HomeMy WebLinkAboutDOA - Beach Parcel - Hand Rail Plan 4FLOOD ZONE B
FLOOD ZONE V9 EL 15
DIGITIZED FROM FEMA MAP
O
IRON
PIPE
Lane
GASLINE � O � v`��V, e�
MARK CENTERLINE
STATIONING
& PATH
R.O.W. UNE
BRICK
DRIVEWAY AREA
EL 10.3±
EXISTING SNOW FENCE
LOT 6 ALONG EDGE OF
SAND PATH
LCP 117818 SH2 ,
EXISTING
DWELLING
MAP 14 PARCEL 67
#19 POWERS LANE
N/F ELAINE GAMBRAZZIO
EXPOSED OLD PAVEMENT
TO BE BURIED WITH NE AND
ELEV. PAVE 11.3±
/ I DECK
DECK EL. 17.31
LOWER EXISTING BOULDER 2—
BOULDERS
DUNE
�Oo ----EDGE PAVEMENT _----
0 - SIGN
.1
STONE
DRIVE
i1
1
1
EXISTING CONTOUR (TYP.)
x �
l
LOT 5
1
1 LCP 117818 SH2 '
I
I] R.O.W. LINE
yI 10' W ay
IEDGE SMALL71 EES
BUSHES
/9
3. j P9�P
D I �OO�p� EXISTING
01
p DWELLING
F#25
P 14 PARCEL 66
= I DOHERTY INVESTMENT CORP.
z POWERS LANE
�1- �,/z
13 z
EXISTING BEACH GRASS TO BE ALLOWED TO
i INFILL RELOCATED PATH AREAS NATURALLY.
DUNE
EXISTING SNOW FENCE
ALONG EDGE OF
SAND PATH
PROPOSED HANDRAIL
ALONG EDGE OF
SAND PATH
„�F �G£Tq nGN
/ PROPOSED CONTOUR (TYP.)
CEMENT BOUND (TYP.)
_v
^ BEACH
� v
RAKING AREA 2
N V I C 111/ — _D Gr►V I I [-r%11 1
HORIZONTAL SCALE: 1" = 10'
Scale:1"= 10'
0 2 10 15 20 25 FEET
FLOOD ZONE A9 EL 11
FLOOD ZONE V9 EL. 11
DIGITIZED FROM FEMA MAP
MHW UNE
11001111 1S
n 2.00
I
IIII�I�{S iiirl� •'�
2"X4" RAIL TOP (HORIZONTAL)
PREMIUM SPRUCE/PINE/FIR
(NOT PRESSURE TREATED)
ISOMETRIC VIEW
n
5
QO
SIDE ELEVATION
�- NOTES
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
DATE
STAINLESS STEEL SCREW (TYP.)
SCREW VERTICAL 2"X4"
P.T. TO 4"X4" P.T. POST
(TYP.)
"X4" RAIL TOP (HORIZONTAL)
PREMIUM SPRUCE/PINE/FIR
(NOT PRESSURE TREATED)
CREW PATTERN INTO
4"X4" P.T. POST (TYP.)
1 3" 12" O.C. MIN.
3" STAINLESS STEEL
SCREW (TYP.)
- EDGE OF 4"X4"
P.T. POST (TYP.)
EDGE OF VERTICAL
2"X4" P.T. HANDRAIL
(TYP.)
TOP VIEW
3" STAINLESS STEEL SCREW
CENTER IN RAIL 12" O.C.
ALONG LENGTH OF RAIL (TYP.)
/-2'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
IN
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
I off 508-362-4541
fax 508-362-9880
downcope.com
down cope engineering, ilIk
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