134-11 OVERSIZE PLANS

EXISTING SITE NOTES
0
z
VINCINITY MAP (NOT TO SCALE)
NHW LINE TABLE LOT 2 LINE TABLE
L 1 , N 380 54' 01 " E , 3.80, L 1 A . S 80° 59' 14 " E, 20.86 L,
L2 .N 15025'29" E. 46.68. L2A ,S 09°48'05" W, 17.95 z
L3 ,N 08056'10" E, 47.45. L3A ,S 80011'55" E. 24.15 Z
L4 ,N 07025`24" E. 43.68. L4A ,N 09054'35" E. 17.11
L5, N 15°02'30" E, 42.66 L5A ,N 49°40'00" E, 13.79
L6. N 71°05'52" E. 18.11
L7, N 13057'09" E, 7.46 -.
L8, N 07049'47" E. 32.53 sz
L9, S 83003' 52" E, 11 .50 ts.o ,ts.oa
L10 ,S 07°21'21" W, 54.89-- ~~1
L11,S 07050'13" W. 21.75 6/
L 1 2 , S 060 21 ' 39" W, 5.51
' WEST BASIN _ J
L13.S 82 24 40 E. 26 ,
L14,S 08°C1`07" W, 56.27 ° (
L15.S 08002 25 W. 50.5'
L16.S 08014`25" W, 51.32 ' Sg
L17.S 77033'26" E, 4.26 r
3z
L 18, S 09048' 05 " W, 1 7. 76 ,� 16 _7 -_ - _ � ~ -_
58
L19.S 80011'55" E• 14.16 ' '
L20,N 0905435" E. 13.93 4 `'-'` 5 L3a
L 21 . N 49 40' 00" E • 17.70 5 �� T
L22.S 86021 28" E. 36.68
56
L23,S 84043`07," E. 42.91 C.~
1 1
L24,N 05°46'30" E, 53.30 ' '
L 25. N 06040' 40" E • 58.36 " -i J 9 -`__j 55
L26,N 06006'23" E- 49.81 ; 1 i ��
L27.N 05056'07" E. 48.87 I 10 �� _`_~� L�4
10
L28.N 05°56'26" E. 49.63 I 1
L29,N 05052'14" E. 48.37 ' ' _��� �� k a
L30. N 06026' 50" E, 29. 1 6 @ -` I i t
L31,S 81019'56" E+ 10.17 52
L32,N 26010' 26" E. 0.66 �° 1�-- 2 1 1_ ,2 K
L33,S 83049 13 E. 26.74 `,
L34.S 67054'26" E. 2.08 E i L9 --�
L 35. S 84021 ' 35 E. 38. 94 ; , 1" 13 ~` 50
~
L36.S 05019 42 W, 98.58 ' ' "L -` L
3 c
L37, S 05016' 20" W, 35.71 1 r4 ~ 1
L38,S 05012' 32l" W. 48.65
L39,S 05°40 06 W. 39.14 i - r j 'S 48 a` ,n
L40.S 42°59'51 " E. 26.55 i L
L41,S 41033 35 E. 27.681
6; l` 47
L42.S 89°13'52" E. 51.35 1
L43,S 88°35'16 E• 52.38
Ls
L44.S 88043' 31 " E. 52.45 j tT ~� ^�0
L45.S 87°23.20 E. 18.00 Ltt ( !6 4 ` >♦
L46.N 45024 02"" E. 27.51 L.-yJ
L47.N 46°23' 15" E. 27.07 L12 +�24`' --44
L48, N 03° 36 34 W, 53.72 %4Jti
EL
43 n-
L49,N 03 15" 54"" 51.38 W, EX TANKcr�;
L 50. N 030 11 ' 05 " W. 53. 23 L„ 1 1 42 J a
L51 . N 03° 17' 02" W. 55.3
L 52. N 030 14 38 W , 52.91 L4'
L53,N 03 19" 18 W, 57.99 1
L54,N 02°5754"" "" W, 22.32 �z 40�
L55,N 020571
54"" � � W. 24.58 J _
1 ' 1 " W ♦ 2 4.0 7 �v �;� , ,�)` i --_ _._w � : , , • .'
