104-18 Oversized Plan

4.0'
2,/ k
x -Ad
'A
x
PORTION OF �% r/ ' / ,/ Y.
EXISTING BULKHEAD
TO BE REPLACED
PROPOSED
BREAKWATER
OVER BOAT SLIE A
P / / / i / i % i % :�S4.D' / /' i i / / / r i /
/ i ;.
/
1 r
�bOAtSLIP
/x 1� ,
/
/ / / r�
N�rL/6-672017r
j PFEOOSE By
K
/ ""E j 'ALONiG
32.0 5-20 V L/" %!NMENT/
PROPOSED
/
4' WIDE
BOARDWALK
A
/ f
lsk /8k /6k
B
6"x6" WALERS
INSET DETAIL
SCALE: 1 " = 10'
NTS
VINYL SHEET PILES
425 SERIES W/
WIDE CUTS IN
VINYL SHEET PILES
ILES
VINYL SHEET PILES
WOOD STRUCTURE
OVER
WOOD WALL,
BULKHEAD
6"x6" WALERS
BULKHEAD ALIGNMENT
ALONG 6-5-2017 -
NORMAL WATER LEVEL
f
5/8" 0 HDG -
THRU-BOLT, NUT &
LOCK WASHERS
(TYP.)
BOTTOM
t5' DEPTH
BIJUMONO
1. ALL LUMBER SHALL CONFORM WITH AWPA STANDARDS AS NOTED WITHIN THE
APPROPRIATE USE CATEGORY.
2. PILINGS: SHALL BE 8"0 X 22' TIMBER CONFORMING WITH UC-5B LOCATED IN
SPLASH ZONE.
3. WALERS SHALL BE 6"x6" TIMBER CONFORMING WITH UC-4B. THE LOWER
WALER SHALL CONFORM WITH UC-5B. WALERS SHALL OVERLAP (2' MIN.) AT
PILES.
4. SHEATHING: SHALL CONSIST OF 2 ROWS OF 1 "x8" OF AN "OVERLAPPING"
DESIGN. SHEATHING SHALL CONFORM WITH UC-5B.
5. DEADMAN SHALL BE 6"x6"x10' OR 8"Ox10' TIMBER (PLACED VERTICALLY) AND
SHALL CONFORM WITH UC-4C.
6. ALL FASTENERS SHALL BE HOT -DIPPED GALVANIZED PER ASTM A-153 (2 OZ.
ZINC/SF).
7. ALL ITEMS SHALL BE TIGHTLY ANCHORED OR ATTACHED SQUARE, PLUMB AND
TRUE, OR IN OTHER PLANES AND SHAPES AS SHOWN ON THE DRAWINGS.
JOINTS SHALL BE TIGHT, EVEN, AND FREE OF OFFSETS. NO FIELD ALTERING
OF ANY MEMBERS WILL BE ALLOWED THAT WILL CAUSE THEM NOT TO BE IN
ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, WITHOUT WRITTEN
APPROVAL OF THE PROJECT ENGINEER.
8. BACKFILL SHALL BE CLEAN GRANULAR FREE DRAINING SAND. VEGETATION AND
DEBRIS SHALL BE REMOVED PRIOR TO BACKFILLING.
9. BULKHEAD INSTALLATION TO CONNECT WITH ADJACENT BULKHEAD, WHERE
BULKHEAD DOES NOT CONNECT WITH ADJACENT BULKHEAD, RETURNS SHALL
BE PROVIDED. RETURN LOCATIONS AND LENGTHS SHALL BE FIELD ADJUSTED
TO PROVIDE ADEQUATE BURY INTO FINAL GRADES.
)E CUTS IN
INYL SHEET PILES
SLOT 7" FROM TOP
AREAMTER
1. MATERIALS:
PILES: 8"0 X 25' ST (2.5 CCA AWPA C18)
WALERS: 6x6 ST SYP (2.5 CCA AWPA C2/C9)
DECKING: 2x8 ST SYP (2.5 CCA AWPA C2/C9)
ANCHORS: 3/4"0 ALL THREAD HDG OR ELECTROPLATED
BOLTS: 3/4"0 HDG
2. PILES ARE TO BE DRIVEN TO 4 TON RESISTANCE WITH A MINIMUM TIP
PENETRATION OF 11' INTO SOLID BOTTOM.
3. ALL CAP MATERIAL TO BE NO. 2 GRADE MATERIAL (MOISTURE CONTENT <19%)
AND SECURED W/ 3" HDG SCREWS IN PRE -DRILLED HOLES.
4. CONTRACTOR IS ADVISED THAT SOME UNDERWATER DEBRIS MAY BE PRESENT IN
THE PROJECT SITE THAT MAY NEED TO BE REMOVED PRIOR TO PILE
PLACEMENT.
14' MIN
12' MIN
NWL
WOOD WALK
BREAKWATER
SCALE: 1 = 10'
4' WIDE
WOOD WALK
FINISHED GRADE
ESTABLISH VEGETATIVE
COVER FOR STABILIZATION
15' WO HDG TIE -BACK
ROD ® 6'-0" O.C.
(BEND AS REQUIRED)
DEADMAN 8' MIN.
