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Lenbay Pty Ltd - Amended plans Iss D

Plans and drawings

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           -
   APPROVED PLAN
MCU21/0187 & OPW21/0302
   NOOSA COUNCIL
  19 NOVEMBER 2021
           -


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APPROVED PLAN
MCU21/0187 & OPW21/0302
EXISTING NOOSA COUNCIL
PROPOSED JETTY 19 NOVEMBER 2021
[0 —— aN
\
Prep os~se le QUAY LINE _ Yo \
i ' 1 \ \ \
i | \ EXISTING 1 3 \ vA ———
bi JETTY 1 8 1 VA we ocr TT
! : 1 = . ~e ost - '
pe | 382 ee :
‘ yOese \ Deano c7T7
upsets" \ pe ~ OUACUNE a = ‘
\ ‘
\ \ | \
1 \ . 6767 7000 ‘
\ \ : k + 2950 | 350
\ LOT 685 \ AL. CHANNEL BEARER AT 45 —| 750 2950 | \
\ \ ‘ . re ,
LOT 664 | RP 897351 \ OT 86 1 Tn TE x OSS Oe STANDARD MOORING FENDER (THIS SIDE ONLY) CAST ALUMINIUM \
' oh, quay uNe 4} a a a __ MOORING CLEATS
\ a \ i :
ale ES \ 8 =eexea kt = =|H ff ‘
Bis hie \ as if 2
BS a ESQ = = > = t 3
Be \ ' } ~ el
1 \ I TT == a, | a
\ \ —— Ze Le _| ao ‘
\ \ ee asi! 5497 ;
4 \ ; 2 Wy it IRON BARK DECKING 90 x 19 \ ;
\ \ \ © Ll $ DIRECTION OF PLANKS
\ \ \ b 3 \ RY (AT HORIZONTAL JETTY SECTION) \
\ me
\ \ | 8 A t. x JOISTS @ 363 CRS \
3529 ee so i 1 y | 180 x 50 x 3 AL. RHS
womens ‘yg5gespr7 8858 4 x AL. CHANNEL BEARERS
3 tL. th L——«*78 x 76 x 6.35 x 1500 LG
<SHOREHAVEN DR> 7;
‘ 5 x 9315 46kNm RC
INSITU UNDERDECK PILES
SITE PLAN & b
\ oO
WATER ALLOCATION 3
SCALE 1:500 \ ba prow BARK DECKING 90 x 19
\ ; DIRECTION OF PLANKS-*
! tin Bend (AT VERTICAL JETTY SECTION}
\ HAN mts
S
\ “ PROPERTY _SOUNDARY
’ i
i.
NOTES: — oo JETTY AREA 23.3m2
Existing structures shown in approx position 1
t
1
DESIGN LOADINGS: BERTHING: i LAYOUT PLAN LOT 685
LIVE LOAD: Maximum wet vessel length  —- 7.0m \ ee
Jetty -  2.0kPa Maximum wet vessel beam 4.0m \ SCALE 1:75 RP 897351
1
== > Grehton EDGE Consulting Engineers] §=6 THE © MARINA SPECIALIST | SURVEY DATA] P"°LENBaY PTY LTO © SITE PLAN, LAYOUT PLAN
—_— - Hooongatbe, Lo 4102 TRADING AS ACN O10BS3119 18 ROM PARSON CES oyTUM S} LOT 685 (121) SHOREHAVEN DR ] a WATER ALLOCATION, =
- _ Pe fer S87 870 THE QLO 4551 ausTrauis | POR =|___NOOSAVILLE DATE: UNITS: | SCALE: SHEET: A3
[> Mon tat ANSEL ADDED [SBD ee ABN 68 099 997 985 [email protected] a neciT PROJECT. 24/08/2021 w {1500 1:75 1
3 ROWED SENDRAL EY rh SHADERS 18 sor = HECKED: RPEQ: DATE: (07) S492 5925] on AHD DERRIVED| 22 PROPOSED JETTY DRAWN: CHECKED: APPRD: |ORG No: REV
PS REMOED HMO & ERICA Ts [30/8/an-S 51,96 05/10/2021 | “= SPECIALIST Survey top JSP=SJ-34920 DZ

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           -
   APPROVED PLAN
MCU21/0187 & OPW21/0302
   NOOSA COUNCIL
  19 NOVEMBER 2021
           -


