Pic Site Plan 3-15-23_Only

TRACT "A" TRACT "B" TRACT "C"
2.454 ACRES 0.369 ACRE 1 294 ACRENa
BY COORDINATES BY COORDINATES BY COORDINATES
EXCLUDING RD. R/W EXCLUDING RD, R/W EXCLUDING RD. R/W
N/F
TR (A,O R mOVYO. LLC CHARD eLH�iaP1iM. LLC TJS I" DML We 2ase. ET. U.0
03 '.wT. AC )1a Ms. 2M4 PG 6N PC. D. SUM 23,
PC 4 AIDE Jfl PQ P SIDE 2e1
ow VO. 1615 r1 921 s
TOTAL TRACT AREA
4,117 ACRES
BY COORDINATES
EXCLUDING RD. R/W tt
e
lX 'AY
0• a• 'A[,
GRAVEL WORT( AREA
TRA CF "C"
TJ'S LAND DEVELOPMENT, LLC
D.B. 1920. PG. 001
P.C. I, SLIDE 60-9
TRACT 4
GPIN NO. 7615-09-3775
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0
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2099E
1
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TRAVEL LIFT BAY
IN
3
2 ANT o
EAST P
EGp STRE` b,ry,4
6594J9966 R. E-
E�DID52e573 R.
)
SITE TOPOGRAPHY SURVEY BY:
GSC SURVEYING
4072 BARRETT DRIVE
RALEIGH, NC 27609
PHONE [phone]
CPS CERTIFICATION:
THE GRID TIE WAS DETERMINED FROM
ACTUAL GLASS SURVEY TIE AND THE
FOLLOWING INFORMATION WAS USED
TO PERFORM THE SURVEY:
CLASS OF SURVEY: A
POSITION ACCURACY: 0.07'
TYPE OF GPS: NC RrN
DATE OF SURVEY: 3-1-2022
DATUM: NAD83/2011
GEOID MODEL USED: NGS2012B
UNITS: US SURVEY FEET
C.P. "A" TO C.P. "B"
I &W I Distance
TRACT "B"
oTSnMG TOP OF BANK
w Tpt
Cours
ewnnq
Natmin
L29
6 fiF13SO E
28.21
LXI
N 651J 29 E
1856
TRACT "A"
FASTING TOP OF BANK
Cause
Beating
Dlelonce
LI
S >83B 11 E
H.59
l2
N SSI953
15.61
N IP2255
{J.39
Ll
N 51'J6 >e W
18.12
L5
N ]615 42 W
99
L6
N 6T50 2 W
94
41.94
V
N JT50 ]I W
IIIA9
LB
u 6P08] W
N B4'q 21 W
251.250
409
1
LIO
N )4'O6 W
61.94
61.94
Lll
N61'100 W
I714
L12
N 61'S) 6 W
290
LI
N IB'I256 W
Li4
N 5{'M 22
1006 4
TRACT "A"
EXISTING TOP OF BANK
•B• M -r• Tn T-
Coum
Beann9
pistance
LI
N 58'll IJ
E
32.20
LIB
N 6G2950
E
69.2
LT)
N 6R520
J3.28
L16
N 6506 O
E
19.]2
LI9
SJTNW
E
11.1)
L2ut
N 2P0645
E
26A6
L22
N ]Pll 20
E
fi6.02
L23
S )PA ]]
E
l24
S 6826I9
E
0JD J7
fi)
L25
S ]P1202
E
53,46
L26
S ST4)00
E
PJ.46
L27
N 6T5101
E
I84
l2B
6 55253J
E
{{.45
L NORNOOD MAIN MAYO, CERTIFY THAT MIS PLAT WAS DRAWN UNDER MY
4;&A.SION FROM AN ACTUAL SURVEY PERFORMED UNDER MY SUPERWSION
DEEP DESCRIPTION RECORDED IN DEED BOOK 2087. PAGE 710 AND
0&2056. Po. 609. BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS
MENATIN OOFINFORMATION PRECISION AS CALCULATED IS0EI AND T 10.000; THAT ME GLOBAL
POVIDNING PART 2 (SGTµ6yD5 FOR GEODETICWERE
NPERFORMED
STANDAREIWORKS AT ME 2CM
ACCURACY CLASSIFICATION (in CONDDENCE) USING REAL TIME KINEMATICS,
OPM AND TRADITIONAL REVERSE; AND THAT THIS MAP MEETS ME
NFOUIREAIENIS OF ME STANDARDS OF PRACTICE FOR LAND SURVEYING IN
,ON GNOUNA (21 NM 55, IND), MIS 9 DAY OF NONEMBER, 2021
gbatt) MARTIN WYO. PIS
kostRKRON NO.: L-1545
RLYUNS OF OLD
SEE 191
P.C. D.
