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Development Application part 2 of 2
NOTE:
N:JTES: FOR f’I...E TYPE F’O’ITOONS, 11-E
FCUOWNi w.xMM VESSEL
1 AI bolts 10 be Q-aje 316 Slciriess Sleel Pontoon
LfN;THS SHAll. N’I’LY :
2. Al.mnlm seclions to be Q-ode 6063-T5 os detaled
.3. AI w_ to be 5 rTYT1 dw UN.O. SheIt...od Noc (W33N)
4. Desi91 Live Lood 15 kPa (UDL)
6. 00 NOT SCALE OFF 1lRAwn;s
7. M::Jximrn T1t for worst Iood"l < 15
0
~~.t~~ ~~lres
2 x 400 cia. pies -
12 metres
a "’" Freobocrd 75 rrm ot Desi91 Load
9. [).xing ittng of the Pa1I00n, odecfJoIe 2. Typicd ea,a Neo (W~"’N) 0"’-
~~~p~~n,~6t~ ~
to be orly with cast-n fem.Jes
[f;TAl 3
QJide <rod
N:J1E:
Wckw~edis~~~
2 x 315 da pil’.
2 x ~cia pies
-
-
9 metres
II metres
IQ.I PLE TYPE
~OCN.!t W AY -
sa:: ElEVATDI
Ro.....
or<U1d Pie ~ck, filledor ~~~~~~.
to side of PontOa1
1600 x 500 x 750 de", Footng. overage heiglt of the vessel to
be eq.xl to 20 70 of its length.
[f;TAl 4 with 4/Mlj bats 10 Base Plot.
Q-0U1d Anchor, as (tor tixed W~way coorect.ion}
1600 x 500 x 750 deep
Footing. with M1i bolts
LAYOJT f’I..AN
!
delcilod below
6/Y20 bas a1 2’0 P.CO.
F’or a roler comection to the
W~oy, provide a flat ,...foc.
lo"’"l’l"rl the R_s.
PLE TYPE LAYM PlAN ~fi.tide
Water
---
~I
with W6 heix (120 pitch)
.
80xlO~x751<rq 2/75 x 75 x II
l.!J -
.
l’i do. shaft llYou;jl
Wx’O~
BO:U~~ i
315 do. tPYC Pipe or
tQQ di P _t Pit
far l’i da pin
"-~ t~ Meal Low Water
Spring Tide
G=els~~ t;;
au~50 ft1i
N:JTE: NOTE:
4 / Ml2 Belts, :-:_...J Cona-e:le is to be pklced in
9..dl 0 Il"ICJ""flef to erlSlre
6 x M16 bolts 01
cO"Y’l8Ction to Footing 315 da File 10 be
errbeL PLE TYPE PCM"OCN & W AY -
sa:: El.EVATDI
prrm~ fO that it cbes not mix with
sdt water. AI concrete is
10 be 32 t.f’a 01 28 days,
55
-it--
55
~.......
4500 mn inlo S<rod FCUldalion
(3750 rrm for 400 da. Pie)
l ii1
BasePbte
~ end shd be VDroled in place. 13W Nan
I-. 9-O<E W AY c:ctn:CTDI OCTAL
~a...EAT
~ +/M12 51 Stl llYeale<i ro trrou;jl
crqes <rod BO x RHS
~_~! 50~ !
~I
I I I
PLE [f;TAL
1200 "’"
so x II ~ for C<i>lo
.
Norr. 300 SO visible
~.- 6 ~ (M.S.) baled SOx60x6.( lOOxSOx6.0
"00 x 50 x 3.0 RHS Packer
at 9’"<U1d level
~U x 10 A wilh 2/M12 I.l1derSOx50x3.0RHS SECTDI C -
C Iwje !racket IvYje Brockel.
60 x 4.0 A. with 3/M12 SO x 6.0 A each side
i
1 bolts end 35 rrm bog ruts of housing far File Ralers
100 "00 x 50 x 6.0 NYje Brcx:ke~
J=~
"OOx50x3.0
RHS packer lSlder 50 x 60 x 6
MR~~~e~S6W~
315 da or 400 die.
Plle as specified
8Ox80x6.0
IvYje frcrnework
12 do. SSU pin llYou;jl 60
dia. x BO bog Poly Ralef"s
-
fixed with M12 bats 10 ski>
.......,....
’&"1111
"-SJ--
r.
~
Wi BAJUf/lS .ad A.S:5IX:UllIS lIr
CQ6U.TJ<<; .,JIII___
.......
