159-08 Oversized Plans 2007

LINE TABLE
LINE
LENGTH
BEARING
L1
52.77'
N
77d56"57"
L2
48.58
N
61 d 33' 39"
w�V
1-3
19.11'
N
67d48'49"
1N_
1-4
24.66'
N
78d43'01"
VV
1-5
44.70'
S
85d01'58"
Vv
L6
74A 1'
S
64d 57' 33"
W
L7
21.90'
S
13d34'54"
F {
1-8
15.08'
S
50d1522"
W
L9
22.47'
S
56d25'13"
1N
L10
39.60
S
61 d29' 12"
V11
L11
36.13'
S
66d39'54"
W
L12
42.46'
S
54d 35' 17"
1N
L13
31.28'
S
34d39150"
W
L14
52.72'
S
04d22'1I"
E _
1-15
17,07'
S
78d21 144"
E
L16
24.83'
S
02d29'12"
E
L17
46.23'
S
27d54'22"
E�
L18
21.79'
S
04d19'05"
E
L19
18.43'
S
04d10'46"
W _
L20
22.72'
S
39d511135"
E
L21
19.99'
S
27d56'18"
E
L22
24.45'
S
05d57'19"
E
L23
38.01'
S
17d30'14"
E
L24
38.99
S
00�d33'34"
W
L25
44.87'
S
38d54-'07))
N�
L26
48.941
S
55d01'16"
E
L27
10.36'
N
30d0 738"
E_
L28
46.80'
N
3000'00"
E
CURVE TABLE
CURVE I LENGTH
RADIUS
I DELTA
BEARING
CHORD
C C1
1 114.14
11020.001
6.24'41"
N32d10'00"E
114.08
BUILDING ROOF AREAS
ROOFED AREA
EMT CART GARAGE
260 SF
GAZEBO
260 sF
BUILDING IMPERVIOUS
520 SF
GOLF CART P?.RKING
6 SPACES 141 X 6'
504 SF
(WITH 300/8 CREDIT FOR TURFSTONE =353 SF IMP AREA)
CLAIMED IMPERVIOUS (AT 100%)
504 SF
-n fth, .
IeA
2 0
WOOD WALKWAY 5' NUDE. 41 •
ALONG BULKHEAD PER CAMA
0 APPROVED DETAIL ♦ ` • `
`I
4
49
\FUTURE BULKHEAD
v COASTAL WETLAND '
LINE TO BE DRAINAGE AREA1 FUTURE a eebo
/ 260 SF Roofed c.). 2
/41
�� Fir --FLAGGED BY SA WATERS SHAPE/STYLE TBD
CAMA PRIOR TO�, ACRES)404 WETLAND LINE (over wood decking'►
E;XTL-NDING EXISTING OCTOBER, 2004 °
!T��jEULKHEAD COASTAL WETLAND LINE STAE<ED EY (,AMA DRAINS TO BALD HEAD CREED( JANUARY 2007 (500 LF) <s
404 WETLAND LINE SA WATERS �$-$$ $ BALD HEAD ISLAND MARINA — �
_ NOTE:
OCTOBER, 2004CLOSEST SPOT TO BOUNDARY IS APPX 97'
~s
#F: 404 WefiandLine PROJECT BOUHDi�RY IS
1998 50 0 50 100 APPROX 2.5' NW OF
COASTAL WETLAhID
' SCALE FEET LINE/BULKHEAD, WHERE
BULKHEAD WITH WALK IS
cr ADJACENT TO PAVED
NOTE: BALD HEAD CREEK ROAD (OUTSIDE OF ° CD
NORMAL HIGH WATER PROJECT) °
L o o CLOSEST SPOT TO BOUNDARY IS TURFSMO E PARKING °
io CD,+ ,� o APPX 188' CALCULATED AS lOG ° �l
IwIPERv40US 504 SF
+ LO o \,
0 0 t++j + + o
ytle��
" 'EMT CART "' N N 1
is .-'
,� ��9'x16' BLDG SHOWN CARTBRIDGE
�OOFED 260 SF B R �E - j r j _ KEEL
N 35 2 I�, P R 0 P 0 S E D _ _-
`� ®.a.,W��22zo E an NX an224.5_, �.; VVOOD CART BRI --- ; �, not�n� .
