Approved Plans

 

 

   

Minimum Cable
le, not less

 

 

less than 25 ©

Aj

       

$

 

 

 

 

 

 

 

 

 

 

 

 

 

oe

 

 

 

#600 x 500 x 750 deep
Footing, with M6 bolts

 

 

 

 

 

 

 

 

 

 

LAYOUT PLAN

 

 

    
    

 

 

 

 

 

 

 

 

 

 
   
 

 

 

A =

Se

  

 

 

WALKWAY FOOTINGS & GROUND ANCHORS TO BE LOCATED CLEAR OF THE

RETANNG WALL TO ENSURE THAT NO

 

 

 

 

 

 

MPOSED ON THE WALL.

V

wae

 

NOTE: NOTE:
ontoon as detailed NOTES: Ene PLE TYPE PONTOONS, THE We fixed to
1 Al bolts to be Grode 316 Stainiess Steel Pontoon FOROS MANNER Vessel Sxeish enon
sro Gee eRe |
is mm ¢ 1 Sheltered Area (W33N)
ice 4. Design Live Load 15 kPa (UDL) Moxtram L math of Weasel
6. DO NOT SCALE OFF DRAWINGS 5 ani 2x 36 da piles — 10 metres
8 mm muttistrond 7. Maximum Tit for worst loading < 5 2 x 400 dia pies — 12 metres
toinless Stee! Cable [8 Min. Freeboard 75 mm at Design Load a
with turnbuckles 9. During lifting of the Pontoon, adequate 2. Typicd Cand Area (W47N)
ort must be maintained across the DETAL 3 2x 36 dia piles — 9 metres
width of the Pontoon, and lifting is AL NOTE: 2 x 400 dia pies — 0 metres
to be only with cast-in ferrules oe ond Wakway is fa be
if ‘ed on im abov imum lengths hav
around Pile a — pate pee atecnned ing the 7 NOTE:
i S08 OT Omen ight of the vessel to
1600 x 500 x 750 deep Footing, average height ;
DETAL 4 with 4/MB bats to Bese Pate be equd to 20 % of its length A
Ground Anchor, os itor fixed Wokway connection).
detailed below or a roller comection to the
Wokway, provide a flat surface
to support the Rollers. a
=

6/Y20 bars om 21 PCD,
with WB heix (120 pitch)

315 dia. uPVC Pipe or
4+00-cher~Preeast~Aie

 

NOTE:

Concrete is to be placed in
such a manner to ensure
that it does not mix with
sdt water. Al concrete is
to be 32 MPa at 2B days,
and shal be vibrated in place.

Pies to

‘S
specifi to withstand

PLE TYPE LAYOUT PLAN

Meon High Water ___
Spring Tide

 

 

 

 

 

 

 

 

 

 

 

 

BO x 10 Pt x 75 long 2 Big 1S xi Max. 4 metres from
% da shaft through gases MHWST. to
for 6 dia pin of Mooring Pie
q 30
1 ek n 45 Meon Low Water ___
T T Ce eT T Spring Tide
100° nA
NOTE:
6 x Mi6 bolts at
connection to Footing 36 da Pile to
4500 mm into
55 55 (3750 mm for
ke he

1340 Nom.”

SHORE WALKWAY CONNECTION DETAL

1200 Min,

 

 

 

 

 

 

 

Nom. 300 SQ visible x 6 PL (MS) bolted 50 x 60x 6( 100x 50x60
at ground level aN ERs x 10 wn 2/2 Rok 2k 3o BS exe SECTION C=C = Ange Brocket Ange Brockels
4 Se —_—_—_—
‘Se
BO x 6.0 AI each side
7 6 i Roler Brockets welded
6 of housing for Pile Rolers to BO x BO x 6
80 x 80 x 6.0 Ange
4 L
ee ee
A / 80 x 80 x 60
Y16 bor each side“ot 60 x 40 x 4.0
a 75 x B Pl (100 wekd) 10x 50 x6 Ande Brocket Ange Eronenor
300 cog at end Ange Bracket i in
900 315 da. or 400 dia. 2 dia SSI pin through 60
6 Pile as specified dia. x 80 long Poly Rolers
‘ockets
ae Ue SECTION B — SECTION A — A
CETAL 4 ™

     
 

 

 

Roler Brackets welded
to 80 x BO x 6 Ange

Sie Est Su treated
ro ough ‘Ss
80 x 50 x 3.0

 

Q

REQURED BEARING CAPACTY = 100 kPa

VERTICAL OR LATERAL LOADS ARE

     
  

 

 

 

 

 

NOTE:

Wokway to be supported on
Rolers on the Deck, or fixed
to side of Pontoon

 

 

If Wokway is bolted to Pontoon,
the Wakway is to be supported
on Relers on a flat concrete
surface (or on a new Footing)

 

 

 

 

 

sf

 

PLE TYPE PONTOON & WALKWAY — SIDE ELEVATION

7 »

   
  
 
 
 
  

a

oppor Brackets ex.
x 60 x 6.0 Channel

BO x 80 x 6.0 Ange
_

50 x 50 x 6 Ange
Broce olong each side

 

 

 

 

 

 

   
  

ap
~” OU

opw 12 02

 

DETAR

87 23 NOV 2012

 

 

IAN BARNES and ASSOCIATES
CORSULTING

(AN TO ORT a ae

PONTOON AND WALKWAY DETALS

 

bile 5,3 ele St Pane
PD, Box 578 ix Same 0444
OAROOLTUME 460 hott asm

PROPOSED NEW PONTOON AND WALKWAY
Ste-/(O woos PA RADE
For = VASARD MARNE A/DOSA HEADS

 

 

 

Ale

Job No, 52425-95

 

Drwg No. A2~52425~02 o/