DEN Beaufort Partners LLC OVERSIZE PLANS 2

11111111
SITE DATA
TOTAL AREA. ... ....................... 1. .1.680 ACRES
ZONING CLASSIFICATION .................................. B-3
EXIST. BUILDING AREA ...... .......... ......... XXX S.F.
PROPOSED BUILDING AREA ....................... F *
BUILDING AREA INCREASE .................. - F;
BUILDING HEIGHT(THREE STORY) ................... .=.<35
% OF BUILDING LOT COVERAGE. • ............... ...... 11%
v SF
xWS/- 12.25'
xWS/-8.75'
IMPERVIOUS WALKS, PATIOS, ETC. EXISTING.......... XXX S.F.
IMPERVIOUS WALKS, PATIOS, ETC. PROPOSED ...........
IMPERVIOUS WALKS, PATIOS, ETC. INCREASE........... XXX S.F.
IMPERVIOU §s/PJ FKJNG AREA EXISTING. ......... XXXX S.F. .1000,
l�4PIERVIQIJISS, I?NRK,`(NG AREA PROPOSED.... .. ..... . XXXX S.F.
IMPERVIOUS PARKING AREA INCREASE ............. XXXX S.F. xWS/-8.25'
TOTAL IMPERVIOUS AREA EXISTING .................. %XX S.F.
_A S.F. 00000'
TOTAL IMPERVIOUS AREA PROPOSED ................. X
TOTAL IMPERVIOUS AREA INCREASE. ............... XXXX S.F. 00000
NO. OF WET BOAT STORAGE -SAP S. ....... .77 WS/-7.75' 000000
NO. OF GUEST ROOMS... ................................ XX x000010 BB&T PERMITTED
NO. OF PARKING SPACES REQUIRED ............. .......... 19 xWS/-7.75'
NO OF PARKING SPACES PROVIDED ....................... 20 DOCK LOCATIONS
NO* OF HC SPACES REQUIRED ...... ... ..................... 2 AVS/-4.75' 00000'
NO. OF HC SPACES ....................................... 2 00001,
TOTAL AREA IN AEC ..................... _A . ........ 327 S.F. *4000o
25% AREA ALLOWED IN AEC ............................ X S.F.
,S/-4.75
-A_A_A,_ � 0?_ 000 000001*
LEGEND �Ws/-- 5, 9, �/
ABS = ACRYLONITRILE-BUTADIENE-STYRENE
BB = BOTTOM OF BANK
B/B = BACK OF CURB TO BACK OF CURB
BC = BACK OF CURB
BFE = BASE FLOOD ELEVATION xWS/-3.75'
BLD = BUILDING CORNER
BM = BENCH MARK
BO = BLOW OFF
CATV = CABLE TELEVISION BOX WS/-3.75'
CB = CATCH BASIN
CLD = CENTERLINE DITCH _A_A_A_ -k-k-A-
CLP = CENTERLINE PATH
CLR = CENTERLINE ROAD xWS/-6.75'
CMP = CORRUGATED METAL PIPE
CPP = CORRUGATED PLASTIC PIPE
DI = DROP INLET
DIP = DUCTILE IRON PIPE 0
DW DRIVEWAY +C M N,
EIA EXISTING IRON AXLE kp A N
15-- _A_A_.A_
EIP EXISTING IRON PIPE 0 0
EIS = EXISTING IRON STAKE ELM = ELECTRIC METER BOX xws/-6.75- PUMPOUT -\ xWS/-3.75'
0000,
ELMH = ELECTRIC MANHOLE STATION 0 xWS/-3.75-
EP - EDGE OF PAVEMENTEXISTING DOCKS
EPKN- EXISTING PARKER KALON NAIL Q� EXIST.
