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UPPER COASTAL WETLANDS LIMIT \ ��� L85..i ```� c `� ----7- --- _ `-...�,"✓ j j 60' ____ i rj� N
STAKED BY ECS CAROLINAS, LLP I \ / co / :`P_ � Q 75 C �_ 22 1
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ON SEPTEMBER 18, 2009. VERIFIED 10 b r _ :
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BY NCDCM. STAKED BY ECS a ,� /'� �. w66 \'% e _ �� WOODEN f =`"
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CAROLINAS, LLP. SEPTEMBER 18, / ,, ��1 1 ELEVATED \ x6�I - 8 x , WALKWAY FORKLIFT ` � I
/ �, �`� WOODEN 1,- � W/ MP , 20 - - = j[� LT'1 jl> ,:..7. _ PIER j 5 I N/F
2009, STAKES FIELD LOCATED BY C6.& ��,I L87�Y s I I _ VAULT TD B � 6 ,:_ - j i - fi Q � I OAK ISLAND PROPERTY
THE JOHN R. MCADAMS COMPANY, x / ��/ �� wACKw. - - J4\DEMO (SHED 63 19 %�
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INC. SEPTEMBER 23, 2009. 36 ��• ' / �/ �_-_-- - 1 STORY � ,..,, ---" f�6�''\ .� TAx PAR 3600006 ONCRETE P I O I 1 CEL 2
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/ v��i '. `3'_11 �6 ..L35 : ,,j r -- DEMOLISHE � 7.Ox DEMOLISHE _ FUTURE `r rt 100 YEAR FLOOD ZONE '
NORMAL HIGH WATER LINE IS 5 w1 ' - - AE (ELEV '1
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VERIFIED � . �. / � �� - � `,� - � .e---_�--••' _ -1 ' � �� T`s ,J'� �. '�-�-=~_' 8��j`' \� : , , , , , : ll�
ECS CAROLINAS, LLP. SEPTEMBER ,� 1 r�-.-W �, w59 _ - ;. �� 5--1-1 _
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18 2009 STAKES FIELD LOCATED i ' u i 30 2 / ' �' '`- L31 �` ��) :'a"''-- 2�; � I TO BE '4tzC -, ,� ! �' x 3,7---
_�' / / �/ -,� - IJ . "•., N +, -.! `-, _ 100 AEA ELE 00 3 ZONE I Q
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SEPTEMBER 23 7 ` �'j .-� - w61 /� N - Wes: - �'`°�-_•.... �,c ,. WOODEN - `= /'-' a
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COMPANY, INC. �, w-_-_-�, �RF1 4CJTS0 OLD s i_
., -
w � •.• `R A T
E NOTES 8 9 & 13 - . AP1DATFD_ BIJLKMEAD . .., 3 . �_ , `rn ;;.- ,. ,� _ 3 _ _ \/; / 2009. SE ) DIL WALK AY EMN N 5 i 1
W0%'"y�1�,/ - 0---- - _-.- �;:_.._.._,._".� - , " �.. -. ��5� - ao- '�•..: --�`' LAB. ems. ,"�O N W �`` �0 1 - ( OF TEMPORARY
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- _ `� �• - - - ,- a.. __ ------ D .. �_ W 00 �- �_.. ��U q' _ � -I �/" SEE NOTE 1b
MEAN LOW WATER (MLW) - 1 -- - __ I. •.• "-". *\ 52a -." U4..�� - 5.0 r-'--3(Z� )
�. , W
c i
PER NOAA TIDAL DATUM-1.-'�• APPROXIMATE LOCATION OF FORMER ;,`�-� ��-----ws1 �� W33 u �L13. ��y2•'[11__: '-NHS, Z
. _ . _ "•-,. .- � , DOCK PEE'b- AERIAL PHOTOGRAPH ., -. PIER PILIN•O, (T P) �.4 `_So i --'--- I �y iN +=--- ``r , U2.. _q_'... q O jT , .-..-.__ VI Y THE 0 00 u/ ��� I �, �R� /�"� - .II I �
F - ` C" PRO DED B WNER •� = { � w
I
EX
L E-GGD
XISITNG
HYDRANT •••'••°" •....... O
404 WETLAND
DA TA TABLE
LINE BEARING
DISTANCE
5
N 79'47'29'E
44,62
6
N 54758'35 "E
32.80
7
N 19.39'32"W
32.49
8
N 02'16'16"W
19.65
9
N 3937'51'E
30:91
10
N 18'16'52"E
18.55
11
N 82'34'46'E
22.05
12
S 75'09'58'E
15.98
13
N 87'46'1 " 5 E
20.19
14
S 0622'13"E
29.91
15
S 18'51'22 E
