WDN Petty Creek Oversized Plans 2

VI+ INITY SKETCH
(N,lr TO SCALE)
LEGEND
EIP
EXISTING IRON PIPE
EIR
EXIS77NG IRON ROD
EPK
EXIS77NG PK NAIL
SIP
SET IRON PIPE
SPK
SET PK NAIL
NPS
NO POINT SET
R/W
RIGHT OF WAY
DUE
DRAINAGE/U77LITY tASEMENT
STATE OF NORTH CARQUNA
COUNTY OF PAMLICO
REFERENCES:
MB 9 PG 8
DB 203 PG 415
MB 8 PG 50
DB 199 PG 661
DB 433 PG 649
DB 198 PG 570
DB 266 PG 642
DB 189 PG 506
DMOM F, FLOWERS
08 433 PG 649
TAX ID: L062-18-11
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11 , REVIEW OFFICER OF PAMLICO COUNTY, kuyI, y
CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS I
AFFIXED TO MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING. i�w w w • N
REVIEW OFFICER DATE
STATE OF NORTH CAROUNA
COUNTY OF PAMLICO
FILED FOR REGISTRATION AT AM/PM O'CLOCK
THIS -DAY OF ®_ 2006,
PLAT CABINET ®-- , SLIDE
SUE t. WHITFORD
REGI TER OF DEEDS/ASSISTANT/DEPUTY
MOM C. LU'TON
DB 189 PG 506
TAX ID: L062-22
THIS CERTIFIES THAT nn COPY OF THIS PLAT ACCURATELY
DEPICTS THE BOUNDARI OF THE JURISDICTION OF SECTION
404 OF THE CLEAN WAit:R ACT AS DETERMINED BY THE
UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE
IN THE LAW OR OUR POIJUSHED REGULATIONS, THIS
DETERMINATION OF SECTION 404 JURISDICTION MAY BE
RELIED ON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM
THIS DATE. THIS DETERMINATION WAS MADE UTIUZING THE
1987 CORPS OF ENGINERRS WETLANDS DELINEATION MANUAL.
SCOTT JONES DATE
REGULATORY SPECIALIST
M
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1, KENDALL E. GASKINS CERTIFY THAT THIS SURVEY IS OF ANOTHER
tse�
CATEGORY, SUCH AS THE RECOMBINATION OF EXISTING PARCELS, A
�
COURT ORDERED SURVEY, OR OTHER EXCEPTION TO THE DEFINITION
OF A SUBDIVISION.
KENDALL E. GASKINS L 3824
�%
I, KENDALL E. GASKINS. CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM A SURVEY MADE UNDER MY SUPERVISION (DEED
DESCRIPTION RECORDED IN BOOK SEE , PAGE REFERENTS ); THAT THE
BOUNDARIES NOT SURVt'YED ARE CLEARLY INDICATED AS DRAWN FROM
INFORMATION FOUND IN BOOK - PAGE : THAT THE RATIO OF
PRECISION AS CALCULA tED IS 1:10,000+; THAT THIS PLAT WAS
PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED.
WITNESS MY ORIGINAL `aGNATURE, REGISTRATION NUMBER AND SEAL
THIS 7TH DAY OF JUNt, A.D., 2006.