as ma
so an
ma C1.....r,.®..---...�MMMM®MMI.=�N28an�39 1f�7 �MGM MI W== i�
a
B .— Ik W&O
NW Yel D.Ielk*l
Rall )'Pp P.W.TSD
@66P Pr Rao Popp
N Fl" P.I. (APp. 6-e 0C )
RVE sty&: Not Yet DOteanred
Y,t Wph VMIb1Ihy to Creek
No :sP.O.E hV.P pb81"
—"`pi(-O.N. Tl "
U6P r. WA w(ryp)
14'D OaN s1.H MPh ROE.E7
TMext Oyp)
-� @6 SP FT PPa.: 14'-18' Lergth
Om-...t C.R OUCCA
6-4' pc. Typ
-JP W. (TM
P.T. Vv I FT -
VW
C—Ckr PTSappy A
�.��..a,c,Dm�A
Fe+CeE 9.low Ct.tl.
Bulkhead Boardwalk Detail
CART BRIDGE PRELIMINARY C OSS SECTION
ALL. WOOD TO BE P.T. SYP, ALL FAST 4FRS TO BE HDG OR ST. STL.
18'-0" Maximum Decked V,'id',n
(Guiderail Posts Protrude Beyond Deckinc : Final Details TBD)
Walking Lane not shown for Stormwaieir Drawing Clarity
Final Cart Bridge Design by Bridge Builder's Engineerto `Je per CAMA & COE Comments
8"x8" Rail 4"x12" Decking
8"x8" Posts 2"x12" Wear Deck
CV N @ 5' O.C.
co
30° Cut
r
+ (Typ)
co 12"x12"
co Pile cap „ „-
3"x10" Cross -bracing
applied to eveother! \1" dia x 24" D
span attached with 3/4" diia
x 16" hdg hd bgit
5'-5" 61-611 -- .-----
8"x12" Outside —
Stringer
6"x12`x12' Stringers
I 1i to cap with
Siinpson TS-18 straps
or equal
�I
.I
I I
I
,I
Well PA (typ)
l "I
CART BRIDGE $EOTIOi` (NTH)
Now
PROPOSED DOUBLE LAYER OF DECKING CART BRIDGE;
510 LF X 18' WID. WOOD CART BRIDGE OVER MARSH � 0180 SF
+ PANED END APROACH 82 LF X 18' � 256 SF"
+ PAVED END A13PROACH 10' I.,F X 18' 180 SF
+ MISC PAVEMENT & CORNER RADII = 400 SF ..
1 00 1 Ci SF"
DESIGN ALLOWANCE + 184 SF
STREETS WITH J§RIDGE CONSIDERED IMPERVIOUS 10 100 SF
STREETS WITH bRIDGE CONSIDERED PERVIOtJS 1020 SF
DESIGN NOTE: Tull VILLAGE OF BALD HEAD ISLAND IS/HAS PROPOSED REQUIRING
A DOUBLE LAVER i ECK (I.E. WEAR DECK) ON CART BRIDGES. AT THIS TIME WE DO NOT
KNOW IF CAMA ANE)IOR COE WILL CONSIDER'i"F-IIS AS TOO MUCH SHADING OF THE
MARSH BELOW. THE WEAR DECKING MAYBE SUFFICIENTLY GAPPED TO BE CONSIDERED
"PERVIOUS", BUT FOR STORMWATER PERMIT PURPOSES, AT THIS TIME, IT IS BEING
SUBMITTED AS 100% IMPERVIOUS. THIS IS A CONSERVATIVE APPROACH Tt I AT WILL
a ALLOW ANY TYPE OF FUTURE SURFACE ON THE BRIDGE.
U
N > NOTE: ROADWAY STATIONING TARTS AT STATION 10+00, WHICH IS ALONG A
c ;n a
E o DINE EXTENDED, FROM THE WATER SIDE O1� THE SOUTHERN MARINA
BULKHEAD TO THE CENTERLINE OF KEELSON ROW. IT IS OUTSIDE OF TIME
PROJECT, BUT IS AN EASILY IDENTIFIABLE (ON THE GROUND) STARTING
®° � POINT'.
E
+180 SF +100 SF
+30 SF P AVED
PAVED +90 SF PAVED
'
11' P AV Ep 13'
36
6
7 F� ' 13NOTE: DEVELOPL R OPTION TO USE
9 12PERMEA81-E/PEkVIOUS PAVEMENT.