31.96
16
N 78'10'05'E
31.18
17
S 47'02'18E
38.60
18
N 16 57 15'E
30.48
19
N 62 45 50'E
42.32
20
N 48 47 23"W
29.93
21
S 86 07 07'E
26.99
22
S 83'l9'16'E
38.44
23
S 83'00'37•E
39.76
24
S 76'44'19'E
31.89
25
S 78*13'02"E
45.99
26
S 84'14'38"E
37,80
27
S 66'14'46'E
32.80
28
N 8524'12 E
33.07
29
S 49 39'41 "E
16.18
30
N 5230'56"E
6.45
31
S 83'07'23'E
11.27
32
S 33'11'03"E
8.64
33
S 6126'13"E
12,90
34
S 47'03'40"E
14, 53
35
S 83'11'07'E
25.98
36
N 70.59'06"E
15.95
37
N 84'02'24'E
19.43
38
S 39.51'37'E
28,04
39
S 0739'20'E
17.66
40
S 65'07'30'E
30.13
41
S 36'03'31 E
26-04
42
S 3037'07"W
38.94
43
S 2124'19"W
4792
44
S 19'20'04"W
68.92
45
S 04 20'24'E
54.88
46
S 15 55'53"E
74.78
47
S 50'31'10"E
26.91
48
S 00'54'46"W
43.61
49
S 3739'51"W
32.65
50
S 16*4O'l0'E
56.09
59
S 45 21 '47"W
42,57
60
S 51'57'50"W
3322
61
S 84 29'57"W
41.98
74
N 35'45'03'E
31.19
75
N 75.57'31'E
34.76
76
N 61'49'02'E
35.01
77
N 65'59'31'E
27.25
78
S 21.00'30"E
38.63
79
S 67'39'41"E
49.97
80
N 33'43'01 "E
45.87
81
N 15'18'58'E
17.67
82
N OS 23'30'E
15.47
83
N 25'59'28"W
21.50
84
N 55'12'13"E
16.19
85
N 77'12'27'E
29.16
86
N 06'32'49"W
13.58
37
N 25.17'21 'E
28.05
88
N 13.01'58"W
13.37
89
N 79'28.02 E
73.99
90
N 14'07'10"E
28.26
91
S 78'39'37"W
74.76
93
S 25'48'03"E
17.18
95
N 4523'26"W
32.73
96
N 05•11'56'E
8.36
97
N 5734.32E
24.52
98
N 69'08'39'E
34, 95
99
S 67'25'30"E
28.78
100
N 38'54'50"E
38.24
101
S 30'49'34E
39.40
102
S 57.17'33'E
26.81
103
S 24.08'59'E
42.09
104
S 72'56'23"W
26.61
105
N 67'08'58"W
19,16
106
N 74'45'20"W
78.50
107
S 67 53'07"W
24,42
WATERWARD LIMITS \�'' ?`` ( Et�d4'1ANTS t�F OLD �f,-w4s tJ��,----_�� %' �._.._.... ;r '.�...._\ ( ��
007
COASTAL WETLANDS '' .- _-5 DILA.PIDAI' 6: 1ER) Q�,°�' ''r- -. W48- - W35- I� + _ 1, �w2p `t�7
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I NOTE:
i W �' p A!NW I I FILL SHALL NOT EXTEND INTO
AIWW R\W LINE 4 .-- _ �_-o OW42--w41^'NH� ��. _J w-� W22
---- 1__Nly C WHERE
-„' --..., __ I \' �,`W4o NA{y - -1 W29 -_, --� 1, - WETLANDS EXCEPT
-- - -
e ` \' - WOODENi2 W24 .� 2.1 I 04
A TOTAL
-_0---- -.--tNANENIAY..- _ -- �� _ ��r L N/F WETLAND FILL S PROPOSED.
- ........_ ... W T51.45 _,. _ _ _ �, 1 I CHARLES H. PERRY
4
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Lit - TAX PA --- -
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--
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-3 t 3 1 0. - o, --- ------------ A I WW R \ W LINE SE - 1933
�o 00 z - __ --_ - _ - _ __ ------
_. -�` - ---,.y-FORKLIFT ,- _ - W '. -
o Q U `��_ - 1
- _ 1 ,- - WATERWARD LIMIT; OF
0 � m - -____ s- - - =` . ." I r_,� � __ � tax COASTAL WETLANDS
+LIJ _ 11 = r� _, 5` _ w1..- I . W MEAN LOW WATER (MLW)
�_._._� _ - - _
- $ _ _ -
- .a1 z �'.- PER NOAA TIDAL DATUM
j`�. _� J .
__.__- �...._:
_ ,__ � T2 2 FROM CORPS
-- _ 15.2 -- ---- ti 0_:�i
r i QR\W DRAWINGS
` � --__ -_._._-` Ir_N=64=077.916'
�' qD-- ' N- st.----_ `_ �-�� E = 2281318.E 7 7'
16:8 _ -- 15.2 _
+ u ---��`- -may - `-
16.7 - �
�15.4 O
Qz
Q� v
14.6
_ - 1
` +-!3.E .-
172+00.2 TANGENT 1
=0+00.0 TANGENT 2
X 2280471.6
Y 63972.6
R E V I S I O N
Y
NO.
