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Plans
Attached to the e-mail Jetty Application – RJ & ML Delaney – Lot 110 (43) Witta Circle_ Noosa Heads.
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Noosa = River
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
k 8347 3500
| so 400 CRS 750 2 x AL. CHANNEL BEARER’S
-_ — 178 x 76 x 6.35 x 3500 LG
eT NAVIGATION. CORRIDOR Yee _ ‘
—_ _ NAVIGATION CORRIDOR = __ (REFER DETAILS)
EXISTING EXISTING - — — 7 — — — miceoeme= eae = a se a 300 ua LINE yo
very 15500 1 fy 14710 1 very | 3
| | WATER | |
—ets — eh Quay ne = i gens , ALLOCATION |
\ | | ° \ o
GA | Co | rg a | & 8 | |
He eg | | - g |
id || 1s i | 1} | “ : |
| “hol ok | | ! |
1} .
Lt | | le, | L : —t |
| 20117 @ 240°43'5” |
| | | 7 x CAST ALUMINIUM | | |
1 ' | | MOORING CLEATS 1 ool ¢ Y |
{ ! ° :
\ | 7 x 0315 48kNm RC | i er 8 | |
L | INSITU UNDERDECK PILES | 1 | & |
zis LOT 110 zis |
tro i
st ois
LOT 109 BE cp notes «Be LOT AL bx vassts © 500 ox 7 Fo w |
a ia | | 150 x 50 x 3 AL. RHS tg _t 5 | |
I ' : Oo > :
I ' S s
| 1500 WATER | DECKING 135 x 32 HWD PL & S | es |
| BOUNDARY | DIRECTION OF | ort | & 8 | ‘Bounpary |
1 1 oO 7 '
20117 | 3 x AL CHANNEL BEARERS = 3 |
ee Teor aR nn | 178 x 76 x 6.35 x 1500 oo 1— +} g |
<WITTA CIRCLE> | ——a |
| | gt... | |
SITE PLAN & | oe | | |
WATER ALLOCATION | 8 Neon | |
SCALE 1:500 | | 28 Hone | g |
| S* Ion | 8 |
| JETTY DECK =5 hod g |
: =z
AREA 26.3m2 qj or | |
| | iQ e= + | |
| i Ld S REVETMENT WALL PB | |
{
10347 | 1500 4 |
NOTES:
Existing structures shown in approx position | I
DESIG DINGS BERTHING LAYOUT PLAN LOT 110
N LOA : : ! . {
LIVE LOAD: Moximum wet vessel length — 8.0m 1 SCALE 1:75 CP N21845 '
Jetty — 2.0kPa Maximum wet vessel beam - 3.4m !
- > Crichton EDGE Consulting Engineers] §='THI) MARINA SPECIALIST SURVEY DATA | |“ RJ & ML DELANEY MLE CTE PLAN, LAYOUT PLAN
- a eT TRADING AS ACN 010633119 — 18 RON PARKINSON CRES ]pATUM i LOT 110 (43) WITTA CIRCLE & WATER ALLOCATION
+— Ph: +61 7 3367 3570 EO ne HORT i NOOSA HEADS 1
He . ichtonedae.com THE QLD 4551 AUSTRALIA | ‘Gain’ — DATE: UNITS TSCALE: SHEET:
AIN 609 7 86 [email protected] PROG 05/11/2021 | wm 1:500 1:75 1 A3
PHONE(07) 5492 5925 }HEIGHT lain DeRRivED}U2
3 REWSED JETTY PROFLE SHAPE PER CLIENT | TOE] 19774 7or} Se] MEMEO! dit = RPEQ: DATE: SPECIALIST ORIGIN <t PROPOSED PONTOON & CATWALK = opawte a APPRD: TDRG No: REV:
REV| DESCRIPTION BY | DATE APD Hiv 5496 10/01/2022 | =" poo 108 JSP—SJ—35550 B
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Page 2
