20190554 Ver 2_SAW 2019-00719 Preservation Point Plans_20200608

Strickland, Bev
From: Currey, Gregory E CIV USARMY CELRP (USA) <[e-mail]>
Sent: Monday, June 8, 2020 11:23 AM
To: Weychert, Curtis R; Mairs, Robb L; Dunn, Maria T.
Subject: [External] SAW 2019-00719 Preservation Point Plans
Attachments: Preservation Point CAMA Major Site Plans Final 3-6-2020.pdf
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Hello all. I got these drawings from Dana Lutheran on Friday. They are dated the same as the ones DCM sent
out, but the date is spelled out on the DCM one and the new one is just numbers.
I have seen a couple of differences in the drawings.
Maria, for example, Drawing C-1 for Kayak Launch #2 shows floating dock stops which were not in the first
version and that you had a comment about.
Let me know if you have questions.
G reg
Greg Currey
Project Manager
USACE, Wilmington
69 Darlington Ave.
Wilmington, NC 28403
PH 910-251-4707
1

CAMA MAJOR PLANS
for
PRESERVATION POINT
SUBDIVISION
New Hanover County, North Carolina
OWNER/ DEVELOPER:
PRESERVATION POINT PARTNERS, LLC
9827 COGDILL RD., SUITE 1
KNOXVILLE, TN 37932
ENGINEER/ LANDSCAPE ARCHITECT
Coastal Land Design,PLLC
Civil Engineering / Landscape Architecture
Land Planning / Construction Management
NCBELS Firm License No: P-0369
P.O.Box 1172 Phone:[phone]
Wilmington, INC 28402 www.cldeng.com Fax: [phone]
SURVEYOR:
ESP & ASSOCIATES, INC.
211 RACINE DR. SUITE 101
WILMINGTON, NC 28403 (P)910-4443899
www.espassociates.com /LIC# F-1407
CONTENTS
I-1 PROPOSED OVERALL DEVELOPMENT INDEX
-2 PROPOSED ISLAND AMENITY INDEX
A-1 PROPOSED BOARDWALK PLAN & PROFILE (1 OF2)
A-2 PROPOSED BOARDWALK PLAN & PROFILE (2 OF 2)
B-1 PROPOSED DOCK & LAUNCH PLAN (#2 NORTHERN SITE)
C-1 PROPOSED DOCK & LAUNCH PLAN (#1 SOUTHERN SITE)
D-1 PROPOSED MARINA PLAN
D-2 PROPOSED MARINA DETAIL PLAN
CW-1 PROPOSED WETLAND IMPACTS
CW-D1 PROPOSED WETLAND IMPACT DETAILS
SITE 1 PROPOSED SECTION 1 DEVELOPMENT
ISSUED FOR AGENCY
REVIEW ONLY
NOT RELEASED FOR
CONSTRUCTION
BEFORE YOU BIG, CALL
North
CaronnaSE.
www=81 �
Coastal Land Design, PLLC
Civil Engineering / Landscape Architecture
Land Planning / Construction Management
NCBELS Firm License P-0369
P.O.Box 1172 Phone: [phone]
Wilmington, NC 28402 Fax: [phone]
www.cideng.com
PRESERVATION POINT
SUBDIVISION
CAMA MAJOR PERMIT PLANS
PRESERVATION POINT PARTNERS LLC
9827 COGDILL RD, STE. 1
KNOXVILLE, TN 37932
Date: 2/10/2020
APPROVED:
JBP
PROJECT:
989-01
CHECKED:
SL
SCALE:
AS NOTED
DESIGNED:
RL
RELEASE:
PRELIMINARY
COVER
SHEET 1 OF 12

I
I
I I
I
I
I
I
I
I
I
I
I
I
SEE SHEETS D-1 & D-2
COMMUNITY BOATING
FACILITY
(ALL COMPONENTS,
FEATURES, & DETAILS)
L— — — — — — —
1. Project combined grid factor used is published 1.00002523.
2. Horizontal datum used for this project is NAD 1983 / NSRS 2011 (US Survey
Feet).
SEE SHEET B-1 3. The ground control coordinates are localized coordinates based on State
NORTHERN DOCK AND Plane coordinates for NGS "HIGHWAY".
sTAL WETLAND CANOE/KAYAK LAUNCH I 4. This plat is derived from information gathered by an actual field survey
75' C.O.D. COASTAL V_, made by this office and platted February, 2017.
WETLAND SETBACK 5. The primary survey control azimuth was established using the NC VRS
Network and verified using NGS control.
6. All distances are horizontal ground measurements unless otherwise noted.
/ 7. All areas computed by coordinate computation method.