DATE
DESCRIPTION
DLM
1
6/2/10
LOT LINES AND ROAD SECTIONS
LO
PER ECS C(IiMMENTS
PER ECS C(JIMMENTS
DLM
2
6/7/10
ALM
3
7/16/10
DLM
4
7/26/10
OLM
5
9/13/10
PER ECS C(J'IMMENTS
OLM
6
6/16/1 t
PER ECS C(LMMENTS
U
Q
j
O
i 00
+14.9
12.9
LINE DATA
No., Direction Distance
L1 N 88°57''26" E 14.85
L2 S 6847'I28" w 15.56
CURVE DATA
No. Delta) Ton ent Arc Radius Chord Chord 8eorin
C1 81°25'116" 9.47 15.63 11.00 14.35 S 48'14`48" w
14 14
_ __ --
------._._.._
' V T/ c j S 81 °24'31 ,E -ii7 -_- - #15.2, _
AST�L W
+14.1 4 TER WA Y
+15.9
.12.3
--- 11.0
------- -----__----I 1 2 2
CHANNEL ELEVATION INFROMATION
TAKEN FROM COIPPS ATLANTIC
INTRACOASTAL WATERWAY MAP
FILE NO. AIWW CF-LR 105-00-49
(SEE NOTE
50 0 50 100
GRAPHIC SCALE: 1"= 50'
DOCK DESIGN BY OTHERS --------'--'--*--------------.-I)- -•---_----.----
SEE SHEETS 3-5
U
16.1 �
_+ m
15.E 19.8 �
+16. 7 'T v +2 0. 2
Z-
14,0 21.2 O Z
_..__.-___ + -I 2 2.1 r Z� 22 .3
Q +
------- -- v
16.0
��___
__--- _ +18.6 , (3)
21.0+ _____.__1__'_______ --_--
v
8.8
+25.0
+19.9
CA MA MHW
DA TA TABLE
LINE
BEARING
DISTANCE
W20
N 72'34'52" E
14.73'
W21
N 05.36'00" W
21.50'
W23
N 48.45'10" W
18.92'
W24
N 79'35'05" E
27.37'
W25
S 70'29'02" E
47.60'
W26
S 13'08'31" W
16.86'
W27
S 49'10'17" E
8.81'
W28
N 30'37'54" E
20.30'
W29
N 80.56'47" E
7.70'
W30
S 45'27'11" E
15.38'
W31
S 04'40'49" W
16.91'
W32
S 26'02'59" W
15.81'
W33
N 85"12'25" E
22.18'
W34
N 46'43'31" W
11.67'
W35
N 02'29'15" W
20.07'
W36
N 49'47'45" E
18.92'
W37
S 77'10'21" E
41.33'
W38
N 64'06'01" E
40.93'
W39
N 87'55'11" E
29,12'
W40
S 71'14'54" E
39.64'
W41
S 79'44'16" E
43.05'
W42
N 78'28'34" E
26.99'
W43
S 35'50'40" W
42.83'
W44
N 64'25'28" W
9.12'
W45
N 09'55'07" E
10.22'
W46
N 73'45'29" W
30.58'
W47
S 68.57'28" W
22.25'
W48
N 83.26'45" W
21.32'
W49
S 16'00'1I" W
9.54'
W50
S 68'52.55" E
26.33'
W51
S 84.46'53" E
59.12'
W52
S 76'25'20" E
47.36'
W53
S 49'38'24" E
28.48'
W54
S 65'05'57" E
42.89'
W55
S 68'48'08" E
52.25'
W56
S 79-42'15" E
51.47'
W57
N 88-34'13" E
54.67'
W58
N 83-36'06" E
44.97'
W59
N 75.13'27" E
35.12'
W60
N 27'26'01" E
30.07'
W61
S BB'40.08" E
35.99'
W62
S 18'47'03" W
26.25'
W63
S 50.12'04" W
33.82'
W64
S 17*11'48" W
35.65'
W65
S 38'57'04" E
13.09'
W66
N 76'43'20" E
10.08,
W67
N 28.52'21" E
35.09'
W68
N 12'IV41" E
26.85'
W69
N 43'09'25" E
37.64'
W70
N 78'21'29" E
48.66'
W71
N 48'17'46" E
26.28'
W72
S 48*17'37" E
9.99'
W73
N 77'56'46" E
30.02'
W74
S 72'35'44" E
45.59'
COASTAL WETLAND
DA TA TABLE
LINE
SEARING
DISTANCE
U1
S 72'35'44" E
45.59'
U2
S 75'46.12" E
65.88'
U3
N 75*19'55" W
73.19'
U4
S 82'48'36" W
57.29'
U5
N 83.50'34" W
