154-21 Oversize Plan

R/W
4021 Arendell St.
Arendell Street
U.S. Highway 70
100, Public R/W
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top 23.81 %
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top 27.36 R/W cup �, $BM toph24.54 's 5 6 °3i`59'IE a3D.0
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D.B. 787, Pg. 224 r / ✓, / ���/
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Hotel Morehead City, L.P.
Hampton Inn
D.B. 1499, Pg. 25
Approximate Flood Zone Line Per
Town Of Morehead City FIRM 370048
6376 J Effective 7-16-03
.�1
a,
O� O� EIP
Bulkhead
PROJECT NO.: PM3057-001
DRAWING NO.: 1
39'
Riparian Line
15' Riparian Setback
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RAIN
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TWO STORY
RESIDENCE
f APPROX. 9,485 SF
FFE=21.0'
r
50' Surface water setback
NHW - BOUGUE SOUND
Bogue Sound
ID=20-36-(8.5)
CLASS=SA;HQW
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Arendell Street
Townhomes
M.B. 31, Pg. 690
tl �� N/F
Itl Itlr l Pak Street Condominium
tll� tl�� �ap �ook10T Page 331
tl'�tl rn0.
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Agreed Line Per Map II+ I o Book 31 Page 398
V) � 68 r I
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Property Boundary
r'70 � I
"TIE" eWPP Ex. Pump
5 6;7°33'09"E 89.99' ipe
\ —
at End Road < /
/ 5'4111w 50.00' Oak, Street
P EIP ' ¢wsp
N 67034'5911W
! ` I 16.00'
l
II Stream origin as determined
i II 11 by DWR on 08/14/2020.
\N
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Miller Two Family
Dw
elling
373
50' Surface venter setback
N�.
EIP on Original Property Line
.69?"TIE E 34EIP
0
EP
EIP
imit of NHW per DCM
08/20/2020 Site Visit
Riparian Line
15' Riparian Setback
0
I I PVC
50'Public R/W
_ epb s
IP ! B � IR/W
ewsp l�
5 60°24'47" E
77.56'"TIE"
I ` Lot Lines Per Map
Book 105 Page 373
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Linwood E. Stroud, P.E.
AREAS:
LOT AREA = 190,291 SF OR 4.37 ACRES
WETLANDS = 11,885 SF
IMPERVIOUS:
UNDER ROOF = 9,485 SF
POOL WALL = 98 SF
OUTDOOR GRILL = 24 SF
EXPOSED CONCRETE WALL = 3.5 SF
TOTAL IMPERVIOUS = 9,610.5
GROSS
PARCEL AREA =
190,293
SF
GROSS
WETLAND AREA =
11,885
SF
GROSS
WoUS AREA =
1,199
SF
GROSS
STREAM AREA =
1,327
SF
NET PROJECT AREA =
175,882
SF
9,610.5 / 175,882 SF = 5.5% COVERAGE
TOTAL DISTURBED AREA = 36,681 SF
TOTAL BUILT UPON AREA = >10,000 SF
(>12% OF TOTAL SITE AREA MINUS COASTAL
WETLANDS)
NOTES:
1. SITE PLAN PROVIDED BY KERSTING ARCHITECTURE.
2. SURVEY PROVIDED BY BELL & PHILLIPS SURVEYING
SITE PLAN
R E V I S 1 0 N S
THE PATE RESIDENCE
MOREHEAD CITY CARTERET COUNTY
OWNER: GREEN CHANNEL MARKER, LLC
ADDRESS: 1417 ALEXANDER LANE
TRENT WOODS, NC 28562
PHONE: [phone]
STROUD ENGINEERING, P.A.
107-8 COMMERCE STREET
GREEWALLE, NORTH CAROLINA 27858
[phone]
LICENSE NO.C-0647
NORTH CAROLINA
DESIGNED: JLJ
DRAWN: JLJ
APPROVED: LES
DATE: 8/30/2021
SCALE: 1" = 40'
SHEET 1 OF 4

