HomeMy WebLinkAboutPlans color REVISED 5.28.2025STAIRWAY REPLACEMENT APPROVED
— — —IN PRIOR CONSERVATION PERMIT — —
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E BAYBERRY AND BUFFER AREA II
PLATFORM
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-`JN AT LAND UNDER OCEAN (LUO)---�
Taut Line 1 10" stay pile/pier I,- Taut Line
Slack Line -�
4' (long) wrap -around bumpers
surrounding 10" pile/pier
Retractable Ladder
0
0
Slack Line
Retractable Ladder
0" slay pile/pier
DOCK LINE PLACEMENT #1
Tie -offs and Bumpers
Flat Bottom Boat
no scale
0.00
00 0+10
NOTES:
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 10'
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
PROPOSED FIXED DOCK
— 42' FROM MHW —
X 4" W/2" X 6" "T" SUPPORT RAIL
AIRWAY CONTINUES OFF DOCK TO BEACH
-10" MARINE PILE 0 16' Length (up to 22'L) driven, and cut flush
on top); POINTED POLY "BIRD" CAPS
KAYAK RACKS 7-4' WIDE STEPS TO ELEVATION 3.34 LAST
WEST SIDE
N
0
24
22
20
VERTICAL LADDER TO BOAT 18
observed during low tide at 1:50 PM on March 7, 2025 — 16
at Station 0+40, Land Under Ocean was 17" below MLW; 14
at Station 0+42, LUO was 29" below MLW; 12
....< awr[l Iv tl:U" Tie -offs and Bumpers
12
� 12 PT BEAMS W "'-- Tide Sliders & Bumpers p/(tlg`�Rc�,� ��
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0 M W EXISTING POND BOTTO
0+20' °" I 0+70 0+80 0+90
0+30 NN 0 + 5 0 \ 0+60
0+40 0 ELEVATIONS AT LAND UNDER OCEAN
J
1+00 1+10
PILE DOCK CROSS SECTION Ladders
(LENGTHWISE AND TRANSVERSE)
1 "=10' Y
3
STRNGHTIADDERS 41(T LADDERSFLOATING DOCK LIFT SWINGLAMERS
LADDERS
10" DIAM piers located at 10' OC; installed by hydraulic compression
TOP OF PROPOSED FIXED DOCK STARTS=7.02 NAV 88; ENDS @ 6.02
THRUFLOWTN VOOCK 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 1 O' JOISTS
KEl iH li
FERNANDES
CIVIL
No 48725
DIG -IT
CONSTRUCTION, LLC
PO BOX 268 SOUTH DENNIS, MA 02660 PHONE:
508-432-1635 www.digitconstrL)ctionllc.com
ENGINEER FOR WATER -
DEPENDENT STRUCTURE
(FLOAT/DOCK) .... ONLY
DATE 5- 2oZ f--
KEITH E FERNANDES, PE 48725
Extreme Max Sliding Dock Ladder
LAST STEP =(.)3.34—� ®IT _
2" X 12" CROSSTIE AND RUNNER -TRUE
WHEN GREATER THAN 3' SEPARATION FROM P
TRANVERSE DOCK SEC
@ PILE N.T.S
VARIOUS DOCK LADDERS
CENTER TO CENTER OF PILES
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SHEET 2 OF 2
Original May 19, 2024 w it
Revised April 23, & MAY 28, 2025 a.1 2
Dock @ 42', with side steps E° Q
& ladders to reach Boat / Skiff � Z
Kayaks racks attached, Plan Corrections I�CO
Wayne Tavares PWS
CS #048-451
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