II
8. Tracts 3A, 313 & 3F are located within multiple FEMA Flood Hazard Areas as
BU � depicted on sheet 1 of 3.
✓, 0' NC DEMLR STORMWATER 9. Site zoning and portions of depicted shaded reference information per New
RFACE WATER SETBACK HOBO SAND Hanover County GIS website.
30' ESTUARINE 10. Wetlands delineatated by Southern Environmental Group, Inc.
(: SHORELINE BUFFER 11. USACE Action ID SAW-2019-00719.
P 1.83 CONTOUR (MHW)
.: SURVEYED 2019 SEE SHEETS 12. DWR project number 2019-0554 V1.
A-1 & A-2
10' FIXED BOARD ALK
404 WEIUWD
1404 WETLAND
SOL
CAN
COASTAL WETLAND
i75' C.O.D. COASTAL WE
i JQ,�-_I
NORTH
50 25 0 50 100
BAR SCALE 1 "=500'
T A-1
SEE
rFE�
SHEET -
J
SHEET C-1
RN DOCK AND
75' A.E.C. BUFFER—
AYAK LAUNCH NHW/COASTAL WEILANDI„
SETBACK
A.E.C. BUFFER
/COASTAL WETLAND
Coastal Land Design, PLLC
Civil Engineering / Landscape Architecture
Land Planning / Construction Management
NCBELS Firm License P-0369
P.O.Box 1172 Phone: [phone]
Wilmington, NC 28402 Fax: [phone]
www.cldeng.com
PRESERVATION POINT
SUBDIVISION
CAMA MAJOR PERMIT PLANS
PRESERVATION POINT PARTNERS LLC
9827 COGDILL RD, STE. 1
KNOXVILLE, TN 37932
Date: 2/10/2020
PROPOSED OVERALL
DEVELOPMENT INDEX
APPROVED:
JBP
PROJECT:
989-01
CHECKED:
SL
SCALE:
AS NOTED
DESIGNED:
RL
RELEASE:
PRELIMINARY
1-1
SHEET 2 OF 12

COASTAL WETLAND
00 50 0 100 200,11
BAR SCALE 00
NORTHEAST CAPE FEAR RIVER
/
SEE SHEETS D-1 & D-2
COMMUNITY BOATING FACILITY i
TO COMMUNITY BOATING FACILITY `C<
PROPOSED 10' WIDE FIXED PIER
PROPOSED 20'X200" CONSTRUCTION CROSSING
LOGGING MATS OR ALIKE TO BE USED WHILE
CROSSING WITH HEAVY MACHINERY
HATCH LEGEND:
�404 WETLAND HATCH
W
COASTAL WETLAND HATCH
r — 'PROJECT REVIEW AREA
LJ
BUILT UPON AREA:
#1:
OPEN AIR PAVILLION
=5,500 SF
#2:
KAYAK STORAGE (NORTH)=
299 SF
#3:
GAZEBO (NORTH)
= 171 SF
#4:
KAYAK STORAGE (SOUTH)=
299 SF
#5:
GAZEBO (SOUTH)
= 171 SF
#6:
PICKLEBALL COURTS
=1,760 SF
#7:
MINIATURE GOLF COURSE
=1.407 SF
TOTAL
=9,607 SF
30' ESTUARINE SHORELINE BUFFER
50' NC DEMLR STORMWATER
J y y J J J y SURFACE WATER SETBACK
75' A.E.C.
W W y y W\ W
••.•• MEAN HIGH WATERLINE
•••, 2'. •PROPCSSfD \�
�(J�I 23'X13' (299
W W \\W W
KAYAK STORAG&••
••• y y y y y
• y y� y y y
y \may y y y
�• y `\Y\ y y y
y y •••; ^; ALL CART PATHS 40 % y y\\\ y y
^� PARKING AREAS '•. "" y\\ y y y
y y � y y y • • y y Vy y y
y y y •: :ARE TO BE MULCH •••• y �\ y y W
y y/ y y y ••• • ••••••• •••• y y J\ y y
W W W W � W W W W W W : •••�•••••• • ••••••••• W W\\ W W W
W W �W W W • : : "•
; #7: PROPOSED •.•
MINIATURE GOLF
COURSE 1.407 SF '•;
y iy y • �� • •
•
y W I y y • • •
y iy ; j •
y WI y Im • •
#6: PROPOSED •�
• t 404 ETLAN DOUBLE PICKLEBALL ••
• COURTS 20'X44' EACH
• o •
(1,760 SF •.
