115-21 Oversized Plans

VICINITY MAP
(N.T.S.)
LAND OWNER/DEVELOPER:
Beacon Street Moss East, LLC
3304 Six Forks Rd.
Raleigh, NC 27609
P.O. Box 6474
Raleigh, NC 27628
LAND OWNER CONTACT:
Jim Wiley
[e-mail]
(o) 919-785-1445
(m) 919-795-3380
LANDSCAPE ARCHITECT/LAND PLANNER:
Scott Murray Land Planning, Inc.
Scott T. Murray, LEED-AP (NC Cert. No. 491)
274 Botetourt Ct.
Boydton, VA 23917
[e-mail]
(o&m) [phone]
ENVIRONMENTAL CONSULTING
Lassiter Environmental Consulting, LLC
Joseph Lassiter
Kill Devil Hills, NC
a [e-mail]
[phone]
SURVEYING
Mayo and Associates, P.A.
Martin Mayo
10121 US 17 Hwy S
Vanceboro, NC 28586
[e-mail]
(o) [phone]
(m) [phone]
(f) [phone]
Impervious Surface Areas(ISA) within CAMA AEC & Tar -Pam Buffers
30' CAMA AEC - Public Trust Shoreline + 50' Tar/Pam Buffer
CAMA AEC
Existing (sf)
Proposed (sf)
Variance (sf)
Total Area in 30' CAMA AEC
29,435
29,435
Total ISA in 30' CAMA AEC
2,102
1,850
-252
% ISA in CAMA AEC
7.1 %
6.3%
-0.9%
TAR-PAM BUFFERS
Total Area in 50' Tar/Pam Buffer (Note 1)
49,058
49,058
% ISA in Tar Pam Buffer
26.0%
23.5%
-2.55%
ISA wthin Tar/Pam Buffers
Existing (sf) Proposed (sf)
Variance (sf)
ISA within 30' Buffer/30' CAMA AEC
2,102
1,850
-252
ISA within 50' Buffer
10,665
9,665
-1.000
Total Combined ISA Area in Tar -Pam Buff
12,767
11,515
-1,252
Note 1: Area Tabulations above for 50' Buffer include also that which is within the 30' Buffer
TOTAL SITE
Total Site Area
298,03$
298,038
0
Total Site - ISA
220,846
166,000
-54,846
Total Site % ISA
74.1 %
55.7%
-18.4%
Note 2: Proposed Reduction Will Vary Slightly with Final Engineeriil
Marina Pier Area (malculations
Total Shoreline 980 SF
Max Permitted Area Factor 27 SF/LF
Total Permitted Area 26,460 SF
Marina Facilities (Including Opti€anal
Kayak Launch and End Shade
Structure)
Area of
Public
Trust
Waters
West Dock
7,980
SF
Central Dock
7,980
SF
East Dock
7,980
SF
Community Pier
1,533
SF
Total
25,473
SF
Note: Area Calculations Do Not Inlcude Portions of Piers
Used Only for Access From Land or Shoreline Access Walk.
W.ater
Total Shoreline Access Walk Length 930 LF
514 S. St. Access Walk Width 8.25 FT
Total Bulkhead length 1,130 LF
Washington, North Carolina 27889
Beacon Street Moss East, LLC
CAMA PERMIT
ABBREVIATIONS
AC
ACRES
MHW
MEAN HIGH WATER
ACC
ACCESSIBLE
MLW
MEAN LOW WATER
AEC
AREA OF ENVIRONMENTAL CONCERN
NWL
NORMAL WATER LEVEL
AKA
ALSO KNOW AS
NA
NOT APPLICABLE
B-B
BACK TO BACK
OC
ON CENTER
BC
BACK OF CURB
OG
ON GRADE
BOS
BOTTOM OF SLOPE
OHP
OVERHEAD POWER
BLDG
BUILDING
PE
POLYETHLYENE
BS
BOTTOM OF STEP
PROP
PROPOSED
BUA
BUILT -UPON AREA
PT
PRESSURE TREATED
BW
BOTTOM OF WALL
PTD.
PAINTED
CCA
CROMATED COPPER ARSENATE
PTSP
PRESSURE TREATED SOUTHERN PINE
S H E ET I N D EX
CI
CURB INLET
PVMT
PAVEMENT
CIP
CAST IN PLACE
PVT
PRIVATE
O.O
Cover Sheet
CLR
CLEAR
RCD
RESOURCE CONSERVATION DISTRICT
RCP
REINFORCED CONCRETE PIPE
1.0
Boundary Survey & Existing Conditions
C&G
CURB AND GUTTER
CONC
CONCRETE
RE
RIM ELEVATION
2.0
Project Site Plan
DBL.