51,39'
U6
N 79'47'33" W
92.00'
U7
N 77'37'53" W
59.31'
U8
N 60'30'38" W
23.14'
U9
N 73'55'16" W
69.03'
U10
N 78'37'31" W
62.02'
U11
N 80.08'53" W
31.64'
U12
N 85'01'53" W
58.61'
U13
S 70'54.07" W
51,22'
U14
N 19'19'14" E
46.36'
U15
N 54'21'14" W
35.48'
U16
S 65'30'34" W
40.52'
U17
S 19'24'04" W
34,57'
U18
S 61'18'26" W
38.87'
U19
S 66'22'25" W
65.86'
ELEV 0. 00 (NAND 88 )
2.19'
MEAN LOW WATER
NOTE:
ELEVATIONS FOR THIS SURVEY ARE BASED ON
NAVD 88, MEAN LOW WATER ELEVATION FOR
OAK ISLAND, NC PROVIDED BY U.S. OCEANIC
AND ATMOSPHERIC ADMINISTRATION NATIONAL
OCEAN SERVICE AND AIRE APPROXIMATE:
CAMA SITE PLAN
PA CULA MAkE
\�� ,r C A R p /,,�
0�- ', ti_ /p+' ,7 SM I TH V I L L E TOWNSHIP BRUNSW [ CK COUNTY NQRTH CAROL I NA
? a SEAS OWNER: RICHARD S. 8 JOAN M. PACULA DESIGNED: DLM
35677 . ADDRESS: 2941 BENNINGTON COURT
IZ
•' 41 I Nv�.'� Fo �-�-
WINSTON SALEM. NC 2710E DRAWN. DLM
•, ° 'I
��J/����p' 1tM�o�t`` PHONE: (336) 575-5684 APPROVED• JHF
_ _ STROUD ENGINEERING, F.A. DATE: 5/26/10
DAVID L. IENIUS, P.E. 102-D CINEMA DRIVE SCALE: 1 " = 50'
�l12O Z c,ri WILMINGTON. NORTH CAROLINA 284UJ
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SURVEY NOTES
1. THIS IS A TOPOGRAPHIC SURVEY AND EXISTING CONDITIONS COMPOSITE OF AN EXISTING
PARCEL OF LAND RECORDED IN DB 415, PG 359 OF BRUNSWICK COUNTY REGISTRY.
2. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES.
3. AREA BY COORDINATE OEOMETRY.
4. FLOOD NOTE: THIS PROPERTY IS LOCATED IN ,A SPECIAL FLOOD HAZARD ZONE. IT IS
LOCATED IN ZONE "AE" AS DEFINED BY-F.E.M.A F.I.R.M COMMUNITY PANEL #372.0208600 J
DATED JUNE 2, 2006.
5. UTILITY STATEMENT: THE UTILITIES SHOWN HAVE BEEN LOCATED FROM VISIBLE FIELD
EVIDENCE. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES
SHOWN COMPRISE ALL UTILITIES IN THE AREA, THAT MAYBE IN SERVICE OR ABANDONED.
THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. IT 1S
OWNERS RESPONSIBILITY TO VERIFY UNDERGROUND LOCATION PRIOR TO DESIGN AND
CONSTRUCTION.
6. THIS SURVEY PERFORMED AND MAP PREPARED WITHOUT BENEFIT OF A CURRENT TITLE
REPORT. THIS PARCEL SUBJECT TO ANY FACTS AND EASEMENTS WHICH MAY BE DISCLOSED
BY AN UPDATED ACCURATE TITLE SEARCH.
7. _ELEVATIONS FOR THIS SU
RVEY ARE BASED ON NAVD 88. MEAN LOW WATER ELEVATION
FOR OAK ISLAND, NO PROVIDED BY U.S. OCEANIC AND ATMOSPHERIC ADMINISTRATION
NATIONAL OCEAN SERVICE:
INFORMATION ON THIS MAP SHOWN FROM THE FOLLOWING SOURCES:
8. - BOUNDARY INFORMATION FOR THIS SURVEY IS BASED ON A MAP BY HANOVER DESIGN
SERVICES P.A. DATED OCTOBER 08, 2002. BY JONATHAN L. WAYNE L-3391; CONTAINING 13.11
ACRES.
