8-96 Minor Mod 1998 Jarrett Bay Boatworks Oversized Plans

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INVESTMENT GROUP LLC
BASE OF SUBSTRATL
RHUE MB 29 PG 3 76 0'
SECTIONC - C' DB 576 PG 71
VICINITY MAP - CORE p
/� �e 11 � ' O S B o o �1 x 69 `CORE CREEK MARINE !
SCaI6• 1 2 B 28 S 65 10'12"E CQ - s INDUSTRIAL PARK
DIGITIZED FROM AERIAL, NO SCALE 1 i'7 B S8'• 56.00' Wv+;:oNE cENTTR a DIREcroRY
to ,� 4 O�'
LV UPLANDS z ?y!
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Scale: 1 "= 50' F CA
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MARSH N 88^01'02"S 18) i 1 AC
y I 41.49' ,& 1.3 AC too.00' JARRETT BAY GROUP,LLC
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N o1'oe 5e w S o1°58'5a"N MB 29 PG 333
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52 96' - 141.49' .i 88.75'
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EXISTING POWf RWASH BASINj-
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¢�- VEGETATION �/ 872.59' -- 1-
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4 OFFICE R 5E VICE 3,838 SF+i- DECKING AROUND BUILDING Q
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BATHYMETRIC CONTOURS
VERTICAL UATUM MEAN SEA LEVEL
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(Cq 8 RUN)
785' 27.4 AC
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I EXISTING ABC STONE SURFACE 20.0 AC
CURVE DATA
CURVE RADIUS TANGENT LENGTH DELTA Dsc "E
C-1
340.00'
87.04'
170.41'
28043'04"
1"106'
C-2
280.00'
37.09'
73.75'
15°05'29"
20*r 46"
C-3
20,00'
8.28'
15.71'
45°00'00"
C-4
75.00'
149.14'
185.73'
126`36'17"
76'='40"
C-5
340 00'
40.51'
80.63'
13'35'17"
16,51, 6*1
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EXISTING RAMP EXISTING ABC STONE SURFACE
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EXISTING HIGH GROUND
BASIN
- - - EXTENT OF RAVEL SURFACE
_-8 RUN)
6.0'MSl
32'7" WIDE
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UNDISTURBED BOTTOM
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SECTION
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TEMPORARY EARTHEN PLUG TO REMAIN IN ORDER TO
/REDUCE SEDIMENT INFLUX AND TURBIDITY DURING CONSTRUCTION
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200 B,
TON TR
PROPOSED EXPgN�NLIFT BAY
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ROUND CORNERS
10' RADIUS TYP.
MARSH
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EXISTING ABC STONE SURFACE
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Scale: 1 "= 20'
110 FEET IN LENGTH 6.0'MSL
MEAN SEA LEVEL PROPOSED EXCAVATION = 751 CY
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N PROPOSED EXCAVATION 956 CY
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UNDISTURBEI BOTTOM \\�j\ N
NEW BOTTOM SLOPES FROM 7' TO 8.25' AT MOUTH OF LIFT BAY,
AND CONTINUES TO IT BELOW MEAN SEA LEVEL AT MOUTH OF BASIN z
SECTION B - I''
T- I Scale: 1 "= 20'
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DEG 0 1999
PROPOSED EXPANSION
T �I, ;7T EXISTING BASIN _ - @-- --- 110'-- -- --�
EXISTMIG GRADE TRAVEL LIFT BAY
- - - --- PROPOSE!' -,RADF
PROFILE OF BASIN AND PROPOSED TRAVEL LIFT BAY
Scale: 1 "= 50'
.550,
10
11.7 AC
UPIANDS
