40-96 Oversized Plans MM-TX Oak Island Property Holdings LLC

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_Q -. /' \ '
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D$ _ \ NOW OR FORMERLY
,= \ - WIL MING TON HOLDING CORP. (65/69 th
_; \ ,_ '\ and TANLEX CORP.(4/69th inter:
BOOK 2305 PAGE D038
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?relimlx�ar- Site Data: Marina Oak Island
Cirrent Zoning
CL-D
CJnditional Use
Marina [Section 18-116]
Accessory Use
Drystack
I
Total Site Area
Tact "B" (calculated to the N.H.W.L.)
292,817s.f. / 6.72 ac.
Tact "C"
176,142s.f. / 4.04 ac.
Total Area in Oak Island Jurisdiction
468,939s.f. / 10.76 ac.
area in parking/drives
37,152s.f. / 0.85 ac.
Area in sidewalks
356s.f. / 0.01 ac.
area in open space
392,240s.f. / 9.00 ac,
Area in buildings
39,191 s.f. / 0.90 ac.
Proposed Setbacks:50' Building [Section
18-118(c)]
Minimum 50' Tall Building
Font 40' 40'+30'=70'
Rear 15' 15'+30'=45'
Sue 8' 8'+30'=38'
P7.rlkinc Requirements
D-ystack Required: 1 per 4 dry storage spaces
5 spaces based on 224 drystack storage spaces
Marina Required: 1 per 1 boat slip
5-, spaces based on 55 boat slips
Lack Office Required: (C-Store=636sf) 1
per 200sf = 3 spaces
(Office=1300sf) 1
per 200sf = 7 spaces
13 spaces based 1 per 200 sf
P:,,rking Standards [Section 18-148]
10'x18' space
DP s,.y tack/Mlarina Layout
Tital Parking Required
121 spaces
Taal Parking Provided at Marina
114 spaces
Taal Parking Provided at Condos
7 spaces
Taal Parking Provided
121 spaces
Loland Marina (Slip SummarX�
3-35' slips - 210 boat feet
3-40' slips - 1,240 boat feet
3-50' slips - 150 boat feet
-55' slips - 330 boat feet
_)-60' slips - 540 boat feet
5 Total slips - 2,470 Total Boat Feet
II? Transient slips - 490 boat feet
Staging Area - 314 boat feet
L--Heads - 120 boat feet
7)tal Boat Feet - 3,394 boat feet
Preliminary Site Data: Marina oak sland
Parking Landscape Required 6,136 s.f.
76,699 s.f. x 8%
Parking Landscape Provided 136 s.f.
Total Impervious Area 76,699 s.f.
Buildings 39,191 s.f.
Sidewalks 356 s.f.
Driveways/Parking 37,152 s.f.
/
SITE
133
133
121 0 IN 1101
/
1�\ 611
'--' / //-\
Neck
1G -
VICINITY MAP
_- Not to Scale
404 Wetlands
for
Upland Dredge
Basin
1
594
s. f.
2
741
s. f.
3
56
s. f.
4
408
s. f.
5
826
s.f,
6
1, 590
s. f.
7
276
s. f.
Total
4,491
s.f.
1 1 Acre = 43,560 s.f
Oak Island 18®118(c): Mainland height requireme Offices, motels,o Acre = 4;356 s.f,
hotels, medical facilities, boat storage, and mu! tf
i-nily residential
buildings and structures up to a maximum of 5r
ftet in height may
be permissible as a conditional use if the followripa, conditions are
met:
(1) For every foot in height in excess of 35
;-cet, an additional
two feet of setback must be provided above
those required by
this articale for front, side, corner side Inc,
i-.ar yards in the
C-LD district.
(2) Each building must be separated from (..-I"
,-,,r buildings on
the some parcel by a distance of 30 fee'-..
(3) The planning board and town council rr-'v
/ i;Yypnge such
c additional conditions as they see fit, such •
bJI not limited
to, fences and walls, street dedications, ad;/
'.`o'Flal parking,
vehicular access points, buffering, and landsco F�-1_IQ
improvements.
Exceptions to this height limit are listed in (b)-
Nothing in this section shall exempt the buildirc; or structure from
the provisions of the airport height ordinance for
the county airport.
i&m k — 1) - --
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• s . - ., •
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6
s.f.-
Total 6 01 s.
