100-21 Oversized Plans

It
Vicinity Map
1" = 60'-0"
LAND OWNER/DEVELOPER:
Beacon Street Develoment Co., Inc.
3304 Six Forks Rd.
Raleigh, NC 27609
P.O. Box 6474
Raleigh, NC 27628
LAND OWNER CONTACT:
Jim Wiley
iwilevfteacon-street.com
(o) 919-785-1445
(m) 919-795-3380
ABBREVIATIONS
AC
ACRES
MHW
MEAN HIGH WATER
LANDSCAPE ARCHITECT/LAND PLANNER:
ACC
ACCESSIBLE
MLW
MEAN LOW WATER
Scott Murray Land Planning, Inc.
AEC
AREA OF ENVIRONMENTAL CONCERN
NWL
NORMAL WATER LEVEL
Scott T. Murray, LEED-AP (NC Cert. No. 491)
AKA
ALSO KNOW AS
NA
NOT APPLICABLE
274 Botetourt Ct.
B-B
BACK TO BACK
OC
ON CENTER
BC
BACK OF CURB
OG
ON GRADE
Boydton, VA 23917
BOS
BOTTOM OF SLOPE
OHP
OVERHEAD POWER
[e-mail]
BLDG
BUILDING
PE
POLYETHYYENE
(o&m) [phone]
BS
BOTTOM OF STEP
PROP
PROPOSED
BUA
BUILT -UPON AREA
PT
PRESSURE TREATED
ENVIRONMENTAL CONSULTING
BW
BOTTOM OF WALL
PTD.
PAINTED
Lassiter Environmental Consulting, LLC
CCA
CROMATED COPPER ARSENATE
PTSP
PRESSURE TREATED SOUTHERN PINE
CI
CURB INLET
PVMT
PAVEMENT
Joseph Lassiter
CIP
CAST IN PLACE
PVT
PRIVATE
Hills,
Kill Devil Hills, NC
Kill Devil
CLR
CLEAR
RCD
RESOURCE CONSERVATION DISTRICT
aiLcom
C&G
CURB AND GUTTER
RCP
REINFORCED CONCRETE PIPE
(ml(252) 202-3800
CONC
CONCRETE
RE
RIM ELEVATION
DBL.
DOUBLE
RR
RAILROAD
DI
DRAIN INLET
ROW
RIGHT-OF-WAY
SURVEYING
ON
DOWN
R/W
RIGHT-OF-WAY
Sorrell Land Surveying, Inc.
DU
DWELLING UNIT
SD
STORM DRAIN
Hugh Sorrell
EG
EXISTING GRADE
SF
SQUARE FEET
107 Union Drive, Suite 101
EOP
EDGE OF PAVEMENT
SFS
SUBSURFACE FLOW SPREADER
Washington NC, 27889
EPS
EXPANDED POLYSTYRENE
SP
PARKING SPACE
haslandsurveVinga)yahoo.com
ESMT
EASEMENT
sS
SANITARYSEWER
(m) [phone]
EXT
EXISTING (OR EX)
TBR
TO BE REMOVED
FES
FLARED END SECTION
TC
TOP OF CURB
FFE
FINISHED FLOOR ELEVATION
TCL
TOP OF COLUMN
F-F
FACE TO FACE
TOS
TOP OF SPOPE
FS
FINISHED SURFACE
TS
TOP OF STEP OR SKID
HC
HANDICAP
TW
TOP OF WALL
HDR
HANDRAIL
TYP
TYPICAL
HP
HIGH POINT
VRP
VELOCITY REDUCTION PAD
ISA
IMPERVIOUS SURFACE AREA
WL
WATER LINE
LP
LOW POINT
LS
LEVEL SPREADER
LED
LIGHT EMITTING DIODE
I► 1 ` `
LLDPE
LINEAR LOW DENSITY POLYETHYLENE
Water
202 E. Front St. ('aka Water St)
Belhaven, North Carolina 27810
Beacon Street Development Co., Inc. or Assigns
CAMA MAJOR PERMIT
February 2, 2021.
Revised April 23, 2021
Parcel PIN Numbers: 7605-69-9132, 7605-78-1935, 7650-78-0943
SHEET INDEX
0.0 Cover Sheet
1.0 Boundary Survey & Existing Conditions
2.0 Preliminary Site Plan
3.0 Preliminary Stormwater Plan
4.0 Shoreline Development Plan
5.0 Tar -Pam Buffer Impacts
6.0 Marine Facilities Details
Beaufort County, NC
Disclamer:
Beaufort Coum c online map access is provided as a public service, as is, as
available and without warranties, expressed or implied. Content published on
this website is for informational purposes only and is not intended to constitute a
legal record nor should it be substituted for the advice or services of industry
professionals. ` lw County of Beaufort and the Website Provider disclaim all
responsibility and legal liability for the content published on this website. The
user agrees that Beaufort County and its Assigns shall be held harmless from all
actions, claims, damages or judgments arising out of the use of County data.
beaufonne.agdmaps.com
50 m I Scale
1:23 1
1712 0 m
200 ft Scale 1:2399
GPIN : 7605-69-9132
GPINLONG : 7605-69-9132
NAME": PANTEGO CREEK LLC
NAME2 :
ADDRI : 416 POLLOCK STREET
CITY: NEW BERN
STATE:NC
ADDR2:
ZIP: 28560
PROP _DESC : 1 LOT FRONT
STREET
LAND_VAL : 590400
PIN-1 : 10008015
BLDG_VAL : 26013
DATE: 7/24/2014
TOT_VAL : 616413
DB_PG: 1850/00087
TAXABLE_VA : 616413
STAMPS:
DEFR VAL : 0
SALE _PRICE: 0.00
PREV_ASSES : 3287722
REIDI : 29637
ACRES: 3.29
PROP ADDR : 202 E WATER ST
TOWNSHIP: 10
MBL : 76050723
Marina Pier Area Calculations
Total Shoreline (Note#1)
1,021.4
LF
Max Permitted Area Factor
27
SF/LF
Total Allowable Public Trust Impact Area
27,578
SF
Marinz Facilities (Including Optional Kayak Launch
and EnJ Shade Structure)
Public
Trust
Waters
West Dock
10,320
SF
East Dock 10,320 SF
West Gazebo 400 SF
Day Dock 580 SF
Wynne s Gut Kayak Launch 200 SF
Total Proposed Public Trust Impact 21,820 SF
Note: = Calculations Do Not Inlcude Portions of Piers
�Usecl,_- - . for Access From Land or Shoreline Access Walk.
Total l'. -erward Access Walk Length (Pantego Creek)
523 LF
Total L-•- ::.vard Access Walk Length (Wynne's Gut)
393
LF
Acces, .'.3 k Width (Max.)