9. WETLANDS FOR THIS SURVEY ARE BASED ON A MAP BY HANOVER DESIGN SERVICES P.A.
DATED AUGUST 21, 2001. BY JONATHAN L. WAYNE L-3391, CONTAINING 13.11 ACRES. (SUBJECT
TO USCOE APROVAL)
10. EROSION CONTROL STORMWATER PLAN PREPARED BY ANDREW & KUSKE PRINTED
4-10-2000. APPROVED BY NCDLR, (PROVIDED BY RICHARD S. PACULA)
11. CHANNEL AND WATERWAY RIGHT-OF-WAY INFORMATION FROM USACOE DRAWINGS.
12. SOIL BORINGS PERFORMED BY S&ME JANUARY, 2009. AND FIELD LOCATED BY THE JOHN
R. MCADAMS COMPANY, INC MARCH 20, 2009.
13. NORMAL HIGH WATER LINE IS BASED ON VEGETATIVE LINE AND VERIFIED BY NCDCM.
STAKED BY ECS CAROLINAS, LLP. SEPTEMBER 18, 2009, STAKES FIELD LOCATED BY THE JOHN
R. MCADAMS COMPANY, INC. SEPTEMBER 23, 2009.'
14. UPPER COASTAL WETLANDS LIMIT STAKED BY ECS CAROLINAS, LLP ON SEPTEMBER 18, 2009.
VERIFIED BY NCDCM. STAKED BY ECS CAROLINAS, LLP. SEPTEMBER 18, 2009, STAKES FIELD
LOCATED BY THE JOHN R. MCADAMS COMPANY, INC. SEPTEMBER 23, 2009.
15. WATERWARD LIMITS OF COASTAL WETLANDS ARE BASED ON 2008 BRUNSWICK COUNTY
GIS AERIAL PHOTOGRAPHY.
16. NOT A FINAL PLAT FOR RECORDATION.
17, CHANNEL ELEVATION INFROMATION TAKEN FROM CORPS ATLANTIC INTRACOASTAL
WATERWAY MAP FILE NO. AIWW CF-LR 105-00-49
18. FEATURES ALONG OLD BRIDGE ROAD ARE APPROXIMATE LOCATIONS SHOWN FROM A
BOUNDARY AND TOPOGRAPHIC SURVEY BY MICHAEL UNDERWOOD AND ASSOCIATES, PA
DATED 2-07, SIGNED 10-18-07.
19. THIS MAP IS NOT THE RESULT OF A SURVEY BY STROUD ENGINEERING, PA. SURVEY OF
BOUNDARY, TOPOGRAPHY, AND EXISTING FEATURES BY OTHERS AS NOTED.
D ESI Gil NO TES
1, UPLAND SITE DESIGN BY STROUD ENGINEERING, P.A.
2. DESIGN AND PERMITTING OF WATER DEPENDENT FACILITIES BY OTHERS,
3. SURVEY OF BOUNDARY, TOPOGRAPHY, AND EXISTING FEATURES BY OTHERS AS NOTED.
4. WATER SERVICE PROVIDED BY BRUNSWICK COUNTY.
5. SEWER SERVICE PROVIDED BY SOUTHEAST BRUNSWICK SANITARY DISTRICT.
6. DUMPSTERS ARE PROPOSED FOR TRASH COLLECTION AND SHALL BE SERVICED BY
PRIVATE CONTRACTOR. SCREENING SHALL BE PROVIDED.
7. NCDENR EROSION CONTROL AND STORMWATER PERMITS REQUIRED
8. NCDENR WATER AND SEWER EXTENSION PERMITS REQUIRED
9. CAMA PERMIT REQUIRED
10. NCDOT DRIVEWAY AND UTILITY ENCROACHMENT PERMITS REQUIRED.
EXISTING NCDOT DRIVEWAY PERMIT #13-1151 SR1210 SHALL REQUIRE RENEWAL
11. PROPOSED ROADS SHALL BE CONSTRUCTED TO TOWN OF OAK ISLAND DESIGN
STANDARDS AND DEDICATED AS PRIVATE.
12. MAINTENANCE OF ROADS AND COMMON AREAS SHALL BE PERFORMED BY AN HOA
WHICH SHALL BE ESTABLISHED PRIOR TO THE SALE OF ANY LOTS. MEMBERSHIP IN
SAID HOA SHALL BE AUTOMATIC UPON PURCHA`.;E WITHIN THE DEVELOPMENT,
13. THERE SHALL BE A NOTE ON THE FINAL PLATS, MASTER COVENANTS, AND DEEDS
SHOWING THE LOCATIONS OF WETLANDS AND NOTING THAT THOSE AREAS MAY NOT
BE FILLED, DISTURBED, OR ALTERED IN ANY WAY UNLESS PROPERLY PERMITTED BY
NCDENR AND/OR USACOE.
14, WALKWAYS THROUGH WETLANDS WILL BE ELEVATID BOARDWALKS.
15. MINIMUM LOT DIMENSION IS 36' x 79' (LOT 9, 2711 SF)
16, A LANDSCAPE PLAN SHALL BE SUBMITTED PRIOR TO ISSUANCE OF A BUILDING PERMIT.