-
Coastal Wetlands
404 Wetlands Provided by Owner
Maintenance Dredging within Permitted Basin
Upland Dredge Basin
404 Wetlands in Dredge Basin
Coastal Wetlands in Dredge Basin
PROPOSED DEVELO MENIVIT 1
60 30 0 60 120
SCALE: 1 "=60'-O"
REVISIONS
DATE
NEW MARINA LAYOUT HTCAJB
WETLAND CALLS•
2.08.07
APARTMENTS LAYOUT
HTCA
AND SETBACKS
3.07Je
.07
MISCELLANEf__A,1�3-
REVISIONS16.07
HTCA,-_-'
DRYSTACK PARKING
HTCAJB
REVISIONS
E lSION S
5. 24.07
MARINA/CONDO
PARKING REVISIONS
HTCA
JB
5.30.07
PARKING
REVISIONS
HTCA J B
1 7.24.07
DRYSTACK
REVISIONS
HTCA
JB
7.26.07
REMOVED NEW
DREDGING AREA
HTCA
0.24o
MARINA LAYOUT
REVISIONS
HTCA
JB
1.18.08
REVISED WALK BY
NOTE
�HT�CAING
MARINA REVISIONS
HTCAJB
2,05.08
COASTAL WETLANDS/ HTCA
DREDGING REVISIONS 4.0eJI
MARINA LAYOUT
HTCA
REVISIONS
JB
6.17.08
MARINA LAYOUT
REVISIONS
HTCAJB
8.13,08
BOARDWALK
HTCAJ
REVISIONS
3.25.,B
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DESIGNED:
DRAWN:
H. Capps
J. Brinker
DATE .- 1-22-2007
SCALE : 1 "= 60' -0'1
JOB NO. : 374--00106
SHEET
\�_j
OF 1 3 SHEETS

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LOT 20
0A;'0�+
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NOW OR FORMERLY
NWILMINGTON HOLDING
'R' i�-
CORP.(65169th interest)
p 1, ,
and TANLEX CORP.!.o
I I
(4/69th interest)-
BOOK 2305 PAGE 0038
1
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f�]
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N 19N
i
11
��'-o I 20�DRAlNAGE E SEMENT �- - 1 -
.
SIGN i LIGHT i I I i P.P. &
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SIGN
STREET '
SIGN 1
j'PHASE 1 ' ! 1 ( ELECTRIC 1
Box '
AIN LINK FENCt ; BRIDGE PORT ; '
A fG PROPERTYTUNE I I FIBER-OPTIC 1 ,
MAP CABINET "R" AGE 36�
(4) BRICK ;
! i ; COLUMN !
1
LIGHT ,
r N27N i N26N 1 N25NI I 1 I 1 ( BRICK
N2N^N ^N BDVsION
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LIGHT
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LIGHT
1 1 1 t 1 i
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0677'41 "E200.59'
(25' SERVICE R/W) '� ;; Z 0 30R/W
11 F ' MAP CABINET 21 PAGE 441
�� NC 211
M
STOP
SIGN
211
-'' - IRRIGATION -�"---
VALVE Cal#
gU t e
----- cue
; ---_. 1102 133 e�
WATER _
METER Brunswlc C my
1
1 IRRIGATION irpo
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SITE 1101 Si
i
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SUBDIWSION
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��_�__- _ ! 24 DRIVE MAP CABINET 21 PA 441
-- ---==-------- -----------=_________--_ _---------=====----- ----- - ----- -_ _ — __� = _ - -------------- __----------=_==--------------- 1 ,
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- � 30' DRAINAGE EA NT _--�- --"= __-�� �=- =- ----= �- = = = =__--- == = _ - = �-- ==-G�- —�"- 30 DRAINAGE EASEMENT I
--— — — — — — — — — — — — — --------------- ---
1
REOSED
WfSTPORT T sovTi NARBO IR VILLA E I I I I I I C TRACT 3 ;
Pti i MAP; CAB/NEI:24 PAG1 274 (S EET 5 OF 7) ; ; 1 RETAINED BY DEVELOPER I f
N85N ( I I I I 1 IN92N IN93N !N94N IN95N I 96, I97- I1 N98NI MAP CABINET 24 PAGE 275
(SHEET 6 OF 7) ( i
P.'84N ,
QD
N83NN86N ( N87 f\-C7VI N I N89N ( N90-
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lo�
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-- ---- f
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-----------------1-------1--------J-------------1--------1--------I-------1--- ----�— --�--- ---J------------- '
1 1 /`Y ' ---—_ � ^ MINNESO TA DRIVE (60 PRI VA
TE R/W)
N81N \\% f_—_—_—_--__ _ I � MINNESO TA DRI VE (60 PRI VA TE R/W)
4'
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4r'1 1
� M.