8.25
FT
Total _ • -ead Length - (Note #2)
1,024
LF
Note=_ Shoreline Length Does Not Include Existing Inset Dock Perimeter
(Note== 3ulkhead Length Measured at 2' Waterward of Existing Bulkhead
Impervious Surface Areas ISA within CAMA AEC & Tar -Pam Buffers
30' CAMA AEC Put c Trust Shoreline + 50' TarlPam Buffer
CAMA AEC
Existing (sf)
Proposed (sf) !
Variance (:
Total Area in 30' CAMA AEC
29,259
29,428
Total ISA in 30' CAMA AEC
% ISA in CAMA AEC
TAR -PAN BUFFERS
Total Area in 50' Tar yam Buffer (Note 1)
ISA in Tar Pam BLffer
8,303
28.4%
46,962
44.3%
4,168
14.2%
46,962
34.1%
-4,135
-14.2%
-10.13%
ISA wthin Tar/Pam E _"e -s
Existing (sf)
Proposed (sf)
Variance (:
ISA within 30' Buffe- = CAMA AEC
8,303
4,168
-4,135
ISA within 50' Buffe
Total Combined ISA ,�-ea i Tar -Pam Buffers
12,479
20,782
11,859
-620
16,027
-4,755
TOTAL SITE
Total Site Area
Total Site - ISA
176,810
121,528
176,810
0
87,390
-34,138
"Total Site % ISA
68.7%
49.4%
-19.3%
Flood Zone Map
000

cm
y
;,r P4W 1,00'
Job ft
Vicinity Map not drawn to Scale
vicinity map
Table of Area
Parcel Area = 176, 8°10.28 sq ft
impervious
Segment 9 = 24,008.69 sq ft
Impervious
Segment 2 = 21, 786.15 sq ft
Impervious _
Segment 3 - 20,61&02 sq ft
Impervious
Building
Area = 53,891, 62 sq ft
Impervious
Confute
Boat Ramp=1,225,15 sq ft
Total Impervious Area =121, 527.63 sq ft
percentage of impervious Area = 68.7 %
cintroi Corner -
NC tamed oordin&W _ „ - _ - .. - • - .. - - ----- - - - - - - - - 2 s
---�-- - - - ane Paved roadway
N= 689,351,18 -.... - 50' Right of Way
E = 2,700,956.26 Water Street S 4r4f'32" E 390.43' -
AKA Front Street -
! .. Nip S 47.4011r E 395.70'
Existing 314" Iran
Plpa buried 3"
Exiting 314" Iran
po btirisri 30
Si
(NoworFwn wdy)
Belhaven Chamber of
Commerce, Inc
Deed Book 1888 Paige 790
7605-69-8226
Currently Property of
Durwood Cooper Jr.
Belhaven Ventures, LLC
Surveyor's Certificate & Parcel Status
NIP
r Hugh A. Sorrell, a Professional Land Surveyor In the State of North Cst`Offna,
c ertffy that this plat was dawn under my supervision from an actual survey pedormed
under my supervision. That the boundaries surveyed are defined in Deed Book 1850
Page 87. That the ;boundaries not S are dearly indicated. That the ratio of
precision as oakuleted Is 1: chat the following information was used to
perform the GPS survey. `�t t t t 8 lilt
GPS receiver used. Spectra SP 80 `���a�� •'����r
Glass of survey: C ,�` ? , �� 5 sr'd .',� �%
Positionalaccuracy : 0,03
Type of GPS Geld procedure : Virtual Receiving Station SEA
Dates of survey : March 31, 2017 - T, ) -284 9
Datum. -Epoch h : NAD 83l 2011 adjustment
Published l Fixed control used: "TARS" 5- . ;0 "
Geoid Model: GEOID 12A \�ti
Combined Grid Fodor: 0. 99989 15 //'` 1;115 C1R0��e`
Units: US FOOT
That this plat was prepared in accordance with GS 47-30 as amended. That this plat nets
Me requirements of GS 47-30 section F-11, as an existing parcel of land that does not create
a new street or change and existing street. f°
117
Structure Removed - Previous
bap�rvicus �
//�ulidlnp A 53.8902 R
\A
kn
l /
�. I 3 / / '
1K20,616,02 sq ft
Y
L J `
'—x^y
Pond r
Rf 1 V _
Qf I I
Lf
L1
f,.
u
A, This plat Is subject to any facts that maybe disclosed by
a full and accurate title search, as well as any right of ways
easements, zoning regulations and restrictive covenants
of record not shown hereon.
8. ;Area computed by the Method of Coordinate Geometry
C, All distances are ho&onW ground unless otherwise noted
D. Wetlands were not defined or mapped during this survey.
E Underground utilitles are not iniuded in this survey.
•, 1
y°1
Special NOW
MPG
i� ,
a 1 r ; Melees & Bounds of 'Dotal Parcel
,00.69 sq
V
Parcel Arse
4. 06 was
76, 810.28 sq
Canal !
i
C1 Df
it
From TO Befing OLM1741111
Bf
C1
S 32*021410 W
2X29'
C1
D1
S 4304876" E
7.89,
DI
Ef
S 31°0711" W
13ff,28'
E1
F1
S 86111549" W
W2'
i=1
!Gi
N 16VOV0" W
38.63'
G1
HI
N 26003'49" W
52.76'
Hi
H
N 464817" W
U19'
I1
it
S 4 05611" W
07.32,
Jf
Kf
N 66°48 `68" W
5o",
K1
Lf
H 46036'16" W
178 84'
Lf
MI
N 4601724" E
40,51,
H1
N1
N 46832V5" W
25.00,
Ali
of
S 44°66'24" W
40,50,
of
Pf
N w20'22" W
f0.",
Pf
Of
N 09W'07"E
10.37'
Q1
Rf
N 43°58'03" E
4.61'
Rf
St
N 43®68'03" E
09 f 7'
$1
71
N 43068W" EAl
"
+
7605-78-3909
swim? if ' Currently Property of
Pond Town of Belhaven
2 {
.0 ;
Y/,
t co mrsh Boa# Ramp
SqgfWgspervi t 2 I f,226.15 sq f1
121,786•15 s f# i
—
N 4rM`16' W 178.84'
K1
Review Officer
State of North Carolina Beaufort County, NC
I, , Review C+tfioer of Beaubrt County, dainty that the map
or plat to which this cerlifbation is affixed meets ag statutory requirements for recording,
eview offer Date
60 25 0 50 too ISO
if
Lewd
E/P = Existing iron Pipe
* NIP = New Iron Pipe
Ex. Mon. = Existing Concrete Monument
00 Mag Nail= Magnetic Survey Nall
0 NPS = No Point Set
® = Power Pole
�- - - -- = Right of Way
~-•-- = Centerline
= Lines Surveyed
-°- --~ = Lines Not Surveyed
-""^— = Power Line
= Curbing
RiW = Right of Way
PC = Point of Curvature
PT = Point of Tangency
All NIP's set are black iron pipe i" in
Diameter by 24" long
= Denotes impervious
Areas
fi
A Survey of an Existing Property and
Former Impervious Area of
ungo DisLI-lect
Hospital Corporation
Town ofBeftven, NC Beaufort County, NC
SCate 1" =40' Surveyed March 2017
Sorrell Land Surveying, Inc.
