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FLOOD ZONE B
FLOOD ZONE V9 EL 15
DIGITIZED FROM FEMA MAP
DCE ## 06-1
O
IRON
PIPE
GASLINE powers Lane
MARK CENTERLINE
STATIONING
k PATHPAVEMEN ___---
_-'------ SIGN }�
_-- ' [11] x STONE
___------ DRIVE
R.O.W. LINE
' 1
1. \ EXISTING CONTOUR (TYP.) '1
I , X
x
I LOT 5 _--
1
LCP 117818 SH2 �
[13 R.O.W. LINE
BRICK ��
// �
DRIVEWAY AREA j0' Way
-
EL 10.31 6,0' � r
EXISTING SNOW FENCE x I
LOT 6 ALONG EDGE OF 1
SAND PATH I
�- EDGE SMALLEES
LOP 117818 SH2 BUSHES
0.30 x I
I ➢� I I BOO '0 EXISTING
G�
1 I x M �\ DWELLING
MAP 14 PARCEL 66
I = N/F DOHERTY INVESTMENT CORP.
x `13 #25 POWERS LANE
DUNE
EXISTING
DWELLING - - -
MAP 14 PARCEL 67
f19 POWERS LANE I
EXISTING SNOW FENCE
N/F ELAINE GAMBRAZZIO ALONG EDGE OF
SAND PATH
2"X4" RAIL TOP (HORIZONT
PREMIUM SPRUCE/PINE/
(NOT PRESSURE TREAT
ISOMETRIC VIEW
STAINLESS STEEL SCREW (TYP.)
3" 1 12'
SCREW VERTICAL 2"X4"
P.T. TO 4"X4" P.T. POST
(TYP.)
2"X4" RAIL TOP (HORIZONTAL)
PREMIUM SPRUCE/PINE/FIR
(NOT PRESSURE TREATED)
SCREW PATTERN INTO
4"X4" P.T. POST (TYP.)
3" 112" O.C. MIN. I /
L EDGE OF 4"X4"
P.T. POST (TYP.)
3" STAINLESS STEEL
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
F
ED OLD PAVEMENT REMfI BURIED WITH NE AND POST PAVE 11.3± I
.3 4.0' 6.0,
I I
11] I
O I I
DECK REM x I
/ DECK EL. 17.3± ` SIDE ELEVATION
I I
I I
U10] EXISTING BEACH GRASS TO BE ALLOWED TO
�
LOWER EXISTING BOULDER 2� 1 INFlLL RELOCATED PATH AREAS NATURALLY. / I
BOULDERS x I
^^ + PROPOSED HANDRAIL I I
/� I s
ALONG EDGE
OF SAND PATH
I I
DUNE >< HANDRAIL I I i 1` \ FLOOD ZONE A9 EL 11 i L J I Scale: 1"=1'
FLOOD ZONE V9 EL 11
DIGITIZED FROM FEMA MAP DETAILS
AI L _ 0 1/2 1 1-1/2 2 2-1/2 INCHES
x I `
i
I
a I 7 �G
f
TYP.)
PROPOSED CONTOUR 6 -6.00 HAND
II PLAN
- IN
/CEMENT BOUND (TYP.)
10' W A Y
f
X BETWEEN #19 AND #25 POWERS LANE IN
NOTES CWEST) YARMOUTH, MA
BEACH PREPARED FOR
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
RAKING AREA 2GREAT ISLAND OCEAN CLUB
AS SHOWN ON COMMUNITY PANELS #250015 0005D AND 0006D
DATED JULY 2, 1992 AND ARE APPROXIMATE ONLY, AS SCALED.
3. DATUM: NGVD29 HOMEOWNERS ASSOC., INC.
DATE: 10-4-10
4.00
PIAN VIEW- BEACH PATH R.O.W.
HORIZONTAL SCALE: 1" = 10'
3.00
off 508-362-4541
fox Scale: 1' =10
eT o>v s ti I downoa e6com880
3
DANIEL
DA.NIELA. Nm., a P " O
0 2 10 15 20 25 FEET A ��, �� O down cope engineefing, /BC"
CIVIL
O„ALA46502
ec. civil engineers
_---- _---- ------ �� E surveyors
ors
MHW UNE Y
�o 939 Main Street ( Rte 6A)
_ 2.00
_®un DATE DANIEL A. OJALA, P.E., P.L. YARMOUTHPORT MA 02675
anz REF. 01-129 MAIN FILE. CAD IN 06-147 GIOC. 06-147 GREAT ISLAND OCEAN GLUB.DWG
--N