DOUBLE
RR
RAILROAD
3.O
Preliminary Stormwater Plan
DI
DRAIN INLET
ROW
RIGHT-OF-WAY
DN
DOWN
R/W
RIGHT-OF-WAY
4.0
Shoreline Development Plan
DU
DWELLING UNIT
SD
STORM DRAIN
5.0
Marine Facilities Details
EG
EXISTING GRADE
SF
SQUARE FEET
EOP
EDGE OF PAVEMENT
SFS
SUBSURFACE FLOW SPREADER
6.0
Tar -Pam Buffer Impacts
EPS
EXPANDED POLYSTYRENE
SP
PARKING SPACE
ESMT
EASEMENT
SS
SANITARY SEWER
EXT
EXISTING (OR EX)
TBR
TO BE REMOVED
FES
FLARED END SECTION
TC
TOP OF CURB
F-F
FACE TO FACE
TCL
TOP OF COLUMN
FS
FINISHED SURFACE
TOS
TOP OF SPOPE
HC
HANDICAP
TS
TOP OF STEP OR SKID
HDR
HANDRAIL
TW
TOP OF WALL
HP
HIGH POINT
TYP
TYPICAL
ISA
IMPERVIOUS SURFACE AREA
VRP
VELOCITY REDUCTION PAD
LP
LOW POINT
WL
WATER LINE
LS
LEVEL SPREADER
LED
LIGHT EMITTING DIODE
LLDPE
LINEAR LOW DENSITY POLYETHYLENE
FEB 2 4 2021
DCM-MHD CITY

N
2019-050FINAL
STATE OF NORTH CARouNA FR INIINW PLAT TOTAL PROPERTY AREA
COUNTY OF BEAUFORT NOT TOR IATICN■ 010YEYA11IMa
THIS MAP/PLAT WAS PRESENTED FOR REGISTRATION AND RECORDED IN THIS SALES CR FINAL DESIGN. TRACT 11 A 11 , TRACT 11 B it & TRACT 11 C 11
TNIS M WIN 1S MI ELDCi[i IC FILE ��++ r
OFFICE IN PLAT CABINET , SLIDE THIS DAY OF FM Y1E1811M alr<Y. 6 .842 ACRES -ALL AV
2020 AT - -- -- M• a n Legend
D ■ R ■ 2033 , PG s 803 0,Z � � q North Carolina Floodplain Mapping Program
O 4 A y t Panels Flood Hazard Areas
P . C . J SLIDE 19 - 2 a 03 © Politioal Areas - AE
JENNIFER LEGGETT WHFIEHURST 8Y: �, O`t7 �! 4r4 F LL
i ' SOW �C'O r i - Stream Centerline f� Floodway(AE) ,
REGISTER OF DEEDS '�/DES D . B ■ 2042 , PG ■ 315 � � 4� +� � Cross Sections 0.2 Wo Chance Annual Flood Hazard ,
\ to
to
i'7-1'1-r Levee Future Conditions 196 Annual Chance Flood Hazard
REVIEW OFFICER ///!!! \ ` P . C , J , SLIDE 21 - 9 co Y
UNTY OF BEAUFORTOUNA / \ 0e
f D . B . 1828 , PG . 481
STATE OF NORTH CAR
COUNTY
I, REVIEW OFFICER OF �� , { \ SITE
BEAUFORT COUNTY, CERTIFY THAT THE MAP OR PLAT 70 WHICH THIS ' . .h // ' asp. ��; 414t PAUUCO
CERTIFICATION AFFIXED MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING.
REVIEW OFFICER DATE
A
TRACT "W
10
��41co
SEVEN
ERTOY LIE A TO &B"B 0 ACC -
SEVEN FOOT WIRE FENCE BORDERING
PROPERTY LINE "C" TO '0".
PRDPERTY ADDRESS:
515 WATER STREET
WASHINGTON, NC 27889
)
EXISTING 3/4' REBAR
®
EXISTING RAILROAD SPIKE IN CURB LINE
EXISTING EYE BOLT (2' NIGH)
EXISTING 7 FOOT WIRE FENCE
O
EXISTING MAG NAIL IN WALL FOOTING
O
EXISTING 1/2 ' REBAR
A
EXISTING MAG NAIL
®
EXISTING IRON PIPE
19
EXISTING RAILROAD IRON
0
SET 5/8" REBAR
NO POINT SET
WETLANDS
MAP REVISION
0 so
160 240
1, NDRWDOD MARTIN MAYO, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
DIRECTION AND SUPERVISION FROM AN ACTUAL SURVEY (A DEED DESCRIPTION
RECORDED IN BOOK 2033, PAGE 803 AND BOOK 2042, PAGE 315 AND P.C.
J, SLIDE 21-9); THAT THE ERROR OF CLOSURE AS CALCULATED BY LATITUDES
AND DEPARTURES IS 1:10,000; THAT THE BOUNDARIES NOT SURVEYED ARE
SHOWN AS BROKEN LINES PLATTED FROM INFORMATION FOUND IN BOOK
PAGE : AND THAT THIS PLAT WAS PREPARED IN ACCORDANCE TO
G,S. 47--30, AS AMENDED. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION
NUMBER AND SEAL THIS 24 DAY NOVEMBR, A.D. 2020.
NORWOOD MARTIN MAYO, PLS
REGISTRATION NO.: L-1546
THAT THE SURVEY IS OF AN EXISTING PARCEL OR PARCELS OF LAND
OR ONE OR MORE EXISTING EASEMENTS AND DOES NOT CREATE A
NEW STREET OR CHANGE AN EXISTING STREET,
NORWOOD MARTIN MAYO. PLS
REGISTRATION NO.: L-1546
Z
0
in
ry
6D'
PRELIMIRM PLAT
NOT FOR REOORDATION, CONVEYANMSe
SALES OR FINAL DESIGN.
