20181108 Ver 4_REVISED PLAN_Sheets1and2_2023-3-15_20230324

TRACT "A" TRACT "B" TRACT "C"
2.454 ACRES 0.369 ACRE 1.294 ACRES
BY COORDINATES BY COORDINATES BY COORDINATES
EXCLUDING RD. R/W EXCLUDING RD. R/W EXCLUDING RD. R/W
N/F N/F N/F
TXS LAND DEVELOPMENT LLC TJ'S LAND DEVELOPMENT, LLC TXS LAND DEVELOPMENT, LLC
D.B. 206], M. 716 D.B. 2086, PG. 609 D.B. 2086. PG. 609
P.C. D. SLIDE 281 P.C. D, SLIDE 281 P.C. D, SLIDE 281
GPIN W. 7615-09-9675
TOTAL TRACT AREA
4.117 ACRES
BY COORDINATES
EXCLUDING RD. R/W
s
cA`�'AL
GRAVEL WORK AREA \ \
TRACT'C„
TJ'S LAND
DEVELOPMENT, LLC LIFT BAY
D.B.
1920, PG. 001 TRAVEL
P.C.
I, SLIDE 60-9 Y9
TRACT 4
GPIN NO.
7615-09-3775 �0.
�403
GRAVEL WORK AREA V V
y=�•'.' . .
�
Z
V) 9T B"
yi
0
O DO
�• W
.D fyl y `A.
2
lO f4•
.✓ f�Q ���
o
r=1`'e'
` t0NE1
n eT
r.o
'--
a Z 0
•/ � _ •�'
I
eUU(NE4p
p O A
'
L12
E4h
r'
I
Q'•
IJ
__ a,a T IIAj;
O
S 84'Sg. E
A' 68'J9• 9.06'
.
B V.
,
20.9,E
Ill"-tV.
r .a k 21• PAaE�
015 t
Atla•>s � J6 I4s
'
_ IOp.Jg•
_ S 7T4
PANT- aa.eT
GO
STR
(j
CONTROL POINT 'A' J0 R/y7_ _
N= 659439.966 FF.
E-2710528.573 Fr.
SITE TOPOGRAPHY SURVEY BY:
GSC SURVEYING
4072 BARRE T 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: NO RTN
DATE OF SURVEY. 3-1-2022
DATUM: NAD83/2011
GEOID MODEL USED: NGS20128
UNITS: US SURVEY FEET
C.P. "A" TO C.P. "B"
Burring Dblanee
S 79'OB 52 E 5F8.
TRACT "B"
EXISTING TOP OF BANK
'D' TD 'E'
Course Bearing DWI-
l29 S 8638 20 E 26.21
LTO N 65'1329 E 19.SB
TRACT "A"
I, NORWOOD MARTIN MAYO, CERTIFY THAT THIS PUT 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 (CPS) OBSERVATIONS WERE PERFORMED TO THE
STANDARDS PART 2: STANDARDS FOR GEODETIC NETWORKS AT THE 2CM
ACCURACY CLASSIFICATION (95% CONFIDENCE) USING REAL TIME KINEMATICS,
OPUS
QNR, AND TRADITIONAL REVERSE; AND THAT THIS MAP MEETS THE
REEMENTS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN
NORTH CAROLINA (21 NCAC 56. 1600/� OF NOVDABERj, 2021
NORWOOD MARTIN MAYO. PIS
REGISTRATION NO.: L-1546
REMAINS OF OLD HEADWALL
SEE 1988 SURVEY
P.C. D. SLIDE 281
© ORIGIIUL SHORE IE '� ,
`.lay
ASVA�4-`r*�.i
z 3k
Nl,'71 Z
EA; U'LB�FFf
70' BOFf 2LLIR I l�f
JSB _ .. �llllDli�
FA 'IV r�lOWN ♦4F��'i
---------------
------------
JT2108
E r-'r
_
O
VIA11
Atl RUA7t#
^_
n R •_
I7.6'
/546 -
f7` ZONE 2
h
50, I9'
'S JTSJ E S 78_z ,� J° ],VZnAN BUFFER �� ...
