HomeMy WebLinkAboutDOA - Beach Parcel - Hand Rail PlanFLOOD ZONE B
FLOOD ZONE V9 EL. 15
DIGITIZED FROM FEMA MAP
O
IRON
PIPE
powers Lane
GASLINE CENTERLINE
MARK STATIONING
& PATH _ �O°_ _ _ EDGE PAVEMENT
--- F7 SIGN
-------�-
R.O.W. UNE x
1 2
t. EXISTING CONTOUR (TYP.) '
BRICK
DRIVEWAY AREA
EL 10.3±
EXISTING SNOW FENCE
LOT 6 ALONG EDGE OF
SAND PATH
LCP 11781B SH2
EXISTING
DWELLING
MAP 14 PARCEL 67
#19 POWERS LANE
N/F ELAINE GAMBRAZZIO
EXPOSED OLD PAVEMENT
TO BE BURIED HATH NE AND
ELEV. PAVE 11.3±
/ I DECK
DECK EL. 17.3±
LOWER EXISTING BOULDER 21,
BOULDERS
DUNE
EpG�
x
I LOT 5 �t
1 I LCP 11781B SH2
,
x
X
X
x
STONE
DRIVE
R.O.W. LINE
10' Way
EDGE SMALLEES
�— BUSHES
0 /Q
o' �P
ti 9 P
1, O
�pOO��p EXI STING
O�
DWEWNG
- MAP 14 PARCEL 66
N/F DOHERTY INVESTMENT CORP.
X25 POWERS LANE
DUNE
EXISTING SNOW FENCE
ALONG EDGE OF
SAND PATH
EXISTING BEACH GRASS TO BE ALLOWED TO
1 �
INFILL RELOCATED PATH AREAS NATURALLY.
k
I PROPOSED HANDRAIL
ALONG EDGE OF
9 SAND PATH
[. \ FLOOD ZONE A9 EL 11
[8]� FLOOD ZONE V9 EL 11
DIGITIZED FROM FEMA MAP
eo
7
IPROPOSED CONTOUR (TYP.)
X
6 00
CEMENT BOUND (TYP.)
X
�— II
BEACH V \/
RAKING AREA 2
------ I PLAN VIEW- BEACH PATH R.O.W.
HORIZONTAL SCALE: 1" = 10'
3-00
Scale:1 "= 10'
0 2 10 15 20 25 FEET
M LINE
2.00
DCE ## 06-1 7 ( �/ I Lit; o��
ISOMETRIC VIEW
4(
I� i;•f`'I `�I lyll 4 l u�I
NOTES
2"X4" RAIL TOP (HORIZONTAL)
PREMIUM SPRUCE/PINE/FIR
(NOT PRESSURE TREATED)
®6 V
P�POS�
2"X4" P.T. HANDRAIL BOTTOM
(VERTICAL MEMBER)
4( Ir
V�
SIDE ELEVATION
1. BEACH PARCEL IS ASSESSOR'S MAP 15 PARCEL 19
2. LOCUS IS WITHIN FEMA FLOOD ZONES V9 EL. 15; V9 EL. 11; V15 EL. 16; A9 EL. 11; AND B
AS SHOWN ON COMMUNITY PANELS #250015 0005D AND 0006D
DATED JULY 2, 1992 AND ARE APPROXIMATE ONLY, AS SCALED.
3. DATUM: NGVD29
" STAINLESS STEEL SCREW (TYP.)
3" 12"
CREW VERTICAL 2"X4"
P.T. TO 4"X4" P.T. POST
(TYP.)
I I
I I
I-
I I
I I
I I
II
I I
I I
I I
I I
I I
I I
I I
I I
LJ
10-1-1,. (o
DATE
v 'raise
DANIEL A. OJALA, P.E., P.L. .
.1 - RAIL TOP (HORIZONTAL)
PREMIUM SPRUCE/PINE/FIR
(NOT PRESSURE TREATED)
CREW PATTERN INTO
4"X4" P.T. POST (TYP.)
3" 12" O.C. MIN.
EDGE OF 4"X4"
3" STAINLESS STEEL P.T. POST (TYP.)
SCREW (TYP.) EDGE OF VERTICAL
2"X4" P.T. HANDRAIL
(TYP.)
TOIL VIEW
3" STAINLESS STEEL SCREW
CENTER IN RAIL 12" O.C.
ALONG LENGTH OF RAIL (TYP.)
X4" RAIL TOP (HORIZONTAL)
'-/ PREMIUM SPRUCE/PINE/FIR
(NOT PRESSURE TREATED)
—2"X4" P.T. HANDRAIL BOTTOM
(VERTICAL MEMBER)
HANDRAIL
CROSS SECTION
Scale: 1"=1'
0 1/2 1 1-1/2 2 2_1/2 INCHES
INT
� �I PLAN
L
i
ILI
10' WAY
BETWEEN #19 AND #25 POWERS LANE IN
(WEST) YARMOUTH. MA
PREPARED FOR
GREAT ISLAND OCEAN CLUB
HOMEOWNERS ASSOC., INC.
DATE: 10-4-10
off 508-362-4541
fax 508-362-9880
downcape.com
down cape engineering, hK
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
REF. 01-129 MAIN FILE. CAD IN 06-147 GIOC. 06-147 GREAT ISLAND OCEAN CLUB.DWG