Preliminary Site Data: Resort
Brunswick County
Current Zoning
MR-3200
Poperty In County Zoning Jurisdiction includes
parcels 236EA128, 236EA128.
Total Site Area
Tract "A"
678,539s.f. / 15.58 cc.
Storage America, Inc.
142,969s.f. / 3.28 cc.
Bridge Point: Phase 1: Lots 42-45
59,909s.f. / 1.38 cc.
25' Service R/W
5,027s.f. / 0.11 cc,
Total Area in Brunswick County Jurisdiction
886,4449.f. / 20.35 ac.
Area in parking/drives
279,403s.f. / 6.41 cc.
Area in sidewalks
14,425s.f. / 0.33 ac♦
Area in open space
530,215s.f. / 12.18 cc.
Area in buildings
62,401s.f. / 1.43 cc.
MR-3200 Density (1 unit per 3,200s.f.)
(Site 15.41+3.28+1.49=20.35ac.]
Maximum Desnisty
277 unit max.
Density Proposed
256 unit prov.
Proposed Setbacks (Section 6.1(c)(3)]
High Rise Condominiums:
Minimum 135' Tali Buildingg,
Front 25' 25'+95'=120'
Rear
Side 20' 20'+95'=115'
60 6 +95 =101
40' High Condominiums:
Minimum 40' Tall Building,
Front
Rear 20' 20'
Side 6' 6'
Minimum Landscape Buffer (Max. 1/2 setback when 2-0'
adjacent to residential)
Earking Re®uirements: High Rise Condominiums
2 spaces per unit
Parking Standards
9'xl8' space
Tower "A" Required (118 units)
236 spaces
Tower "A" Provided
263 spaces
Tower "B" Required (104 units)
208 spaces
Tow r " " Provided
208 spaces
Brunswidc County Section 6.1(cX3): For all buildings and structures
for human occupancy, maximum height is forty feet (40'); however,
if the building or structure is equipped with an internal fire
suppresion system, with a smoke or fire detection system, and with
a fire alarm system, all complying with the North Carolina State
Building Code, then for each additional foot of setback on all sides,
measured on the ground from the lot line, one (1) additional foot of
height is permitted.
Preliminary Site Data: Resort Brunswick County
Parking Landscape Required 28,498 s.f.
356,229 s.f. x 8%
Parking Landscape Provided 28,498 s.f.
Total Impervious Area 356,229 s.f.
Buildings 62,401 s.f.
Sidewalks 14,425 s.f.
Driveways/Parking 279,403 s.f.
General Notes:
1. Home owners association will be formed prior to the sale of units
and membership will be automatic upon purchase within the
development.
2. Home owners association will be responsible for maintenance of
roads and common areas.
3. There shall be a note on the final plats, master covenants, and
deeds showing the location of wetlands and noting that those areas
may not be filled, disturbed, or altered In any way unless properly
permitted by the NC Department of Environment and Natural
Resources and/or the U.S. Army Corps of Engineers.
4. Project to be built to County specifications for water and sewer.
A utility plan must be submitted and approved by Engineering and
Emergency Management.
5. County and State Stormwater Permits must be obtained prior to
any construction. No natural drainage areas will be cut off or
disturbed before obtaining permits.
MAVrvcI—
L
133
4
VICINITY MAP
Not to Scale
Coce ral Wetlands
404 Wetlands Provided by Owner
Maintenance Dredging within Permitted Basin
Upland Dredge Basin
404 Wetlands In Dredge Basin
Coastal Wetlands In Dredge Basin
PRO`r OSED DEVELOPMENT 2*
.• 30 • .. 120
SCALE: 1 ,0
REVSIONS
DALE
NEW MARINA LAYOUT
HT
WETLAND CALCS.
