISED BOARDWALK _ —
\_404 WETLAND LINE AS —
MARKED BY LAND MANAGEMENT
1"YPI.AL`9tX18' =5° PAZKi1G STALE S - - -TYPICAL 9'Xl $'° PARKINIQI AL'I S�
EXISTING ASPHALT DRIVEWAY
13
EDGE OF MARSH
ACCESS BOARDWALK-4
I I 1
EXISTING I
j BULKHEAD
I I
I I
I I
I I
I I
I
I
I I
I I
I I
THE BONANZA GRO LLC
PLAT BOOK 76, PAGE 5
I CURRENT USE: COMME IAL
ZONED: C-2
I I
I I
I I
I I
I I
I I
I I
I I I
I i
I
CAPTAINS LANDING
CONDOMINIMUM
CONDO BOOK 9, PAGE 463
CURRENT USE: COMMERCIAL
ZONED: C-2
R-25 �" 1�., 2. - 3_ , �. WITHIN PROPERTY TO BE REMO
I R-20'
,.
SMN
--R 12— ---
---------------------->�� FkiST�N-------
LANESTRIPING----`------------------------------------ RIM=9.54—_---__— ------
— — — — EXISTING ASPHALT SIDEWALK �� 6+ q — — — — _
_ _ _s_ _ _ _ ------------ ---- _--------- ___--
ASPHALT �- --------- ---------------- _______-------------� _--------
SR-1272 ONE WAY DRIV Y — — ICv LSA_____------___--
(SEE DETAI // / VAN ACCESSIBLE CONCRETE WHEEL LSACAUSEWAY DRIVE _________ _ _-------_
LSA \� t I LSA ® HANDICAP SIGN STOP (TYP.) ° ® % EXISTING FH \ — — SIGN _ _ — _ _ _ — — — — — _ — — — — —
_ SIGN TRANSFORMER
\ G ® (SEE DETAIL) (SEE DETAIL) ®� \ ® / - _ _ _ _- _ _! _ _ _ _ _ _
_ \ \ LSA /�' \ EXISTING FENCE - -
--- \ \ \ TRAFFIC \I \\ EOP
�'IRANSFORMEk \ \ \ ISLAND LIFTSTA CL
\ \ \\ \ RIM=5.98
TRAFFIC __ __ _--_---- O
ISLAND SIGN j \\ \\ \�\\-SIGN SIGN— _ _ -,- — NE NC 9�SIGN / SIGN �\� — _____— _E TBOUNDLA AUSEWAYD --------- ----
�- J ___--------_ CULARgIGHT-OF-WAY
cl IItREG
T ti
RIM=9.76--------------
EAST BOUND LANE
LEGEND
LABEL
SYM.
DESCRIPTION
IPF
IRON PIPE FOUND
IRF
IRON ROD FOUND
IRS
Q
5/9" REBAR SET
MAG
A
MAG NAIL FOUND
NCGS
®
GEODETIC MONUMENT
PKF
P.K. NAIL FOUND
ICV
Q
IRRIGATION CONTROL
VALVE
®
EXISTING PALM TREE
LP
LIGHT POLE
EB
®
ELECTRICAL BOX
TP
TP
TELEPHONE PEDESTAL
Are GAD
Ncbo
T 800k 1, PAG
E 198
SCALE: 1" = 30'
FM
0 15 30 60 90
OWNER INFORMATION:
CURRENT OWNER: MCMULLAN VENTURES, LLC
65 CAUSEWAY DRIVE
OCEAN ISLE BEACH, NC 28469
SITE INFORMATION:
TAX PARCEL NUMBER: 243MA03511
DEED REFERENCE: BOOK 3422, PAGE 911
SITE AREA: 1.81 ACRES
CURRENT ZONING: C-2
BUILDING SETBACKS: FRONT YARD= 0', REAR YARD= 0', SIDES= 7'
CURRENT USE: VACANT
PROPOSED USE: BOAT STORAGE WITH 29 BOAT SLIPS
T\TERIOR LANDSCAPING
LOT AREA OUTSIDE 75' AEC: 31,830 SF
TOTAL INTERNAL LANDSCAPING REQUIRED AT 24 POINTS PER 5,000 SF LOT AREA = 153 POINTS
TOTAL INTERNAL LANDSCAPING POINTS PROVIDED = 153 POINTS
(SEE LANDSCAPING PLAN BY OTHERS)
PARKING REQUIREMENTS:
MINIMUM SPACES REQUIRED: 1 SPACE FOR EVERY 2 BOATS PER OCEAN ISLE BEACH STAFF
RECOMMENDATION = 15 SPACES
PARKING SPACES PROVIDED: 17 (INCLUDING 1 VAN ACCESSIBLE)
OIB HARBOR FIXED PIER DIMENSIONS
PIER #
PIER LENGTH (FT)
PIER WIDTH (FT)
1
50
3
2
48.5
3
3
47
3
4
45.5
3
5
42.5
3
6
42
3
7
43.5
3
8
45
3
9
48.5
3
10
47
3
11
44.5
3
12
40.5
3
OIB HARBOR ACCESS BOARDWALK DIMENSIONS
BOARDWALK # BOARDWALK BOARDWALK WIDTH
LENGTH (FT) (FT)
1 108 6
2 20 6
3 18 6
4 416 6
SITE
VICINITY MAP W
NTS LLj
Revisions
12-17-2018 Revise pier head
lengths
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Date: I 1-29-2018
Scale: 1 "=30'
Drawn By: MGB/JDS
Checked By: ACL/RET
IRS
APFRERCAL
O Gi )
CID
z r-I
THIS PLAN IS No ISSUED FOR
CONSTRUCTION WITHOUT AFFIXED
CORPORATE SEAL
�10
�
) ��v rr_
Z
SEALf
75
i 012656 =
142,
ps�,1�?/C7/2�0�,8
E�„�vG''�.