L56 N 4 6° 3 c�� 1 23 39 "��
L57,N 43°56.0 30"" E, 4.25 ' `''�'`
L58,N 21°59'01" W• 18.13 24 = 1 36 j o °
L59. N 66012' 05" W. 49.96 u CZ-_
Z :.. .�0�
L60. N 650 33' S1 fr W, 69.51 L' o_ j 2 37 c o
L61,N 09°49"27"" E, 5.00 iF o v�
L 62 . S 78 3 7 " 08 "" E • 1 , 4 2 BECKY S. HOUSE a^ c 1`y 26 - n J
L63 N 04029 46 W 5.55 ET -A.. HUNT
W. DB. 79 PG. 688 1 35 I
L64, S 38033' 53" W, 1 1 .35 a l l „s
L65,S 22°56'33" W, 50.71 N.C.PEN 385i323a6et ��,27
L66,S 51°40'44" W, 12.57� c �1 34
G O� 28
L67, S 75033' 05" W. 1 3. 81 ; `= ��' 33
L68, N 4 5° 5 2' 3 7" W, 9.75 �-t`'
L69. N 310 20' 22 " E • 1 1 .61 �pg ' s2
L 70, N 720 23' 51 " E , 1 7. 1 3 _ '
L 71 . N 13 2 2 4 7 E. 34.03
-'r6 1 3r 3 Ji
L72,N 04057'31" E, 25.75
L73.N 42°11'29" E, 18.57 11 30�
L 75 , N 88 27' 44 " E . 0.89 ` { r\t�' 1_z Lz L23 1�J�L
L 76. N 06025' 25 " W, 38.72 f ez.4 s85•z9 �,
L77. S 84 ° 58' 54 "' E • 25.61 L5A
L 78. N 67° 21 ' 45'j E , 24.22 m 1
L79,S 73°36`47" E, 30.13 Loa` '- ?!-
L80. S 650 57' 42'" E, 31.42 `f. a
L81 ,S 280 18' 29" E, 10. 10
L82,S 880 20 51 E, 31.31 T,
j
L 83. N 48058' 44 " E , 3.79 IN.
L84.S 510 43' 46!" E. 14.16
L85,S 74009 49 E,
L86.S 77014'28" E. 32.66 F�
L87.S 64°51'59" E. 48.48 W �E • I
L88,S 00024'19" E. 33.92 _ _--
L 89, S 120 28' 22'! W. 35.66
r -' -�--
L90,S 86020'18" W: 13.01
L91,N 41020`52" E. 36.14�z-+t��.�.✓ f y I -
L92,S 38°53'43" W. 37.20
L92A.S 3805343" W. 5.16-
a " "" 50. �� EX. ASPHALTS �t
L93. S 07 23 57 E, 1 1 1 .96 P o4
L94.S 10°45'20" W. 21.87
L95.S 07°24'15" E. 103.80
L96,S 32°41'56" E. 36.17
L97,S 55°39'45" E. 50.25
L98,S 04°41'52" E. 22.21
L99,S 23037'50" E, 18.49
L100,N 07058'32" W, 60.06
L101,S 05°09'39" E. 30.01
L102,N 64049'54" W. 11.76
L103,N 45041'46" E, 16.30
40' 20' 0' 40' 80'
SCALE. 1 "= 40'
SH 1 OF 3
PROJECT No.PM1539-3'-001
DESIGN FILE:PM1539-3'-001 ANCHORAGE MAJOR.DGN
64 I� 65 c 66 #
N.C.58 100' PUBLIC RIGHT OF W A Y
FORT MACON ROAD
83-
,_L
L84
_ L85
PROPERTY AREA:
LOT 1 = 65,284.41 SF (1,50 AC)
LOT 2 = 67,747.71 SF (1.56 AC)
LOT 3 = 49,968.11 SF (1.15 AC)
LOT 4 = 27,372.88 SF (0.63 AC)
TOTAL = 210,373.11 SF (4.84^AC)
AREA WITHIN 30` BUFFER = 90,573 SF (2.08 ACI
AREA WITHIN 75' AEC = 58,458 SF (1.34 AC)
AEC AREA TOTAL =149,031 SF (3.42 AC)
--------------------------------
EXISTING IMPERVIOUS
BUILDINGS = 22,093 SF
CONCRETE = 13.240 SF
GRAVEL = 26,057 SF
ASPHALT = 32.499 SF
GRASS PARKING=41,461 SF
---------------------------
a OTAL = 135, 350 SF ( 64. 34%)
WITHIN 30 FT BUFFER = 49,182 SF (54.3%)
WITHIN 75 FT AEC = 42,828 SF (73. 3`7° )
TOTAL AEC = 92,010 SF (61.7%)
-------------------------------
EXISTING WETSLIPS:
WEST BASIN = 66 SLIPS
EAST BASIN = 49 SLIPS
TOTAL = 115 SLIPS
EX. WETLANDS AREA = 5,239 SF
1y
N/F
OCEANANA RESORT LLC.
