20181108 Ver 3_2021-126imp_20221012

Combined Factor (0.9998908
HJ 10N a1210 ON
NAD_83(201 1)(EPOCH:2010.0000)
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
S 84.59,3p•, E
9, 06'
20 99, g'08" E
CONTROL POINT "A"
N= 659439.966 FT.
E= 2710528.573 FT.
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'
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
5,33
TRAVEL LIFT BAY
TRACT "F3"
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
RE-4,/
41NSp 0,
pAtti
C • Q s,DDwgt,
281
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
SLATTED
T
A
P •
.j:._.r:•r•: ::..` :•.::;:.::}{{:i�rsr �i::::;'i-:i{ice �iCiii:°{{::.:iji•'':�:i::ii'fi�:ffi-:rFii•1:�'ticiai �:-i'
. ` ..... .�:i::ii:l:iii'.� �:::i::'i::iiiS}?``riiii:•::�:ifi:'{i�r.-:::"':
i7.........:.:.................
•:�::�::�::::"::�:::•::<t�:E "'''•:;::;:;::`.i� ;�::::::�:�:�:>.::::�::�:�:�:_:cis:�:;:�:�::�:�::�:::;•::=::�:�:•::•:::�::c;<::�:�
.....\..\.\...:��\`�`e
_ ` it `SEE OCD BOUNp 281 __, L6 _` •= ��\```_` \ �eii.�.
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0 _ E
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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" 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'
126
S 57'27'00" E
23.46'
L27
N 62'51'01" E
18.44'
L28
S 55'25'37" E
44.45'
tv
LAJ
CONTROL POINT "B"
N= 659338.592 FT.
E= 2711057.378 FT.
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'
44.56' 12�03"
TOTAL TRACT AREA
4.117 ACRES
BY COORDINATES
EXCLUDING RD.. R/W
GAzEB
16 X16.
SIDEDOCK
2'S H/CH
_12'03.,
40.14,
N78'1203W
BATTALINA CREEK
SIFUEU7
ATIION
o�(75
127.60'
S4RGpur 1 N/F
vbsD.8. 2050MENT GROUP, 960
GPIN NO 7615 79-7374 LLC
PUMP -OUT
STATION
PPOp
8' S `�IHc
JED
ORIGINAL SITE
2.454 ACRES
(106,896.2 SQ. I- I.)
OLD IMPERVIOUS AREAS
CONDITIONS
AREA
COMPACTED SOIL
50,043 SQ.
FT.
PER CENT OLD IMPERVIOUS AREA: 46.8 %
DRAWN FROM AERIAL PHOTO
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
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
otl, CARU
sEAL e
+
1af� �
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TRACT "C"
EXISTING TOP OF BANK
"E" TO "F" TO "G"
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'
TOTAL SITE AREA = 4.117 ACRES
(179,226.5 SQ. I- I.)
SITE EXCAVATION
-31,064.9 SQ. FT.
NEW SITE AREA
148,161.6 SQ. FT.
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: 15.1 %
LIJ
2<
VICINITY MAP
(N.T.S.)
BATTALINA CREEK
SITE
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.
0
• 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
O EXISTING SEWER MANHOLE
O NO POINT SET
® SET 3/4" REBAR (1' HIGH)
A SET MAG NAIL ON HEADWALL
® SET 1.25" IRON PIPE
HW OLD HEADWALL;
C.P. CONTROL POINT
® UTILITY STATION
\\\\\\\\\\\\\\\\\
50
PROPOSED BUILDING
UPLAND EXCAVATION
OLD IMPERVIOUS AREA
100
150
PRINT: 1 "= 50'
TEXT: 1 "= 40'
2021-122.CRD
2021-126GRIDIMP.DWG
5-3-2022
3-30-2022
SHEET TITLE!
0
10121 US HWY 17 South
SURVEY FOR:
T.J.'S LAND DEVELOPMENT, LLC
Owner: TJ'S Land Development, LLC
727 Pantego Street
Belhaven, NC 27860
Washlngton, NC New Bern, NC
MAYO AND ASSOCIATES, P.A.
LAND SURVEYING
DATE: 11-09-2021
PROJ. NO,: 2021-126
STATE: NC
COUNTY: BEAUFORT_