JB
APARTMENTS LAYOUT
AND SETBACKS
is
MISCELLANEOUS
REVISIONS
Js
DRYSTACK PARKING
REVISIONS
JB
MARINA/CONDO
tlr
PARKING REVISIONS
is
PARKING
tit
REVISIONS
dB
DRYSTACK
Hr
REVISIONS
is
REMOVED NEW
trr
DREDGING AREA
JB
MARINA LAYOUT
REVISIONS
is
REVISED WALK BY
POND PARKING NOT
is
MARINA REVISIONS
JB
COASTAL WETLANDS/
DREDGING REVISIONS
ds
MARINA LAYOUT
ter
REVISIONS
JB
MARINA LAYOUT
REVISIONS
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DESIGNED:
DRAWN:
H. Capps
J. Brinker
DATE : 1-22-2007
SCALE : 1 "=60'-0'$
JOB NO.: 374-00106
SHEET
OF 13 SHEM

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tt'TO H_W;-�Ll. VNE F9 I 0� IIN tI I N Gil' Q' E MARINA FjL0A II55 SLIPS IIIIfftIItI�0 1 INOTE: I!,il IIA2 D (b IFLOATING D S AN 01� 04 /FT /I tFtNGER PIERS '4 I0Ir7 -77
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I1 2) TRANS4ENT ---------- tIItIIIIIt00 35
ItI(O
IIII7.83 IIIII-- --- ------ III0 091 IItIIN,) \vj I x �K. 5 ij ------------ IfW \C!5� IL6 A. 1. W'_W tI-------------- I1 i ---- -------- I--------------- - --- --------- ---- 2
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AA1 MON. T -.212
ItIIAC Rtf:
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tA E N A N C CE 0: REDGING m I4 %, WETL��E
6.5' 80 WAVE I20� 1 80," F. ATTENUATORSil CY) IC5) tFJ NEW BULKHEAD NIEW 11DI J�KHEAD 1121, F,
ISTOPS HERE STiOPSHERE COA TAt WETL N DS ICO ---------- tIIVV ic C-) i III
IIIIIIIifIIIILI
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IPONE
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1 00)
,4.00
(O / H",ER
0\. + ACRES 0 F� -(QA-\K ISLAND) -------- --------------------------- > A [--A ------------------------------------ o WETIJ_\Npl,�5, ---------- ------------- ------ - ------------- -- 12 - - ------- C --- a --- - ------- 11 I , -----------------
Ll== ----------- -- ----------
------------ ------- ---- -- -__-: ------------------ -- --- - - ------ - ------- --------------- - ---------------------- ------------------------------ -7 ---- -- 06'42 _4-4_�v 420._g BASIN I\0 TOM I S TRIP RESER VED PER MAP CABINET 20 PAGE 78 BARNES BLNFF SUBDIVISION
MAP CABINIEli,T 20 PAGE 78
LOT 27 (SHEE Ti..'.2 OF 2)
NOW OR FORMERLY �WILMINGTON HOLDING CORP.(65169th interest) ond TANLEX CORP.(4169th interest)- BOOK 2305 PAGE 0038 N ZONE A E (E/ I _22- �v
(2 j e ul La L III
211
—calf
SITE
MA(JNr ''I
A A,- SEAL < C-97 0
133
1210
in 11 . C
t�lfrazier Neck rr)is IVICINITY MAP
Not to Scale
Marina SliD Summarv
UQland
Marina:
6-35'
slips —
21 0
boat
feet
31-40'
slips —
1,240 boat
feet
3-50'
slips —
1 50
boat
feet
6-55'
slips —
330
boat
feet
9-60'
slips 77
540
boat
feet
55 Total slips — 2,470 Total Boat Feet
14 Transient slips — 584 boat feet
Staging Area — 314 boat feet
L—Heads — 120 boat feet
404 Wetlands
Upland Dredge
f or -7
Basin
1
594
s. f
2
741
s. f
3
56
s. f
4
408
s. f
5
826
s. f
6
1,590
s. f.
7
276
s.f.
Total
4,491
s. f.
1 Acre 43,560 s.f
Xo Acre 4,356 s.f.
Le2end
Coastal Wetlands
404 Wetlands Provided by Owner
404 Wetlands in Dredge Basin
Coastal Wetlands in Dredge Basin
PROPOSED MARINA DETAIL
40 20 0 40 80
SCALE: 1 "=40'-O"
REEMSIONS
DATE
NEW MARINA LAYOUT
HTCA
W T C LCS
WETLAND CALCS.