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MARSH 22� 0���
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UPLAND
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UPLANDS
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WETLANDS
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MARSH
300.00'
S 90100100111I
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20�� I 0 200 400 7600
GRAPHIC SCALE - FEET
1, 5Tf Vf N D. POWr PS, CERTIFY THAT THIS SURVE Y 1S Of 4A A 1•, TING P4N(- EL OF L 4NO
STEKN D. POWERS, CERTIFY THAT THIS PLAT WAS DRAWN UArM N MT SUPERVISION FROM AN A( IU4 SURVEY
MADE UNDER MY SUPERVISION (DEED DESCRIPTION R£COROEL' 44 NOOlr tjZ'-jP46E .�._ ( 'HAT TNf .yUUNDARIf S
NO T SURVE YED ARE CL E ARL Y INDICATED AS DRAWN FROM IMFORALI r10N F pUA� N e0 t L - ,P4GF } 33
THAT THE RA TKO OF PRE CIS S CIAA rf-D IS . 1(J0C;X)t rHA , '41S PL A - WAS PRFP4fifP IN
4CCORDANC W10 G.S. 30 �D, 07TWSS MY ORHNAWL SIGNATURE
REGISTRA NUMB AND rH 1 DAY Of _ec r- _ _ •AD. , 9 IV
571 WA(POWERS L -2994
I FIORD CH.9EARING
168.64'
S 35'57'48"E
73.54'
S 4e48'35"E
15.31'
N 88'59'47"W
134.01'
S 88'38'22"II
80.44'
S 14'48'37"E
LEGEND
Ac AIDE 5
ECM - EXISTING COWRETE MONUMENT
E W EXISTING ANON AXE
UP - EXISTING IRON PIPE
EPK- EXISTING PK NM.
WF - NOW OR FORME RE Y
POB POINT OF BEGINNING
SF SOUAN F F. E T
00
R/W RIGHT OF WAY
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NCCS MONUMENT
CAR 81 1992
R_ EFERENCES__
o DB 829 PC 86 -
C MB 29 PC 333
0
AREA,
ry
BY DMD
JARRETT BAY CROUP LLC - 27.67 AC+/
1,205,238 SF+/ -
WHITE WATER DEVELOPMENT GROUP LLC - 137.86 AC+/ -
SHEER LINE INVESTMENT GROUP LLC - 5.48 AC+ f -
TOTAL - 171.01 AC+/-
7,449,143 SF+/ -
NO TES:
1) PROPOSED HIGH GROUND EXPANSION IS A DESIGN BASED ON NCDEHNR,
NORTH CAROLINA COASTAL MARINAS: WATER QUALITY ASSESSMENT,
JANUARY 1990, REPORT NO. 90-01
ALL SETTING AND DESIGN CONSIDERATIONS ARE BASED ON THIS DOCUMENT.
DESIGN CONSIDERATIONS
A) BASIN DEPTH < ICWW DEPTH.
B) BASIN DEPTH INCREASES TOWARD OPEN WATER.
C) ROUND/OVAL CORNERS.
D) ONF. CENTRAL ENTRANCE.
2) NEW IMPERVIOUS SURFACE TOTALS: A) PARKING-10,602 SF+/-
B) BUILDING -- 2,800 SF+/-
C) DECK --- - 3,838 SF+/ -

AIN
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SITE
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LEGEND
AC - ACRES
ECM - EXISTING CONCRETE MOM ENT
0Q4�
EW - EXISTING IRON AXNLE
EIP - EXISTING IRON PIPE -
EPK - EXISTING PK NAB
N/F - NOW OR FORMERLY
POO - POINT OF BEGINNING
SF - SOINRRE FEET
R/W - RKRFTT OF WAY
VICINITY MAP
DIGITIZED FROM AERIAL, NO SCALE
CURVE DA TA
CURVE
RADIUS
TANGENT
LENGTH DELTA DEGREE
CHORD
CH.BEARING
C-1
75.00'
149.14'
165.73' 126°36'17" 76023'40"
134.01'
N 86038'22"E
C-2
20.00'
8.28'
15.71' 45000'00" 286028'44"
15.31'
S 68059'47"E
C-3
280.00'
37.09'
73.75' 15005'29" 20027'46"
73.54'
N 42046'35"W
C-4
340.00'
131.56'
251.05' 42°18'21" 16051'06"
245.38'
N 29010'09"W
NOTES:
1) TOTAL AREA 137.86 AC+/-
2) NUMBER OF LOTS - 16
3) AVERAGE LOT SIZE - 8.29 AC+/-
4) ZONE - INDUSTRIAL WAREHOUSE
5) MINIMUM BUILDING LINES: FRONT = 50'
SIDE = 20'
REAR = 30'
6) ALL LOTS TO BE SERVED BY CENTRAL WATER AND SEWER,
CARTERET COUNTY AND TOWN OF BEAUFORT.
