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Lawless - Plans
Attached to the e-mail Jetty Application - 25 Mermaid Quay, Noosaville.
Plans and drawings
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Log in to see the plans as drawnLOT 506 LOT 353 13600 QUAY _LINE RP 845982 1 i ' I ' 1 4 ° | | seman | | JETTY - 10000 PON \ / a Be a a s Q 3 LOT 352 RP 856170 SITE PLAN & WATER ALLOCATION SCALE 1:250 ~—MERMAID QUAY> 10382 gem ----- 98637 30 LOT 351 me SITE PLAN & WATER ALLOCATION 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 B PE PM crichton ce consuting Engineers] THE MARINA SPECIALIST SURVEY DATA] [™™"18 & AG LAWLESS wl Hiooloecebbo, QLD 4102 TRADING AS ACN 010633119 18 RON PARKINSON CRES | DATUM Ss LOT 325 (25) MERMAID QUAY Ph: +61 7 3367 3570 THE QLD 4551 AUSTRALIA | HORZ. — NOOSAVILLE DATE: UNITS SCALE: SHEET: ABN 66 099 997 985 [email protected] GRID PROJECT: 05/04/2022 ww |1:250 1 A3 - : PHONE(O7) 5492 5925] HEIGHT aun DeRRivEen}U2 PROPOSED JETTY - - No : CHECKED: _ |RPEQ: DATE: SPECIALIST ORIGIN < DRAWN: CHECKED: APPRD: |DRG No: REV: REV DESCRIPTION BY [DATE _[APPD 7 5496 30/05/2022 | = BOOKS 108 WS~04678-01 A
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Full text of the other 4 pages
Page 2
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LOT 352 LAYOUT PLAN | |
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RP 856170 SCALE 1:50 -
5 PE PM crichton ce consuting Engineers] THE MARINA SPECIALIST SURVEY DATA | |“ 1B & AG LAWLESS ™ LAYOUT PLAN
P.O Box 6148
wl Woollongobbo, QLD 4102 TRADING AS ACN 010633119 18 RON PARKINSON CRES | DATUM Ss LOT 325 (25) MERMAID QUAY
Ph: +61 7 3367 3570 QLD 4551 AUSTRALIA | MORIZ. _— NOOSAVILLE DATE: UNITS SCALE: SHEET:
ABN 66 099 997 985 [email protected] GRID A8
PHONE(O7) 5492 5925] FECA Taip pemrwephuo| Oe": 05/04/2022 1:50 2
B REVISED HANDRAIL DB 121/04/22| SB |MECKED: RPEQ: DATE: SPECIALIST SGN < PROPOSED JETTY DRAWN: CHECKED: APPRD: |DRG No: REV:
REV DESCRIPTION BY [ DATE |APPD 5496 30/05/2022 | — ROOKe TB TJS—04678-02 B
Page 3
x eK HK KK | PROPERTY | BOUNDARY 10 GAP 1900 wp 1800 LEAVE 10mm GAP ~ (TO ENSURE NO LOAD APPLIED TO WALL) 10000 HAND RAIL RHS ONLY BY OTHERS 150 x 50 x 3 RHS JOISTS @ 500 CRS FIXED TO BEARERS WITH 2 x M8 S.S BOLTS TO EACH 150 x 50 x 6 ANGLE BRACKET QUAY LINE DOUBLE FASCIA BOARDS NOT SHOWN FOR CLARITY (REFER DETAILS) 347 RL 1.2m JETTY RL 1.2m APPROX 520 Lt RETAINNG _—" ef. NR ede eee cece es ‘HAT