~~AI W WAY DETALS
I’IIOI’OSED _ PONT~ AI W WAY
SO x 50 x 3.0 RHS NYje Etcx:kets
....u\I&aD ..... _..
sa. :-fON ,U1 flllt(1I0e
PLAN ~ For:- VI>S>>!O WNHN’ SA 1{~"i>S
[f;TAI. 4
SECTDI B- SECroN A - A
~Itol Job No. 52+25-95 Drwll No. A2-5242S-ll2 D
[OCR of page images]
NOTE:
"toon as detailed NOTES: FOR PLE Type ponToONS, THE
g 1 Al bolts to be Grode 316 Stainless Steel Pontoon ‘OLLOWING MAXMUM VESSEL
factor Chai 2. Auminium sections to be Grade 6063-TS as detaied EERSTE HALL ABEL:
Minimum Cable ‘os detoled 3. Al wekis to be 5 mm cfw 1 Sheltered Area (W33N)
Ange, not less — ‘4. Desicn Live Load 15 kPa (UDL.) r Maxirum Length of Vessel
less than 25 © CF @ men mistrond _|9. Madam Tit for worst eeu < 15 © ia e= bee
fom i a
LS tanless Stee! Coble Mo. Fredbeard 75 rn at Dean Load a = a aoe
with turnbuckles ing fting of Pontoon, te 2. Typicd Cond Area (W41N) _
RS appart mst be maintaned cross the | pea ay 5 Pp Ca tre Ces
€ ‘width of the Pontoon, and lifting is AL NOTE: 2 x 400 da pies — 0 metres
e to be only with cast-in ferrules Guide and Wales Ee ie NON PLE TYPE. O uan SSOE ELEVATION
p Roles on Rolers . NON PLE TYPE PONTOON & WALKWAY — Se BEVATEN
& around Pie on Deck, or fixed | | poe Bot eee
1600 750 deep Footi to side of Pontoon ‘average height o WALRWAY FOOTNGS & GROUND ANCHORS TO BE LOCATED CLEAR OF THE
Cm sn a ae be ee eee be equal to i RETANNG WALL TO ENSLRE THAT NO VERTICAL OR LATERAL LOADS ARE
DETAL 4 with 4/MB5 batts to Base Plate MPOSED ON THE W/ REQURED BEARNG CAPACITY = 100 kPa
Ground Anchor, as {for fied Wakeway connection a eee
"4800 x 500 x 750 deep dataied below Gone erento aiineine >]
Footing, with M'6 bolts to support the Rollers. 3
OUT PLA !
LAY. 6/Y20 bars on 20 PCD, PLE TYPE LAYOUT PLAN
with WB helx (120 pitch)
80 x 10 Pl x 75 long 2/75 x75 x0
da shoft the gees
315 da. uPVC Pipe or T'S do pa
Seton Bement
2 ws Pp no — [if Wokway is bolted to Pontoon,
Worercy to be supported on the Wakway is to be supported
Rolers on the Deck, or fixed on Rolers on a flat concrete
10x OA L}- | to side of Pontoon surfoce (or on a new Footing)
Re is to be ploced i j Br ins bots ot |
ele is to in x a PLE TYPE PONTOON & WALKWAY — SDE ELEVATION
an cmemer fo avars l! fe» + connection to Footing 335 da Pik to be embedded PLE TYPE PONTOON & WALKWAY — SDE ELEVATION _
that it does not mix with 4500 mm into Sond Foundation
sdt water. Al concrete is 55 55 (3750 mm for 400 da Pie)
to be 32 MPa at 28 days, a ae . a
ond shal be vibrated in place. 1540 Nom. U
f. K_| ec 7] >
Piles to 5 SHORE WALKWAY CONNECTION DETAL, n Z ., “ x 60 x 6.0 Chamel
CLEAT BE specification to withstand Se AE
SABER EAT — aeons fl ct ts | Sy
to 80 x 80 x 6 Ange vy ; BO x 80 x 6.0 Ange
< 4/Mi2 St Stl threaded rods through 7 ‘fis
dourble anges and 80 x 50_x 3.0 RHS aku
— — ,— fu s sist aoe Broce dong ead side
— bon 20.0 RE ‘ ‘
q + . a
1 “N
4 N 7 .
\
1200 Min. 4
v
100 x SO x 60
SECTONC-C Ange irothet Ange Brockels
BO x 6.0 Pl each side
i Roler Brockets welded
of housing for Pile Rolers ihe aes |
2
80 x 80 x 6.0 Ange
S77
60 x 40 x 40 Bo 80 sie
300, Sere Brocket anys Teoma JAN BARNES and ASSOCIATES Of | PONTOON AND WALKWAY DETALS
peas Ange Bracket 7 ; CONSULTING ENGREERS sa 7 ca at
eee oa Fa ao bs Pay Roles Lae ™ "GR be cite | PROPOSED NEW PONTOON AND WALKWAY
6 Pie as specified ia. x 80 long Poly
p enete cmcam wo Me bem 2) Hy -/(Q MOOS PARADE
— SECTN SECTION B - SECTION A — A 2 For s_VASARD MARNE A/BOSA HEADS
\ DETAL 4 ——— 2 Dotes 22 il0(] sob No 62425~-985 [Prva te. 42-52425-02 0 _/
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