20181108 Ver 5_Design/Maps/Site Plans Revised_20230817

TRACT "A"
2.454 ACRES
BY COORDINATES
EXCLUDING RD. R/W
N/F
TJ'S LAND DEVELOPMENT, LLC
D.B. 2067, PG. 710
P.C. D, SLIDE 281
GPIN NO. 7615-09-9675
TRACT "B"
0.369 ACRE
BY COORDINATES
EXCLUDING RD. R/W
N/F
TJ'S LAND DEVELOPMENT, LLC
D.B. 2086, PG. 609
P.C. D, SLIDE 281
GRAVEL WORK AREA
TRACT "C"
N/F
TXS LAND DEVELOPMENT, LLC
D.B. 1920, PG. 001
P.C. I, SLIDE 60-9
TRACT 4
GPIN NO. 7615-09-3775
GRAVEL WORK AREA
0 Z
o D
B
I
�. CA
0- Z N
O
0
0 o m
1 m
O
o O =
N
cD = o
00
0 o0
0° o
0O
S 84'59 30" E
N 68.39 ,08 E 9.06
20. gg
z�
TRACT "C"
1.294 ACRES
BY COORDINATES
EXCLUDING RD. R/W
N/F
TJ'S LAND DEVELOPMENT, LLC
D.B. 2086, PG. 609
P.C. D, SLIDE 281
TOTAL TRACT AREA
4.117 ACRES
BY COORDINATES
EXCLUDING RD. R/W
NORMAL WATER LEVEL (NWL) +0.94'
VERIFIED ON 3/20/2022 AND WAS
OPUS DERIVED REFERENCED NAVD88.
S 68•v C1 �, `� i
38 10 F
s33 �S
TRAVEL L!FT BAY
/ x
x
V
REMAINS OF OLD HEADWALL
SEE 1988 SURVEY
P.C. D, SLIDE 281
m MINOR=
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L�1546 ;
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I, NORWOOD MARTIN MAYO, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY PERFORMED UNDER MY SUPERVISION
DEED DESCRIPTION RECORDED IN DEED BOOK 2067, PAGE 710 AND
D.B.2086, PG. 609; BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS
DRAWN FROM INFORMATION FOUND IN PLAT CABINET D, SLIDE 281 AND THAT
THE RATIO OF PRECISION AS CALCULATED IS 1:10,000; THAT THE GLOBAL
POSITIONING SYSTEM (GPS) OBSERVATIONS WERE PERFORMED TO THE
STANDARDS PART 2: STANDARDS FOR GEODETIC NETWORKS AT THE 2CM
ACCURACY CLASSIFICATION (95% CONFIDENCE) USING REAL TIME KINEMATICS,
OPUS, AND TRADITIONAL REVERSE; AND THAT THIS MAP MEETS THE
REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN
NORTH CAROLINA (21 NCAC 56. 1600). THIS 9 DAY OF NOVEMBER, 2021
NORWOOD MARTIN MAYO, PLS
REGISTRATION NO.: L-1546
PRELIMINARY PLAT
NOT FOR RECORDATION, CONVEYANCES,
SALES OR FINAL DESIGN.
THIS DRAWING IS AN ELECTRONIC FILE
FOR VIEWING ONLY.
SHORELINE PLOTTED FROM
ti AERIAL TO
\g�� 1C310yw
ORIGINAL 003-1964 LINE
\NE C» � tiw
Ov�PGx X x
Mg• > s -1 - GO 24 w
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6), x ® /�; :�YPM 4
x x �" �o ,! , (PRE P�M �% X /� 20 �/50�
C�s) x �'y � 1�1 0 E OG� \ 20
402 x X x 6N E GNF" 1 �% \\ i PROPpSED
x >, P ti �\ \ \ /. 40' X BULDING \ \ _ > m
PROPOS \ � �T " » NE _���.� L _ \ - � \ - - 75' AEC
_ A w 5 II ED BULKHEAD �. ZONE 20 TAR-PAM _ PROPps 7 AEC _ �.�,1 \ z 3
v a x P F DOCK A 2 BUFFER ...; , _ 1249 9 Eg GRAVES C -A
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x xc-3j . 1 e �� _ NOTE 2-• _ - \�1 5p TAR -PA
N a (-s x l�s (- t` Ci O �. T E-� I ZONE 1 30' �"�` _ ZONE M SETBACK
� ) ) x x x x " x - _�� h TAR_
3 O (-s x x .( j x x x x x x x' x L9 © OC C ``� i71ED SIDEpOCKAM BUFFER 1 / ,.� �_20' TAR-P c�
s) (-s x x x (-4s, x - ,. - _ _ - - - L F \� \ _ _ AM B F _ W O ¢� C� h �'� C11 >-
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4) --- ljo1 L CA A T c D S� DEEUN`��/Q ca
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SEE MA - BOUNDARY ) (�4. X X X x (-4) X 2 Q
P BOOK -- LINE �) x (,' x x x(-4) X X 0 =. k / 6' Q U
21, PAGE j' x x 4.>) x(-4.5 x x X >(-4)X L5 tl SIAjT
O 4A ----x_ x x x) x (_52 X x x x(-4) x x a 3 ED WqL AY
5.4) -x _ x ) (-QS X X X X( 4)4 x WA W Z
2 HAUL- - - _ - ) C�s. i X x X x('4.2). x x ^ / O
O AREA pUT - - ) (-5.3 x X x x(-4.2) X p /�V Q
TRACT :__ ) x(-- x x X r Z �>N aw9_, Q t. 3
"» ; ; C J.