"GARO
OpYaf wY .7
Z; A BPf,L .0
O'l�t9lrY6 eglN �`i'
Yu,I,IIVV
V
\_'.
NO 9/6 SURFACE EXCAVM0N
IN MR AREA
__.... �WM .�-'anewwa SNORE UNE
�\ ••� .. -# as
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E•
AV
9.1 2Cme,A]RVJ • ` 9. _ C
• _ 2D6E P O,Ep� b r _P a � /'RP
/ - Mot
Zl)eTNT ••a'° • •`'o',•:nY ..,r ,•r• J. / Y
-------------
r tie,5 m
'=, F=ZONE
eD Id /�y19NI
iB. FT_ ZONE
i�B�P h 176' lIf
i'+y�
50.1a, nisi d _
'0 E 5 )rs-Z•j1• E `Y F SP'W euFFERJ _? 2 a Q0•i I =,A
W >6 I2' CONITDL POINT 'a- OJ•
36 Nft 6590.592 t2760'
E.2711037J78 FF R, H�Fe12'nJ• K. 'SWY,w Y)F
ne�EW
12-W. B11 i,p '� w apA'J uc
ORIGINAL SITE
2.454 ACRES /
(106,896.2 SO. FT.) TRACT "C"
D IMPERVIOUS AREAS EXOEM ISTING TOP OF BANK
CONDITIONS AREA TO "F" TO 'G"
COURSE Bearing E45.4"2
ce
COMPACTED SOIL 50,043 S0. FT' LJI N 65'1519 EDistance
PER CENT OLD IMPERVIOUS AREA: 46.8 R 132 S 65'3250 E7
DRAWN FROM AERIAL PHOTO 03N60'39tRc.
IMPROVEMENT
AREA
PROPOSED BUILDING
9,600
SQ.
FT.
NEW GRAVEL DR.
12,499
FT.
NEW FUEL TANKS
E!
TOTAL
22,399
SO.
Fr.
PER CENT NEW IMPERVIOUS AREA 15.7 R
ALL EXISTING IMPERVIOUS AREAS ARE TO BE
RIPPED AND RESTORED WITH SUITABLE TOP SOIL
('L
I
NOTES: FIDOD IIBK A SHDWn
ONI. MIS PROPERLY LIES IN A (ZONE AE) OF �FM �KN, 3720565
ME FLOOD INSURANCE RATE E FLOWUDATION 5 R.
400 K, DATE JUNE 19, 2020. BASE
2. SEE MOUIDCATION OF MNOR aERMR/NGNFi1M0lf MTED ISSUED TO
2021
NDO� GPMMENTPARAOiILC
10 D LEASE AGREEMENT
I OLD SHORE UHM WERE PLOTTED USING PHOTOS FROM ME IDGL OFFICE
OF ME USDA AND HISTORICAL AERIAL NEWS
MAJOR CAMA PERMIT 115-18 ISSUED
OCTOBER 5, 2018 AUTHORIZED
MAINTENANCE IXCAVATION TO -6' BELOW NWL
MAJOR LAMA PERMIT 35-22 ISSUED
TO SARGENT APRIL 2022 AUTHORIZED
MAINTENANCE E%CAVATION TO -5' BELOW NWL
ME STATE PLANE COORDINATES (SPC) FOR THIS PROJECT WERE PRODUCED WIN
STAM Gas OBSERVATIONS AND PROCESSED WITH ON UNE POSTPONING USER
SERVICE (OPUS). ME NETWORK POSITIONAL ACCURACY OF ME OPUS DERIVED
POSMONM. INFORMATION IS 0.020M.
ME FOLLOWING CORS WERE USED BY OPUS
I D DESIGWTION
DNV41 NCWM WILLIMJSTON 2 MRS ARP
DU1071 NCCI CEDAR ISLAND CORS ARP
memo NCSO NCsO SWANOUARTER2 CORS ARP
HORIZONTAL POSNONS ME REFERENCED TO WD-83(2011)(EPOCH'2010.0000)
VTJITKAL POSITIONS ARE REFERENCED TO WVDW USING (GEOIDIO)
COMBINED FACTOR 0.99988081.
