HomeMy WebLinkAbout83-1614 - Site PlanMHW EL 3.0'-------------
MHW EL 0.0' ------'
I
II
+0.15
79+0.21
+0.21
0
SECTION A — A
1" = 10 H & V
2.80
1-0.72
+-4.45
+-5.17
+-3.06
+-3.27
I
+-10.08
Le. --
1
+-4.14
-1j-9.91
/
+-4.20 /
+-8.99
+-9.10
DISTURBED AREA AT TOE OF PROPOSED WALL TO BE
FILLED WITH EXCAVATED MATERIAL AND PLANTED WITH
HIGH SALT MARSH SPECIES.
PROP, FILTER FABRIC
+-6.32
PROP. 2.5'x12' RAMPS"'JO
+-8.03 +-6.20
3't T L
CHANNEL
(2) PROP. 6'x 10' FLOATS
J
PROP. PILING
+-4.1
+-7.16i'37
/+3.,30
-
/j+-4.24
PROFILE VIEW OF PROP. SEAWALL
(NO SCALE)
PROP. STONE CHIPS
BETWEEN STONE
8'
EL. 6.5't
GRADE �--�1
PROP. 24" - 36" MIN
TON - 2 TON SIZE) FOR TOE
STONE
PROP. FILTER RI
RI
REMOV_
EXIST. PIL
(TVP)
FILL DISTURBED AREA
WITH PROP. EXCAVATED
MATERIAL
ASSESSORS MAP 25 PARCEL 28
LOT LIES WITHIN FLOODZONE Al2 EL.12
DATUM: MLW
PILINGS AND TIMBER TO BE TREATED WITH
- NON -LEACHING WOOD PRESERVATIVE
HARDWARE TO BE GALVANIZED
MHW EL 3.0' orf 508-362-4541
f.. 508 362-0880
EXIST. GRADE I
down cape engineering, inc.
10._._ CIVIL ENGINEERS
LAND SURVEYORS
939 main St. yarmouth, ma 02675
LOT 5A
SITE PLAN
SHOWING PROPOSED PIER AND SEAWALL
OF 125 PAWKANNAWKUT DRIVE
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: BONNIE BROWNING
20 0 20 40 64
SCALE: T" = 20' DATE: MARCH 25, 2002
REV. 11/5/02
.✓y�=4. .,,__ REV. 11/13/02
1/1/0 Z