THIS O'RAEIINS IS AH ELECTRONIC FILE
FOR VIEWING ONLY.
STRUCTURES
BUILDING
AREA
A
49,993.7.50. FT.
6
17 341.0 SO. FT.
It..
23 914.4 SQ. FT.
0
1.219.7 SQ.
SHEL. 1
349.4 SQ.
SHEL. 2
749.4 SQ. FT.
TOTAL
1 94,567.6
GRASSED OVER GRAVEL
LOCATION
AREA
NO. 1
17 467.6 SO. FT.
NO. 2
827.6 SO. FT.
NO. 3
2,657.2 SQ. FT.
NO. 4
2,278.0 SQ. FT.
NO. 5
1,432.8 SO. FT.
TOTAL
1 23,663.2Q.
CONCRETE AREAS
LOCATION
AREA
TORAGE
8,647.5 SO. FT.
RAMP 1
784.0 SO. FT.
P 2
261.4 SQ. FT.
SHEL 2
4 SQ.
C1
130.7 SO. FT.
C2
348.5 SO. FT.
C3
2,352.2 SO. FT.
TOTAL
13,2 3.7 SQ, FT,
GRAVEL AREAS
LOCATION
AREA
AREA iff
3,310.9 �SO. FT.
AREA 8
2,178.0 SO. FT.
AERA C'
1 132.E SQ. FT.
AREA "D"5T.3
TOTAL
I 45,302.8 SQ, Ff,
TOTAL IMPERVIOUS AREA
220846.4 SO. FT.
5.U7U ACRES
OF SITE IMPERVIOUS
NORFOLK SOUTHERN RAILROAD OR THEIR SUBCONTRACTORS OR LESSEE
HAVE NO RIGHTS TO THE USAGE OF ANY SPUR LINES ON THIS SITE.
SEE DEED BOOK 672, PAGE 337 FOR FEE TITLE TRANSFER,
Now: Carolina Coastal Railway (Formerly: Norfolk Southern Railroad)
ASPHALT AREAS
LOCATION1
AREA
AREA 411
34.281.7 SO. FT.
AREA #21
9,757.4 SQ.
TOTAL
44 039.1 SQ. FT.
NORFOLK SOUTHERN RAILROAD
RIGHT-OF-WAY
curve I Radius Tangent Length Delta Chord Chord Bear.
C1 1 1119.18' 133.08' 264.92' 1 13'33'45' 1 264.31' 1 S 84'04'08' W
WETLAND "A' BOUNDARY
"1t" Tn "1 " Tn "F2 Tn 'T" Tri "K"
Course
Searing
Distance
Vll
N 65"04'49" E
36.96
W2
N 65'04'49' E
21,06'
W3
N 7t'19'33" E
19.47'
W4
N 48'00'21' E
18.08,
WS
N 06'35'34" E
22.61'
W6
S 79'03'07' E
17.11'
W7
5 66'09'14" E
13.94'
V18
S 66'27'33" E
19.03'
W9
S 60'25'20" E
10,31•
11110
S 64'4a,24' E
76.10'
W11
S 68'17`59' E
53.33'
V112
S 83'18'27' W
234.74'
% 3
N 36"21'07" W1 t
46.59'
0.275 ACRE
11,979 SQ. FT.
WETLAND 'B" BOUNDARY
"F" Tn 'M1" TO "M" Tn 'F"
Course
searing
Distance
W12
5 23'15'36" W
13.03'
%V13
N 66'34'37' 1V
80.38'
%V14
N 64'62'26' 14
72.24'
m5
14 33422.11" E
13.44'
W16
8 64'52125' E
49.92'
W17
S 05'42'21' E
51.08'
W18
S 66748'3@' E
49.31'
0.045 ACRE
1.960 SQ. FT.
PROPERTY BOUNDARY
'F' TO 'F1"
Course searing Distance
81 1 8 23115'36" W 1 25.00'
EDGE OF PAMLICO RIVER
'G' TO 'H' TO 'J"
Course
Searing
Distance
R1
N 36'21'07" W
69.29,
R2
N 72'40'58' VI
1166101'
A3
N 74'07'01' W
129.34'
R4
S 88'04'43' W
90.21'
R5
S 70.13,09" W
62.36'
R6
N 65427'11" VI
65.64'
R7
S 84146'20' W
25.45'
R6
N 28139'07" W
40.80'
A9
N 48'35'04' W
137.31'
1110
N 51'44'35' VI
28.96,
Rif
N 69'44'37' VI
33.92,
R12
N 68'14'25" W
35.00,
R13
N 66"56'02' W
34.34'
SHORELINE PLOTTED FROM AERIAL PHOTOGRAPH
PROPERTY BOUNDARY
"E" TO "Fn
Course
Bearing
Distance
81
8 64'53'14' E
49.81'
82
S 64'52'25" E
49.92'
83
S 65'42'21' E
61.08,
B4
6 86'48'38" E
49.31'
TRACT "B"
'J" TO 'Ji" TO Jr TO 'J'
Course
Bearing
M- Distance
L1
S 26'27'48" W
15.53,
L2
N 53"54'10' W
8.48'
L3
N 89°3D'21' 11
12.90'
L4
N 41'29'07' W
16.16,
L5
8 74'59'55' IV
27,88'
L6
N 24'()E 7" E
36.43'
L7
S 53'01`06' E
68.68'
OWNER / DEVELOPER:
BEACON STREET MOSS EAST, LLC
PO BOX 6474
RALEIGH, NC 27628
C/O JIM K. WILEY MANAGER
PHONE: [phone]

Se
1
I i
Zoning: 131H
�'� See Boundary Survey fc
�4 �/ Ownership
C2
�J I\
— -T J I III III
A
2
,,.,-,Pvt. Alley'A' (20' Pvmt. in 22' R/W)
Zoning: RHD
See BoundarySurvey for Adioining
Ownershio
Edna Lane (Pvt. Proposed) (25' B-B in 33.5'
37
36
50
Ln
M
m
m
CL
in
0
a
0
L_
a
cu
N
a1
E. Water Street (Pvt. Proposed) (27' B-B in 42' R
3 4 5
7 8 9 10 11
Moss East Common Area
Proposed Kayak Launch
— CL7
Proposed Docks See Sheet
5.0 For Details
M
pm�
W
O W
X
N 0
Q 2
= a
a a
35 1 34
12
CC
U
a
0
U)
X
W
4J
E
M
C
a,
cc
4i
0
3
0
L
m
iQ
�L
N
L
L
E
29
' << 28
O
LL
LU
.E
30
a
a.