7) ALL WATERFRONT LOTS SHALL BE SUBJECT TO A 75'AEC FROM SHORELINE,
8) 2,900 LF OF STREETS.
9) ALL UTLILITIES SHALL BE UNDERGROUND.
10) THERE SHALL BE A UTILITY EASEMENT 5 FEET ALONG THE FRONT
OF EACH LOT FOR CARTERET CRAVEN EMC.
1, STEVEN D. POWRS, C£RTFY 7HAT TW SURVEY CREATES A SUBD/MISAaN OIL LAND WITHIN ny
THE AREA OF CAR7ERET COUNTY IHfAGH HAS AN ORDINANCE THAT REGGCA7ES PARCELS OF LAND. t �R
I, STEVEN D. POWft CERWY 7MAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION, FROM AN ACTUAL SURVEY �J
MADE UAVER MY .S`4PfRV78IOV (DEED DESCRIP77ON RECORDED IN BOAS( ____,PAGE ----), THAT THE BOUNDARE'S
NOT SURYE7£D ARE CLEARL Y AAVACA TED AS DRAWN FROM INFORMATION FO WV IN BOOK __,PAGE
rhAT TW RAW OF PRECISA:W AS CALCLLATED /S I: _; THAT THIS PLAT WAS PREPARED IN
ACCORDANCE WTH', G.S. 47-30 AS AAN MXD. WITNESS MY ORIGINAL SIGNATURE, r ,
REGISTR4r 7W Nt*WR AAND SEAL THIS DAY OF ___—_-- AD., 19 ((�'��.�I
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57EVEN 0. PONERS L -2994 v
STATE OF AAL7R7H CARah%W �+
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REVILFW OFFICER AF R—_—___---_— COUNTY,
CER7FY TIGHT THE MAP OR PLAT TO NHACH Pa CERTAF7C417OW 6 ORWD MEETS ALL STATUTORY
A7F0"WSi1E'NT5 FOR RECORDING: 4
1
REVNEW A°77CER
DATE—._�
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TYPICAL STREET SECTION
Scale: 1 "= 20'
60'R/W
t 4 PER FT 12:1 4.1 4p
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S"CABC
1 1/2" 1-2 ASPHALT
TIE LINE
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AREA
BY DMD
6,005,076 SF+i-
137.86 AC+i-
IEFERENCES
08 829 PG 86
MB 29 PG 333
M8 29 PG 374
M8 29 PG 376
NCGS MONUMENT
CAR 81 - 1992
1�
Fill I No
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SEP Z 35 699
PRELIMINARY PLAT FOR
JARRETT -BAY
TD US TRIAL PARK SOUTH
COUNTY: CARTERET I STATE: NORTH CAROL 1 NA
)UP LLC, MASON COX AGENT DATE: 8i20i98 SCALE: 1* - 200'
STREET PROJECT: 98001 JOB: 98001
MOREHEAD CITY, NC 28557 TAX PARCEL 63990452 9248,5747: 532065
PHONE: [phone] FLOOD ZONE: ZONE A8 EL 8.0' 370043 0520 C 8/19/85
ATLANTIC COAST PROFESSIONAL SURVEYING, P.A.
OFFICE: 252-728-2202 PO BOX 261, HARKERS ISLAND NC 28531 FAX: [phone]

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