Original Tar -Pam Buffer
TRACT "A" S
Existing Area For Zone 1 ,.,;+•
41,775 SO. FT.
Impervious Area For Zone 1
13,378 SQ. FT.
Existing Area For Zone 2
29,330 SQ. Fr.
Impervious Area For Zone 2
11.851 SQ. FT.
New Tar -Pam Buffer
TRACT "A"
New Area For Zone 1
32,717 SO, Fr.
Impervious Area For Zone 1
20,024 SO. Fr.
New Area For Zone 2
20,892 SQ. FT.
Impervious Area For Zone 2
10,614 SO. FT.
`IrMI]Y pm
ST N6m S
VICINITY MAP
(N.T.S.)
1 NORWOOD MARTIN MAYO. CERTIFY MAT THIS PLAT WAS DRAWN UNDER MY
MEE OM WING INFORMATION WA� SEDSAJmMADE TO PERFORM DTHE ER MY SUPERVISION AND
1. CLPSS OF SURVEY: C
2. POSITIONAL ACCURACY: 2CM
T TYPE DATES OF GSRFIELD
EY� PROCEDURE
k 1.1 OPUS
AND
TWDRIOIUL TMVERSE
4. 5. DATUM/EPOCH: NAD�3(2011)(FFOCM:2010A000)
O. PUBUSHED/FTXD-GGHTROL USE OPUS
7, GEOID MODEL GWIDIO O.B9909001
8. COMBINED GRID FACTOR(St
9. UNITS: US SURVEY FEET NORWGOD MARTIN MAYO, PLS
REGISTRATION NO.: L-15M
• EXISTING IRON PIPE
® EXISTING IRON PIPE 1.5' BROKEN OFF
0.5- BELOW GROUND. SET 5/B" REBPR
INSIDE OF PIPE
0 EXISTING 1" REBAR 6" HIGH
■ EXISTING 1.5" "H" POST
♦ EXISTING MAD NAIL
Q EXISTING SEWER MANHOLE
61 NO POINT SET
B SET 3/4" RE13AR (V HIGH)
6 SET MAG NAIL ON HEADWALL
Q5 SET 1.25" IRON PIPE
HW OLD HEADWALL:
C.P. CONTROL POINT
(D UTILITY STATION 0 30' INTERVAL
® PROPOSED BUILDING
.�..�.+, SUBSURFACE EXCAVATION
PBH
PROPOSED BULKHEAD
(-Z)
DEPTHSWATER SUPPLIED By OWNER
FOR BOAT HARBOR CANAL
AEC
AREA OF ENVIROMENTAL CONCERN
ES AEC
ESTUARIME SHORELINE,
AREA OF INVIROMENTAL CONSERN
PTS AEC
PUBLIC TRUST SHORELINE. AEC
NWL
NORMAL WATER LEVEL +0.94' NAVD88
iQ
MAP REVISION
LIVE OAK TREE (Quercus virginia)
O
DOGWOOD TREE (Comus florida)
TOP OF PROPOSED PILE CAP
AT ELEVATION 3.60' NAVD88.
24"%36"
PRINT -
TEXT:
50'
TEXT: 1'= 40'
2021-122.CRD
SHEET 2 2021-126GRID-MPOLDSHOREUNEAB.DWG
N N N N N N SHEET TITLE, BUFFER PLANTING
a 11 SURVEY FOR,
zo o N n T.J.'S LAND DEVELOPMENT, LLC
Owner. TJ'S lnn6 Dewbpment. LLC
727 Pantego Street BeNa9en, NC 275N
NO
FQ V d mu D 6!9-M Z (23t) 946-3469 Llcee NC-162] (e5R
U' O W va~H IC we earn. ,E
a m m o w S cc MAYO AND ASSOCIATES, P.A.