Ow
tsQ• : PE68/0.y :�y
E SEAL
�2iae° 'tt9
2, J64
O•. °p'Qs
�w�00 MARS+''
a1411111NN11NN
c
oti �11
n
3
r-„
NO SUB -SURFACE EXCAVATION
IN THIS AREA
• PS,1W -' RIGINAL SHORE UNE
1-03-1964
NOTES:
1. THIS PROPERTY UES IN A (ZONE AE) ROOD 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 LOUD
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
MAJOR CAMA PERMIT 35-22 ISSUED
„ �TO SARGENT APRIL 2022 AUTHORIZED
MAINTENANCE EXCAVATION TO -5' BELOW NWL
THE STATE PLANE COORDINATES (SPC) FOR THIS PROJECT WERE PRODUCED WITH
STATIC CPS 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
DQ9D90 NCSO NCSO SWANQUARTFR2 CORS ARP
HORIZONTAL POSINONS ARE REFERENCED TO NAD-8.3(2011)(EPOCH:2010.0000)
VERTICAL POSHIONS ARE REFERENCED TO NAVDBB USING (GEOIDIB)
COMBINED FACTOR 0.999890BI.
ILA
Vrj
�
Original Tar -Pam Buffer
TRACT or
�
Existing Area For Zone 1
GO
g 2
41,775 SQ. FT.
Impervious Area For Zone 1
jQ
1 UQ
13,378 SQ. Fr.
Existing Area For Zone 2
�s
UQ 2 O
(�ry
29,330 SO. FT.
Impervious Area For Zone 2
r XY
CD
11,851 SO. FT.
lv CD
y
New Tar -Pam Buffer
r
9,
TRACT "A"
f o°�
New Area For Zone 1
�X
oImpervious
32,717 SQ. FT.
Area For Zone 1
r�231
A, 7'
=�,5
20,024 SO. FT.
r-el
New Area For Zone 2
y'm $
20,892 SO. FT.
yam=
Impervious Area For Zone 2
10,674 S0. FT.
CONTROL POINT 'B" N 78•r2'O3•
N= 659338.592 Fr. _72J,60'
E-2711057.378 Fr. Nam., r2'ai sVCpa ://F
w
">c'rw• D'wala�'1� >� �
ORIGINAL SITE
2.454 ACRES /
(106,896.2 SQ. FT.) co
a TRACT "C"
OLD IMPERVIOUS AREAS EXISTING TOP OF BANK
E" TO 'F' TO 'G"
CONDITIONS AREA
COMPACTED SOIL 50 043 50. FT.
PER CENT OLD IMPERVIOUS AREA: 46.8 %
DRAWN FROM AERIAL PHOTO
NFW IMPFRVIF111S AREAS
IMPROVEMENT
AREA
PROPOSED BUILDING
9,600 SQ. FT.
NEW GRAVEL DR.
12.111 SQ. FT.
NEW FUEL TANKS
300 SQ. FT.
TOTAL
22,399
PER CENT NEW IMPERVIOUS AREA: 15.7 %
COURSE
Bearing
Distance
L31
N 65'1519 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 5F4511 E
29.09
L36
50 E
S 73'26 '50,
30.66
ALL EXISTING IMPERVIOUS AREAS ARE TO BE
RIPPED AND RESTORED WITH SUITABLE TOP SOIL.
0 50 100 150
1 NORWOOD MARTIN MAYO, CERTIFY THAT THIS PUT 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. CUSS OF SURVEY: C
2. POSITIONAL ACCURACY: 2CM
3. TYPE OF GPS BELD 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. PUBUSHED/FIXED-CONTROL USE: OPUS
7. GEOID MODEL- GEOIDIB
e. COMBINED GRID FACTOR(S): 0.99989081
9. U S: US SURVEY FEET
NORWOOD MARLIN MAYO, PLS
REGISTRATION NO.: L-1546
• EXISTING IRON PIPE
0 EXISTING IRON PIPE 1.5" BROKEN OFF
0.5' BELOW GROUND. SET 5/8" REBAR
INSIDE OF PIPE.
® EXISTING 1' REBAR 5" HIGH
■ EXISTING 1.5" "H" POST
♦ EXISTING MAG NAIL
G EXISTING SEWER MANHOLE
® NO POINT SET
E7 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
® UTILITY STATION 0 30' INTERVAL
® PROPOSED BUILDING
UPLAND EXCAVATION
SUBSURFACE EXCAVATION
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 CONCERN
PTS AEC PUBLIC 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.
