98-20 Oversized Plans

ALMS SITE
SOUND
LEGEND
ROANOKE
SOUND
0 - EX. i' OPEN PIPE
• - EX. 1/2' REBAR
O - CALCULATED POINT
® - EX. CONC. MON.
❑ - CONC. MON. SET
j - EX. MAG NAIL
- MAG NAIL SET
�$( - EX. 1" PINCH PIPE
® - WATER METER
PHONE PEDESTAL
C.A.T.V.
UTILITY POLE
-� - GUY WIRE
�- FIRE HYDRANT
- ELECT. TRANS.
AG - ABOVE GRADE
BG - BELOW GRADE
- EX. CONC. INSIDE 3' OPEN PIPE
I
NOTES:
1. THIS SURVEY IS SUBJECT TO ANY FACTS THAT MAY BE
DISCLOSED BY A FULL AND ACCURATE TITLE SEARCH.
2. AREA BY COORDINATE COMPUTATION = Z500 S.F. (TOTAL) /
3. F.I.R.M. ZONE: AE; B.F.E.- 9.0' (PER F.I.R.M.) + 1' FREEBOARD / C'
4. PIN NO,: 11 988011 67 74-57 / 9 �\
5. RECORDED REFERENCE: DB 102, PG 589; DB 01, PG 35; DB 2205, PG. 944.
6. MINIMUM BUILDING LINES (MBL) IF SHOWN HEREON ARE PER THE
CURRENT LOCAL ZONING REGULATIONS. OTHER SETBACKS
AND/OR RESTRICTIONS MAY APPLY AND MUST BE VERIFIED! Q \
PRIOR TO CONSTRUCTION.
7. ELEVATIONS (NAVD 1988): N/A
8. PROPOSED LOT COVERAGE: ZONING CALCULATION: 208 S.F./1548 S.F. (13.4%)
(INCLUDES
UOF 8'P DEOUS CONC. ON PARCEL. WESTERN DOCK OVER LAND). PROPOSED LAND AREOF PROP. BLD. A- 1548 S.F.
CAMA CALCULATION: 168 S.F./1548 S.F.: 10.9% (INCLUDES PERVIOUS CONC. ON /
PARCEL, PORTION OF PROP. BLD. OVER LAND; ENTIRE PARCEL WITHIN 75' CAMA AEC) /
9. EXISTING LOT COVERAGE (CAMA DEFINITION): 73 (EX. CONIC.) + 239 (EX. GRAVEL /
TO BE REMOVED) = 312 S.F. / 1464 (EX. LAND): 21.3%
Received
30. C-EC
GRAVEL \ eUFF , I
DRIVE I \ Fnt , I
N/F N/F
MARSHA SAWYER BRYANT `� -Pj MARSHA SAWYER BRYANT
(P.C. E, SL. 507) \ , . I (P.C. E, SL 507)
(D.B. 1931, PG. 212) - - - - - _ i - EX. CONCRETE (D.B. 1931, PG. 212)
�� P
TO BE REMOVED
UPLANDS -01
3' BG_N3700'00"W UPLANDS
t.. 50.00,
- - U.S.A.C.O.E. 404 LINE. N
/�- (06/13/19) ao
C.A.M.A. COASTAL
WELTAND LINE sA
(01/29/20)
I
I
l
I
I CANAL
1
I �-
N/F
MARSHA SAWYER BRYANT
1 (P.C. E, SL. 507)
(D.B. 1931, PG. 212)
0.1' BG
I
{9- - - - -- L3
®tla�,c®®s�traatp�g
SEAL
L-2592
�P,t3'At'111va"00�
--
o
i
L6
1100
J,
a !.
1.5
z
�r
URSED
j - BOAT I
USE
LOFT I
FLUSH!
i
't
!
m �! 4
I 1 I
,�- 8.27 I
. i
! i
! I
L9
06
EX. SAND S.) AVEL
TO BE REMOVED
\ \ EX. SAND &
UPLANDS o GRAVELy~\ (0 DRIVE
EX. CANAL AREA a /
TO BE FILLED ,. I
(110 S.F.)
PROP. 124.550'
BOARDWALK 0.1' AG S37'00'00"E _ _-S37'00'00"E
- - s/� REBAR 300.00' n.4 Ac
w/ CAP
\ 03' BG
\ �" �0.4' AG
PROP.
0 o PERVIOUS \ i GRAVEL &
$ a CONC.. \ ; DRIVE _ r
4.0'
10.66' - --- \ ( -- --- S36'19'24"E
F -t FLUSH 0.1' BG - ----- - � \ ---- 450.42 (TIE) - d
I-__�___- t,t
50.00' �- N� N� I D1 ��D & ` MAG NAIL ® CL I-
INT MOTHER VINEYARD RD. to
.ti !
PROP. VINYL
BULKHEAD
EX. UPLANDS
TO BE REMOVED
(27 S.F.)
�- CANAL
39-34'
& ROANOKyE SOUND N/F
EBB & F`O
Z y
%
MOTHER VINEYARD 1 I DRIVE
& SCUPPERNONG RD.
WI
PROPERTY OWNERS
I
LLI AM E. JON ES
CINDY L. JONES
I
ASSOC.
& GEORGE W. SPICER
_.._ 1
(P.C. 2, PG. 94)
9
(D.B. 1756, PG. 72)
TO SHORELINE PER D.B. 1756, PG. 72
!
P.C. D, SL 44
Vol,
�04
�- (PARCEL 024395023)
(AREA BETWEEN PROPERTY
LINES, SHORELINE AND
R/W AS PER P.C. D. SL 44) I
�.
rn
CANAL
!