WN o 0 0 o a IND US RW 1T 9o,lln LAND SURVEYING vMCEpp, Ic ear
Td o m O1 1si1 0 1=i1 DATE, I1-09-2021 1 SCALE, 1'= 50' PRO.. NON 2021-IE
I COUNTY, BEAUFORT TWP, PANTGGD

TRACT "A" TRACT "B" TRACT I$C'I
2.454 ACRE 0,369 ACRE 1 294 ACRES
BY COORDINATES 81 COORDINATES BY COORDINATES
EXCLUDING RD, R/W EXCLUDING RD. R/W EXCLUDING RD. R/W
NVIF EIS LoMOl Balpq MI: TJY N10 0[m.WEHT, uc TJS ulm wilaam". LLC
Gl NR. IG lv 0.& ZGB6. IG SOS G.B. 2G80. PG 149
PG A SAE 8N PC 0. SLIOE 261 P.0 0. SIDE 281
1i11116 >f13-9.9i3
TOTAL TRACT AREA
4.117 ACRES
BY COORDINATES
EXCLUDING RD. R/W
GRAVEL wLTbt AREA
TRA CF'C'
TMJS LAND DEVELOPMENT, LLC
0.6, 7920, PG. 001
P.C. 1, SLIDE 60-9
TRACT 4
GPIN N0. 7615-09-3775
GRAIIiEt +OIU( AREA
pP�'g
V
01 z
3
!"f
n 2 102
0 0
o y
0 o o ^
m S O F
0 0 s r.,W^Ed
o §
!.W
y
S ".,NF30
O
TRAVEL LIFT BAY
Q
D$ I� Aty W,�2A4 pO'1Yel AE
°Aw'I°.>'>er�RyYyw�HW
`ST ,Y.,-..a O �4_` �1i
�u, iO'RY% 98.9Y , S
.�
X POINT -A' Jo• R/W`
06 FT.
a52847sse373 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
FOLLOWING INFORMATION WAS USED
TO PERFORM THE SURVEY:
CLASS OF SURVEY: A
POSITION ACCURACY: 0.07'
TYPE OF GPS: NC RTN
DATE OF SURVEY: 3-1-2-022
DATUM: NAD83/2011
GEOID MODEL USED: NGS2012B
UNITS: US SURVEY FEET
C.P. "A" TO C.P. "B"
I 5 79m"52" E1- iv1 A� y
TRACT 'B"
EXISTING TOP OF BW1N
V TO Mr
Ol
L29 5 MJB 2O f 28.21
LJO N 65'1329 E M58
E11
e tN 1,14 GAgpT7
oQ,eo(ii�ioy� �y1
2iA BFlAL• ,Ic
OD MA
NXIYIIYII
V
REMAINS
OF OLD NFAOWAU,
SEE low SURViY
PC D. SLIM 281
••
ORIfAN4 SMRE E "
_-OJ-196A
M1,y
•'ca•
°'
= l•
NO SUB -SURFACE EXCAVATION
•y�
' '
IN MIS AREA
F.0 Or'
-
a.'Y'lwv;[°, .
QVARA7W° ... v.'p. E90=.°... .
.... ,-FM?c4VT
lvnouauu SNORE UNE '
IM1 ITfq 111
i i55M: T'b U I))IT'1 I i1 1){
•,1111 uuN1 Bill
lil p� 111 nl I f F
'"->`ti uI 1in411 Ill ;� ll�l!� 1 P41 RH UHII � . � �91111p.11l�f ��`I1(IIIIl1' u
iti1N,1 ,;,;..
I
0
ZOA
7Ap
O
BBeIIA W Rs4g _
�2'IgY ;o r7.6•
� �eI a�Nn
W° E 9 7o-s1 JIx ��T O ,
CONTROL POINT 'B•
NMI 659328.592 FT.
E. 2711057J78 FT M >e.
W.
ORIGINAL SITE
2.454 ACRES
(106,696.2 SQ. Fi.)
OLD IMPERVIOUS AREAS
CONDRIONS I AREA
COMPACTED SOIL 1 50,043 SO_ FT
PER
CENT OLD IMPERVIOUS
AREA: 46.8
9,
DRAWN FROM AERIAL
PHOTO
181Y.rMIT19yF3Y1GACi.�- If
IMPROVEMENT
ARE4
PROPOSED BUILDING
9 600
S0. FT.
NEW GRAVEL OR.
12 499
S0. FT.
NEW FUEL TANKS
TOTAL
22,399
S0. Fi.
PER CENT NEW IMPERVIOUS AREA: 15.7 R
r-a
R�
z oQ° 11
lir
.RR
ALL EXISTING IMPERVIOUS AREAS ARE TO BE
RIPPED AND RESTORED WITH SUITABLE TOP SOIL
YW
ij
0
1)
NOTES:
1, MIS PROPERTY UES IN A (ZONE An FLO" I65X AS SHOWN
ON ME FLOOD INSURANCE RATE TF OF DWN'ORT COUNTY ])20585
100 K. Wi[ JUNE 19, 2020. BASF FLOOD DDYATION 5 FT
2. SEE MODIDCATION OF "OR PERMIT NO 115-15 ISSUED TO TXS LAND
DElTUOPARAGR,APND19 OR LEASE AGREFAdFAO DATED MARCH 11. 2021
NOTE .