24"X36"
PRINT: 1 "= 50,
TEXT: 1 "= 40'
2021-122.CRD
2021-126GRID-MPOLDSHORELINEA.DWG

TRACT "A" TRACT "B" TRACT "C"
2.454 ACRES 0.369 ACRE 1.294 ACRES
BY COORDINATES BY COORDINATES BY COORDINATES
EXCLUDING RD. R/W EXCLUDING RD. R/W EXCLUDING RD. R/W
N/F N/F N/F
TJ'S LAUD DEVELOPMENT, LLC TXS LAND DEVELOPMENT, LLC TXS LAND DEVELOPMENT, LO
D.B. 2067. PO. 716 D.B. 2086. PG. 609 D.B. 2006. PG. 609
P.C. D. SUDE 281 P.C. D. SLIDE 281 P.C. D. SLIDE 281
GPIN W. 7615-09-9675
TOTAL TRACT AREA
4.117 ACRES
BY COORDINATES
EXCLUDING RD. R/W
8,q
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
NOTES:
I, NORWOOD MARTIN MAYO, CERTIFY THAT THIS PUT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY PERFORMED UNDER MY SUPERVISION
1. THIS PROPERTY LIES IN A (ZONE AE) FLOOD RISK AS SHOWN
DEED DESCRIPTION RECORDED IN DEFD BOOK 2067, PAGE 710 AND
D.8.2086, PC. 609; BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS
ss ,
.a G Rp 6
ON THE FLOOD INSURANCE RATE MAP OF BEAUFORT COUNTY 3720565
400 K. DATE JUNE is. 2020. BASE FLOOD ELEVATION 5 Fr.
OUND IN PLAT AND
IS�1:10.000INET ;
GLOBAL T
4O'FfBbIpA,,
2. SEE MODIFICATION OF MAJOR PERMIT NO. 115-18 ISSUED TO TXS LAND
THE RATIOOOFIP PRECISION AS ASTION
CALCULATED THATETHEI
POSITIONING SYSTEM (CPS) OBSERVATIONS WERE PERFORMED TO THE
s 9l'`Y
AGREEMENT
GRIENT� DATED MARCH IT. 2021,
NOTE PARAGRAPH L CAND I9 FOR LEASE SETTLEMENT
STANDARDS PART 2: STANDARDS FOR GEODETIC NETWORKS AT THE 2CM
€2'a SPj,L =
ACCURACY CLASSIFICATION (95X CONFIDENCE) USING REAL TIME KINEMATICS,
OPUS, AND TRADITIONAL OF THE REVERSE; AND THAT THIS MAP MEETS THE
STANDARDS PRACTICE FOR LAND N G IN
7� i
•F7 L•1546 •}?
�,'Ta
'N
O'A}t4N-Sum,,•`+
3. OLD SHORE LINES WERE PLOTTED USING PHOTOS FROM THE LOCAL OFFICE
OF THE USDA AND HISTORICAL AERAL NEWS.
NORTH CAREQUIREMROLINAF(21 NCAC 1600).THIS DAY OF NOVEMBER,2021
.0 0......
�77( �/i vrliy
ARMOR CAMA PERMIT 115-18 ISSUED
�OCTOBER 5, 2018 AUTHORIZED
NORWOOD MARTIN MAYO, PLS
REGISTRATION NO.: L-1546
MAINTENANCE EXCAVATION TO -6' BELOW NWL
GIA��/ MAJOR CAMA PERMIT 35-22 ISSUED
�111P TO SARGENT APRIL 2022 AUTHORIZED
SAP MAINTENANCE EXCAVATION TO -5' BELOW NWL
SHORELINE PLO17fD FROM AERIAL PHOTO SEE NOTE 0 E LINE
REMAINS OF OLD HEADWALL ONG NAL
SEE 1988 SURVEY
P.C. D. SUDE 281
SHORE LINE 3-2]-19]01&
SEE NOTE 3
p10gNAL SHORE E eJ l.,J
40 -03-1964 •_� (.eJ f e r.,J % r �sJ
NO 609-SURFACE IXGVATKIN
IN THIS AREA THE STATE PUKE COORDINATES (SPC) FOR THIS PROJECT WERE PRODUCED WITH
STATIC CAPS OBSERVATIONS AND PROCESSED WITH ON LINE POSITIONING USER
r_,J
EXCAyA ... - SERVICE (OPUS). THE NETWORK POSITIONAL ACCURACY OF THE OPUS DERIVED
�Fi'I°.' ' j • ' `r- �' TIES_` bk'''. `5�' FOaP-qrt 19 RMINAL SHORE LINE POSITIONAL INFORMATION 15 0.020M.