KENDALL E. GASKINS L-3824
WETLANDS DELINEATION -
CLEAR WATER MARKETING
DESCRIPTION FOR THIS TRACT IS FOUND
IN DEED BOOK 433 PAGE 649
NO. 3 TOWNSHIP
PAMLICO COUNTY
NORTH CAROLINA
SURVEYED: SEPTEMBER 2005
SCALE 1 " = 100
Kendall E. Gaskins, PLS L-3824
PROFFISSIONAL LAND SURVEYING
8162 Main Street
Vanceboro, NC 28586
Phone: [phone]
Fax: [phone]
LINE TABLE
LINE
BEARING
LENGTH
L1
S06'27'16" W
17.65'
L2
S15'44'01'W
47.92'
L3
S86'07'15"W
59.07'
L4
S36'54'28"W
32.74'
L5
S41'58'58'E
17.84'
L6
S47'23'49"W
10.05'
L7
S54'27'31"W
71.38'
L8
S36'32'31"W
69.40'
L9
S36'32'31'W
19.67'
L10
N42'44'08"W
35.35'
L11
N67'52'13'W
132.29'
L.12
N67'52'13"W
77.19'
L13
S56'46'17'W
30.36'
L14
S14'52'01"E
28.49'
L15
S27'39'56"W
22.13'
L16
S75'41'46'W
44.18'
L17
N44'22'30"W
59.78'
L18
N27'73'57"W
83.27'
L19
N6430'33"W
112.43'
L20
N64'30'33"W
62.20'
L21
S84'57'32'W
47.89'
L22
N24'40'33"W
36.97'
L23
N18'17'45"E
26.92'
L24
N33'14'48'W
36.82'
L25
N62'35'54"E
84.04'
L26
N21'19'19"W
18.85'
L27
S8443'17"W
56.97'
L28
N54'42'20"W
30.53'
L29
N54'42'20"W
16.40'
L30
S63'33'28"W
62.66'
L31
N54'20'01"W
27.97'
L32
N3225'36'W
24.65'
L33
N68'38'11"W
34.69'
L34
N08'52'56"W
32.22'
L35
N58'46'08"E
118.46'
L36
N64'41'41"W
9.42'
L37
S84'29'26"W
76.47'
L38
N5255'51"W
101.03'
L39
N81'16'37"W
50.00'
L40
S17'29'45'W
26.63'
L41
N30'01'23"W
29.39'
L42
N15'57'11"E
50.90'
L43
N14'50'55"W
77,45'
L44
N08'10'26"E
14.43'
L45
N5837'37"E
25.19'
L46
N55'33'14'W
26.70'
L47
N35'44'35"W
104.83'
L48
N35'44'35'W
60.05'
L49
N5179'09"W
75.98'
L50
N21'14'11'W
20.49'
L51
N21'14'11"W
49.00'
L52
N2248'30"E
119.39'
L53
N16'05'30"E
77.26'
L54
N0246'12"W
76.52'
L55
N62'01'55"E
124.71'
L56
N16'39'35"E
3.80'
L57
N16'39'35'E
23.39'
L58
N05'39'23"E
71.60'
L59
N05'39'23"E
42.40'
L60
N04'41'55"W
58.97'
EDWARD P. CASIERI
DS 266 PG 642
TAX 10: L06-17
A-B
BEARING
LENGTH
S2731'14'E
34.62'
S13'37'56"W
27.75'
S08'46'19"E
25.91'
S3315'44"W
39.15'
S18'57'15'W
41.7r
S11'32'13"W
43.03'
S12'27'14"W
36.94'
S14.56'24"W
131.18'
S18'53'06"E
29.35'
S65'03'26"E
51.50'
N87'13'20'E
75.82'
N67'04'01"E
21.58'
N35'54'13"E
49.74'
N84'15'41 "E
21.94'
N53'40'31"E
33.95'
B-C
BEARING
LENGTH
S08'17'14"E
37.85'
N85'56'45"W
26.21'
S14'44'03"W
32.26'
S36'43'16"W
24.50'
S24'00'20"W
29.54'
S62'01'52"W
73.40'
S87-47.15"W
47.04'
S83'52'42"W
19.19,
N71°16'58"W
27.86'
S86'03100"W
25.42'
S02'30'49"W
52.38'
S06'56'59"E
52.60'
S28'04'09"E
48.27'
S85'59'1I"E
29.77'
S78'13'22"E
37.97'
S80'12'28"E
34.96'
S69'48'21 "E
43.23'
S68'55'O8"W
45.73'
N89'18'34"W
33.85'
N89'20'12"W
43.97'
S50°19'12'E
26.76'
S69'07'52"E
39.86'
S57'26'02"E
32.04'
N81'43'34"E
27.61'
S68'01'57"E
49.01'
S42'39'16"f
34.69'