SE
y y .� • OPEN AIR PAVILLION /
y y
W W
// COASTAL WETLAND
SEE SHEET B-1
NORTHERN DOCK AND I /
CANOE/KAYAK LAUNCH
—75' C.O.D. COASTAL � TA(
WETLAND SETBACK T nr,�
y y JJy y
y y y Jy y y W I JJ
y y . . y 404 WETLAND
y y y y y Jy icy y y y
OPOSED
\ 91
y y y \. . . . . '9
ZEBO
W W W \ar\ W W UPLAND .•••••••.,
y y J� y � •••
y y y y ,
y �y y • ;
y y� y y • •
y y � y y y ; •
••••• 75' C.O.D. COASTAL ••'•••..•• (\v''
TLAND SETBACK ••••
y W W #4 ftPOSED
W W 23'X13' T•299 SF1
`yam UPLAND KAYAK STOFA• ,E % ••�
y y y \W \\\ y Jy J� W
. y y P L .y
y y y W _____-_-_ ----- 1 SF
404 WETLAND y y y GkZ y
W W y F11 y y y W
COASTAL WETLAND
\ y W
W\\ W W
i
y \W y y
•�
W\\ y y
•
•
W \ y y
•
•
y y W y y
SE
Z yET y
A—
&` ±2\ y y
10'
IXED OAR WA �y
�n�SV�11—�\L
YAK LAUNCHI
Coastal Land Design, PLLC
Civil Engineering / Landscape Architecture
Land Planning / Construction Management
NCBELS Firm License P-0369
P.O.Box 1172 Phone: [phone]
Wilmington, INC 28402 Fax: [phone]
www.cldeng.com
PRESERVATION POINT
SUBDIVISION
CAMA MAJOR PERMIT PLANS
PRESERVATION POINT PARTNERS LLC
9827 COGDILL RD, STE. 1
KNOXVILLE, TN 37932
Date: 2/10/2020
PROPOSED ISLAND
AMENITY INDEX
APPROVED:
JBP
PROJECT:
989-01
CHECKED:
SL
SCALE:
AS NOTED
DESIGNED:
RL
RELEASE:
PRELIMINARY
1-2
SHEET 3 OF 12

som MM soon mom soon 00� Iowa mom, soma mama
PROPOSE '-I�\\\ � snow 000 snow � own� SWAM � � swift _
BIKE/WALKI STRA�I m� 75' AEC COASTAL WETLAND �j.mom
Z I I 50' NC DEMLR STORMWATER SURFACE WATER SETBACK
30' ESTUARINE SHORELINE BUFFER � PROPOSED 10' WIDE ELEVATED,
m D BOARDWALK - 550 LF
MEAN HIGH WATER LINE
O `I' �' �' \ N' MATCHLINE
20' TEMPORARY CONST CTI
J J COMPONENT B1-C= 4,890 SF C RRID R (TOTAL=31,422 SF/0.72 AC)
404 W TLAND /(489LF 10' WIDE FIXED BOARDWALK) /
41 �
MUL H 404 WETLAND LINE / � � fig
CART PATH �� �
//om mom 'Mm mom
WALKING � � � 6AWn MOM
TRAIL ' �r _
50 0 50 100
PROPOSED BOARDWALK PLAN
BEGIN 10' WIDE MEAN HIGH WATER SCALE 1"=50' BAR SCALE 1 "=50' MATCHLINE
ELEVATED, 404 WETLAND 30' EST. COASTAL WETLAND BB-1B
FIXED SHORE. 4.0' MIN COMPONENT B-1C
BOARDWALK 75' AEC BUFFER ABOVE SUBSTRATE PROPOSED 10' WIDE ELEVATED,
FIXED BOARDWALK - 550 LF
30.0
75'
RISE/FALL SECTIONS TO
7
MEET A.D.A. STANDARDS
PROPOSED BOARDWALK PROFILE
SCALE 1 "=50'
B-1 A
PROP7ED WIDE ELEVATED, / / 1,100 LF
/ I�AT NCO) TH
1 CIN / / / ,FIX BOA�DWF}LK - 550 LF Z o Z MATCHLINE
w Lu/0 / z / Lu 0
/ 20' TEMPORARY CONSTRUCTION Q w O w O ;n
CORRIDOR (TOTAL=31,422 SF/0.72 AC) o T X
M L
COMPONENT 5,500 SF
/ 550LF 10' WIDE IXED BOARDWALK
50' 0' 50' 100'
PROPOSED BOARDWALK PLAN
SCALE 1"=50' BAR SCALE 1 "=50'
MATCHLINE
B-1C U
ui w
ui 'Ifw U
B-1A _
Q
w0p�
w00-1 LL Q
1,100LF
' in
PROPOSED 10' WIDE ELEVATED,
o = D
c� cn m
_
z
=
z
o = D in
co cn m
: MATCHLINE
FIXED BOARDWALK - 550 LF +
4.0' MIN J 6.0' MIN
ABOVE SUBSTRATE ABOVE NHW
COMPONENT B-1B
PROPOSED BOARDWALK PROFILE
SCALE 1"=50'
RISE/FALL SECTIONS TO MEET A.D.A.