ERRS - EXISTING RAILROAD SPIKE DISCOVERY DIVE
FES - FLARED END SECTION 0 0 PYLON -6.75'
FH FIRE HYDRANT
FFE FINISHED FLOOR ELEVATION 2 (-rYP) (CAMA PERMIT #157-09)
A
FM = FORCE MAIN
FO FIBER OPT ESTABLISHED SLIP DATA
GV = GATE VALVE
U110c, nory I INIp- c;1
1, T r. .,YE 000ov-
INV INVERT
JB = JUNCTION BOX 25' xWS/-4.c ,-
LP LIGHT POLE -5' SL MBL MINIMUM BUILDING LINE 21 18.5x4iPS
MH = MANHOLE
MHW = MEAN HIGH WATER 00�
0
MW WEL
L tLL 0
MP = METAL PIPE 1q; PH = PUMP HOUSE 0 A 24 1 x4U
PP POWER POLE 0
PVC = POLYVINYL CHLORIDE `�/ P P�
RCP = REINFORCED CONCRETE PIPE / A 0
R/W = RIGHT-OF-WAY 0 3.75' A 3-1
SDMH= STORM DRAINAGE MANHOLE 00000' el- 7'x 3 5' SLIPS
SIP = SET IRON PIPE 0
SPKN= SET PARKER KALON NAIL ws/-3. 0
SRRS= SET RAILROAD SPIKE
SS - SEWER SERVICE 000e 0 A29-1 5'x30' SLIPS
SSMH= MANHOLE 000000' \ '1 S/-5 �5'
SW = SIDEWALK 00
TB = TOP OF BANK (TOPO ONLY) 0 0 ° \
TLMH = TELEPHONE MH WS/-3.75'
TPED= TELEPHONE PEDESTALS \ P
77 TOTAL SLIPS
TRANS- ELECTRICAL TRANSFORMER 00000, 0
VG - VALLEY GUTTER -ws/-3 5' A 2,880LF SLIP SPACE
WDL = WOODSLINE h J`� \ A rp o \
WM - WATER METER BOXY ` o ° P'\ / ° �'�j
WP - WETLAND POINT xWS/-3.75'
WV - WATER VALVE
\ �Gj. P.�'S \ '� -
NTS =NOT TO SCALE A o ` Q
0
MW MONITORING WELL
000010 \ ° 0 lz;*�
WS WATER SOUNDINGo ��� \ ,�; O
CM CHANNEL MARKER 00000 1/4 WATERBODY WIDTH--,,.,, 0 0
N S/-5.2
NOT TO SCALE 1N1(WS/-x2.75' XW
CLASS "B" STONE APRON 10000' IX
XV/S/-2.
0
CONSTRUCTION ENTRANCE/EXIT xWS/-4.25'
LIMITS OF CONSTRUCTION '5
�O� �,�� \ �U �P
\ P °
DRAINAGE EASEMENT \ ° c_ TOWN CREEK A3
RIPARIAN BUFFER SOUNDAS TA ON
SIGHT TRIANGLE 000000 xWS/-4.75' W -2.7x TOP OF WATER = -0.75' 11/07/07. 12: PM
5'
SIGN EASEMENT xWS/-3.25' "N
0 ` o 0 xWS/-3.25'
CONCRETE LINED DITCH
/ \ J� M i 5�6
ZONING CLASSIFICATION
RED CHANNEL MARKERP \0� '�`1' \ 0 -4,75'
GREEN CHANNEL MARKER .000000
FO =FIBER OPTIC XW S <N3. 7 0
5' 0 P"�` ""oo
1000010 k� 0 lb B-3 N)
WSX-4 75'
0 P0 6co �,WS/-2.75' x \ \ r� ''
.00010 xWS 1.7
/ ��l S rq P�°° \ WS/-2.75' WS/-2.25' DEB ORAH S.1
0 x l
P - \'N B OYCE
00000' -_-s f-1-30 5" E S 82Z-\4\4p21 Pp E
O \�0 0 32.9 23. 6 DB 777, PG 02
\ P Ni- x
WS/- 1.75' S 47*45'43" E ... LEASE AGREEMENT BETWEEN
23'.;�, INC.
0 36" RCP TOP.,, --
a ,,�TOWN OF BEAUFORT & DISCOVERY DIVING,
S 76-03'03" E DATED: 01/24/1983.
Q) 0 N\ 9 \ �127.95' t ; J, b 'C NPS 1A NPS 4.3
.7
tk 0 A Zf
N,` P 0 Dc NP
N 8.
,<ws/- 5' 8.1 NPS
0 75;3'4'32"
I
0 NPS 1 .9
j <4.4 -3
0 B
SIP
N
J'
PIS ZONE AE
\ Jl JLJ�o P °
< '6 X8.3 .5
C) PERMITTED DOCKS - �D i f �f` F-4- - DEBORAH S.