E3
JB
2.08.07
A lttA r7i�I_r I �Vnl IT
APARTMENTS LAYOUT
'T'A
HTC�Z
AND SETBACKS
-63'07.07
MISCELLANEOUS
REVISIONS
JB
16.07
DRYSTACK PARKING!
CA
HT5.1
REVISIONS
JE3
8
24JO7
MARINA/CONDO
HTCA
PARKING REVISIONS
JB
165.30.07
REVISIONS
JB
7.24.07
DRYSTACK
HTCA
REVISIONS
JB
.26-07
REMOVED NEW
HTCA,"_
DREDGING AREA
- I BB
-1-1-10.24.07
MARINA LAYOUT
HTCA,,,,,--
REVISIONS
J.
_
61.18.08
REVISED WALK BY
HTCA
POND/PARKING NOTE
161.28.06
MARINA REVISIONS
ITCA
2.05.05
COASTAL WETLANDS/
rCAI"
DREDGING REVISIONS
JB
5�40 8.08
MARINA LAYOUT
rCA
REVISIONS
JB
6.17.08
MARINA LAYOUT
H CA --'
REVISIONS
JB
3.08
BOARDWALK
REVISIONS
15��J.B
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DESIGNED:
DRAWN:
H. Capps
J. Brinker
DATE
1-22-2007
SCALE
1 `1=40$-01'
JOB NO.
: 374-00106
SHEET
—7
OF 13
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CONT HSS 8x6x3/8 WALER
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-6.5' MLW
(ASSUMED
DREDGE DEPTH
7.00' MSL TO F BULKHEAD
20'-0" MIN. ANCHOR LENGTH
EXISTING WETLANDS TO BE LEFT
UNDISTURBED NO FILL ALLOWED
5 DEGREES t ,
GALV. HELICAL ANCHOR TIEBACK @ ll'-6"O.C.
-0" MAXIMUM FROM MAXIMUM & 2'
END OF WALER. WORKING CAPACITY
= 23.6 kips. INSTALL TO 47.2 kips ULTIMATE
CAPACITY FOR A FACTOR OF SAFETY = 2.0.
NEW STEEL SHEET PILING;
ASTM A572 GRADE 50, EPDXY COATED.
CS69 (S=8.05 in 3/ft, 1=23.78 in 4/ft)
BY SKYLINE STEEL OR APPROVED EQUAL.
ASSUMED LOOSE TO MEDIUM
DENSE SAND THROUGHOUT
A
SECTION S1
NEW BULKHEAD SECTION_
BOARDWALK SECTION OVER WETLANDS
1"= it -on
STRUCTURAL NOTES
1. SHEET PILE BULKHEAD IS DESIGNED FOR A FUTURE DREDGED DEPTH OF -6.50 FT. MLW.
2. DESIGN SURCHARGE LOAD BEHIND THE BULKHEAD IS 250 PSF.
3. DESIGN SOIL PRESSURES WERE CALCULATED BASED UPON THE ASSUMPTION THAT SHEETPILES WILL BE INSTALLED INTO
A UNIFORM STARA OF LOOSE TO MEDIUM DENSE SAND. THE CONTRACTOR SHALL HAVE A SUBSURFACE INVESTIGATION
PERFORMED TO DETERMINE THE ACTUAL SOIL CONDITIONS PRIOR TO ORDERING OR INSTALLING ANY MATERIALS FOR THE
NEW BULKHEAD. A REPORT OF THE SUBSURFACE INVESTIGATION SHALL BE PROVIDED TO THE ENGINEER FOR REVIEW
AND POSSIBLE REVISION TO THE BULKHEAD DESIGN ON THIS PROJECT.
4. STEEL SHEET PILES SHALL BE ASTM A572 GRADE 50, COAL TAR EPDXY COATED.
5. HSS 8x6 WALER SHALL BE A500 GRADE B, 46 KSi,
6. WELDING ELECTRODES SHALL BE E70 SERIES,
7. ALL HARDWARE SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION AND TOUCHED UP WITH COLD GALVANIZING AS
REQUIRED IN THE FIELD AFTER INSTALLATION.
8. HELICAL ANCHOR TIE -BACKS SHALL BE AS MANUFACTURED BY A. B. CHANCE OR EQUAL.
9. HELICAL ANCHORS SHALL BE SPACED AS SHOWN ON THE DRAWINGS. THE DESIGN TENSION LOAD IS 23.6 KIPS. THE
ANCHORS SHALL BE INSTALLED TO AN ULTIMATE CAPACITY OF 47.2 KIPS FOR A FACTOR OF SAFETY = 2.0.