a 31
33
Existing ISA Limits --
Proposed Bulkhead & ,
Resident Slip Access + • • •
Walk See Sheet 5.0 i w�
For Details
L
CCE
PAMLICO RIVER
32 ��� �Il� 13
0'
Approximate Location of Ex. Tree (Typ.)
Zoning: RHD
See Boundary Survey for Adjoining
Optional Pvt. Alley'D' (14' Pvmt. in 16' R/Vv)
27 26 25 24 23 22 21
arlotte St. (Pvt. Proposed) (25' B-B in 33.5'
' 15 I 16 ' 17 I 18
14
— Existing ISA
— 50' Tar/Pam Buffer
1
Existing Shoreline (NWL)
30' Tar/Pam Buffer & 30' CAMA AEC <
Moss East Common Area
• Proposed Bulkhead
_ Proposed Resident Slip Access
— Walk (Optional)
Proposed Resident Slip Access --
Walk (Optional)
Proposed Docks See Sheets
5.0 For Details
09
/C7
0/
0 40 :0 120 FT
U1
Q
0
v
C
cc
U_
a
Ln
x
W
Ln
v
0
Chg rlotte Street
imr,rovements are located
on Property owned by the
City+ of Washington. Future
imr)rovements will be
subject to a forthcoming
agreement between the
de, eloper and the City of
Washington.
Limits of Construction
Weiland Impacts
°` �--- 16' x 16' Observation
Platform (Optional)
Subject to CAMA
Approval
Moss East Common Area
REVISIONS
# BATE DESCRIPTION
1 1-19-21 Sheet Formatting, CAMA AEC, recreation
area highlighted, shoreline (NWL) labeling
General Notes
1. Reference Detail 10/Sheet 6.0 For Typical Lot Dimensions.
2. Reference Detail 9/Sheet 6.0 For Lot 51 Commercial, Office and/or
Residential Layout Detail.
3. All Proposed Intersections of Two -Streets Will Accommodate Site Triangles
Per Detail 8/Sheet 6.0.
4. Reference Details 1-4/Sheet 6.0 For Typical Street Sections.
5. Minimum Street Pavement Sections Will Conform To City of Washington
Maunal Of Standard Designs and Details for Low -Volume Private Streets.
6. Sidewalk Concrete Specifications Will Conform To City of Washington
Manual Of Standard Designs and Details. Alternate Sidewalk Materials
(Brick, Pavers, Etc.) May be Substituted for Concrete At the Developer's
Discretion.
7. Total Proposed Lots 51.
8. Construction of the proposed marina boadwalks and docks are optional at
Developer's discretion and subject to CAMA approval.
9. Recreation Area Proposed (.8 Acres) Includes .25 Ac Area of Wetlands
Reference Key: Detail 3/6.0
Detail Number RECEIVED
Sheet Number
FEB 5 2021
2' Contours Source - NC One Map Corrected To Field Sury
SHEET TITLE: PROJECT SITE PLAN
PROJECT:
290 "MOSS EAST"
515 WATER STREET WASHINGTON, NC 27889
[phone] NC License No.: 491
SCOTT MURRAYLAND PLANNING, INC.