D8.769 PC.195
N.C. P I N"3851 4239865
.r
LEGEND
COASTAL MARSH
,vst alc J»:c
EXISTING CONCRETE
EXISTING GRAVEL
EXISTING ASPHALT
EXISTING BUILDINGS
EXISTING GRASS PARKING
- - - - EXISTING DOCK
PROP LINES
---- % --- EXISTING CONTOUR
2 PROPOSED CONTOUR
- EXISTING ELEVATION
C EXISTING PILING
AEC AREA OF ENVIRONMENTAL CONCERN
EX EXISTING
EMB EMBEDMENT
MIN MINIMUM
TYP TYPICAL
NTS NOT TO SCALE
NHW NORMAL HIGH WATER
NLW NpRMA(, LOW WATER
MW MONITORING WELL
R/W RIGHT OF WAY
WELL SUPPLY WELL
REVISIONS:
I-�4 _11

VINCINITY MAP (NOT TO SCALE)
NNW LINE TABLE LOT 2 LINE TABLE
L1
,N
38054'01"
E,
3.80.
L 1 A
,S
80059'14"
E,
20.86
L2
.N
15025'29"
E.
46.68.
L2A
.S
09048'05"
W.
17.95
L3
,N
08056'10"
E.
47.45,
L3A
,S
80011'55"
E,
24.15
L4
,N
0702524"
E.
43.68.
L4A
,N
0905435"
E.
17.11
L5.
N
15002'30"
E.
42.66
L5A
,N
49040'00"
E,
13,79
L6, N 71005'52" E. 18.11
L7, N 13057'09" E. 7.46
L8, N 07049'47" E. 32,53
L9, S 830 03' 52" E, 1 1 , 50
L10 .S 07021'21" W. 54.89
L11,S 07050'13" W. 21.75
L12,S 06021'39" W, 5.51
L13,S 82024'40" E, 26,02
L14,S 08001'07" W. 56.27
L15,S 08002'25" W. 50.5
L16,S 08014'25" W, 51.32
L17,S 77033'26" E. 4.26
L18,S 09048'05" W, 17.76
L19+S 80011'55" E, 14.16
L20,N 09054°35" E. 13,93
L21,N 49040'00" E, 17.70
L22,S 86021'28" E. 36.68
L23,S 84043'07" E, 42.91
1-24.N 05°46'30" E, 53,30
L25.N 06040'40" E. 58.36
L26.N 06006'23" E. 49.81
L27,N 05056'07" E. 48.87
L28.N 05056'26" E, 49.63
L29.N 05°52'14" E, 48,37
L30,N 06026'50" E, 29,16
L31,S 81019'56" E, 10.17
L32,N 26010'26" E, 0.66
L33,S 83049'13" E, 26.74
L34,S 67054'26" E. 2.08
L35,S 84021'35" E. 38.94
L36.S 05019'42" W. 98.58
L37,S 05016'20" W, 35.71
L38,S 05012'32" W. 48.65
L39,S 05040'06" W, 39.14
L40.5 42059'51" E. 26.55
L41,S 4103335" E, 27,68
L42,S 89013'52" E, 51.35
L43,S 88035'16" E, 52.38
L44.S 88043'31" E. 52.05
L45, S 870 23' 20" E. 18, 00
L46,N 45024'02" E. 27,51
L47,N 46023'15" E. 27.07
L48,N 0303634" W. 53.72
L49,N 03015'54" W, 51.38
L50,N 03011'05" W. 53.23
L 51 , N 030 1 7' 02" W. 55.3
L52.N 03014'38" W, 52,91
L53,N 03019'18" W, 57.99
L54.N 02057'54" W, 22.32
L55,N 02057'54" W. 24.58
L56,N 46031'01" W, 24.07
L57,N 43056'30" E. 4.25
L58.N 21059'01" W. 18,13
L59,N 66012'05" W, 49.96
L60, N 650 33' 51 " W, 69, 51
L61,N 09049'27" E, 5.00
L62.S 78037'08" E, 1.42
L63.N 04029'46" W. 5.55
L64.S 38033'53" W, 11.35
L65,S 22056'33" W. 50.71
L66,S 51040'44" W, 12.57
L67,S 75033'05" W, 13.81
L68,N 45052'37" W. 9.75
L69,N 31020'22" E. 11.61
L70,N 72023'51" E, 17.13
L71.N 1302247" E. 34,03
L72,N 04057' 31 " E, 25.75