SHEET 3 OF 4
0 2018 This drawing shall not be reproaucea m wnote or m parl WUHUM wiiuou PUI„U35,,,., V�
ECES PROJECT NO. 1883

/ ' 1 \I \1,__ if/
i \ A
\
APPROXIMATE VOLUME OF
DREDGED MATERIAL: 3,765 CY
EDGE OF MARSH ,
/
/_n/
`
/
N
I
-
O
--
\`_--
��----------------0-_�--
-J��- _
-\
- --------
0--^
EDGE OF MARSH
I I II
I
I �i
\ Ill
I IN I
_ _ _ _
`1 - -
__
i I
I
I
`------_- __-
---------
- --____�-
--- --1- �``--------
-------------
�I I -
ll"\ _ -_-�_ _--2 J-1\ - _- ___ ____ -- - - - _ ---_1 - _ - - - - - - __- - _ `- __\� �J 11 11 /rf ! lWI 1' lI r I/ / _ �
_-- _ - --_-3- ___ --
— r // / / �/ l t l l \V A O — 0)
Jao-----------------------
MIME - \ \ ` \
OF CHANN --- -----
- ----- --- _`----
/ \ (-6 MLW) __-- - --- ---- -0-- ---------------
/ + --- --_1-- - - - - - - - - - - - -
�I RIPARI�NLINE - `� + ��� \ _5_�/ -54-, ��^- +\� /\ - --"' — _...__ _ �' `'�i\ q \�� _ ___ __-------- _------
\ / \ r \^ `- ± - _ _-_ rtW \ r11L `\ '----___--3-----------------------
­4 PIER HEADALIGNMNT �"_� 1 I !----------------
WIDTH
EDGE OF CHANNEL 1/4 CHANNEL r Ex�ST _ _ -5 _ \ r \\ o+ �- 5 `..,. - - -\
EL _ _ _ _ ---_ - _
PIER HE~A� / \ - �' ` �' IN �, \ .�. _ = 1
�-- - s - - - _ - - - _ ® S\� - / , 5 \ \ I\ - - ��� LIMITS OF BOX CUT \ '-"
_\ '� _ _ -- _ _ ._ ALIGNMENT \- r - \ / CANAL _ \ EDGE OF CH
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\ i I I SUBSTRATE �f \ / \ ` _ " .. — \ - _ - ,1� - — - \ - _ I CONDOMINIMUM
SHEFFIELD \- / �' = '- -�=- — I CONDO BOOK 9, PAGE 463
DEED BOOK 3235 PAGE 394 I I \ \ \ I SILT FENCE (TYP.) I ® q \ 404 WETLAND LINE A4S-"
' \ \ COASTAL WETLAND LINE ASS - _ J ' / / - \ CURRENT USE: COMMERCIAL
MAP CABINET 72 PAGE 47 I \ - - - - - -10_- - - / i' I I I ZONED: C-2
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CURRENT USE: I `- _ - - _ - - 1 I \ /
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ZONED: C-2 \ \ \
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SCALE: 1" = 30'
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© 2018 This drawing shall not be reproduced in whole or in part without written permission of East Coast Engineering & Surveying, P.C.
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--i 14
0
SECTION P-4
1 "=20' HORIZONTAL
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12
10
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6
Revisions
12-17-2018 Revision to add
pier head alignment. Revise
pier lengths
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Date: 11-29-2018
4 Scale: AS SHOWN
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