]. OW SHORE UNES WERE PLOTTED USING PHOTOS FROM ME LOCAL OFFICE
OF ME USDA AND HISTORICAL AERML NEWS'
15-18
A
MAJOR LAMA PERMR 35-22 ISSUED
TO SARGENT APRIL 2022 AUTHORIZED
MAINTENANCE EXCAVATION TO —5' BELOW NWL
6' BELOW NWL I 9yr6c0',
0
a^tn�
ME STATE PWIE COORDINATES (SPC) FOR MIS PROJECT WERE PRODUCED WITH
STATIC CPS OBSERVATIONS AND PROCESSED WITH ON UNE POSITIONING USER
SERVICE (OPUS). ME NETWORK POSITIONAL ACCURACY OF ME OPUS DERNED
PDSITIONAL INFORMATION IS 0.020M.
ME FOLLOWING CORS WERE USED W OPUS
PID DESIGNATION
DNB741 NCWM WH.UAMSTON 2 CORSI ARP
DL5071 NMI CEDAR ISLAND CORS AND
D09OSO NISO NCSO SWANOUARTEN2 CUTS ARP
HORIZONTAL POSITIONS ARE REFERENCED TO NAD-83(2011)(EPOCH:2010.0000)
VERIICAAL POSMONS ME REFERENCED TO RAVD88 USING (GEOIDI8)
COMBINED FACTOR 0.99989081,
Original Tar —Pam Buffer
TRACT "A"
Existing Area For Zone 1
. 41.775 S0. Fi.
Impervious Area For Zone 1
13,378 SO. FT.
Existing Area For Zone 2
29,330 SO. Fr.
Impervious Area For Zone 2
11.851 SO. FT.
New Tar —Pam Buffer
TRACT "A"
New Area For Zone 1
32,717 SQ. FT.
Impervious Area For Zone 1
20,024 SO. FT.
New Area For Zone 2
20,892 S0. FT.
Impervious Area For Zone 2
10,614 SO. FT.
SITE
VICINITY MAP
(N.T.S.)
I NORWOOD MARTIN MAYO, CERRTY THAT MIS PUT WAS DRAWN UNDER MY
SUPERVISION MOM AN ACTUAL CPS SURVEY MADE UNDER W SUPERVISION AND
ME FOLLOWING INFORMATION WAS USED TO PERFORM ME SURVEY
1. Ct OF SURVEY; C
2, POSITIONAL ACCURACY: 2CM
3. TYPE OF CAPS FlaD PROCEDURE M. OPUS AND TTADMONAL TRAVERSE
4, DATES OF SURVEY: 11-09-2021 e: 11-M-2021.
5. OATUM/EPOCH: NAD�J(2011)(EPOCH:2010A000)
S. PUBLISHED/DXED-CONTROL USE OPUS
7. GEOID MODEL GEDID18
S. COMBINED GRID FACTOR(S): 0.99089001
9. UNITS: US SURVEY FEET
NORWOOD MARTIN Ml PLS
REGISTRATION NO.: L-15M
•
EXISTING IRON PIPE
0
DUSTING IRON PIPE 1.5• BROKEN OFF
0.5' BELOW GROUND. SET 5/8" REBAR
INSIDE OF PIPE-
0
EXISTING 1" REBAR 6" HIGH
■
EXISTING 1.5" "H" POST
♦
EXISTING MAG NAIL
Q
EXISTING SEWER MANHOLE
0
NO POINT SET
H
SET 3/4" REBAR (1' HIGH)
A
SET MAD NAIL ON HEADWALL
0
SET 1.25" IRON PIPE
Hill
OLD HEADWALL:
C.P.
CONTROL POINT
OD
UR(ITY STATION 0 30' INTERNAL
PROPOSED BUILDING
®
UPLAND EXCAVATION
SUBSURFACE EXCAVATION
L•..•.'.'�'.°•'•°.
ORIGINAL IMPERVIOUS AREA
EXISTING 30' TAR-PAM BUFFER
EXISTING 20' TAR-PAM BUFFER
PBH
PROPOSED BULKHEAD
(-2)
WATER DEPTHS SUPPLIED BY OWNER
FOR BOAT HARBOR CANAL
AEC
AREA OF ENVIROMENTAL CONCERN
ES AEC
ESTUARIME SHORELINE,
AREA OF INVIROMENTAL CONSERN
PTS AEC
PUBUC TRUST SHORELINE, AEC
NWL
NORMAL WATER LEVEL +0.94' NAVD88
1Q
MAP REVISION
TREE LOCATION
TOP OF PROPOSED PILE CAP
AT ELEVATION 3.60' NAVD88.