STANDARDS (V PER 12' OR FLATTER)
Coastal Land Design, PLLC
Civil Engineering / Landscape Architecture
Land Planning / Construction Management
NCBELS Firm License P-0369
P.O.Box 1172 Phone: [phone]
Wilmington, NC 28402 Fax: [phone]
www.cideng.com
PRESERVATION POINT
SUBDIVISION
CAMA MAJOR PERMIT PLANS
PRESERVATION POINT PARTNERS LLC
9827 COGDILL RD, STE. 1
KNOXVILLE, TN 37932
Date: 2/10/2020
PROPOSED BOARDWALK
PLAN & PROFILE
APPROVED:
JBP
PROJECT:
989-01
CHECKED:
SL
SCALE:
AS NOTED
DESIGNED:
RL
RELEASE:
PRELIMINARY
A-1
SHEET 4 OF 12

NORTH
50' 0' 50' 100'
BAR SCALE 1 "=50'
owl T� T
I / /
I�ATCHLIN
/ woo _
L 000 0
MATCHLINE
B-1 B
75' AEC & COD COASTAL WETLAND SETBACK
50' BUA BUFFER —
NHW/COASTAL WETLAND—_
PROPOSED 10' WIDE ELEVATED, 30' AEC VEGETATIVE BUFFER
FIXED BOARDWALK - 527 LF
404 WETLAND LINE
UPLAND
IJ
404 WETLAND-\—
COMPONENT B-1X= 5�0 SF
/ (10' WIDE FIXED BOA DWALK) 404 WETLAND y 9
—2 TEMPORARY CONSTRUCTION y 7 /
CORRIDOR (TOTAL=31,422 SF/0.72 AC) _ /
UPLAND
COMPONENT B-1A= 5,270 SF
(10' WIDE FIXED BOARDWALK)
COMPONENT B-2
% -S__15'X15' PILE -SUPPORTED
FIXED GAZEBO
PROPOSED BOARDWALK PLAN (DRIP LINE)
SCALE 1 "=50'
PROPOSED 10' WIDE ELEVATED,
FIXED BOARDWALK - 527 LF
30' AEC 75' AEC BUFFER/
VEG. COD COASTAL
BUFFER SETBACK
NORMAL HIGH 404
WATER/COASTAL WETLAND
WETLAND
4' MIN ABOVE
SUBSTRATE
RISE/FALL SECTIONS TO
MEET A.D.A. STANDARDS
PROPOSED BOARDWALK PROFILE
SCALE 1 "=50'
404
WETLAND END 1,627 LF X 10'
WIDE ELEVATED,
FIXED BOARDWALK
Coastal Land Design, PLLC
Civil Engineering / Landscape Architecture
Land Planning / Construction Management
NCBELS Firm License P-0369
P.O.Box 1172 Phone: [phone]
Wilmington, NC 28402 Fax: [phone]
www.cideng.com
PRESERVATION POINT
SUBDIVISION
CAMA MAJOR PERMIT PLANS
PRESERVATION POINT PARTNERS LLC
9827 COGDILL RD, STE. 1
KNOXVILLE, TN 37932
Date: 2/10/2020
PROPOSED BOARDWALK
PLAN &PROFILE
APPROVED:
JBP
PROJECT:
989-01
CHECKED:
SL
SCALE:
AS NOTED
DESIGNED:
RL
RELEASE:
PRELIMINARY
A-2
SHEET 5 OF 12

UPLAND
30' ESTUARINE --Iqw
SHORELINIBUFFER
404 WETLAND
I MEAN HIGH
WATER LINE
'COMPONENTS
KL1-1 = 1,386 SF
(6'X231', FLED PIER)
' PROJECT
REVIEW AREA
I
' COMPONENT
KL1-2 = 144.0 SF
(18'X8' T-HEAD
WITH RAILINGS)
75' AEC
As]
WALKINGIB4 NISNGG TRAIL
(UPLAND)
#3: PROPOSED 19'X9' (171 SF) FIXED GAZE
w
a
W
_O
Zo
r ' \
0
a0
a I
COASTAL WETLAND
1Z
PROJECT
BO REVIEW AREA
\ GRASS LINE
MEAN LOW
WATER LINE
14' = 1/4'
op o
WATERBODY
WIDTH � o
J DQ
EDGE OF CHANNEL
56.1' WATERBODY�' A^ o o a
WIDTH ASS \ O
o O D
M o
MEAN LOW WATER LINE •0
GRASS LINE
M4
0
DETAIL SCALE V=20'
COASTAL WETLAND ' KAYAK LAUNCH #1 (NORTHERN)