x x X n--__ X x )x x x > co S 2 xo
i Wl�� Y.04`,5 A B 3.9) x X X X X -X--�_ X (;4.5) x Q
D.B. AX3pN S x(-3) x x X--�X
MAP BOOK 63' PGM68, JR. i /1 N N S 77`21 �8 E x(-3x x X x X )x x �ti to
j/
P.0 21, P 3 _
4 01S 7j4p'29" ; cP1N NoJ'�6SLIDE
5 oss gAGE 94A �' O 30, TA ONE 1 15. ,� L1 ��� (0 W � we-6
E R
100
39' S� 465 �� ® rn AM BUFFE /i� Cl) O v �n
7 Kam) rn O ? Q WA -
AS �Y
E�' �° HicH 7.47'1p» E �a o W O 1546 SQ O ��o
PgNTE 8.97' Y�^ _1,SB� F? ZONEzi
O / / •Q x
GO STREET z r H� 7j•40 35» E � mci z 17 6• ARP 2 W ��
30' 100 53' 1 50 119g 3 Q a3 ^v oRr o / /� o We s
-CONTROL 6594 9.966 FT. % R/W S 77.5 S 49 7 30' TAR -RAM/ 49
E= 2710528.573 FT. 78 '"> BUF
523FER a
8,. H 1 " OD Q0�
h
S ! Q 3
J � 77•2845'. E 112.00' Z !l S W8-4 o fOD
PRELIMINARY PLAT
NOT FOR RECORDATION, CONVEYANCES,
SALES OR FINAL DOION.
THIS DRAWING IS AH ELECTRONIC FILE
FOR VIEWING ONLY.
SITE TOPOGRAPHY SURVEY BY:
GSC SURVEYING
4072 BARRETT DRIVE
RALEIGH, NC 27609
PHONE: [phone]
:GIsaxel111049mom CGI�
THE GRID TIE WAS DETERMINED FROM
ACTUAL GNSS SURVEY TIE AND THE
FOLLOWING INFORMATION WAS USED
TO PERFORM THE SURVEY:
CLASS OF SURVEY: A
POSITION ACCURACY: 0.07'
TYPE OF GPS: NC RTN
DATE OF SURVEY: 3-1-2022
DATUM: NAD83/2011
GEOID MODEL USED: NGS2012B
UNITS: US SURVEY FEET
r\ �
TRACT "A"
EXISTING TOP OF BANK
'A' TO "B"
Course
Bearing
Distance
L1
S
78'39 11
E
14.59
L2
N
53.19 53
E
15.61
L3
N
10.22 55
E
43.39
L4
N
51.36 38
W
18.12
L5
N
76.15 42
W
99.71
L6
N
82.50 23
W
41.94
L7
N
72.50 31
W
1 1 1.49
L8
N
81.08 35
W
81.30
L9
N
84.47 21
W
24.09
L10
N
74.06 45
W
61.94
L11
N
81.4017
W
17.14
L12
N
81.57 36
W
29.07
L13
71
56
W
21.25
L14
N
54.08 22
E
100.64
TRACT "B"
EXISTING TOP OF BANK
"D" TO 'E"
Course
Bearing
Distance
L29
S 88.38 20 E
26.21
L30
N 65.13 29 E
19.58
CONTROL POINT "B"
N= 659338.592 FT.
E= 271 1057.378 FT.
