32-16 Water's Edge Grill Oversized Plans

Received
JAN 2 61016
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NOTES
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CM•EC
1. OWNER: JOHN AND 'MUI CHIN
20190 MARKET STREET
W
ONANCOCK, VA 23417
2. CAMDEN COUNTY PIN #: 028923001907950000
3. RECORDED REFERENCE: D.B. 311, PG. 328
4. PROPERTY ZONING: MARINE COMMERCIAL (MC) "
5. PROPERTY IS LOCATED IN A F.I.R.M. ZONE AE (EL. 5.3')
PANEL #370042 8923 J (EFFECTIVE 10/5/04)
6. THIS PROPERTY IS SUBJECT TO ANY EASEMENTS THAT A
COMPLETE AND THOROUGH TITLE SEARCH WOULD UNCOVER.
7. LOT AREA = 22,051 sq. ft. / 0.51 Ac.
8. SURVEY INFORMATION SHOWN PROVIDED BY BOWMAN CONSULTING
AND PERFORMED
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ON DUNE 04, 2013. NO BOUNDARY SURVEY -
WAS PERFORMED.
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REV. - 10 15 15 - CAMA COMMENTS - CMM
SHEET 1 OF 3
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-
��_ DECK= 620 S.F. 46.3' _ • t t. %p N $$ _�
(OVER WATER) i ----
+ `� �• /
a WOO N
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k. 1 �• �" 0" , ^ in O C i Ul Z
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PROPOSED �. ,._ a � �
OBSERVATION DECK _- o LLI
Q N
(OVER WATER) 1 �N ,tip # �`�� l�_i ti`�� EXISTING FILL W W >_ 04
L.Itw w �L_� �• 19' Z W
PROPOSED..w _N ar. w + 100' % Z Z Q
DECK DINING _ _ �,. Q > C 1 00
(OVER FILL) r- ° Z J
PHASE 3 O lr II9 W
52 9 -x; 1 t
TOTAL DECK SURFACE. 15 i,ry
AREA= 2,256 SQ.FT. ? e I
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PROPOSED
+ RAILING 57- o
POINT DESCRIPTION KEY PROPOSED PHASE 1
DK -DECK ELEVATION NO SEWER DECK= 611 S.F.
.:
BH - TOP BULKHEAD ELEVATION DISCHARGE SIGN(OVER WATER)
SH - SHELL ELEVATION BETWEEN
BULKHEAD AND DECK
.� PROPOSED PIER TO
C ATTACH TO PHASE 1 ,h0
NORMAL WATER LEVEL= 0.00' +
L o
SOUNDINGS ARE ELEVATIONS
NORMAL HIGH WATER EVEL= 0.35' DECK
( w BASED ON NWL OF 0.00' _.. �
DEPTH FROM MLW = ELEVATION NORMAL LOW WATER LEVEL= (-0.35')
a I SHOWN (-0.35') PROPOSED SIGN
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z NO BOAT DOCKING ALONG PIER
e
44 ; o J
- ,ft 6' x 98' PIER 1:�_.._ PIER FINGER PIER n Z
X ... }-
w AREA 588 SQ.FT.
6• Gi,'' 0 36 SQ.FT.
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+ e co
TIE PILINGS (TYP.) t NCD
r 118±
25' mm ° (n ' Q
i I 162 f I '
FINGER PIER °� I LIJ U
1 `. �'..._ 10 12
36 SQ.FT. n _.. ICD
143 t �-
v I 2 �-12 12 -►� ( o W Z
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y 12 I O
_.._ 0 I
1
40 E
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3
PIER . i / €
I 3 + + U W
LEGEND
yt ry
5 x 71 T PIER i .. 14 I � ; I
- NO SEWER DISCHARGE _. 2 8 i 98.0 ° : ° LlJ
AREA- 355 SQ.FT. I RULES SIGN
AND DOCKING LQ
0 PK NAIL
i
5
15 -
'�
• IRON ROD SET
.RIGHT OF WAY � I 5 x 15 PIER
PIER �,_. _..._ I 75 S.F. EACH
PIER i
- Y � 15 PIER
3 28
I o
I 5
OHE OVERHEAD UTILITIES
, 3
WOOD FENCE
�-
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�- f I , }
EXISTING SANITARY LINE
_.... t �
,..._ o ISSU
E DATE:
01 /22 /16
4 6
EXISTING FIRE HYDRANT 7
+ , I DRAWN BY: cMM
Wv t i SUMMARY
I
EXISTING WATER VALVE ,^ A , RSJ
, � 588 S.F. I PUBLIC TRUST ARE
+ 6 PIER E i f t � , CHK D BY.
FINGER PIERS 72 S.F. i t i i ,
i
EXISTING WATER METER 5 PIER 580 S.F.
® � , , , 1 ° +� 13101
JOB
A 4 613 S.F.
PUBLIC TRUST WATER ARE �� 1--------- �_. I t
S EXISTING MANHOLE TOTAL 5,853 S.F. +
14' �TIE PILINGS (TYP.) 1 DWG. NAME:
� ��
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o SCO EXISTING S SCALE
SANITARY CLEANOUT 1 = 20
� I ...
