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Lenbay Pty Ltd - Amended plans Iss D
Attached to the e-mail Response to Information Request MCU21/0187 & OPW21/0302 - (121 Shorehaven Dr Noosaville).
Plans and drawings
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Log in to see the plans as drawnEXISTING PROPOSED Jer [0 —— aN . Veet Pepe esse QUAY LINE \-- \ 1} | | A exstwe _ : ; JETTY ee ie v it Dene Ho c leaner \ _ QUAY LINE§ == eeerce t 4 1 \ \ | 1 \ L 6767 7000 t \ : \ LOT 685 \ AL. CHANNEL BEARER AT 45" —-| 750 | 2950 2950 1 L350 \ 1 \ \ | 1 LOT 684 | RP 897351 \ EE nes ts We * 218) Ws STANDARD MOORING FENDER (THIS SIDE ONLY) CAST ALUMINIUM \ 4 \ Y QUAY_LINE J a MOORING CLEATS \ \ als ny Th T MN SSS 7 S71 “| , Ale BS \ 8 = SS + > 4 \ BS ae ' Bae te} J_> = = = = F 8 \ PIO ‘ | Lt “4 \ : f i-— ‘| | = > = x. Fy aol | | a a i \ ESE 59 \ \ : . \ \ 2 Sa! IRON’ BARK DECKING 90 x 19 \ \ \ \ © Ll | $ DIRECTION OF PLANKS \ \ ‘ 4 8 " I TQ (AT HORIZONTAL JETTY SECTION) \ ms \ \ a | 8 A t. x JOISTS @ 363 CRS \__3529 S80 ge i 1 y | 150 x 50 x 3 AL, RHS al age BEE ar 986 96 \ 4 x AL. CHANNEL BEARERS ' 3 I p78 x 76 x 6.35 x 1500 LG <SHOREHAVEN DR> 7 ‘ 5 x 8315 46kNm R.C SITE P INSITU UNDERDECK PILES LAN & | WATER ALLOCATION : ' eee eee t Qo SCALE 1:500 \ 8 prow BARK DECKING 90 x 19 \ DIRECTION OF PLANKS~ ! than Hod, (AT VERTICAL JETTY SECTION) \ FIANRSe | , ie i ® PROPERTY BOUNDARY * , j TT " fo 5500 1500 TT .3m2 NOTES: / JETTY AREA 23 Existing structures shown in approx position ‘ t 1 DESIGN LOADINGS: BERTHING: \ LAYOUT PLAN LOT 685 LIVE LOAD: Maximum wet vessel length —- 7.0m \ reel Jetty - — 2.0kPa Maximum wet vessel beam 4.0m \ SCALE 1:75 RP 897351 \ tL 1 a Crichton EDGE Consulting Engineers] =8'THE MARINA SPECIALIST | Survey DaTa| |“ LenBay PTY LTD © SITE PLAN, LAYOUT PLAN _— 1 D Hoan ouo 4102 TRADING AS ACN 010833119 18 RON PARKINSON CRES [DATUM SI LOT 685 (121) SHOREHAVEN DR & WATER ALLOCATION - Ph. #81 7 3387 3570 CORBOULD PARK OR. | = NOOSAVILLE =e DB Gm Tate eAeBCRIC Ames SB 9 es | ABN 68 099 997 965 adminOcrichionedae com THE etty OLD 4551 AUSTRALIA | "Sap a cae oa) 08/2001 os [em 1:75 \ ‘[A3 iS Ga Tale PAC ; 13h ! PROJECT: M[d: : 5 AOD fa RIAL FENDERS 1s sor = HECKED: RPEQ: DATE: SPECIALIST PHONE(O7) 8482 8925 [Gaon AKO DERRVEDI2 PROPOSED JETTY ne fer APPRO: [ORG Ne: REV: REMOVED HANDRAIL & VERTI : : : = SURVEY’ fy REVI DESCRIPTION BY | DATE (APPD 5496 05/10/2021 — BOOKS TOB & JSP—SJ-34920 Dz
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10000 |
~ - 8000 t 2000 —
LEAVE 10mm GAP FO GaP Fenanig chiang cn oq ep Lenco _ HANPZAL, iz
(TO PREVENT NO LOAD ! | DOUBLE. FASCIA BOARDS iS
APPLIED TO WALL) u 150 x 50 x 3 RHS JOISTS @ 363 CRS NOT SHOWN FOR CLARITY ‘zB
FIXED TO BEARERS WITH 2 x M8 S.S BOLTS (REFER DETAILS) 3B
TO EACH 150 x 50 x 6 ANGLE BRACKET I 347 APPROX 700 |
L Z En i +
:] a
REVETMENT Wal ———7 Eb fd ce cece |p BE PI A APPROX WATER LEVEL
178 x 76 x 6.35
| AL. CHANNEL BEARERS FIXED
Po poreennnnn=---4 TO PILES WITH 2 x M16 SS BOLTS
tJ CAST INTO PILE TOP OR CHEMSET
ROCK PROTECTION
APPROX CANAL PROFILE
8315 46kNm ac_/
bebe
S°6
INSITU PILES 202%
asa?
Swot
z¥2h
=h=0
ELEVATION go8e
=z
SCALE 1:50 mee
ALUMINIUM MOORING CLEATS
BOLTED TO 100 x 50 x 10 ANGLE
2,
L >
| 1500 |
363 363 363 363
“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
JSP-400 RHS
(THIS SIDE ONLY)
PYG SNAP IN
FENDER
_t
oy
1
ae
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«