ISURFACE
AREA OF COMPONENTS OF
KAYAK LAUNCH 1 (KL1):
'KL1-1
= 1386.0 SF
KL1-2 = 144.0 SF
KL1-3 = 24.0 SCEc AT LEAST 3'
COMPONENT
'
KL1-4 = 24.0 SIB ABOVE
SUBSTRATE
KL1-4 = 24.0 SF
(8'X3' FLOATING
TO = f78 SF
DOCK) I
MEAN LOW
WATER LINE
HATCH LEGEND:
GRASS LINE'
�404 WETLAND HATCH �A A
I
COASTAL WETLAND HATCH
LCOMPONENT
KL1-3 = 24.0 SF
(8'X3' FLOATING C
DOCK)
D
EAN LOW �
WATER LINE
DOCK AND LAUNCH PLAN SCALEI"=30'
KAYAK LAUNCH #1 (NORTHERN)
r n PROJECT REVIEW AREA
IXED PIER
56.1' TO
OPPOSITE
MARSHLINE
T-HEAD WITH RAILING
p w GANGWAY I z =
Q �
LAUNCHING PLATFORM
(AT MEAN LOW WATER)
SIDE VIEW (VERTICAL 8, HORIZONTAL) SCALE 1" = 5'
KAYAK LAUNCH #1 (NORTHERN)
�kVil: kV1k1 I[w1rA
Coastal Land Design, PLLC
Civil Engineering / Landscape Architecture
Land Planning / Construction Management
NCBELS Firm License P-0369
P.O.Box 1172 Phone: [phone]
Wilmington, NC 28402 Fax: [phone]
www.cideng.com
PRESERVATION POINT
SUBDIVISION
CAMA MAJOR PERMIT PLANS
PRESERVATION POINT PARTNERS LLC
9827 COGDILL RD, STE. 1
KNOXVILLE, TN 37932
Date: 2/10/2020
YAK LAUNCH #1 (NORTHERN)
APPROVED:
JBP
PROJECT:
989-01
CHECKED:
SL
SCALE:
AS NOTED
DESIGNED:
RL
RELEASE:
PRELIMINARY
B-1
SHEET 6 OF 12

PROJECT
REVIEW AREA
COMPONENT
HATCH LEGEND:
�404 WETLAND HATCH
COASTAL WETLAND HATCH
r n PROJECT REVIEW AREA
t. IIIIIIIIIi
30' ESTUARINE
SHORELINE BUFFER
SURFACE AREA OF COMPONENTS
S ' Ur Y\HTHY\ LMUTAI_,M L kr\LL).
KL2-1=1296.0 SF
Lj
j MEAN HIGH KL2-2 = 108.0 SF
WATER LINE' KL2-3 = 24.0 SF
' TOTAL = 1,428.0 SF
1
I
COMPONENT '
KL2-3 = 24.0 SF
(8'X3' FLOATING
KAYAK LAUNCH)
COMPONENT ' GRASS LINE
' KL2-2 = 108.0 SF
18'X6' T-HEAD
WITH RAILINGS)
' a o
' o MEAN LOW
WATER LINE
' o
a
GRASS LINE
DOCK AND LAUNCH PLAN SCALEI"=30'
KAYAK LAUNCH #2 (SOUTHERN)
PROPOSED 6'X216'
FIXED PIER (1,296 SF)
GRASS LINE -"—-�-
ROJECT
REVIEW AREA
4 v
MEAN LOW
MEAN LOW WATER LINE
WATER LINE
0
a o _
o 8.5'=1/4 CHANNEL WIDTH
1
GRASS LINE
w `
Q
GE OF CHANNEL '
DETAIL SCALE 1" = 20'
KAYAK LAUNCH #2 (SOUTHERN)
6' WIDE FIXED PIER
AT LEAST 3'
ABOVE
SUBSTRATE
w
z
J
w
(D
z
w
6'X18' T-HEAD
WITH RAILING
FLOATING
DOCK STOPS
SIDE VIEW VERTICAL & HORIZONTAL SCALE 1" = 5'
KAYAK LAUNCH #2 (SOUTHERN)
wl 13: w
z Oz
JI IJ J
U ) 34.1' TO
I z¢ w
Q OPPOSITE
w ­-
0� MARSHLINE
��
�oc
8'X3' FLOATING
DOCK
MHW 4.27' 1
MLW -0.0
Coastal Land Design, PLLC
Civil Engineering / Landscape Architecture
Land Planning / Construction Management
NCBELS Firm License P-0369
P.O.Box 1172 Phone: [phone]
Wilmington, NC 28402 Fax: [phone]
www.cideng.com
PRESERVATION POINT
SUBDIVISION
CAMA MAJOR PERMIT PLANS
PRESERVATION POINT PARTNERS LLC