Z
Wa
E
N41
Oyj
2
N
U
mIn
Om
OU
a
in
3y
3
3
0
XzQ
iiilo
°i
=n
Z
Vsi
"X36" 24
PRINT: 1"- 50'
TEXT:
2021-122.CRD
2021-126GRID-MPOLDSHORETJNCA.DWG
SHEET TITLE, BUFFER IMPACT
SURVEY FOR,
T.VS LAND DEVELOPMENT, LLC
" 1 Owme TJ'S land Den1OPlncnL LLC
727 Punteyu Stnet BeINOVen, NC 27560
V'WpM K Lt.nu Mu t-IK! (151 Mrn KRX
MAYO AND ASSOCIATESF P.A,
10 U W NWT 17 6a,tN LAND SURVCYING NNCFnm. Mc ma
DATE, 11-09-2021 TTFA1 rI n. RED nnn .... _. _. . .
STATE, NC

TRACT "A" TRACT "B" TRACT "C"
2.454 ACRES 0.369 ACRE 1 294 ACRENa
BY COORDINATES BY COORDINATES BY COORDINATES
EXCLUDING RD. R/W EXCLUDING RD, R/W EXCLUDING RD. R/W
N/F
TR (A,O R mOVYO. LLC CHARD eLH�iaP1iM. LLC TJS I" DML We 2ase. ET. U.0
03 '.wT. AC )1a Ms. 2M4 PG 6N PC. D. SUM 23,
PC 4 AIDE Jfl PQ P SIDE 2e1
ow VO. 1615 r1 921 s
TOTAL TRACT AREA
4,117 ACRES
BY COORDINATES
EXCLUDING RD. R/W tt
e
lX 'AY
0• a• 'A[,
GRAVEL WORT( AREA
TRA CF "C"
TJ'S LAND DEVELOPMENT, LLC
D.B. 1920. PG. 001
P.C. I, SLIDE 60-9
TRACT 4
GPIN NO. 7615-09-3775
m
3
z
Im
c
S
a
n o
-
o
EI
a
O 0
0
i
n
o
o
a
�
o
0
N �� Cb• gOBE
2099E
1
o- 10
TRAVEL LIFT BAY
IN
3
2 ANT o
EAST P
EGp STRE` b,ry,4
6594J9966 R. E-
E�DID52e573 R.
)
SITE TOPOGRAPHY SURVEY BY:
GSC SURVEYING
4072 BARRETT DRIVE
RALEIGH, NC 27609
PHONE [phone]
CPS CERTIFICATION:
THE GRID TIE WAS DETERMINED FROM
ACTUAL GLASS SURVEY TIE AND THE
FOLLOWING INFORMATION WAS USED
TO PERFORM THE SURVEY:
CLASS OF SURVEY: A
POSITION ACCURACY: 0.07'
TYPE OF GPS: NC RrN
DATE OF SURVEY: 3-1-2022
DATUM: NAD83/2011
GEOID MODEL USED: NGS2012B
UNITS: US SURVEY FEET
C.P. "A" TO C.P. "B"
I &W I Distance
TRACT "B"
oTSnMG TOP OF BANK
w Tpt
Cours
ewnnq
Natmin
L29
6 fiF13SO E
28.21
LXI
N 651J 29 E
1856
TRACT "A"
FASTING TOP OF BANK
Cause
Beating
Dlelonce
LI
S >83B 11 E
H.59
l2
N SSI953
15.61
N IP2255
{J.39
Ll
N 51'J6 >e W
18.12
L5
N ]615 42 W
99
L6
N 6T50 2 W
94
41.94
V
N JT50 ]I W
IIIA9
LB
u 6P08] W
N B4'q 21 W
251.250
409
1
LIO
N )4'O6 W
61.94
61.94
Lll
N61'100 W
I714
L12
N 61'S) 6 W
290
LI
N IB'I256 W
Li4
N 5{'M 22
1006 4
TRACT "A"
EXISTING TOP OF BANK
•B• M -r• Tn T-
Coum
Beann9
pistance
LI
N 58'll IJ
E
32.20
LIB
N 6G2950
E
69.2
LT)
N 6R520
J3.28
L16
N 6506 O
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{{.45
L NORNOOD MAIN MAYO, CERTIFY THAT MIS PLAT WAS DRAWN UNDER MY
4;&A.SION FROM AN ACTUAL SURVEY PERFORMED UNDER MY SUPERWSION
DEEP DESCRIPTION RECORDED IN DEED BOOK 2087. PAGE 710 AND
0&2056. Po. 609. BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS
MENATIN OOFINFORMATION PRECISION AS CALCULATED IS0EI AND T 10.000; THAT ME GLOBAL
POVIDNING PART 2 (SGTµ6yD5 FOR GEODETICWERE
NPERFORMED
STANDAREIWORKS AT ME 2CM
ACCURACY CLASSIFICATION (in CONDDENCE) USING REAL TIME KINEMATICS,
OPM AND TRADITIONAL REVERSE; AND THAT THIS MAP MEETS ME
NFOUIREAIENIS OF ME STANDARDS OF PRACTICE FOR LAND SURVEYING IN
,ON GNOUNA (21 NM 55, IND), MIS 9 DAY OF NONEMBER, 2021
gbatt) MARTIN WYO. PIS
kostRKRON NO.: L-1545
RLYUNS OF OLD
SEE 191
P.C. D.