L73,N 42011'29" E, 18.57
L749N 88°27'44" E. 8.12
L75,N 88027'44" E, 0.89
L76,N 06025'25" W, 38.72
L77,S 84058'54" E. 25.61
L78.N 67021'45" E, 24.22
L79.S 73'36'47" E. 30.13
L80.S 6505742" E. 31.42
L81 , S 280 1 8' 29" E, 1 0. 1 0
L82,S 8802051" E, 31.31
L83,N 48058`44" E. 3.79
L84,S 5104346" E, 14.16
L85.S 74009'49" E, 32.31
L86,S 77014'28" E, 32,66
L87,S 64051'59" E, 48.48
L88.S 00024'19" E. 33.92
L89,S 12028'22" W. 35,66
L 90, S 860 20' 18 " W, 1 3. 01
L91,N 41020'52" E. 36.14
L92,S 38053'43" W. 37.20
L92A,S 38053'43" W. 5.16
L93.S 07023'57" E. 111,96
L94,S 10045'20" W, 21.87
L95,S 07024'15" E, 103,80
L96,S 32041'56" E, 36.17
L97,S 55039'45" E. 50.25
L98.S O4041'52" E. 22,21
L99,S 23037'50" E, 18.49
L100,N 07058'32" W, 60,06
L 1 01 , S 050 09' 39" E • 30.01
L102.N 64049'54" W. 11.76
L103,N 45041'46" E, 16,30
40' 20' 0' 40' 80'
SCALD: I 40
SH 2 OF 3
PROJECT N©.PM1539-3'001
DESIGN FILE:PM1539-3'-001 ANCHORAGE MAJOR.DGN
N/F
BECKY S. HOUSE
ET -AL. HUNT
DB.798 PG.688
N.C.PINP 638513230681
P
ROGUE SOUND
r--2x12 CAP WIDTH VARIES
15FT 5/8"
GALV TIE BACK i
�`NEW 4FT WIDE
I FLOATING DOCK
8" TIP PILE ti'f ;yr�yi,�fF`}r} *" -. --- NHW EL. 3.1
I `
DEADMAN `fv I i
cc
�is.o 11s.4o!
r
2 NEW 8ULKHEAD SECTION B-B
SCALE: NTS
WEST BASIN
I �
f
I
I
r= I< ! 7
! 4 ' !
W
8
I !I
P7�_)
�/4 EX. L
TO RE
15
62
61
60
Z7 =
59
56
57 -r
L30
55
54 i
L Z%,
53
'
NLW £L. 0.0
L77 ^a
L73L75
L72 _ TL6 L 6 3
�L 62
L60
L-+L65
7D
L69,�
L68 L67F ;"L66
`j
79
L80
jd l''
j EX. DOCKS _
TO REMAIN -
f:SPaRIAN L` _. ... _ 47 4
N.C.58 100' PUBLIC RIGHT OF WAY
FORT MACON ROAD
8" PILE
(FINGER PIER SIDE)
-. NNW EL. 3.1
o NLW L. 0.0
-8" PILE
EMBEDMENT DEPTH
BY LIFT MANUFACTURE
RECOMMENDATION
TYPICAL BOAT LIFT SECTION
SCAI E ; NTS
PROPOSED 4 FT
WIDE BOARDWALK
4X4 PT POST
NEW 2X12 CAP
4XG WHALER
PROPOSED 4 FT
WIDE WOOD DOCK
NEW DOCK SECTION A -A
SCALE: NTS
i
�G
P
N/F
OCEANANA RESORT LLC.
/ DB.769 PG.195
N.C.PIW$638514239865
,,�,IIIIIff111
�NCArf
SEAL 9�t
13343 * _
GINEE
SITE NOTES
LOT 1 = 65,284.41 SF (1,50 AC)
LOT 2 = 67,747.71 SF (1.56 ACl
LOT 3 = 49,968.11 SF (1,15 AC)
LOT 4'�27,372_M 88SF-(0_� 63AC)
-_____
TOTAL = 210,373.11 SF (4.84 AC)
AREA WITHIN 30' SUFFER = 90,573 SF (2.08 AC)
AREA WITHIN 75' AEC = 58,458 SF (1.34 AC)
AEC AREA TOTAL=149-031 SF (3.42 AC)
EXISTING IMPERVIOUS ------------
BUILDINGS - 22,093 SF
CONCRETE = 13,240 SF
GRAVEL = 26,057 SF
ASPHALT - 32,499 SF
GRASS PARKING=41,461 SF
--------------------------
TOTAL = 135,350 SF (64.34%)
WITHIN 30 FT BUFFER = 49,182 SF (54.3%)
WITHIN 75 FT AEC = 42,828 SF (73.37.)
