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Lenbay Pty Ltd - Plans
Plans and drawings
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S
EXISTING
PROPOSED JETT
JETTY
[> 20000 gp wert)
wal | eee
Pepe ane QUAY LINE Veer \ 3 ‘
PRO SS aap a \ Vo
Hy \ { \ \ \
i | \ EXISTING 1 2 \ vA
ry JETTY 1 6 \ \\
if = |e eeoc7T
pe 352} Uae
\ 10548 Toes ooeeerr7
| assess \ ; QA UNE eee —_
\ \ i
\ \ He 6767 7000
\ \
LOT 684 \ LOT 685 \ LOT 686 \ AL. CHANNEL BEARER AT 45° —) 750 2950 | 2950 350
\ 35 x 2100
\ RP 897351 \ ' Wes te xi x ene STANDARD MOORING FENDER (THIS SIDE ONLY) CAST ALUMINIUM
\ a quay une | /- MOORING CLEATS
=i a ‘ SQ —t
ale EAT \ o
me WS < 3
AS vy a a
Bu? \ ; a
\ | | _
\ \ a9) 7
1 1
\ 2 Ty a | IRON BARK DECKING 90 x 19 eo
\ \ S a ¢ DIRECTION OF PLANKS
\ \ a 8 \ ll (AT HORIZONTAL JETTY SECTION)
3
\ dee a“ ' 3 r ot er x JOISTS @ 363 CRS
8529 gene \ 1 {50 x 50 x 3 AL. RHS
woes ‘agegaarggr ase \ | 4x AL. CHANNEL BEARERS
1 8 went ll 178 x 78 x 8.35 x 1500 Le
~SHOREHAVEN DR> : * SSN
| ==_ | ~_s x #315 46kNm R.C
SITE PLAN & t === INSITU UNDERDECK PILES
\ ao
WATER ALLOCATION t S =
SCALE 1:500 8 | _ ron BARK DECKING 90 x ig
| DIRECTION OF PLANKS-+
eT | (AT VERTICAL JETTY SECTION)
\ bal youl
1
: 3 Ek @p
\ 8 ew yt PROPERTY BOUNDARY
i t
NOTES: —— $609 +. 1500 —- JETTY AREA 23.3m2
Existing structures shown in approx position \
1
DESIGN LOADINGS: BERTHING: \
LIVE LOAD: Maximum wet vessel length = 7.0m \ LAYOUT PLAN LOT 685
Jetty — 2.0kPa Maximum wet vessel beam 4.0m \ SCALE 1:75 RP 897351
'
— D> Crichton EDGE Consulting Engineers] = THE MARINA SPECIALIST [survey DATA] |“ Lenpay pry LID TE SITE PLAN, LAYOUT PLAN
_ Woolongobbe, aLD 4102 [TRADING AS ACN 10535119 18 ROW Parnson cRes [paTUN S| LOT 685 (121) SHOREHAVEN DR & WATER ALLOCATION
= Ph: +61 7 3367 3570 THE beet a HORIZ. a NOOSAVILLE DATE: UNITS SCALE: SHEET:
i ~ - ‘ABN 68 099 997 995 [email protected] oo y GRID. lproueci 24/08/2021 wa [12500 1:75 1
g qa DET (ANGIE TO 8 WETERES | TB Zapper SE oes oa a PHONE(O7} $492 5925 etsy AHD OERRNEDIY2} = PROPOSED JETTY DRAWN: CHREKED: APPRO: [ORG Wo:
MO} AIL & VERTICAL TOB | 30/08, ° cas . - =e : REED: : :
EV DESCRIPTION BY | DATE [APPO he 5496 05/10/2021 | WF SPECIALIST BOOKS 1B JSP-SJ-34920
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Page 2
+e HR Re
7
APPROX WATER LEVEL
10000
8000 | 2000
LEAVE 10mm GAP —7T'0 GAP 2
(TO PREVENT NO LOAD DOUBLE FASCIA BOARDS i:
APPLIED TO WALL) 150 x 50 x 3 RHS JOISTS @ 363 CRS NOT SHOWN FOR CLARITY z
FIXED TC BEARERS WITH 2 x M8 S.S BOLTS {REFER DETAILS) 3
7 TO EACH 150 x 50 x 6 ANGLE BRACKET 347 APPROX 700
a L f thE
i Lt mi
i 1 2 NI
REVETENT WALL 7 ho ee fd PX
178 x 76 x 6.35
H AL. CHANNEL BEARERS FIXED
a TO PILES WITH 2 x M16 SS BOLTS
Ld CAST INTO PILE TOP OR CHEMSET
ROCK PROTECTION
ALUMINIUM MOORING CLEATS
BOLTED TO 100 x 50 x 10
ia >
ANGLE
Nai $8 STUD BOLTS
ot WELDED TO INSIDE ANGLE
an
NN x M12. SS BOLTS
ara TO JOISTS
100 x 50 x 10 ANGLE
x 300mm LG
DECK CONSTRUCTION NOTES:
Aluminium bearer & joist extrusions to be grade 6351-75
Bearers to be 178 x 76 x 6.35 Aluminium channel
Decking to be 90 x 19 Iron Bark HWD
Decking fixed to joists with 2 x 12 gauge SS screws at each joist
Joists at 363 crs from 150 x 50 x 3 Aluminium RHS with 3mm welded end Plates