THE LANDSCAPE PLAN SHALL FEATURE BUFFERS, STREET TREES, AND PARKING LOT
PLANTINGS EXCEEDING TOWN OF OAK ISLAND REQUIREMENTS. THE TYPE OF PLANTING
IN THE PUD BUFFER SHALL BE SPECIFIED IN THE LANDSCAPING PLAN.,
17. A LIGHTING PLAN SHALL BE SUBMITTED PRIOR TC) ISSUANCE OF A BUILDING PERMIT.
18, A SIGNAGE PLAN SHALL BE SUBMITTED PRIOR TO ISSUANCE OF A BUILDING PERMIT.
19, DESIGN AND PERMITTING OF POOL/AMENITY AREA BY OTHERS,
20. SITE IS SUBJECT TO THE TOI AIRPORT ORDINANCE AND IS SUBJECT TO FAA PLAN REVIEW,
21. POTENTIAL USES IN THE COMMERCIAL PHASE INCLUDE RETAIL, OFFICE, SALON, BAR,
AND/OR RESTAURANT.
22. THERE IS 1960 LF OF PROPOSED PRIVATE ROADWAY, AS MEASURED FROM THE EXISTING
EDGE OF PAVEMENT ON OLD BRIDGE ROAD.
23. LOT LINE SETBACKS INTERNAL TO THE PUD-M SHALL MEET THE NC BUILDING CODE AS
ALLOWED IN THE TOWN OF OAK ISLAND MUNICIPAL CODE. SETBACKS FROM PARCEL
BOUNDARIES ARE AS NOTED ON THE PLAN.
PROJECT Del
TA
TRACT AREA ----------------------------------------------•---
13.11 ACRES
PARCEL NUMBER - ----------- -- ---`
--------- 236000081
PIN ---------------• ---------- --
-- 208613049464
DEED BOOK/PAGE - - - - - - - -
:
- - - 415/359
ZONING ---- ------------ ------•------2.16
ACRES - C-LD
------- -------------------•-------•--
10:95 ACRES - PUD-M
ICW STREAM CLASSIFICATION ------ -----• ---
------------SA; HQW
LIMITS OF DISTURBANCE --- --- ---------------
- --- 9.2 AC
RESIDENTIAL UNITS --. ..----------------------------------------------
52
UNITS PER ACRE - ---------------- -----•-
---------- 4.75
COMMERCIAL UNITS -•--- ---- ---
- ------------ 3
GROSS COMMERCIAL FLOORSPACE •-
------ -- 3600 SF
PARKING SPACES (TOT.) - •... . .
". .................. 87
PROP. MAX BUILDING HEIGHT -----------------------•------
-------- 47'
BUILT UPON AREA OUTSIDE 75' AEC
BUILDINGS----------------------------------------------------------
� 42,640 SF
SIDEWALKS ----- • --.- _._ . --- __
-; -- 9,206 SF
ELEVATED WALKWAYS ---------'----- ---------------•--------------
5 ,510 SF
ROADS - ... _ ....
...... _ _ . 48.145 SF
PARKING/DRIVEWAYS -----""'"----"""-"-'""'"'-"-.-""""""""-"""
-32,443 SF
FORKLIFT PIER - -"
"" -""- 2,003 SF
TOTAL BUA-------------------------------------..------.--------
139,947 SF
TOTAL AREA-------------------------------------------------------415,772
SF
% BUA"---------•-•----------------=---------=---------------------------
33.7%
BUILT UPON AREA INSIDE 75' AEC
SIDEWALKS ----••---- ---- -• ----- -----
- ------ 75 SF
ELEVATED WALKWAYS --------• -- ---- ------------"""-"-`""-4,395
SF
ROADS/DRIVEWAYS ----------------------------------------------------
227 SF
FORKLIFT PIER --- - __ -------""
'"""- 2,563 SF
TOTAL BUA--- "-------`-------------------------•-------------
----- 7,260 SF
TOTAL AREA --------------------------------_------:
----- 85,255 SF
% BUA--.----------------------------------------••----•-------:--
----- 8.5%
BUILT UPON AREA INSIDE NHW
ELEVATED WALKWAYS -- -' "----- --
"" - ""-'"'" 726 SF
FORKLIFT PIER ----------------------- -----------*-----------.-
----1,543 SF
RAMPS-----------------------------------------------------------
* ------ 144 SF
FLOATING DOCKS ----------- '-"-------------."-`---------•------3,767
SF
TOTAL BUA------------"--------------------------------------------
6,180 SF
NOTE:
A TOTAL OF 0.173 ACRES OF 404 WETLAND FILL IS PROPOSED.