• '.',. 6iAigx 1_D3-1964
`K=�'A��`tq "G" •�'" �Yy ;•�•�';'7 �.y•" THE FOLLOWING CORS WERE USED BY OPUS
,•Fy` "'['^ .L2q `.^••• `s'' sJ PID DESIGNATION
"F" r-,! DN8741 NCWM WILUAMSTON 2 CORS ARP
,{ DL3071 NCCI CEDAR AND COBS ARP
.wI ,.• r e / ' \ EX. ', f25 ''` *'"''`'"',`'g �27�1970 L3a D09090 NC50 NCSO SWANOUARTER2 CORS ARP
1. pPo . �� . \U�� . J\g� FERJ �•�*��2�`hT.""yiv»,�' faJ�DµE UH !„J J � I rJ :-.J
BH•'• s 8^nm °oor •A. UPLAND ,f?B ,'°y HORIZONTAL POSITIONS ARE REFERENCED TO NAD-83(2011)(EPOCH:2010.0000)
2 �• s"att �P(?N 29,14 aGYA }O A y J VERTICAL POSITIONS ARE REFERENCED TO NAVD88 USING (GEOIDIB)
COMBINED FACTOR 0.99989081.
0 �• \ m 9 JF yY
_ - E1 E'"(� 'Y t/FL�PFM/ NEW "'0' TAR-p�R�0�, `� •�((��.� :,y�T�^• - �opm °N0 f F"P � _.. _.
_n r-,J ' '�•loN 'O
402 L pBH
_ N
TRAC _ Nfw /s• AEax s AEG r 7�
I 12 pRN _ S
4F LI I EX. 2 aa0f 4 4ipD>E •'sR • Q O O _ Nny ElY )6 ;W.0 �•_ ,aq.t 3�a
'T° BUT N 3D ZONf
� s w(a p� P �Q E•l�..�. O O O .
- zeauj _1� g`DLp t' I / IT
r �'0 r-nHAj�Bpl�'''`'''•'.F9q�uf_��•u• E,c z °°°r �L•A�' "•TD TAR_- mom//i
f`s0 C D-SGD�NE 30' 8Da`'E TAY
%. 1Bs7.;a 7TFN 1 -. •Ln� / •N s, L.'��'' .\
TRAVEL LIFT BAY
)
O
O
S 84.59.3p.
Al 68'39•,. f 8.06E
',J REF
20.99•
_
I p0aP0f. JJL
BoaJI zr, 4s3
01)T> afy�'F�,yJ,Te$��ACE 441
'
.
f 100.3v
_ S 7T47'
EAST
98. 9T ,I S
PANTNT O STRf30.
CONTROL POINT 'A' Nam_
j�
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
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
C.P. "A" TO C.P. "B"
S 4Bearing Distance
.2 52 E 538.43
TRACT "B"
EXISTING TOP OF BANK
'D' TO 'E"
Course Beann9 Distance
L29 S 8B'3.20 E 26.21
L30 N 65'1329 E 19.58
f
�00.53'
I�
TRACT "A"
EXISTING TOP OF
'B' TO 'C' TO 'D'
Course B.fing
BANK
DW.-e
L15
N 58.1/ 17 E
32.24
L15
N 66'2950 E
69'83
L17
L16
N W52 47
N SWO617 E
73.28
14.32
L19
S 324407 E
11.17
L20
L21
N 79'3345 E
N 20'06 45 E
8.
26.46
L22
N 7013 20 E
66.02
L23
L24
S 793433 E
S 68'2829 E
47.07
60.37
L25
S 707202 E
58.05
U7
L27
5T2700 E
N 6Y51 O1 E
2 6
3.4.44
US
8
S 55'2537 E
44.45
44
r,J -----------
rsy
-_
-----
7T2T
n
D8 E
W Q �
w
]i
0=p TAR PONE f •A
�Y�AA••dd
dR
1648 ��Spp �
i�S80. fT` ZONE 2.