S09'29'10"W
23.29'
C-D
BEARING
LENGTH
N55'54'48"W
52.52'
N86'06'22"W
71.71'
N76'58'10"W
53.98'
N69'44'08"W
28.87'
N44'38'48"W
26.37'
N47'41'01 "W
33.31'
N39'20'22"W
21.23'
N87i5'39"W
51.50'
S52'39'47"W
38.03'
S42'34'25'W
18.87'
S2620'32"E
28.97'
S38'45'54"E
36.34'
S24'58'03"E
21.50'
S15'05'00"W
35.68'
S26'52'41"E
48.29'
S57'11'28"W
27.55'
S52'53'36"W
35.88'
S26'27'12'W
32.80'
S67'33'58"W
34.93'
S36'49'53"W
33.65'
S07'23'14W
11.44'
S22'59'40"E
33.41'
S20'47'46"E
34,90'
N7r42'02'E
23.53'
N83'26'51 "E
34.79'
S89'29'04"E
40.46'
N67'29'00"E
62.33'
S85'1 3'32"E
10.93'
S03'18'25'E
17.54'
S57'56'33"W
78.12'
S54'56'38'W
33.64'
S17'25'33'E
92.31'
N80'35'22"E
42.22'
N77'25'22"E
49.26'
N86'46'46"E
42.1 r
N51'07'23" E
34.20'
S86'08'38"E
33.65'
N76'16'23"E
19.72'
N74'46'46"E
40.29'
N87'58'33'E
14.16'
E-F
BEARING
S26'03'28"W
LENGTH
4&45'
S2911'14"E
24.61'
S60'O2'10'E
17.72'
N70'48'58"E
13.28'
N45'55'46"E
13.82'
N86'03'25'E
18.95'
S67'49'29"E
25.02'
S13'57'38"E
21.31'
S48'38'04"W
38.00'
S43'34'54"W
34.39'
S45'15'23"E
S05'09'45"W
31.46'
19.16,
920'07'01 "W
S02'17'21"E
17.39'
25.94'
S46'23'371
30.85'
S72'23'15"E
38.26'
S84'08'16"E
31.11'
S35'49'12"E
20.74'
S42'43'47"E
13.41,
N41'34'14'E
22.87'
N43'57'43"E
34,81'
N66'44`37"E
66.18'
N88'41'50"E
20.28'
S33'58'07'E
1 11,07'
F-G
BEARING
LENGTH
S54'50'O6"W
31.53'
S41'54'48"W
21.76'
S25'16'53"E
16.89'
S31'43'19'W
69.46'
S27'46'09"E
64.85'
S43'55'05"E
34.82'
S23'09'31 "W
32.33'
S13'38'11"E
38.78,
134'3V47"E
29.50'
S77'55'13"E
34.74'
N43'47'18'E
43.40'
S66'35'29"E
52.26'
1-J
BEARING LENGTH
S78'37'39"E 34.26'
S83'01'09"E
46.43'
S27'13'00"E
37.40'
S27'10'06"E
S23'53'40'W
25.32'
32.60'
S88'24'53"W
29.50'
S029 6'08"E
0.64'
12.99'
S64'38'25"E
S23'24'25'E
38.57'
S05'39'07"W
N80'53'40'W
45.10'
23.45'
N80'24'09"W
29.08'
S09'0129"E
59.93'
4 9
150. W
J-!
BEARING
LENGTH
N1 '11"W
85.97'
NO i7'14"W
351.45'
N 9'01'47"W
16.07°
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A`0
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ERVAN P. CAIM
DB 266 PG 642
TAX 10: L06-17
w w w \ \
NPS
w w w w w w w y w w
w w W w w w W W w
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�a• w w w w � w w w
Ai5 w y w w W
W w w w W w W w � \ / 7' w w d•
w w w w W w W w
Es
b •�w
8 MAR
f� p/ 1, p/ iV AR 7 2008 ` w w w w w f� w� YPS
kviult-i du %sty D-01vi
100 50 0 100 200
SCALE: 1 = 100'
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NPS
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12
PAMUCO
M COUNTY
BAYBORO
i
'9y 1226 225 F
1227
G
0
C
a
0
m
11
1224
BAY RIVER
N
Cq
PETTY CREEK PROERTIES, LLC
DB 433 PG 649
MAP BOOK 9 PAGE 8
f Z
FES ®� {
INV. 1.25 ® ??