Landscape Architecture, Land Planning
274 BOTETOURT CT. BOYDTON, VA 23917
DATE: 12-1-2020 SCALE: 1 "= 40' PROJ. NO.: 2020-311
STATE: NC COUNTY: BEAUFORT TWP: WASHINGTON

LEGEND
0 Drain Inlet (DI)
Curb inlet (CI)
Level Spreader
♦-'-'-°'°'°' Subsurface Flow Spreader (SFS)
Break Point & Flow
x
tit
— — 10
1 k
a�
cc
0
Ln
a�
E
c�
c
_-__e---12--
3 Brown St. Off -Site Water
O
L
AREA 'C'
+ + m
10 _
50 49 -EX-1 8
CI-17
u CI-20 MCA Optional Pvt. Alley'D' DI-8
Proposed Edna Lane Ln Stormdrain Pipe (Typj
CI-18 15" RCP 0 „ Rc` CI-2
-' 15 t
8 + +
2%
44 45 �_ __ 28
1 � /
m AREA ' C' 10' Storm Drain Easment Typical
e
Q+� 4 +--► g Stormdrain Pipe (Typ
43 46 +--►
a
� T
.i-- + --► Li °J CI-22
42 4
a 24" RCP ' ••
v +
40 x DI-4 +--► 7Q +—► 31 �� CI-11—
ti
•� �1 41 a 4 DI-6 12" PE
CI-10
39 CI-3 DI-7 CI-9
t DI-5 t x 13
AREA'A' + + + AREA'C' + + �, 2 �I
{
1■
`-- Subsurface Flow Spreader
Stormwater Easement
Proposed Redevelopment -Area - No Net Increase —
of Impervious Surface Area Within 50' Tar/Pam
Buffer Proposed
8 8 8 8
:�_50' Tar -Pam Buffer 1
30' Tar -Pam Buffer/30' CAMA AEC °
8 8 8 8
° 8 8 8 8
8 8 8 8
e a e s
8 8 8 8
8 8 8 8
PAMLI CO RIVER
18" PE
+ I
Proposed Charlotte Street
vim_,
5
1
z
O
Ln
x
4.
0
M
Discharge to Wetland
Proposed F.E.S. & V.R.P.
or Level Spreader —
SUMMARY OF DRAINAGE AREAS
AREA
SIZE (SF)
SIZE (AC)
A
40,893.0
0.9
B
74,715.0
1.7
C
292,006.0
1 6.7
TOTAL
407,614.0
1 9.4
Impervious Surface Areas ISA within CAMA AEC & Tar -Pam Buffers
30' CAMA AEC - Public Trust Shoreline + 50' Tar/Pam Buffer
CAMA AEC
Existing (sf)
Proposed (sf)
Variance (sf)
Total Area in 30' CAMA AEC
29,435
29,435
Total ISA in 30' CAMA AEC
2,102
1,850
-252
% ISA in CAMA AEC
7.1 %
6.3%
-0.9%
TAR-PAM BUFFERS
Total Area in 50' Tar/Pam Buffer (Note 1)
49,058
49,058
% ISA in Tar Pam Buffer
26.0%
23.5%
-2.55%
ISA wthin Tar/Pam Buffers
Existing (sf)
Proposed (sf)
Variance (sf)
ISA within 30' Buffer/30' CAMA AEC
2,102
1,850
-252
ISA within 50' Buffer
10,665
9.665
-1,000
Total Combined ISA Area in Tar -Pam BuffE
12,767
11,515
-1,252
Note 1: Area Tabulations above for 50' Buffer include also that which is within the 30' Buffer
TOTAL SITE
Total Site Area
298,038
298,038
0
Total Site - ISA
220,846
166,000
-54,846
Total Site % ISA
74.1 %
55.7%
-18.4%
Note 2: Proposed Reduction Will Vary Slightly with Final Engineering
REVISIONS
# I DATE DESCRIPTION
1 12-20-20 Sheet Formatting, 30' CAMA AEC, buffer
impacts updated
/ RECEIVED
FEB 5 2021
034 Goo
General Notes
�o 1. Contour interval Shown 1'
4 O 2. Proposed Impervious Surface Area is
�? Preliminary and Subject to Change. SHEET TITLE: PRELIMINARY STORMWATER PLAN
o„
10 PROJECT:
.0-
"MOSS EAST"
390
515 WATER STREET WASHINGTON, NC 27889
[phone] NC License No.: 491
0 40 80 120 FT SCOTT MURRAYLAND PLANNING, INC.
Landscape Architecture. Land Planning
274 BOTETOURT CT. BOYDTON, VA 23917
DATE: 12-1-2020 SCALE: V= 40' PROJ. NO.: 2020-311
STATE: NC COUNTY: BEAUFORT TWP: WASHINGTON

2 Key to Pictures
Moss Landing
PaseI&II j
I(
I j
I
I
i
-.Moss Landing
-- -1 I
City of Washingtor
Stormwater BMP
�C?
,
Moss Landing Marina Future Docks
M
Existing Impervious Surface Area (Surveyed)
Proposed Build -To -Line - No Net Increase of
00010
Impervious Surface Area Within AEC Proposed
10' Tar -Pam Buffer
1
30' Tar -Pam Buffer - 30' CAMA AEC
I
— Property Line - Same As Shoreline (NWL).