S/-3.25' 7 ca
*Irxn
0) BOYC E
12� 0 BEAUFORT HARBOR MARINA "err IZ98 DB 624, PG 277
& YACHT CLUB PS
0
0 0 INSTALL TEMP. CONSTRUCTION
TE P FENCING ALONG BULKHEAD
(CAMA PERMIT 114-10) NORMAL LOW LI N E\-, INE RMAL HIR RTY E►m
IS P:D 0 0 n
D x YSTM -C-) X 04
<z) 0 N 5.4
C) BED_ "\ <1
Z NO A�,5x -7� RECORD DRAWINGS PROVIDED BY THE TO
xWS/-4.75* P GR65S--'7q 10 WOOD
LOOD �,<5,65 LjJ V) EX. 10" FORCEMAIN TAKEN FROM
(ARSH0 W
N.
0
95 FyOF IN =2,7 DECK 6.15 < BEAUFORT
X. C F F >
6.13 (01 WM
CV R ING •W L
8 0' 1 1 8. 6.30 6.21 .35
CO .01 - -,q, x WM
12
EP
0 <
0 X9.0
\5.70 1_� 0
Z n
3 11('06Z B ZONE
1 V48 X �ODUIAR
0 r CLUB HOUSE
SLIP DATA 7.6/ '� �: \\?� 1,512 S.F. �O <
k35 04 EP _��5�100 YEAR FLOOD BOUNDARY
X9. 9 16 FLOOD '1 5 ry
WS/-3.75- 0� 'ZEP SCALED FROM FIRM
ZONE AEI 7 93
NO E: INSTALLPR690 ' / 9 4
BULKHEAD LA
NDWARD WAV
13-18.5LAND .3e.'O Ep
1 7 8.02 1711
x50' SLIPS
.(3 OF NORMAL HI 160, .39
9.89
20-17 x45' SLIPS LINE Ay� YAR WOOD DING 7.4
71� DECK 0 1 7,49/
0 DRINKS El p
:,7.57 .9
0 8 2
IL 7.72
9-17 x40 SLIPS 0
­T/- 7 7t' 73 cq 8
15-15 x30' SLIPS X/ 0 v-
6.5' CONC W,�U< N b)
EXIST. 81 (6 n WM
PYLON 0 3 x X8.6 00 /1� 0
2-15 x 3 5 SLIPS (TYP) B-3 N)
<�\ I - 8 / 0) 06 66 c�' OLI
807 - EFRIG. 1041 W
z
0 E '0 1 8.37 59 TOTAL SLIPS HOMER SMITH SEAFOOD �1
6.4 r . - f 8-.3* MP) 5- W I/
C14 F
b.Icb4 DB 362, FIG 337 x `IC-4 -00 12. 1 0' 4.3' 14 EXISTING 9.2 b Y' EP
x9,2
';7' PARKING E2 944
8-9 ASPHALT _.A6
LOT V71/
Li! 0) EXISTING W ' E
c• 0 _4! 9.211
1 -STORY WOOD ------EEpp
10.17
-
DRIVE-THRU - if) I
8.9 BUILDING A
CANOPY x
A -A -A. x - "HARDEES .,w 0)
0 R-1
6.7/ X I
WS/-3.75- 6.1 00 R-
9D
z
10-
wFsr z
BE4UFpR7' U)
CC
SITE
Ho 70 RADIO ISLAND
OLD C ,p,U SWAY
-0 Jo_
10
Cy
V)
FRONT
VICINITY MAP
.66
01 1 a_ 8.CLR
_x 8.8 -X-
67
„W!ll .75 x -J-1-
I 1�> 6.6 cli 8
9.2 0 b
-k-k1ok, kA_A. N (14 X;f
aA B - 3 HANDICAPPED b
.WS/-3.75- �/ 1 5.4' .61 RAM P 0i
Iz-&O __113� ­1 - 9
R 35' MBL
1/4 WATERIBODY WIDTH �.�\ %; x6.4 x7.4 Li
X8.1 cr_ RAILROAD SPI (E IN PP
or DB 333, PG 328 X9.0 EL \ �.�� M� 1 d.84
A-A-h- CITY OF BEAUFORT_.__ LL_ NBEN6MA K
_WS
COI 18.0' 26.0' 18.0, (NGVID 1929)
CL P�D) 7.9 ry
�.�� \ ��° k-A_4_ UNDI 6S 7A\K1`.ON. A &REVISED: 4/29/11 (JONES CONSULTING COMMENTS)(JJB)
W .1. ­15 )`v Q f ADJUST PIERS
WS/ 5' A 3,25' (8-9 O�.� 2'
TE EP 86 & REVISED: 4/25/11 (JONES CONSULTING COMMENTS)(JJB)
�M \ \ sGo `��e\ X 8. 1 F 8.8 128.40' k 8.54
. I /_ - IP REMOVE T-HEAD PIERS
\ �' ° `�`� ry 0 /-+.75' ====== N 50*44'57" W 12 9.12' (TOT) AREVISED: 4/12/11 (JONES CONSULTING COMMENTS)(JJB)
IP CIR
•W 3 9. 4 SHOW FINGER PIERS AND NUMBER SUPS
�, `�o.. \ �: �WS/-3.75' -IF 0./0 9 ADJUST PARKING
-�,� \ oo �` -.63 8.59
Wv
Jl.Jlll�WS/-2.75' -4.75' r.�I(..R W LIN%E _____8_ C', 8. (jUkp 5�63 R/W 30' 15' 0 3W Ur 90,
\ ,-R/W 11 8.621 8.1.0 8.39
-,T-n r .5 61. WM
JuIJ�\ �•
-1 1 -1 - 3 "c
\ xWs/- . xWS/-2.25' L F 8 WV 8.3g 1 b.b
1* 30'
TOWN .47 GRAPHIC SCALE.