TRACT "A"
EXISTING TOP OF BANK
"B' TO "C" TO -D-
Course
Bearing
Distance
L15
N
58.11 17
E
32.24
L16
N
66.29 50
E
69.83
L17
N
68.52 47
73.28
L18
N
89.0617"
1 14.32
L19
S
32'44 07
E
1 1.17
L20
N
79.33 45
E
8.65
L21
N
20.06 45
E
26.46
L22
N
70.13 20
E
66.02
L23
S
70.34 33
E
47.07
L24
S
68.28 29
E
60.37
L25
S
70.12 02
E
58.05
L26
S
57'27 00
E
23.46
L27
N
62.51 01
E
18.44
L28
S
55.25 37
E
4477.
C P "A" TO C _ P _ "R"
Bearing
Distance
S 79.08 52 E
538A
N .
44 56 12'03" W
TOP OF PROPOSED PILE CAP
AT ELEVATION 3.60' NAVD88.
z.s. HD Qs
N 78.12'p31, W -
127. 60'
S4RGENT 1 N/F
D.B NV-ESIINENT
/j N 7g� qn , „ GP1N NO 20615 PG 9GROUP LLC
co
ORIGINAL SITE
2.454 ACRES
(106,896.2 SQ. FT.)
nl n IMPFRVInwI ARFA.`�
CONDITIONS
AREA
COMPACTED SOIL
50,043 SO. FT.
PER CENT OLD IMPERVIOUS AREA: 46.8 %
DRAWN FROM AERIAL PHOTO
NEW IMPERVIOUS AREAS
IMPROVEMENT
AREA
PROPOSED BUILDING
9,600
SQ.
FT.
NEW GRAVEL DR.
12,499
SQ.
FT.
NEW FUEL TANKS
300
SQ.
FT.
TOTAL
22,399
SQ.
FT.
PER CENT NEW IMPERVIOUS AREA: 15.7 %
J
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i
Q
k
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NOTES:
1. THIS PROPERTY LIES IN A (ZONE AE) FLOOD RISK AS SHOWN
ON THE FLOOD INSURANCE RATE MAP OF BEAUFORT COUNTY 3720565
400 K, DATE JUNE 19, 2020. BASE FLOOD ELEVATION 5 FT.
2. SEE MODIFICATION OF MAJOR PERMIT NO. 115-18 ISSUED TO TJ'S LAND
DEVELOPMENT, LLC AND SETTLEMENT AGREEMENT DATED MARCH 11, 2021.
NOTE PARAGRAPH 19 FOR LEASE AGREEMENT.
3. OLD SHORE LINES WERE PLOTTED USING PHOTOS FROM THE LOCAL OFFICE
OF THE USDA AND HISTORICAL AERIAL VIEWS.
MAJOR CAMA PERMIT 115-18 ISSUED
OCTOBER 5, 2018 AUTHORIZED
MAINTENANCE EXCAVATION TO -6' BELOW NWL
ll--�- MAJOR CAMA PERMIT 35-22 ISSUED
TO SARGENT APRIL 2022 AUTHORIZED
MAINTENANCE EXCAVATION TO -5' BELOW NWL
SEE NOTE 3 3
GINAL SHORE LINE
2E LINE 3-27-1970
SEE NOTE 3
Tar -Pam Riparian Buffer Quantitative Data
BOAT HARBOR CANAL
PRE -CONSTRUCTION
ZONE 1 IMP -ZONE 1
16,933 SQ. FT. 11,788 SQ. FT.
ZONE 2 ZONE 2
11,338 SQ. FT. 8,886 SQ. FT.
Total: 28,271 S . Ft. otal: 20,674 S . Ft.
BAKER' S CANAL
PRE -CONSTRUCTION
ZONE 1 IMP -ZONE 1
11,442 SQ. FT. 380 SQ. FT.
ZONE 2 ZONE 2
6,215 SQ. FT. 2,828 SQ. FT.
Total: 17,657 S . Ft. Total: 3,208 S Ft.
UPLAND EXCAVATION 0
TRACT "C"
5,271 SQ. FT.
AVERAGE EXCAVATION DEPTH: 10'
1,952 CU. YDS.
TOTAL SITE AREA = 4.1.17 ACRES
(179,226.5 SQ. FT.)
UPLAND EXCAVATION SITE "A"
31,064.9 SQ. FT.
UPLAND EXCAVATION SITE "C"
5,271 SQ. FT.
NEW SITE AREA
142,890.6 SQ. FT.
BOAT HARBOR CANAL
POST -CONSTRUCTION
ZONE 1 IMP -ZONE 1
16,135 SQ. FT. 15,246 SQ. FT.
ZONE 2 ZONE 2
8,516 SQ. FT. 1,480 SQ. FT.
IT
otal: 24,651 S Ft. otal: 16,726 S Ft.
BAKER'S
CANAL
POST -CONSTRUCTION
ZONE 1
IMP -ZONE 1
10,097 SQ. FT.