`
¢OPT
I
'
/
I
a
j
ST
O
1, MANSON RAY MEEKINS, CERTIFY THAT THIS PLAT WAS DRAWN UNDER
MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION
(DEED DESCRIPTION RECORDED IN BOOK 2205 PAGE 2" 1:
THAT THE BOUNDARIES NOT SURVEYED ARE INDICATED AS DRAWN FROM
(DEED DESCRIPTION RECORDED IN BOOK_ - PAGE );
THAT THE RATIO OF PRECISION AS CALCULATED IS 1/10,OOD+; THAT THIS
PLAT MEETS THE REQUIREMENTS OFjjTHE STANDARDS OF PRACTICE FOR
LAND SURVEYING IN NORTH CAR0L1lIA (21 �iCAC 56.1600).
THIS 28TH DAY OF e�(( APRJL 2o2O .
-VEYOR L-2592
LINE TABLE
LINE
LENGTH
BEARING
L1
50.00
N53'00'00'E
L2
50.00
S53'00'00'W
L3
201.32
N3 O'00'W
L4
10.00
N53'00'00'E
L5 TIE
45.38
S45'02'13'
L6
8.39
N34'07'15'W
L7
18.G4
N63'31'57E
L8
15.20
N52'1239'E
L9
5.29
S3345'52'E
o P ` ,l� C�
10 0 5
GRAPHIC SCALE
10 / 20 -
( IN FEET )
1 inch = 10 ft. JUN 12 2020
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FILE NO.:
1707845
SURVEYED:
10/27/17 KT
DRAWN:
10/27/17 MJ
CHECKED:
04/07/20 MR
SCALE:
MVYC, Inc. Boat House
Major Permit plats
Drawer: John M. Robbins III
Date: May 10, 2020
Page 2 of 7

Received
DMEC
S0,a%-qS'D
SUN 12 Z02®
23' APPROX. RIDGE HT.
ABOVE BULKHEAD
PLYWOOD SHEATHING AND
METAL ROOF
COLLAR TIES
Q-�
\OQ�
7'-1"
i
19'-1
SUBFLOOR LOFT SHEATHING:
WOOD FRAMING EXTENDS TO TOP OF
BETWEEN PILES CEILING JOIST BULKHEAD, AT EAST
AND IN LOFT AREA GABLE END EXTENDS
BOAT AREA 2' ABOVE NWL
(2) 2 x 1 2 GIRDERS
- 8" TIP x 24'
7, 1„ BOAT HOUSE PILE
1 2' SHOREGUARD 325 SOLID
1 2' SHOREGUARD 325 SOLID VINYL SHEET PILE (CAPPED WITH PT
VINYL SHEET PILE (SUPPORTED BY 8 BUTT x 24 ROUND 2X 10 AND SHEETS BACKED WITH
BOATHOUSE PILE NO TIEBACKS PILE TREATED TO 2.5 2 -a FABRIC CLOTH)
IMPACTING WETLANDS) G' ON CENTER
BOAT HOUSE PILE TOP OF G" X G" X 1 2' WALE
BULKHEAD 4'
UNDISTURBED BOTTOM (2) G" x G" x 1 2' WALE GRADED LAND
7 2.5 MARINE --
GRADETHROUGH li
BOLTED
WETLANDS
NWL 0' f l
DREDGE aOTTOM ( -
- ELEVATION - 4'
G" x G" x G' VERTICAL
_ — DEADMEN 4' x 12' TIE
BACK RODS, 4' OGEE
-- WASHERS G' CENTER
— —)
jl
SECTION A - AI : FRONT SECTION OF BOATHOUSE
(SECTION IDENTIFIED IN 'DREDGE AND FILL DRAWING)
SCALE: 4 " = I-0"
G" x G" x G' VERTICAL —\
DEADMEN 4" x 1 2' TIE
BACK RODS, 4" OGEE
WASHERS G' CENTER
8" X 1 2' GALV TIE
RODS W/ G'XG'
DEADMEN APPROX.
G' ON CTR
1 2' SHOREGUARD 325 S(
VINYL SHEET
8" BUTT x 24' ROUND PILE
TREATED TO 2.5 G' ON CENTER
BOAT HOUSE PILE
ALE
GRADE THROUGH
BOLTED
PLAN VIEW: 5ULKHEAD ADJACENT TO UPLANDS
W/ TIE PACKS
5CALE: a " = I '-O"
1 2' SHOREGUARD 325 SOLID
WETLANDS
-17
WATERWARD SIDE
VINYL SHEET PILE 8" BUTT x 24' ROUND PILE
(2) G" x G" x 12' WALE
TREATED TO 2.5 G ON CENTER 2.5 MARINE
BOAT HOUSE PILE
GRADETHROUGH
BOLTED
PLAN VIEW: BULKHEAD ADJACENT TO WETLANDS
(NO TIEBACKS)
&5CALIE, 4 " _-0" —
8" X 12' GALV TI
RODS W/ G'X�
DEADMEN APPRO,'
G' ON CT
TOP OF BULKHEAD
4'
DREDGE 130'
ELEVATION -
BULKHEAD PROFILE VIEWED
FROM IN51DE BOATHOUSE
�J 5CALE; 4 " = I'-0"
MVYC BULKHEAD DETAILS AND BOATHOUSE CROSS SECTION, APRIL 28, 2020
P:DAKA1K1/' MFTWEEN PILINGS,
IG WILL SPAN
DBL 2X8 GRIDER
BTWN PILES WITH
WITH 2X4 TOP
PLATE
DBL GXG WALERS
IP 24' PILES
MVYC, Inc. Boat House
Major Permit plats
Drawer: John M. Robbins III
Date: May 10, 2020
Page 5 of 7