"GARO
OpYaf wY .7
Z; A BPf,L .0
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NO 9/6 SURFACE EXCAVM0N
IN MR AREA
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-------------
r tie,5 m
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eD Id /�y19NI
iB. FT_ ZONE
i�B�P h 176' lIf
i'+y�
50.1a, nisi d _
'0 E 5 )rs-Z•j1• E `Y F SP'W euFFERJ _? 2 a Q0•i I =,A
W >6 I2' CONITDL POINT 'a- OJ•
36 Nft 6590.592 t2760'
E.2711037J78 FF R, H�Fe12'nJ• K. 'SWY,w Y)F
ne�EW
12-W. B11 i,p '� w apA'J uc
ORIGINAL SITE
2.454 ACRES /
(106,896.2 SO. FT.) TRACT "C"
D IMPERVIOUS AREAS EXOEM ISTING TOP OF BANK
CONDITIONS AREA TO "F" TO 'G"
COURSE Bearing E45.4"2
ce
COMPACTED SOIL 50,043 S0. FT' LJI N 65'1519 EDistance
PER CENT OLD IMPERVIOUS AREA: 46.8 R 132 S 65'3250 E7
DRAWN FROM AERIAL PHOTO 03N60'39tRc.
IMPROVEMENT
AREA
PROPOSED BUILDING
9,600
SQ.
FT.
NEW GRAVEL DR.
12,499
FT.
NEW FUEL TANKS
E!
TOTAL
22,399
SO.
Fr.
PER CENT NEW IMPERVIOUS AREA 15.7 R
ALL EXISTING IMPERVIOUS AREAS ARE TO BE
RIPPED AND RESTORED WITH SUITABLE TOP SOIL
('L
I
NOTES: FIDOD IIBK A SHDWn
ONI. MIS PROPERLY LIES IN A (ZONE AE) OF �FM �KN, 3720565
ME FLOOD INSURANCE RATE E FLOWUDATION 5 R.
400 K, DATE JUNE 19, 2020. BASE
2. SEE MOUIDCATION OF MNOR aERMR/NGNFi1M0lf MTED ISSUED TO
2021
NDO� GPMMENTPARAOiILC
10 D LEASE AGREEMENT
I OLD SHORE UHM WERE PLOTTED USING PHOTOS FROM ME IDGL OFFICE
OF ME USDA AND HISTORICAL AERIAL NEWS
MAJOR CAMA PERMIT 115-18 ISSUED
OCTOBER 5, 2018 AUTHORIZED
MAINTENANCE IXCAVATION TO -6' BELOW NWL
MAJOR LAMA PERMIT 35-22 ISSUED
TO SARGENT APRIL 2022 AUTHORIZED
MAINTENANCE E%CAVATION TO -5' BELOW NWL
ME STATE PLANE COORDINATES (SPC) FOR THIS PROJECT WERE PRODUCED WIN
STAM Gas OBSERVATIONS AND PROCESSED WITH ON UNE POSTPONING USER
SERVICE (OPUS). ME NETWORK POSITIONAL ACCURACY OF ME OPUS DERIVED
POSMONM. INFORMATION IS 0.020M.