Hugh A. Sorrell, Professional :and Surveyor L-2849
107 Union Alley Washington, .NC
www. sorrelllandsunreying. com Clfrae [phone]
Company License: C-3W8 MoNe [phone]
"Serving the land surveying needs of Eastern NC"
Me: 0417PDHCOI
Project:
Developer:
Water Street
Belhaven, NC
BEACON
STREET
Beacon Street Development Co., Inc.
3304 Six Forks Rd,
Raleigh, NC 27609
P.O. Box 6474
Raleigh, NC 27628
United States of America
Sheet Title:
Existing
Conditions Survey
Design Firm:
Scott Murray Land Planning, Inc.
274 Botetourt Ct. Boydton, VA 23917
252-213-9501 434-689-2925 (fax)
www.stmlandplan.com
[e-mail]
Limitations of Use and Liability Disclaimer - This document
and al/ associated documents are provided for a specific site
and the named Project only. In no event shall the Client or
any third party copy or use any of the concepts, plans,
drawings, specifications, designs, or other documents or
data, document produced by the Consultant in connection
with the Project (the "Instruments of Service") for any
purpose other than those noted above or in relation to any
project other than the named Project without the prior
written permission of the Consultant. Liability arising from
the use of these documents is limited to the scope of
services fee agreed to in the Project Proposal Scope of
Services.
Scale:
As Shown
Date:
4-23-2Q21
Drawn & Checked By: 160
STM
Surveyed.: ofSorrell

LEGEND (Existing)
�i
EXISTING IRON PIPE
O
IRON PIPE SET
A
CALCULATED POINT
@
BORE HOLE
O
SANITARY SEWER MANHOLE
@
SANITARY SEWER CLEANOUT
M
WATER VALVE
®
WATER METER
'Cf
FIRE HYDRANT
FT
TELEPHONE PEDESTAL
OT
TELEPHONE MANHOLE
❑e
ELECTRIC BOX
LIGHT POLE
COL.)
POWER POLE
Wi
CURB INLET
@
STORM DRAINAGE MANHOLE
FE
YARDINLET
SF
SD
oU
W
SS
T
G
UE
UT
x
7605-69-8226
Property of
Durwood Cooper Jr.
Belhaven Ventures, LLC
------------
L— — — — — — — — — J
Property Line
Property of
East Carolina
Health -Beaufort
Inc.
Property of
W.P. O'Neal Jr.
D
r
r
.o
r
<
m
m
m
Z
M
I
rn
Property of
Jason & Wedy Baker
Property of
Jason & Wedy Baker
Property of
JWater Street Villas LLC
/� �\----------------------------------------------- ------
------ ACC Parking (Optional for Lot 1, 2 and/or 3
------------ Commercial or for Waterfront Uses)
W A T E R S T R E E T (AKA FRONT STREET)-------�—_
—------- — — — \ Existing Bridge - Outer Limits
—.------- — — - — - — — — —"— — — — — — — — — — — — — — — — — — (50' Public R.O.W. - Pavement Width Varies) \
-----------------------------------------— — — — — — — — — — �\ /.___,_\ ______----------------------
— — — — —
--------- / --^
/ °co 50' Buffer ( Tar Paml'
1 `
i
I I I I Tar/Pamlico 30' Buffer
o
` 1 CAMA 30' AEC Property ert of
Lot
i
i i I I m cn ,
Town of Belhaven
Lot 24
/ \
I � Open Space Easement
Lot 25 Lot 26 Lot 27 Lot 28 Lot 29 rn
Lot 2 Proposed Boardwalk and
Kayak Access (Optional)
Lot 23
�
I
I 1
Proposed Retaining/Seat s
Wall (Optional)
r --- -.L .-- --- - -- •— -- �11 '
--- --- --- --- --- --- �
ALLEY - E
I
Lot 22
I
I
Lot 21
I
Lot 20
1
I
Lot 19
I
3
'
°
U :
—.. —.. —... --_
—•• �r
LU—._
W a
cc
Lot 18
~
I
a
I1
N
I
Property Line ---
I
Proposed Bulkhead 2' Waterward
Lot 3
j Lot 4 it Z r•
1 I
1 i Z
i -- --- --- --- --- — --- — —j- — m h
1 _
1
1 1
Lot 5
o
Lot 6 I
1 _
it Vessel Pump -Out Station (Optional)
L A N E- D ( I
(20' Pvt. Esmt. - 14' Pvmt. Width i Two -Way)
1 /
1
/ I �
I I 11
1 1
Lot 9 I Lot I L t 7 1
t
1 ,
1 I I
,
, 1
, 1
S T R E E T- B 1
(25' Pvt. Esmt.- 18' Pvmt. Width i Two -Way) ( I 11 7605-78-3909
1 ' -
, 1
Lot 17 LT — --- --- --T— --- --- --- -r— --- --- --T --- --- --- -�— --- --- --T — --- — — — — 1 Property of
Town of Belhaven ;I
I ! I I I I Open Space 1
,
1 1
' of 16 �'
,
I
'i
LL_...
ot 15 Lot 14 Lot 13 Lot 12 Lot 11 Lot 0 i .. ...
of Existing Bulkhead �\
I
Tar/Pamlico 50' Buffer
I
I
I
I
Tar/Pamlico 30' Buffer
CAMA 30' AEC
I
I
Existing Inset Bulkhead Dock To Be Removed
At Developer's Option
General Notes ME
1. All proposed improvements noted as'Optional' shall beat developer's
discretion. While they represent development intent they are not committed '
elements.
2. All proposed waterfront improvements and docks subject to CAMA approval. I Project:
7605-69-9132,
7605-78-1935,
7650-78-0943
4.06 Acres (176,810.3 sf)
MB Marine Business
Proposed Use: Conditional Use - Planned Unit
Development Mixed Residential and
Commercial - as allowed within the MB
District provisions.