TOTAL AEC = 92.010 SF (61.7%)
-----------------------------
EXISTING WETSLIPS:
WEST BASIN = 66 SLIPS
EAST BASIN = 49 SLIPS
TOTAL = 115 SLIPS
PROPOSED WETSLIPS
WEST BASIN = 66 SLIPS
EAST BASIN = 47 SLIPS
TOTAL = 114 SLIPS
NO IMPERVIOUS PROPOSED
PROPOSED 3 FT
WIDE FINGER PIER.
LENGTH VARIES
NHW EL. 3.1
- NLW EL. 0.0
LEGEND
COASTAL MARSH
° EXISTING CONCRETE
EXISTING GRAVEL
EXISTING ASPHALT
r
% EXISTING BUILDINGS
EXISTING GRASS PARKING
��---------- EXISTING DOCK
PROP LINES
- % - EXISTING CONTOUR
2 PROPOSED CONTOUR
EXISTING ELEVATION
:) EXISTING PILING
PROPOSED PILING
AEC AREA OF ENVIRONMENTAL CONCERN
EX EXISTING
EM8 EMBEDMENT
MIN MINIMUM
TYP TYPICAL
NTS NOT TO SCALE
NHW NORMAL HIGH WATER
NLW NORMAL LOW WATER
Mw MONITORING WELL
R/w RIGHT OF WAY
WELL SUPPLY WELL
REVISIONS:

BOGUE SOUND
5.0
4.a
3.O
2.a
1.a
--o. a
--1 .0
-2. o
-3.0
-4.0
-5.0
-6.0
-710
-8 , 0
n
y00
V
Q
VINC1NITY MAP (NOT TO SCALE)
---DREDGE SECTION A -A
�-' H SCALE.ry1" = 40'
V SCALE: 1" = 20'
N/F
BECKY S. HOUSE
ET.AL. HUNT
0B.798 PG.688
N.C.PINU 6385t3230681
P
4,o
A
SH 3 OF 3
PROJECT No. PM1 539-3 `-001
DESIGN FIEE:PM1539-3'-001 ANCHORAGE. MAJOR.DGN
WEST BASIN
N.C.58 100' PUBLIC RiGiT OF W,�kA'
FORT kl.�,(_'ON RMAf.D
1 ,tip
� �� '.walYll.'Y� i• �� � ti� �� si .� ��. � �• r--�w.n� -- �w a•nn Ira �. � � � � i. �nrr �� �� �+s
AVG EX. DEPTH .= —5.0 NLW
PROPOSED DEPTH = —8.00 NLW
DREDGE AREA = 126,546 SF
DREDGING VOLUME = 14,060 CY
EX. WETLANDS ONSITE = 5.239 SF
NO WETLANDS EXCAVATION PROPOSED
l
A 1h p�L
N/F
r OCEANANA RESORT LLC.
OB.769 PG.195
N.C.PINu638514239865
ttIf;f,to
,.•`,eta C=iRO`t..
�,�tc `alp'•. �'.9'.
r
SEAL * s
13343
��J+JiI{it}11,
LEGEND
DREDGING AREA
`L1L ]IL WS'L -
`y,'�`.,�'�` ,G COASTAL MARSH
EXISTING CONCRETE
EXISTING GRAVEL
EXISTING ASPHALT
EXISTING BUILDINGS
EXISTING GRASS PARKING
----- EXISTING DOCK
PROP LINES
-- EXISTING CONTOUR
2 PROPOSED CONTOUR
- EXISTING ELEVATION
AEC AREA OF ENVIRONMENTAL CONCERN
EX XISTING
EMB EMBEDMENT
MIN MINIMUM
TYP TYPICAL
NTS NOT TO SCALE
NHW NORMAL HIGH WATER
NLW NORMAL LOW WATER
ww MONITORING WELL
R/W RIGHT OF WAY
WELL SUPPLY WELL
REVISIONS: