HomeMy WebLinkAbout83-1591 - Site Plan01-281
EXISTING STAIRS
6" POSTS
/-SALT MARSH ELEVATION 1.6't
4'
TIP
,
EXIST. GRADE
PREFORMED RAIL CAP
2X6 RAIL
r- 2X4 GUARD RAIL
1�.
2X6 DECK 1
- 2X8 BENT
1/2" BOLT (TYP)
SALT MARSH
2X10 CUT STRINGER
EDGES AND CNTR.
rVAR .\
�,t11. - 2X12 STRINGER 1"
,
z
v
OO
I IQo I
1 I - 2X8 DIAG. BRACE
I I WHERE GROUND TO BOT. JOIST t vt
EXCEEDS 2 FEET
1 t 6X6 POST��
---
I I 1 I
I I AI I
I I I I
1 I 1 t
- 1
I I
t f
I 1
RE -CONSTRUCTED PIER
DECK ELEV. 5.6'
LIMIT OF EXISTING PIER
8" PILING
SECTION A - A
PROFILE OF PROPOSED REPAIR/EXTENSION OF PIER
1"= 10'H&V
REPLACE/ADD 6"x 6" PT SUPPORT
POSTS WHERE NECESSARY
PIER DECK EL. 4.0'
12" PILING
+-2.60
PROP 2.5'x 11' RAMP
+-2.80
PROP, 8'x 20' !J
FLOAT
%t +
% I FOLLINS
/ \ J POND
MHw EL.
M w 0. -LOCM
r _-
PROVIDE FLOAT m
STOPS TO KEEP DRIFTw000 LANE
FLOAT MIN. BOTTOM, BOTTOM 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'
I I +-2.00 +-2.50 FLOAT
TYPICAL STAIRWAY SECTION A +-3.20
NTS +-1.70
cr
LOT 17
+-2.60
PROPOSED 2.5'x 12' RAMP
sy
( �} PROPOSED EXTENSION
SALT MARSH 50 2� OF PIER
7
EXISTING BULKHEAD .57 EXISTING 8'x 20' FLOAT
- �
+-1.70 / EXISTING 2'x 12' RAMP
4if 2.77 +3.18 iii2.60
0
+-1.00
` +,2.90�p -0.30 EXISTING PIER
EXISTING PIER (TO
BE RE --BUILT) �O+
X2.90 .70
+20'7 EXISTING �. 9 .99 \
\ STAIRS (TO BEOC \ A; .80 30 �
RE -BUILT AND F \ 260 + .27
MAINTAINED) O�. \'C' ,c.0
o __---REPAIR AND MAINTAIN BRANCH OF PIER
3 - s !y ti� USE 8" PILING
COAS7gL.1 `62.72.60
1
29.;029.40 09 1.70 - -� +2.61
633.30 2+ .�0,
+29.60 A
29.80 .20 '. 0 +3.00
\ .30 {fi30
.70 24.54 D f' '�
EXISTING SHED (TO BE REPAIRED AND
29.80 28.88 + . r PLACED ON NEW 6" PT POSTS, TOP
EXIST. 9.61 POSTS AT EL. 5.6')
�� DECK
� 2 . . REPAIR/MAINTAIN BOTH SIDES PROP. LATERAL ACCESS STAIRS
5 NECESSARY) ( )
�I31.27 0
+30.50+2 ,7p +5.90
2.50 T�
9 ; BENCHMARK: /
+33.1F3 9..70 CL WALK
10 _% ELEV.=9.5' MLW
+36.00
+34.20
+30.60
+32.30 +28.9 +�5 .
w +
+28.80 +28.60 \'i-25.54 O�
-fF26.00 P'
+32.40 1
+37.70 1
+37.40 +34.20 +30.70 +
+36 00 }25.54
`+36.50
+37.90
720,p0.
+37.40
n
LOT 20
+30.70
ELEVATION NO SCALE SECTION
PIER CONSTRUCTION DETAIL
(SEA BARD Os;' MARSH) -
+27 :0
+27.10
4-26.40
+26.10
+28.40
+26.90
RS
.`p
+27.30
+27.00
BOLT
+27.70
MARINE ACCESS
SITE PLAN
OF _ 40 DRIFTWOOD LANE
IN THE TOWN OF:
_ (SOUTH) YARMOUTH
PREPARED FOR: A. KATSAROS
20 0 20 40 60
t
SALE: 1" = 20' DATE: JANUARY 8, 2002
REV. 7/24/02
>. DATE
off 508-562-4541
_ fax 508 362-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmovth, ma 02675
r .t