10. ALL WORK SHALL COMPLY WITH THE NC STATE BUILDING CODE 2008 EDITION.
NEW HELICAL ANCHOR
TIE BACKS
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C?7
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Not to Scale
Now" --
TIC
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l
i
3
BOARDWALK SECTION OVER WETLANDS
I
i
LEGEND
COASTAL WETLANDS NOT INCLUDED AS
PART OF WETLAND PRESERVATION PLAN
404 WETLANDS NOT INCLUDED IN
WETLAND PRESERVATION PLAN
404 WETLANDS INCLUDED IN WETLAND
PRESERVATION PLAN
5' MAINTENANCE EASEMENT (TYP.) ON
-' SIDE OF 10- WIDE BOARDWALK OVER
WETLANDS (SEE BOARDWALK DETAIL
THIS SHEET)
WETALND PRESERVATION AREA SIGN
ENTERING
WETLAND PRESERVATION AREA
WETLAND PRESERVATION AREA SIGN
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DESIGNED: DRAWN:
H. Capps R. Capps
i
DATE: 9-04-2008
SCALE.- 1 "=40'4'
JOB NO.: 374-00106
y �! SHEET
WETILAND PRESERVATIONRWD I
k
i
40 20 0 40 80'
L 1
SCALE: 9 "=40'-0 OF SHEETS

LOT 21
NOW OR FORMERLY
—WILMINGTON HOLDING CORP.(65/69th
and TANLEX CORP.(4169th intere:
BOOK 2305 PAGE 0038
ZONE AE
(EL 11)
rreiiminary one tjaza: marina Oak Island
Current Zoning CL—D
Conditional Use Marina [Section 18-116]
Accessory Use Drystack
Tract
"B"
(calculated to the N.H.W.L.)
292,817s.f.
/
6.72
cc.
Tract
"C"
176.142s.f.
4.04
cc.
Total
Area in Oak Island Jurisdiction
,�
468,939s.f.
/
10.76
cc.
Area
in
parking/drives
37,152s.f.
/
0.85
cc.
Area
in
sidewalks
356s.f.
/
0.01
ac.
Area
in
open space
392,240s.f.
%
9.00
cc.
Area
in
buildings
39191s.f.
/
0 90
cc
• 50' Building [Section 18-118(c)]
Mini num 50' Tall Building
Front 40' 40'+30'=70'
Rear 15' 15'+30'=45'
Side 8' 8'+30'=38'
Parking Requirements
Drystack Required: 1 per 4 dry storage spaces
56 spaces based on 224 drystack storage spaces
Marina Required: 1 per 1 boat slip
55 spaces based on 55 boat slips
Dock Office Required: (C—Store=636sf) 1 per 200sf = 3 spaces
(Office=1300sf) 1 per 200sf, = 7 spaces
10 spaces based 1 per 200 sf
Parking Standards [Section 18-148] 1O'x18' space
Total
Parking
Required
121
spaces
Total
Parking
Provided at Marina
114
spaces
Total
Parking
Provided at Condos
7
spaces
Total
Parking
Provided
121
spaces
6-35'
slips —
210 boat feet
31-40'
slips —
1,240 boat feet
3-50'
slips —
150 boat feet
6-55'
slips —
330 boat feet
,. w ..,
..
.- ... . - .
55 Total slips — 2,470 Total Boat Feet
12 Transient slips — 490 boat feet
Staging Area — 314 boat feet
L—Heads — 120 boat feet
Total Boat Feet — 3,394 boat feet
(0 THER AREAS)
fRUNSWICK COUNTY —
OK 0511 PAGE 0978
SITE
DRIVE INTRACOASTAI
MAIL
GRAVEL ' BOX
DRIVE
TELEPHONE —
PE STAL
RI ER OP77t
(25' SERVICE RIW)
' N06 27'01 E 685.
15
'\ 20 ---------
N
C 211
211
--Calf
MAUNt l ll
133 7�G10t
Preliminary Site Data: Marina Oak Island 404 Wetlands for
Upland Dredge Basin
Parking Landscape Required 6,136 s.f. 1 594 s.f.
76,699 s.f. x 8% 2 741 s.f.
