Council archive · source document
APPROVED Plans · OPW11/0301
Plans and drawings: the text below has words only, no drawings.
TOP OF PRES RL 260 TOP OF PLES Ri 260
~——-~- EXISTING DECK RL 1.20 ites ead ee eae aeemeeo ns —_ ee
a gil te =
—s 4 iL + tne pe nnn a + ————f-—-
PROPOSED —]
PONTOON Ly {I
jt} 2 tre i
Wn & 1
a g] 1 WEST ELEVATION
EA {
(1 & it s
yap on
We & otou
e r
tua
83 LEASE BOUNDARY 29340 1
a. <is 6-16 BARS TO WITHIN 300 OF BOTTOM
OF PILE. RO SPIRAL TIE @ 200 PITCH
300 MAREMUM DIAMETER UV RESSTANT PVC ATG
PIPE CASING FOUNDING 4.0 METRE BELOW | SUN f )NAL C
CLEAN INSIDE OF PVT CASING OF ALL SAND < Hse thew’ |
AND WATER BEFORE COMPLETELY FILLING |
ALPRESSHILLEEPLIREED — ST TOREVOVE AL ARPOOETS p PY 02 34 JAN? |
TYPICAL PILE _ sours 7
ec 120
w
> PONTOONS
w PONTOONS AND HEAVY DUTY FILING BRACKETS ‘ s
SHALL BE DETAILED AND CERTIFIED BY EZ-DOCK 'O' BOATS
FOR ALL REQUIRED DESIGN LOADS INCLUDING
< 3.0kPa UNIFORM IMPOSED LOAD; 3.0:Pa IMPOSED PROPOSED
te LOAD OVER HALF THE WIDTH; 4.5kN CONCENTRA
a o LOADS AND iMPACT LOADS co
0.222
= GYMPIE TERRACE
= NOOSAVILLE
° RABRINK PTY LTD T/A
John Norden
j & Associates
FE 010 263 877
Gawcurel | Cami Gasiga Rngmaare
Se 16 Tower Fees”
Poincians Avernse / PO Box 206
i Tevantn Q 4656
Pre G7 BA4971357 Fax 07 4697172
Y i Erk p_pSiteretamnet
ol he DRAG eaTe
8 ASHTON OCTOBER 2009
L——>.
Sis AS SHOWN el sata RRA.
Bay
WORKI DRG ver
= = “BRO RO. Sar :
09/16i-1
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Sitip.
Gown gov &
13572750
3B-1COrmenHs Ss,
Sel. 12mren edo.
150 wide x 6% stainless steel runnina
sinp for each wheel. Length to be"_
determined. on site. Fixx with stainless
steel! countersunk Nolt screws .
DETAIL = 1s
(ROLLER SIDE VIEW)
ae
s/s Flange with hole td
a 8rrm” Gruw Scfew f|
into bracket
&:
Handrai. Strut
a be a
| 100250 2 3 RHS L
bracket from 6%
#16 S/S hinge pin
U
#70 roller 2 me 26
one each side of $/3 running sie
romp J
ROLLER FRONT VIEW:s
e16 5/5 hinge pin
y , 102 6mm Galv & 1357
——— reer 9A — ; Long. 1% 5C Long alum. h
~ = < Pet 3-1GOmm nges . Tove with “Nylon Bus nee
L Sel.J2 Rucbing St rie
18mm Fit skucloral a a i ! G
100 5 50 « 3 AHS pres 2 r L “at an if °
JS . ' 4 a 1 2
so-ve cb Ee conens = ed A tt ee
Lae acer eee| HOO 2 SOWT RNS Ay E i 7 | iy \ Ay Fhe
100 «60.4 3 RNS each grt r 7 | jonnl6 Alum ® full-” 100.80. 3RHS7 . \
Le feo l|/ \[ length s/s 3/5 cl Pi oa
PLANiw ¢ ‘ 100 x75 0.12 Gali" Lugs ‘ seal . 2oge support —* tL ts MU ss elange with hole
welded T walkuoy a. for Bm Greb Screw
siane and hinge bdses SUNSHINE CO ~SHINGE DETAIL 15 fe “495
VUUNCT.
ey PLAN) ‘O' BOATS
DETAIL 215 _ " POSED
100 ico OPW 1 AN PRO Ss
pee ia | AN 20 EXTENSION
; 100 «50 «3 RUS ——) lo— 100» 5008 RHS —— 7 =e No.222
} NOTES GYMPIE TERRACE
1 All aluminum shall be allay 6061-T6 ark NOOSAVILLE
oh pace, shail oe well férmed cena AABRINK PTY LTD T/A
t welas Usin -L-G. PfOCESS Or a ve
bn - equivalent , incebperahing wire electrode "| John Norse
suitable for welding alléy 6061-T6. & Associates
Ay 1205 CLEAR 4 .
CY «3R 2. All other metals (eg bushes, screws, etc ie —
, a 19am Flt Stroctural grade a ails shall be ogi € steel or’a ved. ) i Strectural | Civ Design Engaesers
50150 « 3 Ris py (19-32-72) screwed to non-ferrous marine grade material. Sua 16 Tovantn Paz"
ee eC 300mm max Poinena Aves J PO Bax 205
~~ - Cee sone Fax 07 54497172
00250n3RNS—aA tl : yr 4 (00:59 «3 RUS BRARA are
5 + 7 pot SASHTON OCTOSER 2008
\ pntont0 x 3RHS sore scale =
= mek ( oo
_ __ ee AS SHOR : RFEQ.
nope x ee chet tee
TYPICAL> SECTION 4s WORKING DRG
w Seraie Wollwey 905 cleer ACCESS RAMP Foe [=
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