j
PROPOSED WASTE WATER �.®
TREATMENT FACILITY of
m
FIE
U
3.69 Lj.I �
1 z/
76 LF 18' RCP -1W
® 0.5% Lj j
12
12
11
6" PVC
WATER MAIN
DB 189 PG 506
MAP NO. L062-22
10
E
0
6'®0"
M >M
2X6 DECKING, TYP
�(DECKING TO BE
NAILED DOWN WITH
RING SHANK NAILS
PILINGS MIN. 8
BUTT X 16'
TREATED 2.5 C
NORMAL WATER LE`
SECTION 'A —A"
1 /2"=1'—O"
Q'-n" tTVD 1
0
E
SECTION '8—B'
1 /2"=1'-O"
u,v 7 A4
6 1 5 1 4 1 3 1 2
)LTS, TYP.
EDWARD P. CASIERI
DB 266 PG 642 —
MAP NO. L062-17
100 50 0 100'
1" =100'-0"
THIS DRA
7 6 5
-a9
-341
NOTE:
ALL SHOTS ARE FROM
NCRMAL WATER LEVEL
-4.0 150'-O"
0 15' 8" - 10" PILING
0 �
CO O O (TYP.)
3' o ° 0 5 l�1 `s ) I
0 10'°° o
°o ® CORNER PILINGS TO
10, FNNGER PIER HAVE REFLECTIVE TAPE
®0'--4.0O1O' ® -o n ®
PIER DETAIL
NTS
00 0
0)
�w
z
PROPERTY/WATER
LINE
1
MARSH LINE, TYP.
75' CAMA LINE - AREA OF CONCERN, TYP.
NORMAL WATER LINE, TYP.
t3
RIPARIAN ZONE 1C7 A ® V E R
(30'
AC. RIPARIAN
49 AC r ZONE 2
TOTAL 0.80 AC. (20')
PLANDS 0.45 AC. l
1 \\ ZIPAR A ' � NOTE:
� - NEW LOCATION FOR PROPOSED 10-SLIP BOAT DOCK AND
/ ` PIER. RE141SED CAMA MAJOR IS REQUIRED PRIOR TO
RIPARIAN 1N \ ®CORRIDOR CONSTRUCTION.
t
15' SETBACK
NEW
(SEE PIER DETAIL
?THIS SHT.)
4 .1 °� • NEW PIER AND MBAR
�oo� 10—SLIP DOCK
�?ko
L'J
K
0
G
F
C
C
C�
` Owner Develo er:
NOTE: Clear Water Marketing
1460 SQ. FL USED OF THE c/o Ross Beebe
POSSIBLE 1480 SQ. FT. 309 Middle St. Suite 3 A
FROM THE EXISTING LOTS New Bern, NC 28560
(FOR TEE & FINGER PIERS) Phone: [phone]
Fax: [phone]
Y USE, REUSE, REPRODUCTION, SPLAY OR SALE OF THIS DRAWING VATHOUT KsilTTEN CONSEN OF THE EAST GROUP, P.A. S STRICTLY PROHIBITED. 9 COP THE EAST GROUP, P.A. 2006
4 3 2 1
SEAL
SEAL
C_\o
ot
SITE LEGEND
-! FLARED END SECTION
STORM DRAIN
X SILT FENCE
pM PRESSURE MAIN
--� }® WATER MAIN
CAMA LINE
50' RIPARIAN BUFFER
WETLANDS LINE
�- — — — — MARSH LINE
TYPICAL LOT SETBACKS:
FRONT: 50'
SIDE: 10'
B
01/23/08
REVISED PER NCDENR COMMENTS
EHA
A
01 /08/08
ISSUE FOR PERMITTING
EHA
EV
REVNo,.
DATE
REVISIONS
BY
THE
EAST
GROUP, P.A.
■Engineering ■Architecture■ Surveying ■Technology
Box 7305. 324 S. Evons St, Greenville, NC 27834 252-758-3746, 252-830-3954 (Fax)
PROJECT TITLE
BAY HARBOR SUBDIVISION
Pamlico County, NC
DRAWING TITLE
CAMA PERMIT
PIER DETAILS
SCALE
DEPARTMENT
AS NOTED
CIVIL
DRAWN BY
DATE STARTED
SHEET No.
EHA
1 /31 /06
1 OF 1
CHECKED
DRAWING NO.
co
APPROVED
PROJECT NO.
20050328