Limits of Existing Metal Building
-3.5'
Kayak Launch (Typ)
See Detail 12/5.0 N -4.5�'
-3.5' - 6.MZFir[eJStand Pipe - Locate Within 150' of Pier --
O End As Required by Fire Marshal (Typ) --
N±i Community Pier
West DOC\� �p
C mmunit Pier See r"I
1
o y
�-] Details Sheet 5.0
Existing 3.5-5' Depths at NWL
Piling Removal Proposed
' NOTE: SOUNDINGS BASED ON
-45
� 4.� 5
i
32'
Existing Impervious Surface Area (Surveyed)
Q —
�� N
PAMLICO RIVER
CL of Inbound Channel at Bridge
Is Located 540' SW From This Point
See Inset This sheet
■� l� ll� w
000
127'
■� IN
�■
�1 I■il)� ��
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1111111 I
Proposed Fixed Docks w/ Lifts (optional)
See Sheet 5.0 for Details
Wetland Impact Proposed for Street
Construction -1,400 sf (1/30 ac)
--404 Wetlands
''— I —
Wetland Impact Proposed
4,356 sf (1/10 ac)
1
Property Line - Same As Shoreline (NWL)
Bulkhead Located 2' -6' Waterward From NWL
As Determined by CAMA Field Personnel
— 8'-3" Resident Slip Access
Walk to Follow Shoreline
Marina Pier Area Calculations
Total Shoreline
980
SF
Max Permitted Area Factor
27
SF/LF
Total Permitted Area
26,460
SF
Marina Facilities (Including Optional
Kayak Launch and End Shade
Structure)
Area of
Public
Trust
Waters
West Dock
7,980
SF
Central Dock
7,980
SF
East Dock
7,980
SF
Community Pier
1,533
SF
Total
25,473
SF
Note: Area Calculations Do Not Inlcude Portions of Piers
Used Only for Access From Land or Shoreline Access Walk.
Total Shoreline Access Walk Length
930
LF
Access Walk Width
8.25
FT
Total Bulkhead length
1,130
LF
INSET EXHIBIT
General Notes
1. The Proposed Marina Facilities are for Resident Use Only. No Additional Parking is
Proposed. Condominium Ownership is Being Proposed.
2. All Soundings and Pier Elevations Noted Are Relative to NWL
3. Dock Lengths Are Measured From the Outermost Point of the Access Pier
Connection to the Proposed Boardwalk.
4. The Proposed Location of the Community Pier May Exchange with that of the
Central Pier.
5. Final Boardwalk and Dock Construction May Be Phased or Reduced At
Developer's Discretion.
6. Pier and Boardwalk Decking Shall be Concrete Hog Slats (Wood Decking and
Substructure May Be Substitued At Owner's Discretion) - See Sheet 5.0 Marine
Facilities Details
7. Pile Extensions Above Finished Decking Optional At Owner's Discretion
8. All dimensions and design configurations are approximate. Final field adjustments
may vary with the approval of CAMA Representative.
9. Proposed Marine Facilities are Optional and May be Phased at the Developer's
Discretion According to Approved Permits.
W ETLAN
f
Boat Slip Access Walk
Bulkhead -
Section Thru 404 Wetland Fill
1 1" = 10'-0"
oss Ea
All Piling to Be Removed Within This Area
PAMLICO RIVER
Limits of Piling Removal Area
0 40 80 120FT
Observation Platform
(Optional)
Final Location To Be
Adjusted In th Field
With CAMA Approval
Line For
Street Curb
1.5' 8'-3" Beyond
----- -- -- 404 Wetland
Level Spreader -
Discharge
0
REVISIONS
DATE DESCRIPTION
1 12-20-20 Sheet Title & #, Riparian Setbacks, AEC
corrected, piling removal clarification,
shoreline (NWL) clarification, adjacent
marina distance measurement
2
#11-19-21 Integrate Kayak Launch with Piers; add
summary calculations & wetland fill section
RECEIVED
�..FEB 20Zi
SHEET TITLE. Shoreline Development Plan
PROJECT:
"MOSS EAST"
515 WATER STREET WASHINGTON, NC 27889
[phone] NC License No.: 491
SCOTT MURRAYLAND PLANNING, INC.
Landscape Architecture. Land Planning
274 BOTETOURT CT. BOYDTON, VA 23917
DATE: 12-1-2020 SCALE: 1"= 40' PROJ. NO.: 2020-311
STATE: NC COUNTY: BEAUFORT TWP: WASHINGTON
4e0

See Sections 6&7/5.0 fog
Pier Detail vI
Varies - 52' +/- AverageSee Plan for Total Pier Pength 8'-3" 6' L�
2'
7-1
5% Slope (or Ramp at 1:12 Slope)
r _"t
ti
�\
f \
f f \
Select Backflll VAA�\
v / f 1
v \\ i Rubble ToRe main � Existing ubbe / r �
\Where, Practical
%A �
Proposed Fill Below NWL
Proposed Pier w/ Lifts (Optional) Vertical Vinyl Bulkhead with
0 8'-3" Boardwalk Proposed
0
a�
�n
hru Bulkhead, Boardwalk and Pier(:D�ect�ion
56'
24' - — 24'
SIopE Pier at 5% +/- To Boardwalk _ o
(or Rump at 1:12 Slope)
Fire Staid Pipe & 4' x 10' Access Are —
Locate 4'Vithin 150' of Dock End As —
Required by Fire Marshal
Corner Pier Gusset Decking (Optional)
EDQ.
k7
N
i
Dock Boxes (Options' ED --
i
N. T
Water/Pedestal Llgh i� li II
M —
__ •
•
in
M
M —
Lift Control + 11ov-FI
--
Mtd. On Piling
Boat Lifts Optional • ! •
See Detail 4/5.0 • �! ��'I-- (I •
r EE -
0
Ln
zo
.............