ME FOLLOWING CORS WERE USED BY OPUS
I D DESIGWTION
DNV41 NCWM WILLIMJSTON 2 MRS ARP
DU1071 NCCI CEDAR ISLAND CORS ARP
memo NCSO NCsO SWANOUARTER2 CORS ARP
HORIZONTAL POSNONS ME REFERENCED TO WD-83(2011)(EPOCH'2010.0000)
VTJITKAL POSITIONS ARE REFERENCED TO WVDW USING (GEOIDIO)
COMBINED FACTOR 0.99988081.
Original Tar -Pam Buffer
TRACT "A" S
Existing Area For Zone 1 ,.,;+•
41,775 SO. FT.
Impervious Area For Zone 1
13,378 SQ. FT.
Existing Area For Zone 2
29,330 SQ. Fr.
Impervious Area For Zone 2
11.851 SQ. FT.
New Tar -Pam Buffer
TRACT "A"
New Area For Zone 1
32,717 SO, Fr.
Impervious Area For Zone 1
20,024 SO. Fr.
New Area For Zone 2
20,892 SQ. FT.
Impervious Area For Zone 2
10,614 SO. FT.
`IrMI]Y pm
ST N6m S
VICINITY MAP
(N.T.S.)
1 NORWOOD MARTIN MAYO. CERTIFY MAT THIS PLAT WAS DRAWN UNDER MY
MEE OM WING INFORMATION WA� SEDSAJmMADE TO PERFORM DTHE ER MY SUPERVISION AND
1. CLPSS OF SURVEY: C
2. POSITIONAL ACCURACY: 2CM
T TYPE DATES OF GSRFIELD
EY� PROCEDURE
k 1.1 OPUS
AND
TWDRIOIUL TMVERSE
4. 5. DATUM/EPOCH: NAD�3(2011)(FFOCM:2010A000)
O. PUBUSHED/FTXD-GGHTROL USE OPUS
7, GEOID MODEL GWIDIO O.B9909001
8. COMBINED GRID FACTOR(St
9. UNITS: US SURVEY FEET NORWGOD MARTIN MAYO, PLS
REGISTRATION NO.: L-15M
• EXISTING IRON PIPE
® EXISTING IRON PIPE 1.5' BROKEN OFF
0.5- BELOW GROUND. SET 5/B" REBPR
INSIDE OF PIPE
0 EXISTING 1" REBAR 6" HIGH
■ EXISTING 1.5" "H" POST
♦ EXISTING MAD NAIL
Q EXISTING SEWER MANHOLE
61 NO POINT SET
B SET 3/4" RE13AR (V HIGH)
6 SET MAG NAIL ON HEADWALL
Q5 SET 1.25" IRON PIPE
HW OLD HEADWALL:
C.P. CONTROL POINT
(D UTILITY STATION 0 30' INTERVAL
® PROPOSED BUILDING
.�..�.+, SUBSURFACE EXCAVATION
PBH
PROPOSED BULKHEAD
(-Z)
DEPTHSWATER SUPPLIED By OWNER
FOR BOAT HARBOR CANAL
AEC
AREA OF ENVIROMENTAL CONCERN
ES AEC
ESTUARIME SHORELINE,
AREA OF INVIROMENTAL CONSERN
PTS AEC
PUBLIC TRUST SHORELINE. AEC
NWL
NORMAL WATER LEVEL +0.94' NAVD88
iQ
MAP REVISION
LIVE OAK TREE (Quercus virginia)
O
DOGWOOD TREE (Comus florida)
TOP OF PROPOSED PILE CAP
AT ELEVATION 3.60' NAVD88.
24"%36"
PRINT -
TEXT:
50'
TEXT: 1'= 40'
2021-122.CRD
SHEET 2 2021-126GRID-MPOLDSHOREUNEAB.DWG
N N N N N N SHEET TITLE, BUFFER PLANTING
a 11 SURVEY FOR,
zo o N n T.J.'S LAND DEVELOPMENT, LLC
Owner. TJ'S lnn6 Dewbpment. LLC
727 Pantego Street BeNa9en, NC 275N
NO
FQ V d mu D 6!9-M Z (23t) 946-3469 Llcee NC-162] (e5R
U' O W va~H IC we earn. ,E
a m m o w S cc MAYO AND ASSOCIATES, P.A.
WN o 0 0 o a IND US RW 1T 9o,lln LAND SURVEYING vMCEpp, Ic ear
Td o m O1 1si1 0 1=i1 DATE, I1-09-2021 1 SCALE, 1'= 50' PRO.. NON 2021-IE
I COUNTY, BEAUFORT TWP, PANTGGD