4C;' RIGHT OF WAY / LIMITS OF DISTURBANCE _� 40' RIGHT OF WAY / LIMITS OF DISTURBANCE
7' WIDE 8' WIDE
UNIMPACTED IMPACT IMPACT UNIMPACTED UNIMPACTED UNIMPACTED
TO 404 25 WIDE TO 404 404 WETLAND 404 WETLAND 404 WETLAND
404 WETLAND
WETLAND UPLAND WETLAND 40 WIDE IMPACT TO 404 WETLAND
VINEES 22. / pp " �N'
,X Sl JAM CULf1LL SLOPESAVEMENT SECTION ONESIDE ONL ONE SIDE ONL g 1 MMG�MM
IX GRADE ....,.;. 1 I I pES IX,.., _ SLOPES
S
- - -
6
- 6 -
IX GRADE 4 - -
-
PROP GRADE
4 - - - - - •-
2:. --- 2
- - . ., :.... p� ... ., ..., .. ,,.,. .,. .... .,... ...... EX GRADE
p' ., 0 ., 5 10' 15 20 25 30 35 40 PROP GRADE PROP GRADE p 5 10 15 20 25 30 35 40
PROP GRADE " BURI 6' DIP WATER 18" RCP SD N BAD N 6�D� CpIP WATER 15' RCP SD
WETLAND CROSSING SECTION A -A WETLAND CROSSING SECTION 13-13
1" = 10, 1„ = 10'
NOTES: NOTES:
UTILITIES LOCATED IN 404 WETLANDS SHALL HAVE ANIT-SEEP UTILITIES LOCATED IN 40� WETLANDS SHALL HAVE ANIT-SEEP
COLLARS OR BE INSTALLED ABOVE NATIVE SOILS. COLLARS OR BE INSTALLED ABOVE NATIVE SOILS.
DUCTILE IRON SHALL BE USED WHERE REQUIRED DEPTHS AND/OR DUCTILE IRON SHALL BE USED WHERE REQUIRED DEPTHS AND/OR
CLEARANCES CANNOT BE ACHIEVED. CLEARANCES CANNOT BE ACHIEVED.
LANE SECTION PER NCDOT TND DESIGN MANUAL LANE SECTION PER NCDOT TND DESIGN MANUAL
404 WETLAND
COASTAL WETLAND
75' AEC
CAMA NHW
LOT 36 30' NHW BUFFER �TIONH 12TER
IX GRADE PROP GRADE FI� SLOPE ELF/ATION -219
8 ....... :::: ---- .. ---- :.... .... . 8
---
- - - - -- - -- .6
6 - . . . -- \-
-------------...-- . ... -- - -- ---4
4 . - - - - - - ��- - - - - - - - - - -__ - - - - - - - r. _ _ .. --- :....... -------.........-
2 --- -- .. --- . -- ... ....... ... -- . •-- ----- -----
----- -- --- ---- -•--• - ___ p
0• . ... --_... ... ... ----•--. --.-.- - -- -- •-- --
2' ................. ............. ---- -- . -
= •- ....--------70 - -
0 10..._------- 20 30 40
...._ --- -80- --- ---.90. -.. - -100 110 120 SECTION C-C
1 " = 10/
NOTE: ELEVATIONS AR'-- NAVD 88
1 404 WETLAND
ELEV = 0.00 (NAVD 88)
2.19'
MEAN LOW WATER
NOTE:
ELEVATIONS FOR THIS SURVEY ARE BASED ON
NAVD 88. MEAN LOW WATER ELEVATION FOR
OAK ISLAND, NC PROVIDED BY U.S. OCEANIC
AND ATMOSPHERIC ADMINISTRATION NATIONAL
OCEAN SERVICE AND ARE APPROXIMATE.
COASTAL WETLAND
LOT 24
30' NHW BUFFER
CAMA NHW
75' AEC
M HAG
152TER
PROP GRADE
€X GRADE �
p
ACCESS &TED
�ATED
EIFVATIONH
M
FIEVATION
�pyy
21 A
5 E
--
.... ...... ------ ........
•-- . -- .. ...... ....... --- ----- .... = -
8
8•
--•-- ---.. --•-•- ---
-- . •-- .. .-- _.---------------------
_
--- . . --
.
.... ------
•
•-- . . ---- - .-- . .
6
6•--
. .
- -- - - -
-----._----.-.-. --.-- -.-.-------- -� - ---- ---- -----
---.
---.-.- ----_
..... ... ------
4
4:
'�
.----........-- =
2`
- --- --- -- --- - - - ---
-- ... -- ------ ---- ---- .... .... .
_ ` -
..... ..--- ......
_
- . ...... ......
2
0:..--.-.
-.... .. . ---• -• ----- .-- . --- •---
----- ..... .. -_.... • ......
..... ..... ` :- .. - - - - - -• ' .. ..- -- --
-----
0
-2;
..._ ..-- .. -----
-' . --..............
_--....
.
. ... --- .................
-----�-
--,-80� -90- •------100 ..1.10-.. --
••
.'..........1...............20 --------- ------ 0... ------------0.......---
---� 10 20 30 40
50 60 70
120 130
SECTION D-D
10,
NOTE: ELEVATIONS ARE NAVD 88
TYPICAL CON I OI'^
DIRECTION C
WATER FLOV
APPROX.T
BLDG F001
50' R/W
4f 71 28' B-B
7' 4'
SIDE
WALK
5:1
2 SF 9.5A
5:1.
