20181108 Ver 3_2021-126 FINAL_20221012

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 "R"
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
olopJ pauigwo3
O
(.0
CO
(.0
0
00
HflJON ONO ON
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
GRAVEL WORK AREA
TRACT "C"
N/F
TJ'S LAND DEVELOPMENT, LLC
D.B. 1920, PG. 001
P.C. I, SLIDE 60-9
TRACT 4
GPIN NO. 7615-09-3775
GRAVEL WORK AREA
(0000'0 L OZ:HOOdJ)( I. L OZ)£8—avN
S 84.59,30" f
9.06'
O
ct
Z-
20•993908"
CONTROL POINT "A"
N= 659439.966 FT.
E= 2710528.573 FT.
SITE TOPOGRAPHY SURVEY BY:
GSC SURVEYING
4072 BARRETT DRIVE
RALEIGH, NC 27609
PHONE: [phone]
GPS CERTIFICATION:
THE GRID TIE WAS DETERMINED FROM
ACTUAL GNSS SURVEY TIE AND THE
FOLL;OWINMG INFORMATION WAS USED
TO PERFORM THE SURVEY:
CLASS OF SURVEY: A
POSISTION ACCURCAY: 0.07'
TYPE OF GPS: NC RTN
DATE OF SURVEY: 3-1-2022
DATUM: NAD83/2011
GEOID MODEL USED: NGS2012B
UNITS: US SURVEY FEET
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
111.49'
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 81'40'17" W
17.14'
L12
N 81'57'36" W
29.07'
L13
N 18'12'56" W
21.25'
L14
N 54'08'22" E
100.64'
x
x x
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X X X X
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X X X X x
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X X X X X X X
X X X X X X
X X X X X X
X X X X X X
X X X X` ,
X X X X
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x x
x x
x x
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REMAINS OF OLD HEADWALL
P.C. D, SLIDE 281
(-4) BATTAL - (-5)
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PROPpS fD BU 1HEAD 20' T R
TRACT "A"
EXISTING TOP OF BANK
"B" TO "C" TO "D"
to •
SEE NOTE 2
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6-5.1)
Course
Bearing
Distance
L15
N 58'11'17" E
32.24'
L16
N 66'29'50" E
69.83'
L17
N 68'52'47" E
73.28'
L18
N 89'06'17" E
14.32'
L19
S 32'44'07" E
11.17'
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
44.45'
C.P. "A" TO C.P. "B"
Bearing
Distance
S 79'08'52" E
538.43'
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'
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(3 3 AREA )
(-5.3)
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(-3.6)
CONTROL POINT "B"
N= 659338.592 FT.
E= 2711057.378 FT.
ORIGINAL SITE
2.454 ACRES
(106,896.2 SQ. FT.)
OLD IMPERVIOUS AREAS
CONDITIONS
AREA
COMPACTED SOIL
50,043 SQ. 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 %
N
44.56'•1203" W
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N 78'1
'03"
127 60,
SARGENT i N/F
D.B. 2ENr GRO GPIN ND. 76/5 Pig :374 LLC
TOTAL TRACT AREA
4.117 ACRES
BY COORDINATES
EXCLUDING RD. R/W
TRACT "C"
EXISTING TOP OF BANK
"E" TO "F" TO "G"
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 SEIILEMENT AGREEMENT DATED MARCH 11, 2021.
NOTE PARAGRAPH 19 FOR LEASE AGREEMENT.
3. ALL WATER DEPTHS WERE SUPPLIED BY OWNER.
COURSE
Bearing
Distance
L31
N 65' 15' 19" E
45.42'
L32
S 65°32'50" E
3.97'
L33
N 60'39'16" E
23.65'
L34
S 87'43'50" E
14.36'
L35
S 58'45' 1 1 " E
29.09'
L36
S 73'26'50" E
30.66'
x x x x x x x
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SUBSURFACE EXCAVATION
BATTALINA CREEK, BAKERS CREEK, &
BOAT HARBOR CANAL
73,362 SQ. FT.
AVERAGE EXCAVATION DEPTH: 2.5'
6,790 CU. YDS.
TRACT "C"
5,077 SQ. FT.
