HomeMy WebLinkAbout4 Tide Lane - Pier Ramp & FloatpIER
MAIN STREET
28 O
M rn J
M z r, r
5 !i 1
v i 1
D /l FLOA 3
LOCEn
US N ahi / EXISTING BIER I
z r^ W &IFLOAT!
En TIDE LAA m.E. 83 1614 ((
a
o S, `'HORS DR.m o J 3
S BPEGPCN BASS NANTUCKET SOUND
RIVER BEACH
-LOCUS MAP:
NOT TO SCALE
I `• - ih / N/F
BONNIE ASSESSORS MAP 25 BROWNING OHS
PARCEL 28 \ 0
2.6' oy
A
J' / ! �78•p3'1b" E csPIL�WIi p5DSHE
17.3'
STEEL SLEEV N
CHIMNEY
BENCHMARK:
TOP OF WALL
IP ELEVATION 8.8
A . FND (MLW DATUM)
j ^ . FLOAT / • vi 1 /� 1 _.P
RAMP
N
/ /� `�` �.•// — h 105' PATIO RETAINING WALL
i PROPOED / COVERED
LOAT' 8'x20' '� / \ ` / N/F I ENTRY
� ! °i CYNTHIA A. MEISNER
/RAMP 3'x11PIER] 4'x18'' % F' 0„W ASSESSORS MAP 25
PARCEL. 27 3.9 e.e'
_--i
11,866±S.F. g1N
PIER
ORW
v /PROPOSED 3 WID rn
l l EXISTING PIER & i / \A PUBLIC ACCESS o
FLOAT TO BE Q2 PATHWAY
/ RELOCATED MLW=0.0' ` WOOD FRAME CRS, PORCH
MHW=3.5' HOUSE (:ON G
div HIL=3.T #4 W1itii
O• FRHAN
h
N/F'
rn o
JOSEPH J FERRARA TRS o
, BRICK
' /i�►� w - ASSESSORS MAP 25 PATIO
I PARCEL 26 GAS
SMETER
TOOP
* 10.6'
„
FLOOD ZONE A-12 VERTICAL COASTAL BANK
13 EL. 12 NGVD ELEV 13 MLW.
10
ROPOSED LEV.
PROPOSED I x11• RAMPRELOCATED
7.0
i PER & FLOAT I I 5� EXISTING GRADE
I S.E. 83-1887MHW 3.5— .. _ .. .. — 2.9
PROPOSED
LF -i MLW 0 ..........8'x28701NI
AT... .... .
SALT MARSH
PROPOSEDAT \ 85,00'
STOPS TOAIN PROFUSED '
—5 30' UNDER FLOAT B„ DA
PILE n? \ »
— — — —�
TO
-10 / S�gp3'10 W REVTOWNO� ND
-- J ROPOSED 1r DI _ -- P Ri THE SSION IL
�_ � nv��ROMTHERESPON 91L
-15 PILE (Ti _ I J �i 1� —'� EOG OF COMPLIANCE.
10-
`_ { C DATE:
—20 4— SECTION A BUILDINGOFFI 4L
SCALE, 1"-10' �s g
-25 �1� µ10E PRNAfE) A�ME�j
( OG6 OF P
3/1 1 -BOLTS 4'—O” 8'—O»
WITH 5' LONG ROD „ " 8" DIA PILE. GREENHEART 14" DIA.
"
WTHREADED ENDS PROPOSED RAMP 11 f 2 x10 , .RAILING (OR EQUIVALENT) 12" DIA GALVANIZED STEEL 2"X1 0 FRAMING
PILE SLEEVE (TYP.) 12" O.C.