Parking Landscape Provided 6,136 s.f. 3 56 s f
VICINITY MAP
Not to Scale
Coastal Wetlands for
Upland Dredge Basin
6. 601 s.f•
Total 601 s.f.
4
408 s.f.
Total Impervious Area
76.699 s.f.
5
826 s.f.
Buildings
39191 s.f.
6
1,590 s.f.
Sidewalks
Driveways/Parking
356 s.f.
37,152 s.f.
7
Total
276 sf.
.
4,491- s.f.
�o 1 Acre creAcr
= 43,56Q�s
= 4, 56 s.f.
Oak Island 18-118(e): Mainland height
hotels, medical facilities,
requirements: Offices, motels,
boat storage,
and multifamily residential
buildings and structures up to a maximum of 55 feet in height may
be permissible as a conditional use if the followng conditions are
I
met:
(1) For every foot in height in excess of 35 feet, an additional
two feet of setback must be provided abo\e those required by
this articale for front, side, corner side ani rear yards in the
C—LD district.
(2) Each building must be separated from other buildings on
the same parcel by a distance of 30 fer't.
(3) The planning board and town council may impose such
additional conditions as they see fit, such as, but not limited
to, fences and walls, street dedications, ac_'itional parking,
vehicular access points, buffering, and landscapeing
improvements.
Exceptions to this height limit are listed in (b).,
Nothing in this section shall exempt the buildinc or structure from
the provisions of the airport height ordinance for the county airport.
Legend
►.. . _1
ON
1)
C
Coastal Wetlands
404 Wetlands Provided by Owner
Maintenance Dredging within Permitted Basin
Upland Dredge Basin
404 Wetlands in Dredge Basin
Coastal Wetlands in Dredge Basin
PROPOSED DEVELOPMENT'l
.• 30 0 .t 120
•• i
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REVISIONS
DALE
NEW MARINA LAYOUT
HT
WETLAND CALCS.
,lB
APARTMENTS LAYOUT
AND SETBACKS,
�B
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MISCELLANEOUS
HTCA
REVISIONS
ds
DRYSTACK PARKING
REVISIONS
JB
MARINA/CONDO
Hr
PARKING REVISIONS
JB
PARKING
HT
REVISIONS
�B
DRYSTACK
Hr
REVISIONS
JB
REMOVED NEW
HT
DREDGING AREA
JB
MARINA LAYOUT
Hr
REVISIONS
,ie
REVISED WALK BY
POND PARKING NOTE
JB
MARINA REVISIONS
14
�B
COASTAL WETLANDS/
HT
DREDGING REVISIONS
JB
MARINA LAYOUT
Hr
REVISIONS
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MARINA LAYOUT
HTCA
REVISIONS
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DESIGNED:
DRAWN:
H. Capps
J. Brinker
DATE : 1-22-2007
SCALE : 1 "=60'-O"
JOB NO.: 374-00106
SHEET
OF 13 SHEM

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SITE a 1101 SI
133
VICINITY MAP
Not to Scale
Marina S1jR Summary
Upland Marina:
6-35' slips - 210 boat feet
31-40' slips - 1,240 boat feet
3-50' slips - 150 boat feet
�
6-55 slips - 330 boat feet
1 I - i 1III' ;IIi1 I ;i` ; ;', ;1 ',11+ ,, 1 ;, I I' i1_' ' , IIiI Ij! ;`�.f ii1 ; ,°'p ,1` i;;,;itI! i 'I'I!, t{ ' ; {{ ti {; ' ' i1 jII' 1I i g '; + ,` 6if ,,�'= \I ; jI1' \ ,, \\ {•! ,` �i 1` `.i-I \ `\ N'`\`�`-.,``, , ` •~� - —Z'_w,' - W/ -----I -_- / - _— _ —_.— ��=--�-r-�-------�—�';1II•--�'T —�s p— -- _- - 6e �_�� _v w wW` -�-`W- ��Wv 'v w \ W\ y • \ , \<�-\-,W\ -\W\ ' —�'����QV, `,` ', T'r- -!-TL~---
-_-------C
- 9-60 slips 540 boat feet
SLAND}0 ACRES 0
_ Y 55 Total slips - 2,470 Total Boat Feet(-Q
L A LA.I.V —! C -®W __ _________ 7 14 Transient slips-584 b
I I ', 1 ► I I I I I , { ' , �,`I ;` L, ,� - �2 \ `\ \ `\ ``-_ __ __ - - - _____ _____ —______ _____�_ 3--- --------_-___--- 8 -- --' �`i`�Q} G • � '�\ +`rE�--r, ----� ` `-- _—___---_ __--��,, -- - --=------------!=t!-�-!-�--�!