� EXISTING UTILITY POLE }
1
+ 1
--�• EXISTING SIGN HORIZ. N/A
! � � -
- .-. ._ .. EXISTING GRAVEL i I GRAP
HIC SCALE VERT: N/A
• . � � � �' o to' zo' ao' ao'
DWG. NO
EXISTING PAVEMENT PASQUOTANK RIVER
CLASS SC. �& I ( IN FEET )
EXISTING CONCRETE INDEX N0. 30-3-(7) +
6 i ' 1 inch = 20 ft. 2
a + REV. - 03/03/16 - CAMA COMMENTS - CMM
_
PORTION OF DECK TO BE BUILT UP
Ell-k
REV. - 10/15/15 -CAMA COMMENTS - CMM SHEET 2 OF 3
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IES COLUMN
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Q. 12„ PILE TYP.
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zW' 15.7'f 18.5 f
EXISTING DECK
BOARDS TO BE
PROPOSED 2x6
�,^ m REMOVED RIPPED AS NEEDED. TOP PROP. DECK= 4.0' TOP PROP. PIER= 4.0'
TOP EX. DECK= 2.6'
3.O't 2.6't 2.9't TO BOTTOM OF
STRUCTURAL MEMBER
�...,,. a =
��..�. i ,:.II i TOP WATER ELEV. 0.0 t
_.
EXISTING RIP RAP �€ All—
AND•
SHELL FILL
TO REMAIN UNCHANGED
EX. BULKHEAD
BOTTOM
1I= i11, 3I11„ 3.1.1- 3,?k.i �I I #4,i:m !EI,,.,fiC
, 1 I_.t_, a
NEW DECK/ PILE DETAIL
1 "=4'
25' - 6' 25' 15'
12" PILE (TYP.)
10, (TYP.)
PILE TIE PILE
TIE PILE (12" TYP.)
(EXTEND 12'f ABOVE H.W.)
A PILE A'
TIE PILE
•
Received
JAN262016 v�
2"X6" PLANKING Z
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NOTES (PLAN VIEW).EV V)
. —
1. ALL FASTENERS TO BE HOT DIPPED i
GALVANIZED THREADED 5/8" MIN. DIA. LIJ
2. ALL TIMBER TO BE CERTIFIED FOR ct
USE IN MARINE ENVIRONMENT.
2"X12" STRINGERS
2" X12" GIRDERS
WATERLINE
ELEV.= 0.0°
2"X12" BRACES
EACH SECTION
12" DIA.
PILES
_....... _.. _.,._ _..., Q
_ 11—I
W
0
BOTTOM
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PIER END VIEW pFE �� ''•.•
N.T.S.
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C/,`
2"X6" PLANKING
TOP DECK ELEV.= 4.0' \
III
III....
2 X12" GRIDERS I (( 00
\-2"X12" STRINGERS I O
OD
2"X12" BRACES W N
a
' WATER LINE O Q N
ZO
PILE 12, __j M J M
6' O
TIE PILE � U Q W M
w�<N
PILE !6' 12" DIA. PILES / W (3)
Z N
10.0' U) DU N0N
32.5' PIE TIE PILE
Of
Z
ww00 UJ04 w
s ?„ X12" BRACES z z W z N Q
5, BOTTOM m
z _I
._. _.
BRACE ALTERNATE
28'
SECTIONS
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15'
40'
PIER SIDE VIEW
�5� 5 �-5 1,=2,
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" 14" PILE 14" PILE � Q J
14 PILE 14 PILE �14 PILE
.r� � W o
W
�14" PILE 3'-0" (TYP.) Q
Lv ::)
-� U
TYPICAL DOCKING PLAN Q
1'-10' 12 PILE f 0 _
ON 10'-0" CTRS. c>
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m W 0
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48" m 12,t Q
N Z
(OTHER PIER WIDTH VARIES) L.f� U W
LLJ
,. X 4„ (( 0
2 t
PROP. DECK 2 X 6" DECM Ln
WITH 1/4 SPACE - Q
5/8" LAG BOLT r ELEV.-= 4.0 ,
TO JOIST WITH r- 7 6" DECK WITH 1/4" SPACES
_ -
WITH WASHERS 2'° X 12"
f 24" CTRS. 2" X 6" DECK 2"X12"
>, +� it
2 X 6 DECK
.
__. _ w ._._.u_... 3/8" BOLTS
PROP: DECK ELEV.- 4.0
WITH 1 /4 SPACE „y.,. _ o- --� ..�....
WITH WASHERS
--- o ---� o 0 o
�ISSUE DATE:01/22/16
w CMM
cTo _ Dp 2' X 12" O `� w 2"X12" BLOCK DRAWN BY:
L 2"X12" ' RSJ
- o N BLOCK 12" PILE CHK D BY:
N � 30"f (36" ABOVE DECK) JOB NO. 13101 �
2" x , 2" DWG. NAME:
5/8" 0 HOT DIPPE HIGH WATER LINE SCALE: AS SHOWN
GALV. BOLTS WITH
d ,
3" SQUARE WASHERS 2"X12" DECK
3 6'f BOTTOM (EXISTING) STRINGER HORIZ: N/A
1 ,.. �
`I;, FIRM BOTTOM- ( I
-2
12' MIN. PENETRATION
f 13ELOW FIRM €
BOTTOM (TYP.) DWG. N O
r
SIDE VIEW SECTION A —A
FE J
1'=2, SECTION A —A 3
N.T.S.
4
REV. - 10/15/15 - CAMA COMMENTS CMM SHEET 3 OF 3
/
.8 2016
HD C9-y