Lots Proposed: 40 Lots (Max. 50 Lots to Be Approved)(1)
Min. Lot Size: No Min. Lot Size
Max. Development Intensity: 70% Lot Coverage and 12 du/ac
I
I � I
Concrete or Concrete Paver
Walkway (Optional)
} I I I I I
' I,
/ .' I
s I —
L _4 Open Space lEasement_ _
i 9
Proposed Retaining/Seat Wall (Optional)
8 8 1 1 8 8
P A N T E G 0 C R E E K
a
im
8 8
Existing Boat Ramp
To Be Removed
Proposed Docks (Optional)
Proposed Day Dock &
Shade Structure (Optional)
W,
0 30 60 90 FT
1" = 30' - 0" printed at D-Size
Survey data taken from April 1, 2017 survey by Sorrell Land Surveying Inc. for Pungo District Hospital Corporation.
Belhaven
Water Street
Belhaven, NC
Developer:
fgll. ii ��Qlllll BEACON
STREET
Beacon Street Development Co., Inc.
3304 Six Forks Rd,
Raleigh, NC 27609
P.O. Box 6474
Raleigh, NC 27628
United States of America
Sheet Title:
Preliminary
Site Plan
No. I Date: I Issue Notes:
Design Firm:
Scott Murray Land Planning, Inc.
274 Botetourt Ct. Boydton, VA 23917
252-213-9501 434-689-2925 (fax)
www.stmlandplan.com
[e-mail]
Limitations of Use and Liability Disclaimer - This document
and all associated documents are provided for a specific site
and the named Project only. In no event shall the Client or
any third party copy or use any of the concepts, plans,
drawings, specifications, designs, or other documents or
data, document produced by the Consultant in connection
with the Project (the "Instruments of Service") for any
purpose other than those noted above or in relation to any
project other than the named Project without the prior
written permission of the Consultant. Liability arising from
the use of these documents is limited to the scope of
services fee agreed to in the Project Proposal Scope of
Services.
Scale:
1" = 30'-0"
Date:
4-23-2021
Drawn & Checked By: 2eO
STM
Surveyed.: of

Note: Area Above NWL Includes
Area Below NWL
Boat Ramp
Inset Dock- West End
Eroded Areas
New Bulkhead Backfill (1,024 LF)
Subtotal
Retaining Seatwall (790 LF)
Other General Site Fill
Totals
Maximum Total Fill - All Areas
LEGEND (Existing)
Area Within AEC
Areas Outside AEC
Area
Below
NWL (SF)
Fill
Below
NWL
(CY)
Area
Above
NWL
(SF)
Fill
Above
NWL
(CY)
Area
Above
NWL (SF)
Fill Above
NWL (CY)
610
45
1,220
136
1,000
ill
1,000
ill
1,452
108
3,092
344
2,048
362
2,048
228
5,110
626
7,360
818
4,740
176
46,960
2,609
129,850
12,022
5,110
626
59,060
3,602
129,850
12,022
16,250
QQ
EXISTING IRON PIPE
®
IRON PIPE SET
CALCULATED POINT
BORE HOLE
O
SANITARY SEWER MANHOLF
©
SANITARY SEWER CLEANOI'T
M
WATER VALVE
®
WATER METER
FIRE HYDRANT
❑T
TELEPHONE PEDESTAL
O
TELEPHONE MANHOLE
❑e
ELECTRIC BOX
X
LIGHT POLE
POWER POLE
Wil
CURB INLET
@D
STORM DRAINAGE MANHOLE
®
YARDINLET
SF
SD
OU
W
_SS !
T j
!
G !
UE !
!
UT 1
!
X !
!
See Cover Sheet for Additional Abbreviations
+1.5' Denotes Maximum Fill Depth (Approximate)
Maximum Upland Fill Approximately 16,250 CY
Property of
East Carolina
Health -Beaufort
Inc.
Construction Entrance
V �_ r
� 1
Existing BMP to Be Repurposed for
Use As Temporary Sediment Basin i
With Reduction of Exising
Impervious Surface Area - Area To
Be Filled Upon Completion
Tar/Pamlico 30' Buffer
CAMA 30' AEC
Tar/Pamlico 50' Buffer
i
Existing Inset Dock To Be Removed and Filled
1,000 SF x T = 3,000 CF (111 CY) Below NWL
1,000 SF x T = 3,000 CF (111 CY) Above NWL
I
Property of
W.P. O'Neal Jr.
---------- ----_
I
I
Bulkhead Shown 2' Waterward of Existing Bulkhead
Total Bulkhead Length: 1,024 (630 LF Pantego Ck. & 394 LF Wynne's Gut)
Backfill Below NWL Pantego: 2' x 630 LF x 4' Avg.Depth = 1,260 SF & 187 CY
Backfill Below NWL Wynne's Gut: 2' x 394 LF x 6' Avg.Depth = 788 SF & 175 CY
Backfill Above NWL 2' x 1,024 LF x T = 2,048 SF & 228 CY
i
0
0.
RI
Property of
Jason & Wedy Baker
Property of
Jason & Wedy Baker
��----------------------------------
---------------------------------
W A T E R S T R E E T
Existing Erosion To Be Backfilled
Area Below NWL 1,452 SF x 2' = 2,900 CF (108 CY)
Area Above NWL 1,452 SF x T = 4,350 CF (161 CY)
P A N T E G Q C R E E K
------------- Q
_------- ' __---
Silt Fence Continuous (Typ)
Stormwater Management Plan
1.History: At the time the original hospital expanded in 1997, new impervious surface areas (ISA) of .79 (19.5%) ac
were added to the 2.0 ac (49.2%) that existed prior to that time for a total of 2.79 ac. (68.7%) of ISA. This ISA
existed until the recent closing and demolition of the hospital buildings and was confirmed by the April 11, 2017
survey by Hugh Sorrell (see Sheet C-1).
Current Permit: (expires September 29, 2019) The current permit that was renewed in September 29, 2009
Property of shows 2.34 ac (57.2%) of permitted ISA based on a total site area of 4.09 ac. For unknown reasons the
JWater Street Villas LLC unaccounted .45 ac was not included in these earlier calculations.
Redevelopment Strategy: This redevelopment plan is designed to significantly reduce the ISA to a point not to
exceed the pre-1997 ISA level of 49.4% (corrected acreage) which will create an 'equal' condition. This strategy
will be achieved by the use of grassed or otherwise pervious walkways, parking or roadways and/or the
limitation of other ISA's (rooftops, etc.). The existing BMP's will not be necessary under this scenario and are
proposed to be repurposed for sediment control prior to their removal after the demolition of ISA to a level of
49.4% as noted above.
Any additional efforts which may be taken to (a) fill the site and redirect a significant amount of the runoff away
from the receiving body of water and to provide improved soil depths, (b) to increase the setbacks of ISA to the
-----riparian buffers or (c) elimination of curb & gutter in favor of grassed swales, etc. will then result in a 'better'
---------------------------condition. While efforts will be strongly considered these additional steps are optional at the developer's
_--- discretion.