oat feetLp LI -----�-�-_O_---------- -------ae=----- Staging Area-
IIII iII f { IIf I I',, ft r ;i;I , ,� I �i,! ', \\ i i ,1 {1 \ \ 1 \\\ , ,' 1 .;I;• \ �L\ `1��\ _ v . \ \\�\. �\� \, -`•.�``�'\\\ `\\,�`- ---_"" -- - _ _� '1!- (-'- �_�--- _--
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- ---
314 boat feet_- ' =_ _ -- - - __'�=e_:
_____ --- L-Heads 120 boat feet
_=��= =_
--___-��-i!X4
"-_ -------__Ne- ------------------_
-_ i --___---_<� ; ----- W_----------
I `
i' E
_ 404 Wetlands for
I I i i j I ; f i I i 1 ' ) _ t ' -- T �� ,,.— ."__ 1 \\ - y \, •v •v `�`\� y y, v\ ,` •\ ,, 0 M \ �.'`� it - •� I
; _ ®_ ,0 STRIP RESER 1�ED PER Upland Dredge Basin
MAP CABINET 20 PAGE 78
60 J60 WIDE PERMX TED BASIN
t ; - , _ BARNES BL (\FF SUBDIVISION 594 s.f.
AAI %b(V `•- \ y - _ 741 s.f.
MAP CA BI NE'T 20 PA GE 78 3
MON. -2f>,2 56 s.f
1 ,
i t MAI` ENANC R DGI ; 1 ��� ; - ' / ,.0 ACR 0 _ LOT 2I 4 4os s f.
I , I E , , ' ,` I l i ._ -/ o ,� - (SHEE T 2 OF 2) 5
' ~'}--. �`. '• '` NOW OR FOR 826 s.#.
—6 5 0 0� ► WAVE - !-0 ET D .-''' FORMERLY Y ~�. 6 1,590 s.f.
i j - - % } i ``'X, .----\ WILMINGTON HOLDING CORP. 65 69 th inter ~'``
( interest) Z 276 s.f.
--� 20,18 , F.; , , ! ATTEN UATORS i r �`=' _ ` I Total 4,4s1 s.f.
^ , :' \ and TANLEX CORP. (4/69th rn terest)-
1 /` i i o °' i� 1 -!'` -��� �- ,-� `'\,, BOOK 2305 PAGE 0038 \� _
I ; i h I I N W U LK H EAD L i 1 1 I Fe 0 t \ i Acre — 43,5so s.f
,,/ i + ; NEW 18,UtKHEAD ! \► t--; ,�,;\\ ; ;' ' Xlo Acre = 4,356 s.f.
I ; i TOPS' HERE ` - OA TAL - -y _ ------ -----------------------------------
v _; i ' , t ; ; !; I STO,E H ERE t —�._ - - `�----------� - , �—
i WET N DS
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Coastal Wetlands
404 Wetlands Provided by Owner
404 Wetlands in Dredge Basin
Coastal Wetlands in Dredge Basin
FROPIOSED MARINA DETAIL
i
.,
Mmsll NS
DATE
NEW MARINA LAYOUT
WETLAND CALCS.
JB
APARTMENTS LAYOUT
AND SETBACKS
207 i
MISCELLANEOUS
REVISIONS
JB
Ll
DRYSTACK PARKING
REVISIONS
JB
MARINA/CONDO
PARKING REVISIONS
JB
PARKING
REVISIONS
JB
DRYSTACK
REVISIONS
JB
REMOVED NEW
DREDGING AREA
JB
MARINA LAYOUT
REVISIONS
JB
REVISED WALK BY
T
POND PARKING NOT
JB
MARINA REVISIONS
JB
COASTAL WETLANDS/
DREDGING REVISIONS
JB
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MARINA LAYOUT
REVISIONS
JB
MARINA LAYOUT
c
REVISIONS
JB
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DESIGNED:
H. Capps
DRAM
J. Brinker
DATE : 1-22-2007
SCALE : 1 "=60'-0"
JOB NO.: 374-00106
SNEET
of 1