AVERAGE EXCAVATION DEPTH: 4'
752 CU. YDS.
CAMA PERMIT 35-22
10,441 SQ. FT.
AVERAGE EXCAVATION DEPTH: 3'
1,228 CU. YDS.
CAMA PERMIT 115-18
25,663 SQ. FT.
AVERAGE EXCAVATION DEPTH: 1.5'
1,426 CU. YDS.
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SHORELINE PLOTTED FROM AERIAL PHOTO
('3)
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INA CREEK
xxxxxxxxxxxx
(-4)
MAJOR CAMA PERMIT 115-18 ISSUED
OCTOBER 5, 2018 AUTHORIZED
MAINTENANCE EXCAVATION TO -6' BELOW NWL
(-5)
-2.5)
ADJUST WATER DEPTHS FROM NAVD88 TO
NORMAL WATER LEVEL (NWL). 6-28-2022
(-5)
MAJOR CAMA PERMIT 35-22 ISSUED
TO SARGENT APRIL 2022 AUTHORIZED
MAINTENANCE EXCAVATION TO -5' BELOW NWL
AERIAL TOPO WITH LIDAR
SHOWS SHOALING AT THE
MOUTH OF SARGENT CANAL
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
47147-4;
NORWOOD MARTIN MAYO, PLS
REGISTRATION NO.: L-1546
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: 11-09-2021 & 11-30-2021.
5. DATUM/EPOCH: NAD_83(2011)(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
UPLAND EXCAVATION
TRACT "A"
31,064.9 SQ. FT.
AVERAGE EXCAVATION DEPTH: 8'
9,204 CU. YDS.
UPLAND EXCAVATION
TRACT "C"
5,271 SQ. FT.
AVERAGE EXCAVATION DEPTH: 12'
2,342 CU. YDS.
UPLAND CLEARING
TRACT "C"
24,4453 SQ. FT.
TOTAL SITE AREA = 4.117 ACRES
(179,226.5 SQ. FT.)
UPLAND EXCAVATION SITE
-31,064.9 SQ. FT.
UPLAND EXCAVATION SITE "C"
-5,271 SQ. FT.
NEW SITE AREA
142,890.6 SQ. FT.
)1AII
z
_C
65
LLJ
10
VICINITY MAP
(N.T.S.)
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(2011)(EPOCH:2010.0000)
VERTICAL POSITIONS ARE REFERENCED TO NAVD88 USING (GEOID18)
COMBINED FACTOR 0.99989081.
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4• 7
• EXISTING IRON PIPE
® 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
S EXISTING MAG NAIL
O EXISTING SEWER MANHOLE
O NO POINT SET
B SET 3/4" REBAR (1' HIGH)
A SET MAG NAIL ON HEADWALL
0 SET 1.25" IRON PIPE
HW OLD HEADWALL;
C.P. CONTROL POINT
QE UTILITY STATION .0 30' INTERVAL
x X x x x x x x x
X X X X X X X X
X X X X X X X X X
X X X X X X X X
0
(
I L._I I t__I I
(-2)
PBH
PROPOSED BUILDING
UPLAND EXCAVATION
SUBSURFACE EXCAVATION
LOCATION OF CAMA PERMIT 35-22..
SUB SURFACE EXCAVATION TRACT "C"
UTILITY STATION © 30' INTERVAL
WATER DEPTHS SUPPLIED BY OWNER
PROPOSED BULKHEAD
50 100
150
PRINT: 1 "= 50'
TEXT: 1 "= 40'
2021-122.CRD
2021-126GRIDIMP.TOPO
5-03-2022
3-30-2022
SHEET TITLE: TRACT "A" & TRACT "B" & TRACT "C"
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SURVEY FOR:
T.J.'S LAND DEVELOPMENT, LLC
Owner: TJ'S Land Development, LLC
727 Pantego Street
Belhaven, NC 27860
[phone] License No.' C-1623 [phone]
Washington, NC New Bern, NC
I KAYO AND ASSOCIATES, P.A.
10121 US HWY 17 South LAND SURVEYING VANCEBORO, NC 28586
DATE: 11-09-2021
SCALE: 1'= 50'
PR❑J, N❑,: 2021-126
STATE: NC
COUNTY: BEAUFORT
TWP: PANTEG❑