N _
o
Shade Structure (Optional)
12' To Match Community Pier
See Details 9-11/5.0
Typical Dock Lam 60'
3 :V = 20'-0"
Ramp To Floating
Area Calculated in Sui
Access Pier - See Overajl.__�
Site Plan for Length
Guide P
Metal Roof @ 4/12 Pitch
Exposed Rafters
See Section 11/5.0 For Details
i»
1 8" Sq. Columns
Floating Docks Sections
Secured with 10: Guide Piles Ramp To Floating Dock Sections
10" Round Piling
NW
Zn 10" Round Piling
v
Roto Molded PE Floatation See
9 Community Pier End Elevation Notes for Details
1/8 = 1'-011
Floating Kayak Dock (Optioi
:n
m
FD
81_'-3" 1.5' 6'
D
\ '? / // /l,
A 2'
777
in
M
r
E & F ��\V\\ \\ \, a _+
FcT--\ \\� l \\\
G \%� �yv\ .•,,�A�v�% ,AA \V„�
r
y 1 /
NWL
A - 2 x 8 PT SP Decking
001. B - 4" x 6" PT SP Stringers
-10" Round Piling
D- Optional: LED Utility Light
//✓ /� /� /f / /� / / / K E - 3 4" Bolts T
ii\ F - 3" x 8" x 16" Wood Block - See Detail 6 & 7/5.0
/ \f � / / G - Vertical Vinyl Bulkhead - Extend Decking for Cap
/
� ° H - Deadman System @ 5'-4" O.C. Or Per Manuf.
Specifications I - Select Backfill
J - Proposed fill Below NWL
K - Existing Concrete Rubble to Remain Whre Practical
ionThru Wood Boardwalk& Bulkhead L-s'xs'concreteHogslats
(:j��e
1/4- 1'-0" M - s" x 8" Wood Stringers
N - 2" x 8" Outer Wood Band
4 Boat Lift Typical
N.T.S.
Community Pier Layout 10
8" x 8" Wood
8" x 8" Woo"
3"x8"x16`
(4
1�
Proposed Optional Boat Lifts
By Boat Lifts US or Equal
6 Typical Section thru Pier and Boardwalk
3/8 = 1 -0
20'
o' 10" Guide Piles (Typ)
® Floating Dock See Details
9/5.0 & 10/5.0 For Section
2-3 Risers
0o
I I it
\_
Fixed Pier Access Way
GyKayak�aluncSc:l= ale 20'-0"
10 Community Pier Side Elevation
1/8 = 1-0
2'
U \V
Jo `
SPrtion thru Hog -Slat -Boardwalk & Bulkhead
1/4" = 1'-0"
etal Roof over Peal & Seal over
8"cqx over 2x8 rafter @ 4:12 Pitch
0" overhang from Face of Beam to tip of T
A PT #1 w/ Copper Flashing
(posed 2x8 Rafter tail
:6 V-Groove Ceiling
ocking
10 Beam, align with Column Shaft
L/2" x 2 1/2" PT #1 Capital
between Outer 2x10 Members, raise up 9
)lump Base Mould, SL2CBMNC
Space
ass Elead, SLGB2
" Square Column
(4 x 6 S.E. IPE
K4 Ripped to 2 1/2
3/4" W x 1 1/2" H (2x4 ripped in half)
x6PT#1
x4PT#1
x 4 Post
/4 x 4 @@ 6" o.c.
ase Column Mould, SL2CBM
x3 PT #1
(4 x 6 Eased Edge PT Decking,
ope 1/4" per foot, minimum
K beaded, ripped to 2 1/2"
K12 Band
orch Framing
ew & Existing Round Pilings
11 Community Section
1/2" = 1'-0,
2" x 811
Alternate [
Outer Wood Bai
8"
3" x
General Notes -1elative to NWL
1. All Soundings and Pier Elevations Noted Are most Point of the Access Pier
2. Dock Lengths Are Measured From the Outerr
Connection to the Proposed Boardwalk.
3. All Facilities Shall Comply with the NC Building Code - Chapter 36 Docks,
Piers, Bulkheads and Waterways Structures'
4. Pier and Boardwalk Decking Shall be Concrete Hog Slats (2 x 6 Wood Decking
and Substructure May Be Substituted for Hog Slat Decking at Owners
Discretion)
5. Pile Extensions Above Finished Decking optional At Owner's Discretion
6. Handrails Optional As Required or At Owners Discretion
7. All Structural Wood Shall Be CCA Pressure Treated As Allowed for Marine
Use
8. All Hardware Shall Be Glavanized or Stainless Steel
9. All Floating Docks Shall Be Wood or Aluminu►n Structure - Banded with 2
A
PTSP (Pressure Treated Southern Pine) - To Match Appearance of Piers
10. Floatation Shall Meet The Following Specifications
- Rotationally Molded Outer Shell .150 Nominal Thickness
-100% Virgin Grade LLDPE and EPS
- EPS Foam Filled
-15 Yr.. W rra my
11. All dimensions and design configuration are approximate. Final field
adjustments may vary with the apporval of CAMA Representative.
12. Optional Boardwalk Bollard/Piling Extension & Lighting - Maxlite JJW14130
LED Vaporproof Jelly Jar, 14.5watts, 3000k, 14100453 or Equal- Provide
House Side Shielding As Needed
13. Mid -Level 6 x 6 or 4 x 6 Waler and Deadman System - 2' x 2' x 8" Concrete
Deadmen
C /d II .. 1'11 f--1.- 0-. , -4. CI Afl P► r — o— ,„.,.Uf. Recommendations
� 8.25'
7 Typical Section thru Pier
3/8" = 1'-0"
Exterior Railing
5/" x 6 IPE
1x4 ripped to 21/2" 13/4" W x
(2x4 Ripped in half)
OUTSIDE INSIDE
5/4 x 4 @ 6" o.c.