9827 COGDILL RD, STE. 1
KNOXVILLE, TN 37932
Date: 2/10/2020
KAYAK LAUNCH #2 (SOUTHERN)
APPROVED:
JBP
PROJECT:
989-01
CHECKED:
SL
SCALE:
AS NOTED
DESIGNED:
RL
RELEASE:
PRELIMINARY
C-1
SHEET 7 OF 12

EDGE DE MARSH
75' COD COASTAL
WETLAND SETBACK LINE
COASTAL WETLAND LINE
30' ESTUARINE
SHORELINE BUFFER
MEAN HIGH WATER—
ELEV=1.83
75' AEC
' �fUP AND
4041LA111))
PROPO 20'X200" CONSTR �---
\\\ GING MATS
ALIKE O BE USED WHILE
CROSSING WITH HEAVY MACHINERY t`
MLW �As L L
\ APPROXIMATE \\
MARSH LINE
FLOATING M— COMPONENT=3,300 SF
M-3 COMPONENT=680 SF (10.0 LF X 330 LF)
(8.OLF X 85 LF) FLOATING PIER
—
M-4 COMPONENT=1,010 SF
29' DOCK (10 LF X 101 LF)
TO DEFLECTOR n L _n A. n n n n n,
M-6 COMPONENT=150 SF
150'(L) X 1'(W) DEBRIS DEFLECTOR/
BREAKWATER (*SEE NOTE)
100' BUFFER
TURNING BASIN
* The debris deflector/breakwater will be made of three 10 in. construction grade dredge
pipes with composite block spacers in between. The pipe closest to the surface of the
water will be filled with foam to allow for floatation. The piping will be anchored by timber
pilings and will extend approximately 3.5 ft below the surface of the water. Timber
pilings will be spaced every 24 ft and will all have solar powered navigation
lights on the upstream side. A solar powered navigation light will also be located on the
downstream side of the outermost piling (waterward). In addition, the 4x4 on top of the
pipe running the full length of the structure will be painted with reflective paint. The
structure will be 150 ft in length.
M
1/4 CHANNEL WIDTH (MARSH
LINE TO MARSH LINE)
C
N
CD
CD
6
COASTAL
\ \\\ WETLAND SETBACK
\\\
M LW
FLOATING T—HEAD
M-2 COMPONENT=9,090 SF
(10 LF X 909 LF)
29' DOCK TO
DEFLI-GTOf?
COMPONENTS GROSS AREA
M-1=
680 SF
M-2=
9,090 SF
M-3=
680 SF
M-4=
1,010 SF
M-5=
3,300 SF
M-6=
150 SF
M-7=
150 SF
TOTAL=
15,060 SF
100' BUFFER
NAVIGATION CHANNEL
NAVIGATION CHANNEL CENTERLINE
M
FLOATING DOCK
M-1 COMPONENT=680 SF
(8.0 LF X 85 LF)
M-7 COMPONENT=150 SF
150'(L) X 1'(W) DEBRIS DEFLECTOR/
BREAKWATER (*SEE NOTE)
NORTH
Coastal Land Design, PLLC
Civil Engineering / Landscape Architecture
Land Planning / Construction Management
NCBELS Firm License P-0369
P.O.Box 1172 Phone: [phone]
Wilmington, INC 28402 Fax: [phone]
www.cideng.com
PRESERVATION POINT
SUBDIVISION
CAMA MAJOR PERMIT PLANS
PRESERVATION POINT PARTNERS LLC
9827 COGDILL RD, STE. 1
KNOXVILLE, TN 37932
Date: 2/10/2020
PROPOSED MARINA PLAN
APPROVED:
JBP
PROJECT:
989-01
CHECKED:
SL
SCALE:
AS NOTED
DESIGNED:
RL
RELEASE:
PRELIMINARY
D-1
SHEET 8 OF 12

* SEE SHEET FOR TURNING BASIN AND FIXED PIER