R.L 0.68m L 178 x 76 x 6.35 “*PONCU AL. CHANNEL BEARERS FIXED 901717" MHWS R.L_0.56m SAND AREA \ APPROX CANAL PROFILE DECK CONSTRUCTION NOTES: Aluminium bearer & joist extrusions to be grade 6351-15 Bearers to be 178 x 76 x 6.35 Aluminium channel Decking to be 140 x 32 HWD IRON BARK Decking fixed to joists with 2 x 12 gauge SS screws at each joist Joists from 150 x 50 x 3 Aluminium RHS with 3mm welded end Plates 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 ELEVATION SCALE 1:50 bee ——— aoa, 202% aASoa 8264 ana Swot 9315 46kNm R.C SOLE INSITU. PILES SkSo Sock SEs mem TO PILES WITH 2 x M16 SS BOLTS captees CAST INTO PILE TOP OR CHEMSET AND RL 0.0m LEVEL DATUM MLWS R.L 0.25m LAT R.L 0.42m Ph: +61 7 3367 3570 ABN 66 099 997 985 [email protected] ol Crichton EDGE Consulting Engineers| » P.O Box 6148 Woollongabba, QLD 4102 DATE: |CHECKED: RPEQ: REVISED_HANDRAIL TOB [21/04/22| SB REV 5496 30/05/2022 DESCRIPTION BY_|_ DATE _[APPD THE MARINA SPECIALIST SURVEY DATA TRADING AS ACN 010633119 18 RON PARKINSON CRES }DATUM HORIZ. GRID PHONE(07) 5492 5925 CORBOULD PARK “rletty QLD 4551 AUSTRALIA => SPECIALIST SURVEY BOOKS HEIGHT Seren (AHO. DERRIVED} CUNT TR & AG LAWLESS ELEVATION S} Lot 325 (25) MERMAID QUAY _ NOOSAVI LLE DATE: UNITS |SCALE: SHEET: cp] PRONECT: 05/04/2022 | wm |1:50 3 JA3 << PROPOSED JETTY DRAWN: CHECKED: APPRD: |DRG No: REV: 108 TJS—04678-03 B 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
Page 4
DOUBLE FASCIA BOARDS
A” WIDE x 25 THK
FASCIA DETAILS
SCALE 1:20
(SIDE VIEW OF JETTY)
a HANDRAIL BY OTHERS
900mm HIGH
r 1500 7
483 483 483
CRS CRS CRS TI
3 «UEP q q d=
_ = q q i
ae
178
M16 SS CHEMSET BOLT
END VIEW
SCALE 1:20
(LEFT HAND SIDE OF JETTY)
ALUMINIUM MOORING CLEATS
BOLTED TO 100 x 50 x 10 ANGLE
nr M12 SS STUD BOLTS
¢ WELDED TO INSIDE ANGLE
ae x M12 SS BOLTS
BOLTED TO JOISTS
NN 100 x 50 x 10 ANGLE
x 300mm LG
ALUMINIUM CLEAT
SCALE 1:5
VERTICAL FENDERS; FROM
yy eens SECTION JSP—305
568
1200
|
|
600
980-006 BULL BAR
WELDED TO JSP—305
& 10mm END PL
VERTICAL FENDER DETAILS
SCALE. 1:20
(QUANTITY 6-OFF)
VERTICAL FENDERS
RUNNING FULL 1200mm
VERTICAL HEIGHT
t
SECTION JSP-305 | lee
WELDED TO BEARER
END VIEW
SCALE 1:20
Ph: +61 7 3367 3570
ABN 66 099 997 985 [email protected]
DATE:
REVISED_HANDRAIL 1B
|CHECKED: _ |RPEQ:
21/04/22| SB
REV
DESCRIPTION BY _|_ DATE 5496 30/05/2022
ACN 0106331
PE PM crichton ce consuting Engineers] THE MARINA SPECIALIST
= De one ‘
“jetty
=> SPECIALIST
