8-96 MM 12/1998 Jarrett Bay Group LLC Oversized Plans

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CURVE DATA
CURVE
RADIUS
TANGENT
LENGTH
DELTA
DEGREE
CHORD
CH.BEARING
C-1
340.00'
87.04'
170.41'
28°43'04"
16051'06"
168.64'
S 35057'48"E
C-2
280.00'
37.09'
73.75'
15°05'29"
20°27'46"
73.54'
S 42°48'35"E
C-3
20.00,
8.28'
15.7V
45000'00"
286028'44"
15.31'
N 68059'47"W
C-4
75.00'
149.14'
165.73'
126036' 17"
76023'40"
134.01'
S 86038'22"W
C-5
340.00'
40,51'
80.63'
13035'17"
16051'06"
80.44'
S 14°48'37"E
S 67011'45"E
2387.05'
1, STEVEN D. POWERS, CERTIFY THAT THIS PLAT WAS DRAWN L#AVR MY SUPERKSAON6 FRCW AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IV BOOKaWPAGE THAT 7W 90UNDARk-S
NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM /A 0ftM T7gV FOUAD bV BOOA' Ao,PAGE _IV
THAT 7H£ RATIO OF PRECISION AS CAL CLLATFD IS I.1 00AQ�of 7H4T THIS PLAT WA5 PREPARED N
ACCORDANCE Y17H G. AMENDED. WITNESS MY OA`CmW SNGNATURf
REGISTRATI NU A S THIS _� DAY OF
S D. POWER -2994
TIE LINE
LEUND
AC - ACRES
ECM - EXISTING CONCRETE MONUMENT
EA - EXISTING IRON AXLE
EIP - EXISTING IRON PIPE
EPK - EXISTING PK NAL
Nif - NOW OR FORMERLY
POB - PONT OF BEGINNING
SF - SQUARE FEET
R/W - RIGHT OF WAY
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CAR 81 — 1992
REFERENCES
DB 829 PC 86
MB 29 PC 333
AREA
BY DJID
JARRETT BAY CROUP LLC - 27.67 AC+/-
1,205,238 SF+/-
NOTES:
1) PROPOSED HIGH GROUND EXPANSION IS A DESIGN BASED ON NCDEHNR,
NORTH CA.ROLINA 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) ONE CENTRAL ENTRANCE. S E P 0 3 1998
2) NEW IMPERVIOUS SURFACE TOTALS: A) PARKING--10,602 SF+/-
B) BUILDING - 2,800 SF+/-
C) DECK --- 16;5.§1 SF+/ -
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M8 29 PG 374
`-8 66.80'
S 88-W,19"W
SECTION A — A' '
Scale: 1 "= 20'
110 FEET IN LENGTH 6.0'MSL
MEAN SEA LEVEL PROPOSED EXCAVATION = 751 CY
----------------------- - - - --- W
I J
PROPOSED EXCAVATION = 956 CY i� a
00
UNDISTURBED BOTTOM V)
NEW BOTTOM SLOPES FROM 7' TO 8.25' AT MOUTH OF LIFT BAY,
AND CONTINUES TO 12' BELOW MEAN SEA LEVEL AT MOUTH OF BASIN z /
SECTION B — B'
Scale: 1 "= 20'
PROPOSED EXPANSION
EXISTING BASIN .0 1 10' v
EXISTING GRADE I TRAVEL LIFT BAY
— —-.._
PROPOSED GRADE
PROFILE OF BASIN AND PROPOSED TRAVEL LIFT BAY
Scale: 1 "= 50'
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DONIPHAW
DO 775 PG 9.3
WHITE WATER
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M8 29 PG 374
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HIC SCALE - FEET
1, STEVEN D. POWERS, CERTIFY THAT THIS SURVEY IS OF AN EXISTIM; PARCEL OF LAAID
CURVE
RADIUS
TANGENT
LENGTH
DELTA
DECREE
CHORD
CH -BEARING
C-1
340.00'
87.04'
170.41'
28043'04"
16051'06"
168.64'
S 35057'48"E
C-2
280.00'
37.09'
73.75'
15°05'29"
20027'46"
73,54'
S 42046'35"E
C-3
20.00'
6.28'
15.71'
45000'00"
286028'44"
15.31'
N 68°59'47"W
C-4
75.00'
149.14'
165.73'
126036' 17"
76°23'40"
134.01'
S 86038'22" W
C-5
340.00'
40.51'
80.63'
13035' 17"
16051'06"
80.44'
S 14048'37"E
S 87111'45"E
2387.05'
1, STEVEN D. POWERS, CERTFY THAT THIS PLAT WAS DRAWN UNDER MY SwERV7SI0V, FRAM AN ACT(,& SURVEY
MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN BOOK&VallypA r(r),- THAT TW RO(AVARES
NOT SURVEYED ARE CLEARL Y INDICATED AS DRAWN FROM 1 ORMATION F(h4W pV BOAK kml prGE'ffj
THAT THE RATIO OF PRECISION AS CALCULATED IS 1.100,g THAT TH/S PLAT WAS PREPARED NV
ACCORDANCE )"TV G. AMENDED. WITNESS MY ORIGINAL SIGNA?LW
REGISTRA7/ NUM A S THIS _� DAY OF � ,A.D- I9 -
S D. POWER -2994
NCGS MONUMENT
CAR 81 - 1992
LEGEND
AC - ACRES
ECM - EXISTING CONCRETE MONUMENT
ElA - EXISTING IRON AXLE
EIP - EXISTING IRON PIPE
EPK - EXISTING PK MAL
N/F - NOW OR FORMERLY
POB - POINT OF BEGINNING
SF - SOUARE FEET
R/W - RIGHT OF WAY
n ry ry ry 7-1 ry i rr" cv
YB 29 PC 333
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JARRETT BAY GROUP LLC - 27.67 AC+/-
1,205,238 SF+/-
ikrmm"ci_
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. SEP 0 3 7998
D) ONE CENTRAL ENTRANCE.