Tar/Pamlico 50' Buffer
a®
Tar/Pamlico 30' Buffer
CAMA 30' AEC Property of
Town of Belhaven
Temporary Diversion
Swale (Typ)
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
29,259
29,428
Total ISA in 30' CAMA AEC
8,303
4,168
-4,135
% ISA in CAMA AEC
28.4%
14.2%
-14.2%
TAR-PAM BUFFERS
Total Area in 50' Tar/Pam Buffer (Note 1)
46,962
46,962
% ISA in Tar Pam Buffer
44.3%
34.1%
-10.13%
ISA wthin Tar/Pam Buffers
Existing (sf)
Proposed (sf)
Variance (sf)
ISA within 30' Buffer/30' CAMA AEC
8,303
4,168
-4,135
ISA within 50' Buffer
12,479
11,859
-620
Total Combined ISA Area in Tar -Pam Buffers
20,782
16,027
-4,755
TOTAL SITE
Total Site Area
176,810
176,810
0
Total Site - ISA
121,528
87,390
-34,138
Total Site % ISA
68.7%
49.4%
-19.3%
Existing BMP to Be Repur-posed for
Use As Temporary Sedimght Basin
With Reduction of Exisinq
Impervious Surface Area ; Area To
Be Filled Upon Completiohj
1,220 SF Existing Boat Ramp To Be Removed and Filled
610 SF x 2' = 1,220 CF (45 CY) Below NWL
1,220 SF x T = 3,660 CF (136 CY) Above NWL
0 30 60 90 I
i
i
f
1" = 30' - 0" printed at D-Size i
Stormwater Management Plan
ISA Calculation - Example: Reduce ISA to 49.4%
Area (sf)
Area (ac)
ISA %
Total Site Area by Survey
176,810.3
4.06
Area by NCDENR Permit
178,160.4
4.09
ISA pre 1992
87,294.0
2.00
49.4%
ISA per Sorrell survey
121,527.6
2.79
68.7%
ISA Current
67,636.0
1.55
38.3%
ISA Permitted by NCDENR
101,930.4
2.34
57.6%
ISA Added by'97 Addition
14,636.4
0.34
8.3%
Develoment Scenario - 40 Lots
ISA Allocations
Roadway 18', Alley 10' & 12'
20,390.0
Common Walkways & Facilities
1,400.0
Homes (40 @ 1,500 sf/lot)
60,000.0
Driveways -Carolina (40 @ 100 sf/lot)
4,000.0
Walkways - 4' x 10'
1,600.0
Unallocated/Contingency
-
Total ISA (49.4% Max. per Existing Permit)
87,390.0
49.4%
NOTE: This example presents one method of achieving the'Equal To' condition
required to eliminate on stormwater BMP's. It is provided as an example
and is not intedned to prevent other engineering best practices from being used
in lieu of or in conjunction with ISA reduction.
- 7605-78-3909
Property of
Town of Belhaven
General Notes
1.One or Both Construction Entrances May be Utilized.
4
Survey data taken from April 1, 2017 survey by Sorrell Land Surveying Inc. for Pungo District Hospital Corporation.
Project:
Belhaven
Water Street
Belhaven, NC
Developer:
Beacon' Street Development Co., Inc.
3304 Six Forks Rd,
Raleigh, NC 27609
P.O. Box 6474
Raleigh, NC 27628
United States of America
Sheet Title:
Erdsion Control,
grading and
Stormwater
Mangement Plan
No. I Date: I Issue Notes:
Design Firm:
Scott Murray Land Planning, Inc.
274 Botetourt Ct. Boydton, VA 23917
252-213-9501 434-689-2925 (fax)
www.stmlandplan.com
[e-mail]
Limitations of Use and Liability Disclaimer - This document
and all associated documents are provided for a specific site
and the named Project only. In no event shall the Client or
any third party copy or use any of the concepts, plans,
drawings, specifications, designs, or other documents or
data, document produced by the Consultant in connection
with the Project (the 'Instruments of Service") for any
purpose other than those noted above or in relation to any
project other than the named Project without the prior
written permission of the Consultant. Liability arising from
the use of these documents is limited to the scope of
services fee agreed to in the Project Proposal Scope of
Services.
Scale:
1" = 30'-0"
Date:
4-23-2021
Drawn & Checked By: 3eO
STM
Surveyed.: of

7605-69-8226
Property of
Durwood Coop@rJr.
Belhaven Venture&, LLC
u
Lu
w
cc
Lo
A
1
e
(!1
1 '
/ Lot ,
NIS
-4B
Property of
! B
Y
Town of Belhaven
Lot 25
f� Lot 26 1 Lot 27 Lot 28 ' Lot
8
29
�,�
i
rn
Lot 2
®
6
1
>
;
_-s
- �lol
Proposed Landward SlipAccess Walk
way and
1 B 1
+
Kayak Access (Optional)
ALLEY -E
'
�
>,
Proposed Retaining/Seat Wall (Optional)
Lot 3
�>
Tar/Pamlico 50' Buffer I
1
Tar/Pamlico 30' Buffer - CAMA 30' AEC
Lot 40
! Lat 30
1
�- -4'
Lot 4
��
-< �
B
Lot 39
•
1
Lot 31
I
O
,
Lot 5
'
1
m
- 6B
1
Lot 38
I Lot 32
m =
Lot 6
®
LANE - D
/
+
i
6
Vessel Pump -Out Station (Optional)
1
+ Lot 37 ; Lot 36 Lot 35 Lot 34 + Lot 33 , 1
iExisting Boat Ramp To Be Removed '
1 1 �
Proposed Day Dock & Shade Structure I Lot 9 i\*t L t 7
1 10' x 12' Max. (Optional) '
1
S T R E E T- B
Property of
East Carolina
Health -Beaufort
Inc.
Property of
W.P. O'Neal Jr.
Property of
Jason & Wedy Baker
Property of
lg�on & Wedy Baker
rn I
\ '--®_ ---_-- ACC Parkin (Optional for Lot 1 2 and/or 3
---`---. - Commercial or for Waterfront Uses)
W_A T E R_-. S
—__--_—_—_—_—_—_—_—_---_—_—_—_—__ _---(50'PublicR.O.W.- Pavement width Varies) \ Existing Bridge
9
,
Lot 24
e
1
Lot 23
I
Lot 22 t
,
Lot 21
r
Lot 20
Lot 19
+
Lot 18 1 i
'1
Proposed Landward Slip Access Walkway
Bulkhead Replacement/Repell-Along Wynne's Gut
Lot 17
•-- --- -r- --- ---r-- --- - T- --- --- -�- - g-T - - - - - - - - I 3 °\ -7'
1 1 {
©* 0,
! I I
, ot16 oO• � I � I� -;,,, `` -
I i Concrete or Concrete Paver Walkway ( "�
-4' = =
50'
SITE DATA
Parcel PIN Numbers:
Site Area:
Existing Zoning:
7605-69-9132,
7605-78-1935,
7650-78-0943
4.06 Acres (176,810.3 sf)
MB Marine Business
®rroposea use: Conditional Use - Planned Unit
Development Mixed Residential and
Commercial - as allowed within the MB
District provisions.