N/F
Hotel Morehead City, L.P.
Hampton Inn
D.B. 1499, Pg. 25
EIP,
Approximate Flood Zone Line Per
Town Of Morehead City FIRM 370048
6376 J Effective 7-16-03
NOTES:
1. SITE PLAN PROVIDED BY KERSTING ARCHITECTURE.
2. SURVEY PROVIDED BY BELL & PHILLIPS SURVEYING
3. FIELD SURVEY CONDUCTED ON 8/24/2021.
DATA COLLECTION WAS OBTAINED DURING THE HOURS OF 9AM-11 AM
ELEVATIONS OBTAINED BY INERTIAL SURVEYING METHODS.
4. VERTICAL DATUM BASED ON NAVD '88.
5. WATER DEPTHS ACQUIRED USING NOAA: TIDES & CURRENTS TOOL.
REFERENCE STATION: 8656502 MOREHEAD CITY HARBOR.
CONTROL STATION: 8656486 BEAUFORT, DUKE MARINE LAB, NC.
TIDAL EPOCH 1983-2001.
/ v CRt C
/ s
s
RAIN TANK GROUP 2 i
TWO STORY
RESIDENCE '� ?
APPROX. 9,485 SF
/ FFE=21.0' a
1 w
s8 cREt� RRpL /
`" N /
N/F
Miller Two Family
[)welling
M.B. 1051 Pg. 373
911(
1
50' Surface water setback
RAIN 0 j 1
� TANK � \ I�
1 GROUP 1
S
4 (
4
9
T ti
j ° ''—..ram. '•s""`...-/'.....'`.e..� �!s/'� — --�
50' Surface water setback
Riparian Line
15' Riparian Setback
NHW - BOUGUE SOUND
Bogue Sound
ID=20-36-(8.5)
CLASS=SA;HQW
Dock
(See Sheet 3)
o
N
EIP on Original Property Line
N 51020'27"E
I 1 �' ' �`\\ 34.69' "TIE"
- N
ox
EIP
200'
0
EP
0
PVC
EIP
.imit of NHW per [)CM
08/20/2020 Site Visit
Riparian Line
L�j miparian Setback
�t a tti rrar� y,
# PE 5279
LO
SHORELINE DETAIL
R E V I S 1 0 N S
THE PATE RESIDENCE
MOREHEAD CITY CARTERET COUNTY
OWNER: GREEN CHANNEL MARKER, LLC
ADDRESS: 1417 ALEXANDER LANE
TRENT WOODS, NC 28562
PHONE: [phone]
NORTH CAROLINA
DESIGNED: JLJ
DRAWN: JLJ
APPROVED: LES
PROJECT NO.: PM3057-001
DRAWING NO.: 2
Linwood E. Stroud, P.E
%z/
STROUD ENGINEERING, P.A.
107—B COMMERCE STREET
GREENVILLE, NORTH CAROLINA 27858
[phone]
LICENSE NO.C-0647
DATE: 8/30/2021
SCALE: 1" = 20'
SHEET 2 OF 4

23'
PROJECT NO.: PM3o5Y..D0t
DRANANG NO.: 3
-210
SLIP 1 g' O
O
2 60
SLIP SLIP 3
-2 O
-Oo O
x
3'
30'
NOTES:
1. FIELD SURVEY CONDUCTED ON 8�24�2027.
DATA COLLECTION WAS OBTAINED DURING THE HOURS 9AM-11AM
ELEVATIONS OBTAINED BY INERTIAL SURVEYING METHODS.
2. VERTICAL DATUM BASED ON NAVD '88,
3. WATER DEPTHS ACQUIRED USING NOAA: TIDES & CURRENTS TOOL.
REFERENCE STATION: 8656502 MOREHEAD CITY HARBOR.
CONTROL STATION: B656486 BEAUFORT, DUKE MARINE LAB, NC.
TIDAL EPOCH 1983-2001.
10'
1,
# PE 5279
Linwood E. Stroud, P.E.
DGq( PIAN
TIME PATE RESIDENCE
AIgVENEAO CITY CARIERET COUNTY
NORM
CAROUNA
owNeR: GREEN CHANNEL MARKER, LLC
N11 MIXAAM DR[
DDRF.SS: tlBIT NORM NC 2W2
PHONE: [phone]
DcscNFD:
a l
DRANK:
.W
APPROVED:
1£s
S
STROED ENGINEERING, P.A.
DATE: 8/30/2021
SCALE:
NTS
Z
qm � wa xA
SHEET J
OF 4

_
Q
Q
0
z
200
- PLATFORM
NNW +2.33f
IF FTT -- NLW —1.70'
LOOK PROFILE
U SCALc: NTs
BOAT LIFT -
12" PILE -
NORAIAL HIGH WATER +2.33' 6, �2 x 6 DECKING
STRINGERS
4.03'
NORMAL LOW WATER -1.70'
2" PILE
N.H.W. EL +2.33'
TREATED N.L.W. EL -1.70'
TIMBER PILES -
BOAT LIFT CROSS SECTION n TYPICAL DOCK SECTION
U SCALE: NTS
U SCALE: Nis
REVISIONS
\\\\\oo\�%[Vi 1CAmuoA/A
Q
9� •. DOCK PROMES
# PE 52]g = THE PATE RESIDENCE
<��•, (C MOREHEAD OW CARTERET COUNTY NORM CAROUNA
CAVNER GREEN CHANNEL MARKIN, ac OESGNEO: EJ
Ox OO jR• • .. • �xOx`\\ ADDRESS 101 ADWW USE
TINT WM NC 2B%2 DRAW: JLJ
nlll�lO`\ � exoNE: 252-361-1390
�T{'1{�L//\/ APPROYEO: TES
PROJECT NO.: sT
A STROUD ENGINEERING, P.A. DATE: e/M/2021
DRAVANG NO.: MJO4 M10 107-8 UTP NO MI WOUNA scALE; Nis
Linwood E. Stroud, P.E. rij 70- SHEET 4 OF 4