2) NEW IMPERVIOUS SURFACE TOTALS: A) PARKING--10,602 SF+/-
B) BUILDING - 2,800 SF+/-
C) DECK --- SF+/-

6— DECKING, 8 FEET AIDE
STRINGERS
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BASIN
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EXTENT OF GRAVEL SURFACE
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UNDISTURBED BOTTOM w
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SECTION A - At
TEMPORARY EARTHEN PLUG TO REMAIN IN ORDER TO
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ROUND CORNERS
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EXISTING ABC STONE SURFACE
110 FEET IN LENGTH 6.0'MSL
MEAN SEA LEVEL PROPOSED EXCAVATION = 751 CY i°
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In PROPOSED EXCAVATION = 956 CY ^ a
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UNDISTUF?SED BOTTOM \\N v=
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AND CONTINUES TO 12' BELOW MEAN SEA LEVEL AT YOUTH OF BASIN
.S' F, C. TION B - B'
Scale: 1"= 20'
PROPOSED EXPANSION
EXISTING BASIN 110'
EXISTING GRADE TRAVEL LIFT BAY
-- PROPOSED GRACE
PROFILE OF BA SIN AND PROPOSED TRAVEL LIFT BAY
Scale: 1 "= 50'
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576 PG 71
WHITE WATER
DEVELOPMENT GROUP LLC
MB 29 PG 374
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200 0 200 400 600
GRAPHIC SCALE — FEET
1, STEVEN D. POWERS CERTIFY THAT THIS SURVEY IS (K AN EXISTING PARCEL L>E LAA19
CURVE DATA
CURVE
RADIUS
TANGENT
LENGTH
DELTA
DEGREE
CHORD
CH -BEARING
C-1
340.00'
87.04'
170,41'
28043'04"
16°51'06"
168.64'
S 35°57'48"E
C-2
280.00'
37.09'
73.75'
15005'29"
20'27'46"
73.54'
S 42°46'35"E
C-3
20.00'
8.28'
15.71'
45000'00"
286°28'44"
15.31'
N 68°59'47"W
C-4
75.00'
149.14'
165.73'
126°36' 17"
76023'40"
134.01'
S 86038'22"W
C-5
340.00'
40.51'
80,63'
13035' 17"
16051'06"
80.44'
S 14'48'37"E
S 87011'45"E
2387.05'
I, STEVEN D. POWERS, CERTIFY THAT THIS PLAT WAS DRAWN La"R MY SUPERVISION, FROW AN AC7U* SURVEY
MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORD#D * 90C "gpAGE TPNT THE BOi1lADARES
NOT SURVEYED ARE CL£ARL Y INDICATED AS DRAWN FROM mwON91MAT,1py FouW IN BOO+ .PAGE 3.
THAT THE RATIO OF PRECISION AS CALCLLATED IS /.j00Wr THAT TN/S PLAT WAS PwPARED IN
ACCORDANCE V17H G. . AMENDED. WITNESS MY CWI64 & SA;NATVRE
REGISIRA T NUM A S THIS -_� DAY OF
S GiW D. POWER -2994
AC - ACRES
ECM -- EXISTING CONCRETE MONUMENT
EIA - EXISTING IRON AXLE
UP - EXISTING IRON PIPE
EPK - EXISTNIG PK NAL
N/F - NOW OR FORMERLY
P013 - POINT OF BEGINNING
SF - SOUARE FEET
R/W - RIGHT OF WAY
TIE LINE NCCS MONUMENT
CAR 81 - 1992
T1 Tv7-1"Tf 7-71T/ti"ev
MB 29 PG 333
AREA
BY DAID
JARRETT BAY GROUT' LLC — 27.67 AC+/-
1,205,238 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) ONE CENTRAL ENTRANCE. SEP 0 3 199$
2) NEW IMPERVIOUS SURFACE TOTALS: A) PARKING--10,602 SF+/—
B) BUILDING — 2,800 SF+/—
C) DECK --- NOMf SF+/—
�QI'agg'