HomeMy WebLinkAbout83-1614 - Site Plan002MHW EL 3.0'-------------
MLW EL 0.0' -------
-2.79+0.21
98-391
5�X
�N
+-4.45
SECTION A — A
1" = 10 H & V
I
I
+-10.08
I
--4.14
/
/
/
+-4.20 /
DISTURBED AREA AT TOE OF PROPOSED WALL TO BE
FILLED WITH EXCAVATED MATERIAL AND PLANTED WITH
HIGH SALT MARSH SPECIES.
I
PROP. FILTER FABRIC
PROP. 2.5'x12' RAMP X�z
+-8.03 +-6.20
(2) PROP. 6'x 10' FLOAT
PROP. PILING
+-6.80 '+'-4.1
+ 7715'.37 /
ASSESSORS MAP 25 PARCEL 28
LOT LIES WITHIN FLOODZONE Al2 EL.12
I DATUM: MLW
PILINGS AND TIMBER TO BE TREATED WITH
NON -LEACHING WOOD PRESERVATIVE
HARDWARE TO BE GALVANIZED
PROFILE VIEW OF PROP. SEAWALL 1
(NO SCALE)
PROP. STONE CHIPS
BETWEEN STONE FILL DISTURBED AREA
WITH PROP. EXCAVATED
MATERIAL
6'
EL. 6.5'0
EXA3/4"TO
1TOE OF BANK EL 3.8''_-1PROP. 24" - _ _ _ _ _ ___ _ __-MHW_EL._ 3_0' a1 508-362-9580
• - - fa. 506 362-9860
HZ DIMENSIONEXIST. GRADE
TON - 2 TONESTONE down cape engineering, inc.
LTER FABRICMLW.E�_o.O'-_— CIVIL ENGINEERS
3/4" TO 1.5" I T R FA RI LAND SURVEYORS
ELEV. - 1.0' 939 main St. yarmouth, ma 02675
SITE PLAN
SHOWING PROPOSED PIER AND SEAWALL
OF 125 PAWKANNAWKUT DRIVE"
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: 50NNIE BROWNING'
20 0 20 40 60
Lj
SCALE: 20' PATE: MARC( 25, 2002
REV. 11/5/02
j/02
RIFV, 11/)3/02
ARNE F:. nsa o�ARNE 4rnya.
FIWL J
No. 30792 H