3,753 SQ. FT.
ZONE 2
ZONE 2
5,413 SQ. FT.
2,656 SQ. FT.
otal: 15,519 S Ft.
Total: 6,409 S . Ft.
SUBSURFACE EXCAVATION
"BOAT HARBOR CANAL"
18,314 SQ. FT.
AVERAGE EXCAVATION DEPTH: 1.5'
1,017 CU. YDS.
EXCAVATE TO -5' NWL
"BAKER'S CREEK"
24,144 SQ. FT.
AVERAGE EXCAVATION DEPTH: 2.0'
1,566 CU. YDS.
EXCAVATE TO -6' NWL
UPLAND EXCAVATION
"BOAT HARBOR CANAL"
10,056 SQ. FT.
AVERAGE EXCAVATION DEPTH: 8'
2,980 CU. YDS.
"BAKER'S CREEK"
24,144 SQ. FT.
AVERAGE EXCAVATION DEPTH: 8.0'
2,641 CU. YDS.
EXCAVATE TO -6' NWL
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ry
I NORWOOD MARTIN MAYO, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL GPS SURVEY MADE UNDER MY SUPERVISION AND
THE FOLLOWING INFORMATION WAS USED TO PERFORM THE SURVEY:
1. CLASS OF SURVEY: C
2. POSITIONAL ACCURACY: 2CM
3. TYPE OF GPS FIELD PROCEDURE: RTK, OPUS AND TRADITIONAL TRAVERSE.
4. DATES OF SURVEY: 1 1-09-2021 & 1 1-30-2021.
5. DATUM/EPOCH: NAD-83(201 1)(EPOCH:2010.0000)
6. PUBLISHED/FIXED-CONTROL USE: OPUS
7. GEOID MODEL: GEOID18
8. COMBINED GRID FACTOR(S): 0.99989081
9. UNITS: US SURVEY FEET
NORWOOD MARTIN MAYO, PLS
REGISTRATION NO.: L-1546
THE STATE PLANE COORDINATES (SPC) FOR THIS PROJECT WERE PRODUCED WITH
STATIC GPS OBSERVATIONS AND PROCESSED WITH ON LINE POSITIONING USER
SERVICE (OPUS). THE NETWORK POSITIONAL ACCURACY OF THE OPUS DERIVED
POSITIONAL INFORMATION IS 0.020M.
THE FOLLOWING CORS WERE USED BY OPUS
PID DESIGNATION
DN8741 NCWM WILLIAMSTON 2 CORS ARP
DL3071 NCCI CEDAR ISLAND CORS ARP
DQ9090 NCSO NCSO SWANQUARTER2 CORS ARP
HORIZONTAL POSITIONS ARE REFERENCED TO NAD-83(201 1)(EPOCH:2010.0000)
VERTICAL POSITIONS ARE REFERENCED TO NAVD88 USING (GEOIDI8)
COMBINED FACTOR 0.99989081.
!
EXISTING IRON PIPE
O
EXISTING IRON PIPE 1.5" BROKEN OFF
0.5' BELOW GROUND. SET 5/8" REBAR
INSIDE OF PIPE.
EXISTING 1 " REBAR 6" HIGH
■
EXISTING 1.5" "H" POST
A
EXISTING MAG NAIL
0
EXISTING SEWER MANHOLE
®
NO POINT SET
IR
SET 3/4" REBAR (1' HIGH)
0
SET MAG NAIL ON HEADWALL
SET 1.25" IRON PIPE
HW
OLD HEADWALL;
C.P.
CONTROL POINT
EE)
UTILITY STATION @ 30' INTERVAL
PRELIMINARY PLAT PROPOSED BUILDING
NOT FOR RECORDATION. OOIIW N Me
SALES CR FINAL DESIN.
THIS DRAWING IS AN ELECTRONIC FILE
FM VIEWING ONLY.
UPLAND EXCAVATION
SUBSURFACE EXCAVATION
ORIGINAL IMPERVIOUS AREA
(E UTILITY STATION @ 30' INTERVAL
(-2) WATER DEPTHS SUPPLIED BY OWNER
FOR BOAT HARBOR CANAL
PBH PROPOSED BULKHEAD
Al MAP REVISION
NWL NORMAL WATER LEVEL +0.94' NAVD88
\111/ WETLANDS
® SLIP NUMBERS
24"X36"
PRINT: 1 "= 50'
TEXT: 1 "= 40'
0 50 100 150 2021-122.CRD
SHEET 2 2021-126GRID-MPOLDSHORELINEREVISED-6-05-2023.DWGA