Lots Proposed: 40 Lots (Max. 50 Lots to Be Approved)(1)
Min. Lot Size: No Min. Lot Size
Max. Development Intensity: 70% Lot Coverage and 12 du/ac
Marina Uses Private Dockage
Marina Pier Area Calculations
Total Shoreline (Note#1)
1,021.4
LF
Max Permitted Area Factor
27
SF/LF
Total Allowable Public Trust Impact Area
27,578
SF
Marina Facilities (Including Optional Kayak Launch
and End Shade Structure)
Public
Trust
Waters
West Dock
10,320
SF
East Dock
10,320
SF
West Gazebo
400
SF
Day Dock
580
SF
Wynne's Gut Kayak Launch
200
SF
Total Proposed Public Trust Impact
21,820
SF
Note: Area Calculations Do Not Inlcude Portions of Piers
Used Only for Access From Land or Shoreline Access Walk.
Total Waterward Access Walk Length (Pantego Creek)
523
LF
Total Landward Access Walk Length (Wynne's Gut)
393
LF
Access Walk Width (Max.)
8.25
FT
Total Bulkhead Length - (Note #2)
1,024
LF
Note #1- Shoreline Length Does Not Include Existing Inset Dock Perimeter
Note #2 - Bulkhead Length Measured at 2' Waterward of Existing Bulkhead
LEGEND (Existing)
EXISTING IRON PIPE
SF
®
IRON PIPE SET
SD
CALCULATED POINT
ou
®
BORE HOLE
W
OS
SANITARY SEWER MANHOLE
SS
@
SANITARY SEWER CLEANOUT
T
wv
pd
WATER VALVE
G
®
WATER METER
UE
'Cr
FIRE HYDRANT
UT
iT
TELEPHONE PEDESTAL
X
O
TELEPHONE MANHOLE
ELECTRIC BOX
M.S.L. by Hood Richardson P.A. —_/� Lot 15 i
Lot 14 Lot 13 Lot 12 i Lot 11 Lot 0
! �
LIGHT POLE
for Belhaven Ventures LLC I � I , { I ' - TT�7�605-783909
�"§"'`"'®' l i-5° `TL POWER POLE
Proposed Waterward Slip Access Walkway ; ;'
I I Propew�,of CURB INLET
1 Bulkhead Repair/Replacement (Vertical Vinyl) I. I Town of Bt,,, of n
II 1 QD STORM DRAINAGE MANHOLE
Tar/Pamlic) 50' Buffer - S I I -9)4' `Ln x _ 600 SF Gathering Space (Optional) In YARD INLET
Proposed 18" Ht. Retaining/Seat Wall (Optional) _ Landward Pressure Theated Southern Pine B N
Tar/Pamlico 30' Buffer - CAf14A 30' AEC _ r" (PTSP), Permeable Pavers or Concrete Hog
�---
Existing Inset Bulkhead Dock To Be Removed ` 2 Slat Decking
' Open Space Easement I e I
At Developer's Optigh , � ` , -
8.25'
Walkway Shade Structure'
-3.5° 8'-3" Wide Access Walkway
�' X 12' Max. (Optional) I I j t 1 -
I -4 ' __ -4' -$ -4' -4
- I
Bulkhead Shown 2' Waterward of Existing Bulkhead
Total Bulkhead Length: 1,024 (630 LF Pantego Ck. & 394 LF Wynne's Gut) -- Proposed Fixed Day 9t)ck &
Share Structure (Optional) v Backfill Below NWL Pantego: 2' x 630 LF x 4' Avg.Depth = 1,260 SF & 187 CY = J Shade Structure (Optional)
-- .
18 )22' Max. _- Backfill Below NWL Wynne's Gut: 2' x 394 LF x 6' Avg.Depth = 788 SF & 175 CY __ --- Proposed Kayak Acc ss -Optional (TYe) 18' x 22' Max.
I _= Backfill Above NWL 2' x 1,024 LF x 3' = 2,048 SF & 228 CY -
• -- -- 1
I
I
I -= 20 Pror osed Slips (Lifts Optional)
20 Proposed Slips Lifts Optional) B.
LEZ��I o, � -4 • • • -4 0
1 _
17
I
•
I _ I
----- 150'---- 11.�� ------------------�=-z----_____®___-___®_____--_---__ ®5®_---__•______ -- -- _-- ,52'___ -
�j I
Platform Shade -_
Structure (Optional) [D
• - D
10 x 12 Max. - • • I
-5 -
I B
® ----------------------------- 46
_
�F� , -7' -(b--81
_-__--- -- - - - - - --------_.--------------------
Federal Channel (Approximate) ----®- - - -- - - - - - - -- -- I
58.5' P A N T E G O C R E E K Limits of Relic Piling Removal
195' 1 0 40 80 120 FT
I
Platform Shade I
jStructure (Optional)
I
L- - - - - - - - - - - - - - - - - - - - - - - - - - I
- - - —
10'x 12' Max.
---------------
1" = 40'-0" printed at D-Size
Survey data taken from April 1, 2017 survey by Sorrell Land Surveying Inc. for Pungo District Hospital Corporation.
Project:
Belhaven Hospital
Water Street
Belhaven, NC
Developer:
BEACON
STREET
Beacon Street Development Co., Inc.
VO4 Six Forks Rd,
Raleigh, NC 27609
Sheet Title:
P.O. Box 6474
gpleigh, NC 27628
United States of America
Shoreline
Development
NO
No. I Date: I Is:=sue Notes:
Design Firm:
Scott Murray Land Planning, Inc.
274 Botetourt Ct. Boydton, VA 23917
252-213-9501 434-689-2925 (fax)
www.stmiandplan.com
[e-mail]
Limitations of Use and Liability Disclaimer - This document
and all associated documents are provided for a specific site
and the named Project only. In no event shall the Client or
any third party copy or use any of the concepts, plans,
drawings, specifications, designs, or other documents or
data, document produced by the Consultant in connection
with the Project (the "Instruments of Service") for any
purpose other than those noted above or in relation to any
project other than the named Project without the prior
written permission of the Consultant. Liability arising from
the use of these documents is limited to the scope of
services fee agreed to in the Project Proposal Scope of
Services.
