HomeMy WebLinkAbout83-1591 - Site Plan002EXISTING STAIRS
6" POSTS
PREFORMED RAIL CAP
2X6 RAIL
2X4 GUARD RAIL
2X6 DECK I
I
2X8 JOIST
2X8 BENT
1/2" BOLT (TYP)
Ilf,lb 1U•
SALT MARSH ELEVATION 1.6'±
1
SALT MARSH
2X10 CUT STRINGER
EDGES AND CNTR.
2X12 STRINGER 1
O I
\ I@° I
1 I 2X8 DIAG. BRACE
i WHERE GROUND TO BOT. JOIST w
EXCEEDS 2 FEET e
1 I
1L
I I� 6X6 POST � V
I I I
I 1 1 1
I I 1 1
J I I I
1 I t I
_ I
I I
I I
1
I 1
I I
TYPICAL STAIRWAY SECTION
NTS
RE -CONSTRUCTED PIER
DECK ELEV. 5.6'
LIMIT OF EXISTING PIER
(TYP) II
- 8" PILING
SECTION A - A
PROFILE OF PROPOSED REPAIR/EXTENSION OF PIER
1"= 10'H&Y
REPLACE/ADD 6"x 6" PT SUPPORT
POSTS WHERE NECESSARY
PIER DECK EL. 4.0'
0
12" PILING
+-290
o.oD
+-1.70
SALT MARSH 50
00
�O
.90 EXISTING PIER (TO
__._ _ __ g_ r•r,_aLlu Tl
15.28' X2.90
-27?_7 STARS (TO BE ��C
\ RE -BUILT AND 'Po
MAINTAINED)\\ -
9.3 • ` COASTAL
35.30\.-
29EN9.40 69 1.70
+33.30 y¢ A ,y„P
+29.60 � D 'yf-•
EXISTING 29,80 .2030 0
HOUSE ,
\ �'� zbo
24.54 0 0
.70
29.80 28.88 + 0
+35.50 EXIST. . 9.60
Q� DECK
SSKs'2 REPAIR/MAINTAIN
LOT 77 35.13 3S NECESSARY)
�4�1.27
+35.30 +30.50}29.70 ;;;ENCHMARK: +5.'
+35.40 5.40 +33, �T*92970 CL WALK
+34so32so op CO\
+1S.ao +30.60 9ST\
qC \
+36.00
+�5
� +IB.
+34.20
O +28.60
M'
+28-8025.54O
'1O
26.0000 et
1 ry
+37.70 +32.40 1
+34.20 +30.70 25.54
+37.40 +36.00
+36.50
+37.90 120 i00 +27.30
+37.40 \ +30.70 +27.10
LOT 20
ELEVATION _ NO SCALE SECTION
PIER CONSTRUCTION DETAIL
(SEAP ARD OF M4RS.H)-
+28.10
+28.40
J BOLT
+-6.40
+26.90 /
+27.30
+27.70
+27.00
+-2.60
PROP 2.5'x 11' RAMP
PROP. 8'x 20'
FLOAT
MHW EL. 1.5'
_ -
MLW
2.6't
PROVIDE FLOAT
STOPS TO KEEP
FLOAT MIN. 18"
ABOVE BOTTOM
+-2.80
1
I �
1{ ! FOLLINS
/ \ � POND
` LOCUS
U
W
DRIFTWOOD LANE
LOCATION MAP NTS
ASSESSORS
MAP 127
PARCEL
60
MLW DATUM
(MHW 1.5',
MLW ®
0.0')
NOTES
1. ALL FASTENERS TO BE HOT DIPPED GALVANIZED
2. ALL WOOD TO BE PRESSURE -TREATED
PROPOSED 8'x 20'
+-2.50 FLOAT
+-3.20
A
+-2b0
PROPOSED 2.5'x 12' RAMP
+-2.80
PROPOSED EXTENSION
OF PIER
0 <8\�
EXISTING BULKHEAD
+-1.70
j/.40+3.18 2.60
00
-0.30 EXISTING PIER*2.20 /
70
99
.80 .30 � � +12 .7
X2.80 REPAIR AND MAINTAIN BRANCH OF PIER
USE 8" PILING
+2.61
+3.00
EXISTING SHED (TO BE REPAIRED AND
PLACED ON NEW 6" PT POSTS, TOP
POSTS AT EL. 5.6')
PROP. LATERAL ACCESS STAIRS (BOTH SIDLS)
EXISTING 8•x 20' FLOAT
EXISTING 2'x 12' RAMP
MARINE ACCESS
el%T E i AN
OF 40 DRIFTWOOD LANE
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: A. KATSAROS
20 0 20 40 60
SCALE: 1" = 20' DATE: JANUARY 8, 2002
_,yam, REV. 7/24/02
�. DATE
off 508-362-4541
fas 508 362-9880
I
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
I-
a�e'x,°t x I
939 main St. yarmouth, ma