doists are fixed to Bearers with 150 x 50 x 6 Angle supports weided or M8 SS bolts
Fix bearers to top of insitu Piles with 2 x M16 SS-316 bolts cast or chemset 200mm into concrete
ALUMINIUM CLEAT
SCALE 1:5
APPROX CANAL PROFILE
9315 46kNm ac_/
bee
aos,
INSITU. PILES aea5
asec
= szu
Giwk
2225
SkZzo
ELEVATION 3082
—— SEB
SCALE 1:50 ue
1500 |
363 363 363 363
DOUBLE FASCIA BOARDS [ers ~T crs” [7 crs” | _ crs
190 WIDE x 25 THK
169
FASCIA DETAILS
SCALE 1:20
(SIDE VIEW OF JETTY)
END VIEW
SCALE 1:20
i Ht
178 eo
Nun SS CHEMSET BOLT
(RIGHT HAND END OF JETTY)
JSP-400 RHS
(THIS SIDE ONLY)
PVC SNAP IN’
FENDER
=I
aot
20mm PACKER AT
BEARER LOCATIONS ONLY
THIS DRAWING IS SUBJECT TO COPYRIGHT AND CANNOT BE REPRODUCED IN PART OR FULL OR PASSED ON TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION OF THE JETTY SPECIALIST
TITLE:
: > Crichton BOGE Coosting Eognees]| THE MARINA SPECIALIST | SURVEY DATA] |" Lenaay pry Lip ELEVATION
= - fb Fodieecbens O1D 102 TRADING AS ACN 010633119 18 RON PARKINSON cRES [pATUM: S LOT 685 (121) SHOREHAVEN DR
ft Ph +517 3367 3570 THE See eee PARK ata | PORE ~ NOOSAVILLE OTE: This JSC SHEET TF]
= a 100 8 9 sor 95, [email protected] jetty SO ASTRA | ga paaise "1470/9001 | ww [150 1:20 15]2 (AB
ee rw ee a ro SPECIALIST (aia [| norosto HTN oe Lise _
Rev DescRPTION Lev | owe [appo| allt s4s6__| os/to/2021 | = SPECIA Fel 03 JSP-SJ~34921 c
t
Page 3
6 / N16 BARS --4
FULL LENGTH
40mm cover
R6 HELIX
@ 65 PITCH oN
3159 HUMES
UPVC FORMER
GRADE N32
MASS CONCRETE
TO BASE OF PILE
“
REINFORCING TO EXTEND
TO WITHIN 300 FROM
BOTTOM OF PILES a 1
3158 DECK PILE
6 / N20 BARS
FULL LENGTH
40mm cover NI
R6 HELIX
@ 65 PITCH _—~
3154 HUMES
UPVC FORMER NG
R6 HELIX
@ 65 PITCH
R6& HELIX
@ 65 PITCH TL4
ae
3154 HUMES
UPVC FREE
6 / Ned BARS
FULL LENGTH
& 3 / N20 BARS
TO 2m OF TOP
40mm COVER
400@ HUMES
UPVC FORMER a!
6 / N20 BARS
FULL LENGTH
& 3 / N20 BARS
TO 3m OF TOP
40mm COVER
ICABLE
NOT APPL
R6 HELIX
@ 65 PITCH ™
400@ HUMES
UPVC FORMER —~\g |
6 / N24 BARS
FULL LENGTH
& 3 / N24 BARS
TO 3m OF TOP
40mm COVER
NOT APP
ICABLE
GRADE N32
MASS CONCRETE a
TO BASE OF PILE
REINFORCING TO EXTEND
TO WITHIN 300 FROM
BOTTOM OF PILES
315¢ PONTOON PILE
4471
GRADE N32 TTU GRADE N32
MASS CONCRETE + MASS CONCRETE
TO BASE OF PILE 4en TO BASE OF PILE
ane
vey
4-4-1
qn
aqet-Tt
ni
-4+-71
REINFORCING TO EXTEND +th REINFORCING TO EXTEND
TO WITHIN 300 FROM +r TO WITHIN 300 FROM
BOTTOM OF PILES at F BOTTOM OF PILES
4-4"
3158 PONTOON PILE
83kNm
400% PONTOON
130kNm
PILE
GRADE N32
MASS CONCRETE
TO BASE OF PILE
REINFORCING TO EXTEND
TO WITHIN 300 FROM
BOTTOM OF PILES
400¢ PONTOON PILE
172kNm
1st Floor, 28 Bolaclava St
Woollongabba, QLD 4102
Mob +61 447 950 427
ABN 66 099 997 985 [email protected]
> f= - Crichton EDGE Consulting Engineers
TRADING AS
THE MARINA SPECIALIST
ACN 010633119
CORBOUND PARK
18 RON PARKINSON CRES
AUSTRALIA
CUENT: | ENBAY PTY LTD
LOT 685 (121) SHOREHAVEN DR
NOOSAVILLE
THTLE:
CONCRETE INSITU PILE CONSTRUCTION
315 & 400 DIAMETER REINFORCED
DATE:
UNITS | SCALE: ‘SHEET:
46kNm 61kNm
E ISSUED FOR EDGE ENGINEERS | WA | 9/9/zo; 1c |e Sag
REV DESCRIPTION BY | DATE [APPD “a
5496
DATE:
17/09/2020
= SPECIALIST
=
THE i etty QLD 4551
PROJECT:
PHONE(O7) 5492 5925 |un}
FAX (07) 5492 6699
AS 1100
STANDARD DRAWING
20/4/99 | wm {1:25 A3
DRAWN: CHECKED: APPRD: |DRG No: REV:
vA te | JSP—SD-045 E