18 RON PARKINSON CRES
CORBOULD PARK
QLD 4551
PHONE(O7) 5492 5925] HEIGHT | au) peRRivept
CLIENT:
SURVEY DATA TB & AG LAWLESS
PROJECT:
PROPOSED JETTY
DATUM Ss LOT 325 (251) MERMAID QUAY
AUSTRALIA | HORS: NOOSAVILLE
i)
<x
ORIGIN
SURVEY
BOOKS
TITLE:
DETAILS
DATE: UNITS | SCALE: SHEET:
05/04/2022 | wm {1:20 1:5 4 A3
DRAWN: CHECKED: APPRD: |DRG No: REV:
108 TJS—04678-04 B
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
Page 5
6 / N16 BARS _- FULL LENGTH _ 40mm COVER N. R6 HELIX — @ 65 PITCH = -\_| _ eal 315¢ HUMES UPVC FORMER o™~, ca GRADE N32 -- MASS CONCRETE _- TO BASE OF PILE - REINFORCING TO EXTEND ~ TO WITHIN 300 FROM — BOTTOM OF PILES — 315 DECK PILE 6 / N20 BARS FULL LENGTH 40mm cover \ R6& HELIX @ 65 PITCH _w 315% HUMES UPVC FORMER oN R6 HELIX @ 65 PITCH 315@ HUMES UPVC FORMER ON “4 6 / N20 BARS 4-1 FULL LENGTH 4- & 3 7 N20 BARS 4-4 TO 2m OF TOP 4-4 40mm COVER R6 HELIX @ 65 PITCH oN 400% HUMES UPVC FORMER Ny | 6 / N20 BARS FULL LENGTH & 3 / N20 BARS TO 3m OF TOP 40mm COVER NOT APPLICABLE L--1 L--1 R6 HELIX @ 65 PITCH Ng L-—T KR L--T 400% HUMES UPVC FORMER Ny | ft 6 / N24 BARS FULL LENGTH Peo & 3 / N24 BARS fd TO 3m OF TOP 4 40mm COVER er NT GRADE N32 MASS CONCRETE TO BASE OF PILE REINFORCING TO EXTEND TO WITHIN 300 FROM BOTTOM OF PILES 3158 PONTOON PILE GRADE N32 MASS CONCRETE TT TO BASE OF PILE 4- REINFORCING TO EXTEND i: TO WITHIN 300 FROM ~ BOTTOM OF PILES qo -4 4 -4 = pee: tin Wiel: ee ween te Suenu:Svl: oeveuie-Wuii Wiel Wie et 315¢ PONTOON PILE 83kNm TO BASE OF PILE REINFORCING TO EXTEND TO WITHIN 300 FROM BOTTOM OF PILES NOT APPLICABLE Lp | ! GRADE N32 MASS CONCRETE 400% PONTOON PILE 130kNm REINFORCING TO EXTEND 44 GRADE N32 MASS CONCRETE rrr t TO BASE OF PILE 7 TO WITHIN 300 FROM BOTTOM OF PILES ATT 400% PONTOON PILE 172kNm Crichton EDGE Consulting Engineers| 1st Floor, 28 Balaclava St Woollongabba, QLD 4102 Mob +61 447 950 427 TRADING AS THE ACN 010633119 aie 66 099 997 985 [email protected] 46kNm 61kNm E ISSUED FOR EDGE ENGINEERS WA | 9/9/20 | TC |OMECKED: REQ: REV DESCRIPTION BY | DATE |APPD DATE: 17/09/2020 5496 jetty. => SPECIALIST ™ THE MARINA SPECIALIST cuENT: TB g& AG LAWLESS TITLE: CONCRETE INSITU PILE CONSTRUCTION 18 RON PARKINSON cRES |S LOT 352 (25) MERMAID QUAY CORBOUND PARK ° NOOSAVILLE 315 & 400 DIAMETER REINFORCED QLD 4551 AUSTRALIA |— DATE: /4/ UNITS. | SCALE: SHEET: PROJECT: 20/4/99 | MM |1:25 Pe fon saga eeegl<] STANDARD DRAWING TRAN GREE APPR ORE MA TC | JSP-SD-045 A3 .