PAVERS OR TURV 5TO N E PER NC
13' STORMWATER 5t,,tP NIANUAL, CHAPTER 18.
AREA CREDITS VI TILL BE CALCULATED PER
MISC PAVEMEN1` & CORNER RADII 400 SF (NITS) THE MANUAL.
SCM-E; 1" =30'
rCD
ISSUE
8.1.07
SHEET:
SW-1 BHI LANDING
CART BRIDGE AREA LOW DENSITY

NOT
FOR RECORDING OR CONVEYANCE
— — — --� —
MADE FROM SURVEYS BY WITHERS & RAVENAI_
MEAN HIGH WATER — —
1.81' NAVD 1988 --'��
r
00
DECEMBER, 2006 — --�-
O
— _ ----- — — FIRST LIE OF N24'32'31"E L2
<�
1g�G�°'
— — —_
STABLE VEGETATION=� L1
CAMA 2-2-06 43.25
WOODEN
WALKWAY
ZONE VE
(EL 12)
Ld
ZONE VE
Z
— — ----'_
�I 00
tD j _ ---- ---
ZONE AE
(EL 11) \
Z
U
12"
ZONE VE W
—� „<G1 10" \ U
(EL 12) ._ �
N 28'51' 2121
�52„E 331.5
N22'13
— ---- — 4� SB �—
�— — ZONE AE ECS
(EL 11) °
O
T WOOD � o ° ° o E: SALES OFFICE
POSTS _ CA
(TYP) 2 o
w o LP ° X
—~ o ° ECS
l / w o
0
/
1004 I EXISTING o ° co WALE S)2• o o
o x a0
1003 O �" ° °
/ 2 �. Cb
BALD HEAD ISLAND / s TH_2 o LP LP ECS wM °
/ MAP BOOK 12, PAGE 1 / SI
ADMIN BUILDING GUEST
TP ET _ .- _ _ SERVICES
PILOT --- —
o � IVER
a\ arn• WOOD
I / STS
1000 �_ PS SIGN J (OY')
LP SIGN DOCK
TGREEN — — CP\ CP STOR
\EP/ACCESS
/ \ ET EP i EASEMENT
60
ET SIGN
/ \ � N — ' `f UP 12'X1' 24'X1'
rar a TRENCH DRAINS
z l Ar S� WV
1)
wv wv wv
WV
FH
q`
7o _'"O 2 *1�2_
11mou—
LIBRARY
1204 T \ 1200
VAULT l ��r2 �0F ° o ..st. °'
0 0
/ 1203 / 1 — ` - BARGE LANDING C� a;
I , �h/ > q
0
I �� 0
LP LP tP
1202 1201 \ �,'�� �� /
49
��P" , DRAINAGE AREA 1 MP �' \ LP
�p 0q. / J - - 180 SF 6 m LP
SA WATERS 18-88 8 4 t
w `� "E �� / 2.27 ACRES Pilo
J �\ PO LP
s N w
yFgo ty \ \ 12" CEDAR ^ BALD HEAD ISLAND LANDING 1 N °LIP
w
/ /wLBO SIGN
/ \ ET7'--
\ 18" PALM /
18" OAK
24" OAK CATV
12" PALM /
\ 15" CEDAR /
\ 12 PALM
/
/ FbG
OF w
DOQ,3
/ 15 OAK SIGN
/12" OAK \
15 PALM \
- SIGNS
/ / \
\ 12" OAK
ZONE VE \
(EL 13) \ \
FH
Lie
10 CART BRIDGE AREA I L
PATHWAY CAMA ;OASTAL L, O L \ LP
% WETL4) LINE
15'3 50 0 50 100 JANU I'f, 2007 °
1 SCALE FEET v"
L LOW DE IT �/� °
Y STORM LP LP G
WATER PROJECT B SIGN
- BOUNDARY - - —
BRICK VERS
O
�N CB KEELSON ROW TMH
WyV � --
N3 / /0"E
� Z0 224 2' BRICK PAVERS
BRICK PAVERS
CATV "'�� Cl N28'57'39"E 16711"L,� 28,-, �
p
SIGN SIGN �
SF
SF
WV
X
LIOE TABLE
LINE
LEN TH
BEARING
Lt
52. 7'
N 77d56'57" W
L2
48.5 '
N 61d33'39"
L3
19.11