NAVIGATION CHANNEL LOCATION AND DIMENSIONS M-5 COMPONENT=3,300 SF �
4
4�
(10.0 LF X
330 LF) �
�
\ \
\
\
CO A TA W Al
\\\
\
COASTAL WETLAND LINE
�\
APPROXIMATE
MARSH LINE
FLOATING DOCK
FLOATING DOCK
FLOFLO COMPONENT=680 SF
M-4 COMPONENT=1,010 SF
(10 LF X 101 LF)
(8.0 LF X 85 LF)
MEAN LOW WATER LINE
(DEPTH = 0.00)
FLOATING T-HEAD ,tip
01
FLOATING DOCK
M-3 COMPONENT=680 SF°�
M-2
COMPONENT=9,090 SF
1(8.0 LF X 85 LF) ,m�
(10 LF X 909 LF)
N
IC21
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0 O O ® O7 9O 10 11 12 13
20
14 1 16 17 18 19
23 24
21 22 0 27 28 29 30 31 32 33 ® 35 36 3© 38 39 40 41 42 43 ® 45
46 47 49 50 51 52 O
® 57 58 59 60 61 62 63 64 65
66 67 68 69 70
O 85 ® 87 88 89
71 72 73 74 O 76 © 78 79 80 :717@
91 92 93 94 95 96 97 98
/
`TIE
i0�ry
I �
i
PILING (TYPICAL)
63 TOTAL PILINGS
,285 LF BETWEEN
1
MARSH LINES
1/4 CHANNEL WIDTH
(MARSH LINE TO MARSH
LINE)
M-6 COMPONENT=150
SF
M-6 COMPONE =150 SF
150'(L) X 1'(W) DEBRIS DEFLECTOR/
150'(L) 1'(W) DEBRIS DEFLECTOR/--
NORTH BREAKWATER (*SEE NOTE)
BREAnATER (*SEE NOTE)
80 0
- 80 160
PROPOSED DOCK,
BOAT SLIP, & PIER DETAIL PLAN
BOAT SLIP COUNT
QTY SIZE
SCALE 1"=80'
BAR SCALE
1 "=80'
10 30X13
10 30X14
2 30X16
5
4 35X14
10 35X15
17 35X16
-5
6 40X15
7 40X17
—
-1 u
10 45X16
-1 5
8 45X18
PROPOSED MARINA PROFILE VIEW
981TOTAL50X19 10' WIDE T-HEAD
SLIFLOATING
DOCK
SCALE 1"=20'
GANGWAY MEAN LOW WATER=0.0
5-
0
-- --
Z
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-5
_
al
-10
MEAN 111611
WAIEH LINE
-15
PROPOSED MARINA PROFILE VIEW
SCALE 1 "=20'
Coastal Land Design, PLLC
Civil Engineering / Landscape Architecture
Land Planning / Construction Management
NCBELS Firm License P-0369
P.O.Box 1172 Phone: [phone]
Wilmington, NC 28402 Fax: [phone]
www.cideng.com
PRESERVATION POINT
SUBDIVISION
CAMA MAJOR PERMIT PLANS
PRESERVATION POINT PARTNERS LLC
9827 COGDILL RD, STE. 1
KNOXVILLE, TN 37932
Date: 2/10/2020
PROPOSED DOCK, BOAT
SLIP, &PIER DETAIL PLAN
APPROVED:
JBP
PROJECT:
989-01
CHECKED:
SL
SCALE:
AS NOTED
DESIGNED:
RL
RELEASE:
PRELIMINARY
D-2
SHEET 9 OF 12

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PREVIOUSLY AUTHORIZED
PERMANIMPACT AREA-7 ENT
PREVIOUSLY AUTHORIZED
` PERMANENT IMPACT AREA-6
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404 WETLAND LINE
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PREVIOUSLY AUTHORIZED
PERMANENT IMPACT AREA-8
PREVIOUSLY AUTHORIZED
TEMPORARY IMPACT AREA -,I
/
l`. PROPOSED AREA 'APROPOSED AREA 'A'=1,4599 I ;
` SF/0.033 AC
!•`•'•'.'. (SEE SHEET CW-DI
FOR CROSS-SECTION)
PROPOSED AREA 'B'= 80
(SEE SHEET CW AC
-D1 /'.'