TOP OF WATER -0.75' .08.z..2
S-2 5 S 82 \moo
�13h b N 37'31'35" E
WS/-t75� A-A-k S 4 7.96 20.57' U WY 70 CEDAR STREET
1,;5'43 E BC
TOWN S 76'03'03* E 8.17 1
\ �i 27 95' C, CLR (60' R/W B/B VARIES PUBLIC)
TOP OF --0 75' SIDEWALK CLR 8.29 CLR
.7.63 x8.96
S 75-34'32 bo r. N N x x
4 Acr OF 1
5. Ri 7.58 SPKN LOCATED AT q INTERSECTION OF L SHEET 1
1_� <R , EM US HWY 70 "'eDAR STREETUS HWY 70(CEDAR STREET) & ORANGE ST. CAMA PERMIT MAP PIN #730617117934000
�WS/-2.75\ NPS EP -fREET W_W-W--W-W
CFD,6�R S W_
7.85 (R/W VARIES B/B VARIES PUBLIC) w_w_w,_w_w-w-w-w-w m
r - W-w-w-w-W BC
\ , , I � �`� 1 ' �,'L, R�70 BLIC) W w W ", 4- "". - - .90 8.0 1 n .6
s ZONE us HWY IF 8/6 VARIES PU V-W-w 8- -7.4 BC BC BC
-W-W-W-V Q7
0 7 7.54 7.61 7.76 7.95 8.06 7.8• 8,89 BEAUFORT YACHT CLUB
VAR_S -7 1� 19 -". -1 7 n
7.� ? 7.18 _�o 7.84 ,xm%1111 It/,/1 t
B 8c R/W
LL 7.02 7.22 in 88
KIriD"AI I n%At %A1A-rCD IKIC' c c Fy 6" C I WATERLINE TAKEN FROM !; lk
•7.06 8.1 L r- Bc REFERENCE:, DEED -BOOK 19P�,.,.,.PAGE_ 109 OF THE
CARTtREt-­COUNTY Rbditf*
z --OF B' B'
fe) - * B 99 7.03 tA B 8.12 C 7,02 Bc RECORD DRAWINGS, PROVIDED BY THE TOWN
6
%0,""STER
BED -��BC� 95 9
8S4. V)
7 1
Bz_�_,_ L-3082
::E / BEAUFORT TOWNSHIP, CARTERET COUNTY, N.C.
f W 6.73 4-:
0 �j7
BC
BC Uj
8.65
6.72 I • ,7 U VZ OWNER: BEAUFORT PARTNERS, LLC
0
E S I v NP
Z 0- ADDRESS: P.O. BOX 14165
R/W
NEW BERN, NC 28561
<
< I "
PHONE: [phone]
13C 0 v
8,97
UaS�Ej DESIGNED: MWB APPROVED: MWB
8 410% Baldwin Design
C" "OR PERMIT 103-09 W�X ry BC
X8.27 Consultants PA DRAWN: JJB DATE: 4/6/11
PERMITTED BEAUFORT YACHT CLUB_ BC D PLANN12 - SURVEYING
-
SCALE: 1"826 0 OESIGN LAN=50' 708-D CROMWELL DRIVE CHECKED: MWB SCALE: 1 30'
GREENVILLF, NC 27M 252.756.1390 . 6
CAD FILE: 07-160 BEAUFORT YACHT CLUB/NCDENR\07-160 BEAUFORT' YACHT NCDENR 4-2 1
U11 r fin-7 A Cn E-M Ar-0 Mn f%A fO.fl C-11 C. A-7 4 Mf%