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10000 | APPROVED PLAN
a B00 | 2000 ; MCU21/0187 & OPW21/0302
LEAVE 10mm GAP TT 0 CAP a ag _ - HANPRAIL ore caso goarDs 2 NOOSA COUNCIL
TO PREVENT NO LOAD
( APPLIED 10 WALL) ul 150 x 50 x 3 RHS JOISTS @ 363 CRS NOT SHOWN FOR CLARITY lz 19 NOVEMBER 2021
FIXED TO BEARERS WITH 2 x M8 S.S BOLTS (REFER DETAILS) BS
TO EACH 150 x 50 x 6 ANGLE BRACKET | 4 AePROX 700
. Z A nn +
a
REVETMENT WALL 77 3 fed ee eee eee eee Pp IAA! APPROX WATER LEVEL
178 x 76 x 6.35
f AL. CHANNEL BEARERS FIXED
Peed TO PILES WITH 2 x M16 SS BOLTS
tJ CAST INTO PILE TOP OR CHEMSET
ROCK PROTECTION
APPROX CANAL PROFILE
8315 46kNm ac_/ a5,
INSITU PILES 202%
asa?
Swit
z 2 z w
=h=0
ELEVATION gege
ySnm
SCALE 1:50
ALUMINIUM MGORING CLEATS
BOLTED TO 100 x 50 x 10 ANGLE
ee
: ~ I 1500 1
363 363 363 363 JSP-400 RHS

(THIS SIDE ONLY)

PYG SNAP IN
FENDER

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“Siz ss stup Bouts DOUBLE FASCIA BOARDS [ers] crs ers [ers |
= WELDED TO INSIDE ANCLE vi 190 WIDE x 25 THK
NN, x M12 SS BOLTS SN r169
BOLTED TO JOISTS :
ito x 50 x 10 ANGLE

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

THIS DRAWING IS SUBJECT TO COPYRIGHT AND CANNOT BE REPRODUCED IN PART OR FULL OR PASSED ON 70 A THIRD PARTY WITHOUT THE WRITTEN PERMISSION OF THE JETTY SPECIALIST

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

x 300mm LO 20 i
tar mtaim 20mm PACKER AT
ALUMINIUM CLEAT 178 BEARER LOCATIONS ONLY
SCALE 1:5
M16 SS CHEMSET BOLT
DECK CONSTRUCTION NOTES:
* — Aluminium bearer & joist extrusions to be grade 6351-75 FASCIA DETAILS END VIEW
* Bearers to be 178 x 76 x 6.35 Aluminium channel SS Ee SESE
* Decking to be 90 x 19 Iron Bark HWD SCALE 1:20 SCALE 1:20
* — Decking fixed to joists with 2 x 12 gauge SS screws at each joist W OF GHT HAND END OF JETTY
* — Joists at 363 crs from 150 x 50 x 3 Aluminium RHS with 3mm welded end Plates (SIDE vie JETTY) (RI H )
* Joists are fixed to Bearers with 150 x 50 x 6 Angle supports welded or M8 SS bolts
* Fix bearers to top of insitu Piles with 2 x M16 SS—316 bolts cast or chemset 200mm into concrete
a 1 D Grichion zn Coneutng Eoginees! §=— THE MARINA SPECIALIST | SURVEY OATA | °'LENBAY PTY LTD NS ELEVATION
Woollngebbe, 10 4102 [TRADING AS ACN _ 010633179 18 RO Faanson cS {paTU 2} LOT 685 (121) SHOREHAVEN OR
a [TT Ph: +61 7 3367 3570 THE QLD 4551 AUSTRALIA HORE. ~ NOOSAVILLE DATE! UNITS Scale: SHEER
D ER LORS — Ei Fe SE ABR 68 099 997 995 [email protected] e y PHONE(O7) S492. 5925]FECHT pup’ peRRwenloa PROJECT: = 24/08/2021 wM 11:50 1:20 1:5/2 A8
B [REMOVED HANDRAIL & VERTICAL FENDERS | 1DB |30/08/21/ SB _|MECKED: ._, |RFEG: DATE: == SPECIALIST oR WED ee PROPOSED JETTY arr "ee PEROT [ORG Nos ae
E DESCRIPTION BY [| DATE [APPO| ~ he 5496 05/10/2021 — BOOKS 108 > JSP-SJ-34921 D«

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Lenbay Pty Ltd - Amended plans Iss D

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