FOR CROSS-SECTION) - /• / \'�`
UPLAND
UPLAND I--.� \ \ j /� /' ' WETLAND
' PROPOSED AREA 'D'= i ' ♦ j �.- i
Z372 SF/0.054 AC
(SEE SHEET CW-D1 FOR I `\ \ UPLAND? fj—
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PREVIOUSLY AUTHORIZED / / • :r ' / '' 1 1I,
PERMANENT IMPACT AREA-3
1-17
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PROPOSED AREA-C'=352 SF/0.008
(SEE SHEET CW-DI FOR CROSS-SECTION)
PREVIOUSLY AUTHORIZED
PERMANENT IMPACT AREA-1
PREVIOUSLY AUTHORIZED
PERMANENT IMPACT AREA-2
,
LL
j // ..-� `' j �/ fi j j�� j y✓�/ j r� / tYj 4 8 j ' j y / y' t 0 T = 80, / �/` ` �j,i /�j/'rjj ,/i`� ISSUED FOR AGENCY REVIEW ONLY
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BEFORE YOU BIG, CALL
North
Carol�na`� ;
www.nc811.org
Coastal Land Design, PLLC
C,va En,,,.,g l I Landscape ...g,,,m
Land Planning IF., s then Management
NCBELS Firm License P-03fi9
P.0 B. 1172 Phone: [phone]
W.1-gb, NC2W2 Fax: 91G2fi W2
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PRESERVATION POINT
PARNTERSLLC
9827 GOGDILL RD, STE 1
KNOXVILLE, TN 37932
[phone]
01/15/2020
APPROVED'. JRC PROD ECT. 989-0,
CNECKE D'. JRC SCALE'. 1"=80'
DESIGNED'. SJ RELEASE'. DESIGN
SHEET
CW-1
SHEET 10 OF 12

a,
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404 WETLAND::
75 AEC
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-
NHW/COASTAL WETLAND
PROPERTY BOUNDAR
Coastal Land Design, PLLC
Civil Engineering / Landscape Architecture
Land Planning / Construction Management
NCBELS Firm License P-0369
P.O.Box 1172 Phone: [phone]
Wilmington, INC 28402 Fax: [phone]
www.cideng.com
PRESERVATION POINT
SUBDIVISION
CAMA MAJOR PERMIT PLANS
PRESERVATION POINT PARTNERS LLC
9827 COGDILL RD, STE. 1
KNOXVILLE, TN 37932
Date: 2/10/2020
PROPOSED SECTION 1
DEVELOPMENT INDEX
APPROVED:
JBP
PROJECT:
989-01
CHECKED:
SL
SCALE:
AS NOTED
DESIGNED:
RL
RELEASE:
PRELIMINARY
SITE 1
SHEET 12 OF 12

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DISTURBANCE LIMITED TO
RIGHT—OF—WAY LINE
2" ASPHALT
SIDEWALK
12"x12" POURED
6 MARL BASE (Min), CONTINUOUS 12"x12" POURED
RIBBON CURB
RIBBON CURB
CROSS-SECTION DETAIL - PROPOSED IMPACT "D" (SHEET CW-1)
15
15
PROPOSED IMPAC AREA C
10
LENG — 10
24 H X 8 W ®0. 1%
—
5
540 ;RQBOX
5
0
0
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0
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w Li w Li w Li
w w
w
w w w
CL ' 10 CL CL+10
CL+20
CL+30
CL+40 CL+50 CL+60
CROSS-SECTION VIEW
10'
5' 0 10' 20'
PROPOSED AREA "C" SHEET CW-1
c
1" = 10' (ON 11" X 17" PLAN SHEET)
HORIZONTAL SCALE 1" = 10'
zo
zo
MPORARY
15
5 SID
WALK
—
—
75
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cc-50
cc-40 cc-ao cL-so
a-10
CL 10 20 cLso
a+40 a+so a+so a+70
10'
5' 0 10' 20'
CROSS-SECTION VIEW
PROPOSED AREAS "A" & "B" (SHEET CW-1)
A&e
1" = 10' (ON 11" X 17" PLAN SHEET)
cW—'Xi
HORIZONTAL SCALE 1" = 10'
Coastal Land Design, PLLC
Civil Engineering / Landscape Architecture
Land Planning / Construction Management
NCBELS Firm License P-0369
P.O.Box 1172 Phone:[phone]
Wilmington, NC 28402 Fax: [phone]
www.cldeng.com
PRESERVATION POINT
SUBDIVISION
CAMA MAJOR PERMIT PLANS
PRESERVATION POINT PARTNERS LLC
9827 COGDILL RD, STE. 1
KNOXVILLE, TN 37932
[phone]
Date: 2/10/2020
APPROVED:
JBP
PROJECT:
989-01
CHECKED:
SL
SCALE:
AS NOTED
DESIGNED:
RL
RELEASE:
PRELIMINARY
CW-D1
SHEET 11 OF 12