Scale:
1" = 40'-0"
Date:
4-23-2021
Drawn & Checked By: 4e0
STM
Surveyed.: I of

LEGEND (Existing)
�i
EXISTING IRON PIPE
®
IRON PIPE SET
A
CALCULATED POINT
®
BORE HOLE
S
SANITARY SEWER MANHOLE
©
SANITARY SEWER CLEANOUT
�
WATER VALVE
®
WATER METER
FIRE HYDRANT
FTFI
TELEPHONE PEDESTAL
T
TELEPHONE MANHOLE
FEJ
ELECTRIC BOX
0
LIGHT POLE
CQ,
POWER POLE
CURB INLET
0
STORM DRAINAGE MANHOLE
❑
YARD INLET
l226
of
)per Jr.
ures, LLC
SF
SILT FENCE
SD
STORM DRAIN PIPE
OU
OVERHEAD UTILITY LINES
W
WATER LINE
SS
SANITARY SEWER LINE
T
TELEPHONE LINE
G
GAS LINE
UE
UNDERGROUND ELECTRIC
UT
UNDERGROUND TELEPHONE
X X—
FENCE LINE
EXISTING TREELINE
D
r
r
r
m
z Property of Property of
oerty of I property of JWater Street Villas LLC
j { Jason &Wedy Baker
Prob-Neal Jr.
W.P. c I Jason & Wedy Baker
cn I
I �
9 70 ! ___--
M��_ -- +—-------------------------- —�—
—®-------- -� WATER--_-_ S T.R E E T__-_-__—----------- ��
- _------- -- -- Existing Bridge
— — — — — — ®---____-
Property of
East Carolina
Health -Beaufort
Inc.
Tar/Pamlico 30' Buffer
Existing Inset Bulkhead Dock
50' Tar -Pam Buffer
j/ J!! 1 ' f.' Property of
--- -- - --- -- Town of Belhaven
CAMA AEC/Tar-Pam Buffer
Limits of Existing Asphalt Parking
P A N T E G O C R E E K
Proposed Retaining/Seat Wall (Optional)
— Limits of Existing Asphalt Parking
z
Z
m
Gl
C
-- 760'
Pr(
Town
Existing Concrete Boat Ramp
4
1 41 :0 120 FT
Jr.
LLC
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
29,259
29,428
Total ISA in 30' CAMA AEC
8,303
4,168
-4,135
% ISA in CAMA AEC
28.4%
14.2%
-14.2%
TAR-PAM BUFFERS
Total Area in 50' Tar/Pam Buffer (Note 1)
46,962
46,962
% ISA in Tar Pam Buffer
44.3%
34.1%
-10.13%
ISA wthin Tar/Pam Buffers
Existing (sf)
Proposed (sf)
Variance (sf)
ISA within 30' Buffer/30' CAMA AEC
8,303
4,168
-4,135
ISA within 50' Buffer
12,479
11,859
-620
Total Combined ISA Area in Tar -Pam Buffers
20,782
16,027
-4,755
TOTAL SITE
Total Site Area
176,810
176,810
0
Total Site - ISA
121,528
87,390
-34,138
0 ISA
Total Site /o
68.7%
49.4%
-19.3%
D
r
r-
r-
Z Property of
I Property of ]Water Street Villas LLC
Property of Property of I Property of Jason & Wedy Baker Proert
East Carolina W.P. O'Neal Jr. I Jason & Wedy Baker
Heaith-Beaufort LnI
Inc. -I j
rn1 � _ ----------------_...—
------
-----------_-----
i rn-------------- -----
—'� -
--—— — � WATER—_ ST_REET_—_ -- --
--------- •----_._---_ .—. _ . _— _--- — c — Existing Bridge
- -- ---- ------------------
— — — — — —�_— —--------------------•_._.._--_._.
! 1 1
50' Tar -Pam Buffer
Property of
4 `
-� ---- --- ----- -- --- Town of Belhaven
-
' I ' 30' CAMA AEC�Tar-Pam Buffer
4 tt I
I 1
S
i
Proposed Retaining/Seat Wall (Optional)
Limits of Existing Asphalt Parking
ik
M I
LA
/
° ' 1
, I }
g �k
I
4 e
r o
1 \
7605-78-39
Property 0
Town of Beiha
Existing Inset
Bulkhead Dock To Be
Removed (Optional)
Proposed Retaining/Seat Wall (Optional)
P A N T E G O
��
7
C
R
E
E
K
1" = 40' - 0" printed at D-Size
0 40 80 120 FT
Mimi
Project:
Developer:
Belhaven
Water Street
Belhaven, NC
BEACON
n
STREET
I
Beacon Street Development uo., Inc.
3304 Six Forks Rd,
Raleigh, NC 27609
P.O. Box 6474
Raleigh, NC 27628
U kited States of America
Sheet Title:
Tar -Pam
Buffer Impacts
Design Firm:
Scott Murray Land Planning, Inc.
274 Botetourt Ct. Boydton, VA 23917
252-213-9501 434-689-2925 (fax)
www.stmiandplan.com
[e-mail]
Limitations of Use and Liability Disclaimer - This document
and all associated documents are provided for a specific site
and the named Project only. In no event shall the Client or
any third party copy or use any of the concepts, plans,
drawings, specifications, designs, or other documents or
data, document produced by the Consultant in connection
with the Project (the "Instruments of Service") for any
purpose other than those noted above or in relation to any
project other than the named Project without the prior
written permission of the Consultant. Liability arising from
the use of these documents is limited to the scope of
services fee agreed to in the Project Proposal Scope of
Services.
Scale:
1" = 40'-0"
Date:
4-23-2021
— 5eO
Drawn & Checked By:
STM
Surveyed.: of
Survey data taken from April 1, 2017 survey by Sorrell Land Surveying Inc, for Pungo District Hospital Corporation.

a
a�
0
L
0
Ln
no
C
0
Ln
a�
In
v
c
F
r i vNwcu 11c1 vv, ul LJ wNuvi tail
Section Thru Bulkhead, Access Walkwav and Pier
1° = 10'-0"
Slope Pier at 5% +/- To Access
Walkway
(or Ramp at 1:12 Slope)
56'
24' 8.3' 24'
to
I�
Fire Stand Pipe & 4' x 10' Access Areaff!:b) -
--1--�
Locate Within 150' of Dock End As
Required by Fire Marshal
Corner Pier Gusset Decking (Optional)
Dock Boxes (Optional)
Water/Pedestal Light
Lift Control + 110v GFI—
Mtd. On Piling
Boat Lifts Optional
See Detail 4/6.0
Shade Structure (Optional) -
See Details 9-11/6.0 for
Architectural Detail
3 Typical Dock Layout
1 = 20 -0
Metal Roof @ 4/1:
See Cornice Detail
Exposed Rafters
8" Square Columns
Wood Rail
10" Round Pilings
NOTE: Community shade
structures are shown in I
locations for permitting I
and as optional element:
structures may be less than that
shown.