WOOD OR PILES BELOW MHW g'-0"
SYNTHETIC HANDRAIL BRACE POSTS OPTIONAL
1"x6" DECKING MATERIAL WITH NYLON ROPE l GANGWAY
/ 3/4" SPACING 50% SEE THROUGH » » is —� 1"x6" DECKING 20'-0" 12� DIA PIE (TYP)
0 1x6 SIDE 1 • SIDE RAILS TO BE 1 3 4"
VISIBILITY o - DECK RAIL TYP. • » S • EVENLY SPACED. ^ ^ / / 2"x2"x6' GUIDE'
( ) i 5 2x2 x6 GUIDE k
M 3/4" 2"x8" SYRINGE • MAX. • 2"x6" JOIST SPACING 1"x6" DECKING 1•x6' PRESSURE
» 2"x8" FRAME TREATED DECK
o SPACING 1x6 DECKING WITH 2x8 FRAME
(�') 3/4" SPACING (TYP) 16 O.C. 14"GALV. CARRIAGE OR EQUIVALENT
X FLOAT 14"GALV. 2 SKID BOLTS ( TYP
DECK 3/4" HOPE STOP "x6" )
FRAMING WATER LINE ELECTRIC CONDUIT CARRIAGE
3'-6" HANDRAIL 2"x6" SKID BOLTS TYP 2"x6" JOIST 1/2"x20" MARINE LAG BOLTS (TYP)--------- o
WHEEL(TYP) PLYWOOD ( ) 1
3/4" DIA. GALV. 2"x8" EACH 16" O.C. » o
BOLT (TYP.) SIDE OF PILE 10"x20" CONTINUOUS 1/2"x20"10 x20 CONTINUOUS FRAMING TD BE '
STYROFOAM MARINE STYROFOAM REINFORCED WITH
POSTS 3'x8". CROSS PLYWOOD GALVANIZED SEATS
3/4" CARRIAGE BRACING (TYP) „ NOTE: ALL WOOD TO BE NON -LEACHING .
BOLT (TYP.) STEEL PROPOSED W PRESSURE TREATED. WITH BRACKETS
/.DOCK WASHERS BRACING (TYP) AT (RAMP TO MHW
PILES BELOW TIMBERSALE:1"SE SECTION
RAMP DETAIL PREVENT ICE MHW 39 LONG. TRANSVERSE SECTION
8" PILES
DECK TO RAMP CONNECTION DETAIL SCALE: 1"=4' DAMAGE TYPICAL R SECTION ggoVE MHW TIMBER FLOAT SECTION TIMBER FLOAT DETAIL
SCALE: NONE GIRDER (OPTIONAL). SCALE: 1"=4' 30' LONG SCALE: 1" = 4' SCALE 1" = 4'
CURRENT OWNER: CYNTHIA A. MEISNER
TITLE REFERENCE: BOOK 17564, PAGE 95
PLAN REFERENCE: BOOK 186, PAGE 33
ASSESSORS MAP: 25
PARCEL: 27
ZONING DISTRICT: R-25
SETBACKS: FRONT 30'
SIDE 15'
REAR 15'
MINIMUM LOT SIZE: 25,000 S.F.
LOT AREA: 11,866tS.F.
FEMA FLOOD ZONE "A-12" 7/2/92
ZONE DISTRICT: 250015 0006 D
I CERTIFY TO THE BEST OF MY
PROFESSIONAL KNOWLEDGE, INFORMATION
AND BELIEF THAT THIS PLAN CONFORMS
TO THE RULES AND REGULATIONS OF
THE REGISTRY OF DEEDS.
PROFESSIONAL LAND SURVEYOR DATE
PLAN TO
ACCOMPANY
A NOTICE
OF INTENT
TO
PERMIT A PIER
RAMP, Bc FLOAT
AT
#4 TIDE LANE
IN
/� ®
P'i TH
fSMOUBSC
MASSACHUSETTS
(BARNSTABLE COUNTY)
EXISTING
PROPOSED
CONDITIONS
NOVEMBER 2. 2010
REVISIONS:
N0. DATE DESC.
1. 5/4/11 ADDITIONAL TOPO.
2. 6/3/11 DEP. REQ.
CODE COMPEL- PREPARED FOR:
'OT RELIEVE THE
roF•AseulLr' KENNETH MEISNER
201 BACON STREET
NATICK, MA
01760
GROUP
349 Main Street, Unit D
W. Yarmouth Massachusetts
02673
508 778 8919
® 2011 The BSC Group, Inc.
SCALE: V, = 10'
0 1.25 2.5 5 wcims
0 5 10 20 r¢r
PRdJ. MGR.: C. FIELD
FIELD: M.CREIGHTON/D:GAZZOLO/J. McCARTIN
CALC./DESIGN: P. HAGIST
DRAWN: P. HAGIST
CHECK: C. FIELD
FILE: 8673N01-4.DWG
DWG. N0: 5552-03
SHEET 1 OF 1
JOB. N0: 4-8673.00