E 49.72' 2 Jp TAR�pAN au
S
78.5� ry
O
l y
CONTROL POINT 'B'
N= 659338.592 Fr.
E.2711057.378 FT. 44.56
ORIGINAL SITE
2.454 ACRES
(106,896.2 SQ. FT.)
OLD IMPERVIOUS AREAS
CONDMIONS 1 AREA
COMPACTED SOIL 50.043 SQ. FT.
PER CENT OLD IMPERVIOUS AREA: 46.8 X
DRAWN FROM AERIAL PHOTO
NFW TMPFRVIr111C ARFAC
IMPROVEMENT
AREA
PROPOSED BUILDING
9,600 SQ. FT.
NEW GRAVEL DR.
12.499 SO. FT.
NEW FUEL TANKS
300 SQ. FT.
TOTAL
22.399 SO. FT.
PER CENT NEW IMPERVIOUS AREA: 15.7 %
Jig
Us
� TRACT "C"
EXISTING TOP OF BANK
"F' Tn "F" To 'n"
COURSE
Bearing
Distance
L31
N 65'15 19 E
45.42
L32
S 65'32 50 E
3.97
L33
N 60.3916 E
23.65
L34
S 87'43 50 E
14.36
55
S 58'4511 E
29.09
L36
S 7Y2650 E
30.66
ALL EXISTING IMPERVIOUS AREAS ARE TO BE
RIPPED AND RESTORED WITH SUITABLE TOP SOIL.
Original Tar -Pam Buffer
a=
AL p
TRACT "An
6, o
V ggasp
8 tl'
Existing Area For Zone 1
41.775 SO. FT.
J
g` �Of
Impervious Area For Zone 1
Zorn
13,378 SQ. Fr.
4f
Q
Existing Area For Zone 2
CC a
Z O
29,330 SQ. FT.
Impervious Area For Zone 2
11,851 SQ. Fr.
3
� J
LYN
Q
F/
New Tar -Pam Buffer
y�
"A"
TRACT
New Area For Zone 1
32,717 SQ. FT.
$�
Impervious Area For Zone 1
'V
W
20,024 SQ. Fr.
New Area For Zone 2
20,892 SQ. FT.
Impervious Area For Zone 2
10,614 SQ. FT.
0 50 100 150
I NORWOOD MARTIN MAYO. CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL CPS 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 CPS FIELD PROCEDURE: RTK, OPUS AND TRADITIONAL TRAVERSE.
4. DATES OF SURVEY: 11-09-2021 & 11-30-2021.
5. DATUM/EPOCH: NAD-83(2011)(EPOCH:2010.00DO)
6. PUBLISHED/FIXED-CONTROL USE: OPUS
7. GEOID MODELGOID18
8. COMBINED GRID FACTOR(S): 0.999B9001
9. U US SURVEY FEET ,y�y
NORWOOD MARTIN MAYO, PLS Y
REGISTRATION NO.: L-1546
• EXISTING IRON PIPE
® EXISTING IRON PIPE 1.5" BROKEN OFF
0.5' BELOW GROUND. SET 5/8" REBAR
INSIDE OF PIPE.
W EXISTING 1" REBAR 6" HIGH
■ EXISTING 1.5" "H" POST
♦ EXISTING MAG NAIL
®' EXISTING SEWER MANHOLE
0 NO POINT SET
8 SET 3/4" REBAR (1' HIGH)
SET MAG NAIL ON HEADWALL
0 SET 1.25" IRON PIPE
HW OLD HEADWALL:
C.P. CONTROL POINT
UTILITY STATION 0 30' INTERVAL
® PROPOSED BUILDING
SUBSURFACE EXCAVATION
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
PUBLIC TRUST SHORELINE, AEC
NWL
NORMAL WATER LEVEL +0.94' NAVD88
1Q
MAP REVISION
LIVE OAK TREE (Quercus Virginia)
O
DOGWOOD TREE (Connus llorida)
TOP OF PROPOSED PILE CAP
AT ELEVATION 3.60' NAVD88.
24'X36"
PRINT: 1"= 50'
TEXT: 1 "= 40'
2021-122.CRD
2021-126GRID-MPOLDSHORELINEAB.DWG