REVISIONS
# DATE DESCRIPTION
12-20 20 Sheet title & #, add details and sections,
1x4 1 delete kayak docks
2 1-18-2021 Details 9/5.0 &10/5.0 revised elevations;
add Dtail 12/5.0
RECEIVED
FEB 5 2021
SHEET TITLE: Details -Marine Facilities
PROJECT:
590 "MOSS EAST"
515 WATER STREET WASHINGTON, NC 27889
[phone] NC License No.: 491
RAYLAND PLANNING,. INC.
SCOTT MUR
Landscape Architecture. Land Planning
274 BOTETOURT CT. BOYDTON, VA 23917
DATE: 1-18-2021 SCALE: As Shown PROD. NO.: 2020-311
STATE: NC COUNTY: BEAUFORT TWP: WASHINGTON

1 — Moss East - ------
Existing Industrial Use
404 Wetlands
-- Limits of Existing Metal Building TBR
I
Existing Impervious Surface Area TBR (Surveyed)
-- - Property Line
Limits of Existing Metal Building TBR
Moss Landing
j 50 Tar -Pam Buffer I
Phase I&II
Property Line -Shoreline (NWL)
/ 30' Tar -Pam Buffer/30' CAMA AEC 1
f f Impervious Surface Areas ISA within CAMA AEC & 7ar--Pam Buffers
30' CAMA AEC - Public Trust Shoreline + 50' Tar/Pam Buffer
Limits of Existing Metal Building TBR CAMA AEC Existing (sf) Proposed (sf) Variance (sf)
�► Total Area in 30' CAMA AEC 29,435 29,435
Total ISA in 30' CAMA AEC 2,102 1,850 -252
/o ISA in CAMA AEC 7.1 /0 6.3 /o -0.9 /o
TAR-PAM BUFFERS
/VA Total Area in 50' Tar/Pam Buffer (Note 1) 49,058 49,058
i O % ISA in Tar Pam Buffer 26.0% 23.5% -2,55%
ISA wthin Tar/Pam Buffers Existing (sf) Proposed (sfl Variance (sf)
1 S ISA within 30' Buffer/30' CAMA AEC 2,102 1,850 -252
ISA within 50' Buffer 10665 9,665 -1,000,
' Property Line -Same As Shoreline (NWL) � O Total Combined ISA Area i Tar -Pam 11
I
1 EXISTING TAR-PAM BUFFER ISA/BUA 0 40 80 120 FT n a am Buff 12,767 515 -1,252
' P A M L I C O RIVER Note 1: Area Tabulations above for 50' Buffer include also that which is within the 30' Buffer
TOTAL SITE
Total Site Area 298,038 298,038 0
Total Site - ISA 220,846 166,000-54,846
Wetland Impact Proposed for Street Total Site %ISA 74.1% 55.7% -18.4%
Construction - 1,400 sf (1/30 ac) Note 2: Proposed Reduction Will Vary Slightly with Final Engineering
,
—,Wetlands
404 Wetland Impact Proposed
/h I MOSS East 4,356 sf 1 10 ac
( / )404 WETLANDS
Proposed Residential Lots - -
1 ----
I i -
I 6.0
fill
1'' f Property Line
j Existing Impervious Surface Area (Surveyed) —
�� REVISIONS
# DATE DESCRIPTION
12-20-20 Sheet Title & #, Riparian Setbacks, AEC
/f 1 corrected, shoreline (NWL) clarification,
MOSS La nd I n / 1 buffer impacts updated
Property Line - Same As Shoreline (NWL)
Phase I & II �� ,50Tar-Pam Buffer
1
30' Tar -Pam Buffer/30' CAMA AEC
y ENED
_ - = Bulkhead Located 2' - 6' Waterward From NWL
/ R As Determined by CAMA Field Personnel��
x .
Reference Sheet 5.0 For Proposed Marine Facilities
SHEET TITLE:
Tar -Pam Buffer Impacts
/ Open Slatted (Pervious) Decking ; ��(j
PROJECT:
'J
Limits of Existing Metal Building
"MOSS EAST"
/ �
Proposed Redevelopment -Area - No Net Increase and BUA/ISA 6sO
1 �"' 515 WATER STREET WASHINGTON, NC 27889
/ of Impervious Surface Area Within 50' Tar/Pam Property Line - Same A Shoreline N S
Buffer or 30' CAMA AEC Proposed p Y s e e (NWL) O�
[phone] NC License No.: 491
0 40 80 120FT SCOTT MURRAYLAND PLANNING, INC.
ROPOSED TAR-PAM BUFFER ISA BUA Landscape Architecture. Land Planning
P A M L I C O RIVER 041
, „ l 274 BOTETOURT CT. BOYDTON, VA 23917
� = 40 -0
DATE: 12-1-2020 SCALE: 1 "= 40' PROJ. NO.: 2020-311
,� STATE: NC COUNTY: BEAUFORT TWP: WASHINGTON