N 67d48'49" W
L4
24.66'
N 78d43'01" W
L5
44.70'
S 85d01'58" W
L6
74.11'
S 64d57'33' W
L7
21.90'
S 13d34'54" E
LB
15.08'
S r0d15'22" W
L9
22.47'
56d25'13" W
L10
39.60
S 1d29'12" W
Lit
36.13'
S 6 d39'54" W
L12
42.46'
S 54d '17" W
L13
31.28'
s
S 34d39' " W
L14
52.72'
S O4d22'11
L15
17.07'
S 78d21'44"
L16
24.83'
S 02d29'12' E
L17
46.23'
S 27d54'22" E
L18
21.79'
S 04d19'05" E
L19
18.43'
S O4d10'46" W
L20
22.72'
S 39d51'35" E
L21
19.99'
S 27d56'18' E
L22
24.45'
S 05d57'19" E
L23
38.01'
S 1700" 4" E
L24
38.99'
S OOd33'34" W
L25
44.87'
S 38d54'07" W
L26
48.94"
S 55d01'16" E
L27
10.36'
N 30dO7'38* E
L28
46.80'
N 30d00'00" E
CURVE TABLE
CURL&
IENCTI{
RADIUS
DELTA
BEARING
CHORD
CI
11♦ 11
I020.00
114.08
BALD HEAD
ISLAND LIMITED
DEED BOOK 350, PAGE 68
/ BALD HEAD CREEK
NORMAL HIGH WATER
MARCH, 2006
I \ \
ZONE VE i
(EL 14)
404 WETLAND LINE
OCTOBER, 2004
�-- BALD HEAD CREEK
/ NORMAL HIGH ','TER
MARCH, 2006
RYI LANDIN� S28'46'08"W
LP LP
MARINA
BALI) HEAD
ISLAND LIMITED
DEED BOOK 350, PAGE 68
4
M1� 11° lf
SIG ��,'
IV,
3" t}?� z
„ E,, W
WV p o 10„ col 10 P N
p 9" FP c
c0
WVQ PALM TREES U
p FP �(
p
ED
p
p FP
p
p r
p FP
FP
SMH
(P
PB P
LP
CB ® SIdH
BRICI( PAVERS TMHO
ZONE VE
(EL 13)
wV
APPROVED?
NORTH CAROLINA ENVIRONME
MANAGEMENT COMMISSIO
DIVISION OF WATER QUALi1
A,A-�w�t 3�/ � c wa?
rCFIVED
AUG 0 3 2007
Ii CEIVELj
DCM WILMINGTON, NC
FEB 1 1 2008
,
SITE
BALD HEAD
ISLAND MARINA
GREEN TEAL ORTH BALD
HEAD TRAIL
r
WESTBALD
HEAD WYNE
�W ♦ ._
VICINITY AP BALD HEAD
NOT TO SCCALE � ISLAND, NC
VICINITY MAP: BALD HEAD ISLAND
BRUNSWICK COUNTY, NC
(NOT TO SCALE)
EXISTING BUA 8.21007
BALD HEAD ISLAND LANDING
CART BRIDGE AREA
IMPERVIOUS AREA
ON -SITE BUILDINGS 0 SF
0.00 AC
ON -SITE STREETS 180 SF
0.004 AC
ON -SITE PARKING 0 SF
0.00 AC
ON -SITE SIDEWALKS 0 SF
0.00 AC
OTHER ON -SITE 0 SF
0.00 AC
OFF -SITE 0 SF
0.00 AC
TOTAL IMPERVIOUS 180 SF
0.004 AC
TOTAL AREA 98880 SF
2.27 AC
IMP %
0.2%
REVISION DATES
ISSUE;
8"1.07
FOR: Bald Head Island
Planning Dept.
o �2Ili c
.......
h :r 1'
'L
rAL i Ir
•�. cis rstry��y
BRUCE MAREK, P.E.
P.O. BOX 3069 BALD HEAD ISLAND,
NORTH CAROLINA 28461
[phone]
BALD HEAD ISLAND LANDING
CART BRIDGE AREA LOW DENSITY
BALD HEAD ISLAND, NC
,)
LOW DENSITY STORMWATER
PERMIT DRAWING
AUGUST 1, 2007
SHEET:
SW-2 EXISTING CONDITIONS