12'
60'
C 9 1 Shade Structure End Elevation
1/4" = 1'-0'
a
v
V)
N
j
iD
H
0
O
m
+
;t
M
20'
-J
EB
Ef
C
E&F
G
u
P
IM1—
0
`n
ff�-JJ
HIl
=i it -
+
_I
I�
ro
C
II „�
Section Thru Wood Access Walkway & Bulkhead
1/4" = 1'-0"
4 Boat Lift Typical
N.T.S.
10" Guide Piles (Typ)
Optional Inboard Position
Proposed Optional Boat Lifts
By Boat Lifts US or Equal
:Ioating Dock See Details
'.T.S.P. or Concrete Hog Slat Decking
Floating Docks Sections
Secured with 10: Guide Piles
2-3 Risers
FIACU F IV] P9l.l JJ YYUy
5 Kayak Pier Plan and Section
Metal Roof @ 4/12
See Cornice Detail
Exposed Rafters
8" Square Columns
See Band Detail
10" Round Pilings
Varies - 18' Max.
A - 2" x 8" PT SP Decking
J B - 4" x 6" PT SP Stringers
"I C - 10" Round Piling
D- Optional: LED Utility Light
K ( E - 3/4" Bolts (Typ)
tt��Il F - 3" x 8" x 16" Wood Block - See Detail 6 & 7/5.0
„ G - Vertical Vinyl Bulkhead - Extend Decking for Cap
H - Deadman System @ 5'-4" O.C. Or Per Manuf. Specifications
- Select Backfil As Needed
= !; J - Proposed fill Below NWL
-1 K - Existing Deteriorated Bulkhead
L - Tx 8' Concrete Hog Slats
M - 8" x 8" Wood Stringers
N - 2" x 8" Outer Wood Band
O - Optional Landside 18" Ht. Retaining Wall - (PT SP or Masonry)
P - Optional Site Fill
7 __ -
�I -1 =
Roto Molded PE Floatation See
Notes for Details
See Plan for Proposed Sizes
E
0
U
0
O
in
10 Shade Structure Side Elevation
1/4" = 1'-0"
5' x 8' Conc. Hog Slat
4" x 6" Wood Deck Stinger
8" x 8" Wood Stringer 3/4" Bolts (Typ.)
8" x 8" Wood Stringer
3" x 8" x 16" Wood Block
(4) 3/4" Bolts
10" Dia. Wood Pile
9.5' O.C.
'I
I
III
.Typical Section thru Pier and Access Walk
6 /8" 1'-0
"
11 Shade Structure Section
1/2" = 1'-0"
8'-3"
1/4" = 1'-0"
1.5'
9etal Roof over Peal & Seal over
/8"cdx over 2x8 rafter @ 4:12 Pitch
-0" overhang from Face of
earn to tip of Trim
x4 PT #1 w/ Copper Flashing
xposed 2x8 Raftertail
x6 V-Groove Ceiling
ocking
c10 Beam, align with Column Shaft
1/2" x 2 1/2" PT #1 Capital
c between Outer 2x10 Members, raise u
*mn Base Mould, SL2CBMNC
'Space
ass Bead, SLGB2
Square Column
Square Column
/4 x 6 S.E. IPE
x4 Ripped to 2 1/2
x 6 PT #1
x4FIT #1
x 4 Post
/4 x 4 @ 6" o.c.
ase Column Mould, SL2CBM
x3 PT #1
14 x 6 Eased Edge PT Decking, slope
14" per foot, minimum
c beaded, ripped to 2 1/2"
(12 Band
)rch Framing
ew & Existing Round Pilings
J \ P
F
mr
Section thru Landward Walkway and Bulkhead
1/4" = 1'-0"
Note: Wood May be Substituted for Hog Slat
Decking and Supporting Structure.
See Detail 2a/6.0 for Alternate Specifications.
3/4" Bolt -
2" x 8" Banding -
(Optional)
8" x 8" Wood Stringer
3" x 8" x 16" Wood Block
%AAAAAAAAAA
(4) 3/4" Bolts
10" Dia. Wood Pile -
8.25'
8" x 8" Wood Stringer
Tx 8' Conc. Hog Slat
MO o
O o in
Q O N
i 6.5' O.C. i v
>
i
'
�L-
-1
I-
-
r� I it I Ii �f%l I
7 Typical Section thru Pier
3/S" = 1'-0"
General Note s
1. All Soundings and Pier Elevations Noted Are Relative to NWL
2. Dock Lengths Are Measured From the Outermost Point of the Access Pier Connection to
the Propbsed Shoreline Access Walk.
3. All Facilities Shall Comply with the NC Building Code - Chapter 36 'Docks, Piers, Bulkheads
and Waterways Structures'
4. Pier and `Nalkway Decking Shall be Concrete Hog Slats or 2" x 8" Pressure Treated
Southern pine (PTSP) or IPE Wood Decking
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 Aluminum Structure - Banded with 2" 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. Wrranty
11. All dimensions and design configuration are approximate. Final field adjustments may vary
with the apporval of CAMA Representative.
12. Optional Walkway 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
5/8" x 12' Galy. Rods at 5'-4" O.C. or Per manuf. Recommendations
Project:
Belhaven Hospital
Water Street
Belhaven, NC
Developer:
TBEACON
STREET
Beacon Street Development Co., Inc.
3304 Six Forks Rd,
Raleigh, NC 27609
P.O. Box 6474
Raleigh, NC 27628
United States of America
Sheet Title:
Details - Marine
Facilities
No. Date: Issue Notes:
Design Firm:
Scott Murray Land Planning, Inc.
274 Botetourt Ct. Boydton, VA 23917
252-213-9501 434-689-2925 (fax)
www.stmlandplan.com
[e-mail]
Limitations of Use and Liability Disclaimer - This document
and all associated documents are provided for a specific site
and the named Project only. In no event shall the Client or
any third party copy or use any of the concepts, plans,
drawings, specifications, designs, or other documents or
data, document produced by the Consultant in connection
with the Project (the "Instruments of Service") for any
purpose other than those noted above or in relation to any
project other than the named Project without the prior
written permission of the Consultant. Liability arising from
the use of these documents is limited to the scope of
services fee agreed to in the Project Proposal Scope of
Services.
Scale:
As Shown
Date:
4-23-2021
Drawn & Checked Bv: •
STM 60
Surveyed.: of