SIDE
WALK-
l i=l i l-lil_I 11U1=W I, „ PER F T . SLOPE PAVING
_
,l 1111=1 l l;
18" 6" ABC
CURB
TYPICAL- 50' R/W SECTION
N.T.S.
N
NOTES:
THIS SECTION ISUTILIZED BETWEEN COMMERCIAL
DRIVE AND NCSR 1210
STREET SECTION PER NCDOT TND DESIGN MANUAL
40' R/W
9' 22' B-g
5, 4,
5:1
2" SF 9.5A
5:1
SIDE
WALK
i l ICI L 114" PER FT. SLOPE PAVING
- - - I �� � iI it iI I I,
ABC
CURB
TYPICAL 40' R/W SECTION
N.T.S.
NOTES:
THIS SECTION IS UTILIZED BEYOND COMMERCIAL
DRIVE
LANE SECTION PER NCDOT TND DESIGN MANUAL
RIDGE POINT
(TYP)
RUNOFF FROM
MPERVIOUS
0 STREET
20' MIN R/W
12' MIN EP-EP
5:1
2" SF 9.5A
I�4' PER FT. SLOPE PAVING
5:1
-�-,
CURB -
- TI-I n L I� 111 h . J � - 1 = I I I� I I I ; ,ILI
TYPICAL LOT GRADING DETAIL
6" ABC
�S
TYPICAL SHARED DRIVE SECTION
NOTE: ALL RUNOFF FROM IMPERVIOUS SURFACES
SHALL BE DIRECTED TO PERMITTED STORMWATER
N . T . S.
SYSTEM. NO RUNOFF FROM IMPERVIOUS SURFACES
NOTES:
SHALL BE ALLOWED TO DRAIN OFFSITE. CONTRACTOR
SHALL BE RESPONSIBLE FOR ENSURING LOTS ARE
GRADED TO DIRECT STORMWATER RUNOFF TO SYSTEM.
SHARED DRIVE SECTION IS UTILIZED AS ALLEY
FILL SHALL BE PROVIDED ON LOTS AS NEEDED TO
FOR REAR ACCESS TO INTERIOR LOTS
ASSURE POSrnVEOVERLAND DRAINAGE TOTHE
ROADWAY FOR COLLECTION AND TREATMENT.
- ALTERNATE PA-.MATERIAL'.MATERIALS FOR SHARED DRIVES SHALL BE
CAPABLE OF SUPPORTING FIRE APPARATUS.
ALLEY SECTION PER NCDOT TND DESIGN MANUAL
20'R
20' R
18' 18'
".TAL STALL DEPTH TOTAL STALL DEPTH
23' 3 1 R
3' 15' , '
23' 15' 3
OVERHANG TO FACE of CURB DRIVE ISLE TO FACE OF CURB OVERHANG
81
8 � _
v
18" HEADER
ALL SUBGRADE COMPACTED TO 95% PROCTOR 1.5" ASPHALT 18" HEADER
CURB 6" ABC CURB
= g` 3'
TYPICAL PARKING LOT SECTION
CC3
P
N. -. S.
18'
23,
_ TYPICAL STALL DIMENSIONS
TOP OF CURB ELEV= +/- 5.0'
- COMPACTED FIL'
TYPICAL WETLAND ELEV= 4.0'
TYPICAL WETLAND CROSSING PROFILE
N.T.S.
CAMA DETAILSA f? 0 PA CULA MAkE
-
y���lflift/ff/
SMITHVILLE TOWNSHIP �BRUNSWICK NTY , � •,�, » COUNTY NORTH CAROL [ NA
OWNER:
5677 RICHARD S. & JOAN M. PACULA DESIGNED: DLM
3
q q
�, � �-.° _ ADDRESS: 29 1 BENNiNGTON COURT
5� � .'� WINSTON SALEM, NC 27106 DRAWN: DLM
RE V I S1 0 N S
PD L,R� BY N0. _ `SCR I PT TON PHONE: (336) 575-5684
1+illill --� OLD 1 l LINES AND ROAD SECTIONS APPROVED: JHF
D_w 2 L:rER GRADES. REDUCE BULKHEAD
w 3 P: ECS COMWNTS
DATE: 5/26/10
__ __ _ w a P:= ECS CoWENT$ STROUD ENGINEERING, P.A.
DAV1D L. MEN[US, P.E. - - - - -- D-w -5 9/13/10 p_a ECS CO>�NTS A.&j
DLL 6 6/16/11 P_a ECS COrfNTS /02•D CINEMA DRIVE SCALE:
WILMINGTON, NORTH CAROLINA 28403
-----t------- - -- --- r9/o,alsonSHEET., ,
DATE