HomeMy WebLinkAboutPlans b+w REVISED 5.28.2025NOTES:
1) ALL CONSTRUCTION CONFORM TO MASS BLDG CODE ...... MOST RECENT EDITION
2) WETLAND DELINEATION (B.V.W.) BY Wet Tech Land Design, Inc
3) SURVEY BY RICK HOOD PLS (TOP COASTAL BANK DELINEATION)
4) ALIGNMENT OF DOCK SHALL BE: PERFORMED BY SURVEY
5) ALL WORK COMPLETED BY HAND; PILES DRIVEN BY HYDRAULIC COMPRESSION;
6) PILES SHALL BE MARINE LUMBER WITH ACQ ONLY; NO CCA LUMBER TO BE USED
7) ALL HARDWARE SHALL BE GALVANIZED OR PLASTIC COATED
8) NO STRINGER JOIST TO BE LONGER THAN 1Or
9) ALL (2" x6") HANDRAILS (if required) SHALL BE SPACED 10' APART;
A, 9" BALL CANNOT BE PASSED THROUGH THE RAIL:
10) ALL CONSTRUCTION TO BE APPROVED BY LOCAL BUILDING DEPT.
11) ANY LADDER TO BE ANODIZED ALUMINUM OR PVC; RETRACTABLE, IF POSSIBLE
STAIRWAY REPLACEMENT APPROVED
�G —IN PRIOR CONSERVATION PERMIT — --
'I PROPOSED FIXED DOCK
1 42' FROM MHW —
I I
z I
F
2" X 4" W/2" X 6" "T" SUPPORT RAIL
STAIRWAY CONTINUES OFF DOCK TO BEACH
s 2"IX 6" PT N
PLANK STEPS N I
�E 4" X 4" PT POSTS
FS
BAYBERRY AND BUFFER AREA
14 —32KNImme��- ir
12
10—'_
8 II
6
4 2" X 12" STAIR SADDLE RUNNER STRINGER (X 3)—�
2 --
n
— L
—4
—6
0+50 0+40 0+30 0+20
ELEVATIONS AT LAND UNDER OCEAN (LUO)
Taut Line
:flack Line
4' (long) wraparound bu
surrounding 10" pile/pi
Retractable
DOCK LINE PLACEMENT #1
Tie -offs and Bumpers
Flat Bottom Boat
no scale
Taut Line
Slack Line
Ladder
10" MARINE PILE 0 16' Length (up to 22'L) driven, and cut flush
on top); POINTED POLY "BIRD" CAPS
WDF STEPS TO FL FVATION 3.34 LAST STEP: VERTICAL LADDER TO BOAT
at Station 0+40, Land Under Ocean was 17" below MLW;
at Station 0+42, LUO was 29" below MLW; —
0+50
0
FILE DOCK CROSS SECTION
(LENGTHWISE AND TRANSVERSE)
111=10'
10" DIAM piers located at 10' OC, installed by hydraulic compression
TOP OF PROPOSED FIXED DOCK STARTS=7.02 NAV 88; ENDS @ 6.02
THRUFLOWTM VDOCK COMPOSITE DECKING (24" X 4' staggered modular)
5/8" GALV BOLT -WASHERS -DOUBLE NUT (@8") FROM PIER--)
DOUBLER @ 3" X12" X 10' PT (MARINE GRADE)
SUPPORTED WITH (4) 2" X 12" X 10' JOISTS
KERN E
FERNANDES
CIVIL
No. tens
DIG -IT
CONSTRUCTION, LLC
PO BOX 268 SOUTH DENNIS, MA 02660 PHONE:
508-432-1635 w .digitconsiructionllc.conn
ENGINEER FOR WATER -
DEPENDENT STRUCTURE
(FLOAT/DOCK).... ONLY
,,,, _ z`v Z S -
KEITH E FERNMIDES, PE 45725
ELEVATIONS AT LAND UNDER OCEAN
Extreme Max SGdq Dock Ladder
a
_ 24
_ 22
20
18
16
14
12
10
8
6
— 4
2
0
-2
-4
-6
Ladders {
STRAIGHT LADDERS LIFTLADDERS FLOATINGDGCKLIFT SWING LADDERS FINGER PIER LIFT LADDERS
LADDERS
VARIOUS DOCK LADDERS
CENTER TO CENTER OF PILES
2" X 12" CROSSTIE AND RUNNE17IT2USS (X 2)
WHEN GREATER THAN T SEPARATION FROM MARSH
TRANVERSE DOCK SECTION
@ PILE N.T.S
Tie L
Tide Slid
4' (long) wrap -around bumpers
surrounding 10" pile/pier
2" X 12" CROSSTIE AND
RUNNER TRUSS (X 2)
WHEN LESS THAN 3'
SEPARATION FROM MARSH
Ladder
Retracts
DOCK LINE PLACEMENT #2
Tide Sliders & Bumpers
Flat Bottom Boat
no scale
SHEET 2 OF 2
Original May 19, 2024
Revised April 23, & MAY 28, 202`
Dock @ 42', with side steps
& ladders to reach Boat / Skiff
Kayaks racks attached, Plan Corrections
Wayne Tavares PWS
CS #048-451
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