BELOW GRADE
(SEE NOTES)
VINYL BULKHEAD
SHEETING
8"0 PILES Q 6'-0" O.C.
(SEE NOTES)
AMEWDIMIL
NTS
N/F
JAMES P WYNNE, JR
ELIZABETH R WYNNE
LOT 5
DB 2107, PG 452
MON.
3'
•
NOTE&
1. PROPERTY IS LOT 3, SOUTHERN SHORES
BLOCK 114, M.B. 3, SL. 112. RECORDED IN
D.B. 2180, PG. 32.
DARE COUNTY PIN NO. 9867 05 27 2782
PROPERTY ADDRESS: 121 S DOGWOOD TRAIL,
SOUTHERN SHORES, NORTH CAROLINA
2. PROPERTY IS LOCATED IN FIRM ZONE AE (EL
7.0') AND X (0.2%) FIRM MAP NO.
37200986700J, EFFECTIVE DATE 09/20/06.
(SUBJECT TO CHANGE BY FEMA)
3. PROPERTY IS LOCATED IN RS1 - SINGLE
FAMILY RESIDENTIAL DISTRICT. SETBACKS PER
CURRENT ZONING.
4. SURVEY INFORMATION TAKEN FROM SURVEY
PROVIDED BY WILLIAM S. JONES, JR. PLS
DATED JUNE 6TH, 2017, AND 404 WETLAND
ALIGNMENT FROM INITIAL PERMIT APPLICATION.
ELEVATIONS PER NAVD 1988.
5.BOAT DOCK LIFT LAYOUT BY OWNER AND
CONTRACTOR.
BOAT DOCK AND LIFT
(SEE INSET)
PROPOSED BASIN -
Ek WOOD
BULKHEAD
PROPOSED BOARDWALK
PROPOSED BOATHOUSE
2(
SPOIL DISPOSAL AREA
sEr�
IRON PIN 2/
I
WOODEN
RETAINING WALL
(OTHERS)
ENCROACHES 7.9'
ROCK
(OTHERS)
ENCROACHES
N /F
MARK FRENA
ANITA FRENA
LOT 4
DB 1934, PG 469
ELECTRIC
TRANSFORMER
PHONE
PEDESTAL
ECSL _
CONC. MOW.
S 81-42'20.21
29.65'
TIE LINE
GRAPHIC SCALE /38
0 20 40 $� P.K. NAIL
(IN FEET)
1 INCH = 40 FT,
x _A 1 16.0'
x 1. 11
'A_,35
f54.0'
30
ne � ...,.../ �U, 91
�wLr
2,5 k 19 k :....rz
404 LINE (ESTABLISHED
2014 BY US ARMY
CORPS OF ENGINEERS):
rf "`
,c
T %
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FlIrl
DUCK
WOODS
GOLF
club
WCAAW MAP
NTS
00
Ill
Llj N
V
LU
M GPA
W v--a
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�
MAN MADE CANAL
3,060 SF SHALLOW WATER
AREA TO BE EXCAVATED
EX. DOCK TO BE REMOVED
NEW BULKHEAD ALIGNMENT
ALONG 6-5-2017 NWL
ALIGNMENT, TIE TO EX.
NORTH BULKHEAD
PROPOSED
4 x32' DOCK
NWL 6-5-17
60 SF SHALLOW WATER
AREA TO BE FILLED
15.0' TIE TO EX. BULKHEAD
PROVIDE 10' RETURN
Ex WOOD BULKHEAD
k
g.
7/k 5yk 3gk '23.::k
2.5k
°
LO 3
.... ..
8_7
.5
b8 xl 4.7 k 36,85 .F.+- k
2 2 k
8_}
°
/4 k 38 k 3./ k 27 k
2-4 k
°
8
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�7k
2
8`�9 �8
4o k
P. GA9/,6 11.5
i
i
7� \.
l3.
k
k TANK k k k
c
POST
\
k /2.2 k 12, k
WOOD
WALK
k&nP*&> /22 k
12,p k /04 k
4)3,
4`pr 2
* QQao s
k,�Npgn�q� ;y
IRON PIN
3,157 SF 404 WETLAND
AREA TO BE FILLED
AND MITIGATED 3:1
EXTENTS OF DISTURBANCE
t9,238 SF
k
k
FIRM ZONE AE
k FIRM ZONE SHADED E)
IiETAIN�IN*G8� k �`''�_° .5
N /F
p WALL
,, " 2/2 k
ow
2&0'
PATRICK PHELPS
BORDER C.
35 k S.Sk k
252 k
Wk
LOT 2
DB 1849, PG 334
k WALK
O
/ kW.M. . e ° l59 k 2/,�
° ° ai
�57 k
k
00
Z
AgPOST
2
/2 70 /2.9 kR ! !6g k 7
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T �" w d9e,gg, TERRA
GOTTA
e0k
82'61 S
MON.
14.4 k l6� k 12.48, 20� k
5 ST.
CONC. MON.
)'V a OF p 17.6 k
OD IaT
bV
41.40,
DOST.
14.2 k 4�y<
l5/ k
16.2 k
IRON PIN
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