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 }2000 | > ele rE ale [5 Sis FE ala is 10 GAP 4000 | HAND RAIL LHS ONLY |e REFER DETAILS | LEAVE 10mm GAP 150 x 50 x 3 RHS JOISTS @ 500 CRS DOUBLE FASCIA BOARDS (TO PREVENT NO LOAD FIXED TO BEARERS WITH 2 x M8 S.S BOLTS NOT SHOWN FOR CLARITY ' APPLIED TO my NS TO EACH 150 x 50 x 6 ANGLE BRACKET (REFER DETAILS) #RL_ 1.2m p 347 Jey RL 4m, APPROX 520 7 t i To L L a A, | RETANING_~ tbe pececce ener eo oisreueae opine ie cee steed a le oP a eed body opie © » o riyedy egeigis Ae ee ee eee ee ees Weft eee PAL PB ne en eee eed Bhaleeeeae SHEA SHAT: R:L- 0.68m 178 x 76 x 6.35 obese eee 5 ae safe soo + ofgale,sineamass(redebensieere'a GSM |. + + WUT ATeHate ee eee een eeene wed Nee AL. CHANNEL BEARERS FIXED ++++ -MHWS R.L 0.36m r TO PILES WITH 2 x M16 SS BOLTS peed PA wpe CAST INTO PILE TOP OR CHEMSET *~- ~~ tel DATUM LJ SAND AREA APPROX CANAL edie cece eect eee teeter nee nee eee -MLWS RL 0.25m PROFILE wpecccee cobb ccc ecutetetteeceeeveureeey LAT RL 0.42m -—— **NOTE | JETTY R.L TO BE ADVISED — 9315 46kNm ac_/ 258, INSITU_ PILES 2°25 8283 anna Swok zZ2z% =a=0 seg 328 SCALE 1:50 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 135 x 32 HWD * — Decking fixed to joists with 2 x 12 gauge SS screws at each joist * — Joists ot 500 crs 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 , - : > Crichton HDGE Consulting Engineers] THE MARINA SPECIALIST | SURVEY DATA] [RU & ML DELANEY ne ELEVATION _ - | Noohencobte TRADING AS ACN 010633119 18 RON PARKINSON CRES | paTUM = LOT 110 (43) WITTA CIRCLE gabba, OLD 4102 CORBOULD PARK ° Ph: +61 7 3367 3570 THE LD 4551 AUSTRALIA | HORIZ ha NOOSA HEADS ME TNTS [SCALE: SHEET T dmin@crichtoned Q GRID | | 400 6 of wo 9 [email protected] ae _ | PROLECT 05/11/2021 | wm 41:50 1:20 1:5 |2 A3 EGKED: PED: DAE PHONE(O7) 5492 5925 Opie [AHD DERRMEDIY] = PROPOSED PONTOON & CATWALK — [opin —cuEeReo -aPPRDT DRG Ne = REVISED JETTY PROFILE SHAPE PER CLIENT | 10B |19/11/21| SB_| "Aili yp ° : w= SPECIALIST aa F Es : : 0: : DESCRIPTION BY | DATE [APD HUY 5496 10/01/2022 BOOKS 1B JSP=SJ=35551
Page 3
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 TO 2m OF TOP 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 ICABLE L--1 L--1 R6 HELIX @ 65 PITCH 7 KR L--T L-—T 400% HUMES UPVC FORMER Ny | ft 6 / N24 BARS FULL LENGTH Lb & 3 / N24 BARS Ltd TO 3m OF TOP dd 40mm COVER wits 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 = 315¢ PONTOON PILE 83kNm REINFORCING TO EXTEND TO WITHIN 300 FROM NOT APPLICABLE GRADE N32 MASS CONCRETE TO BASE OF PILE BOTTOM OF PILES 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 THE MARINA SPECIALIST Woollongabba, QLD 4102 Mob +61 447 950 427 ABN 66 099 997 985 [email protected] fa Crichton EDGE Consulting Engineers| wl 1st Floor, 28 Balaclava St TRADING AS ACN 010633119 CuENT: RY @ ML DELANEY TITLE: CONCRETE INSITU PILE CONSTRUCTION “jetty RPEQ: 46kNm 61kNm E ISSUED FOR EDGE ENGINEERS WA | 9/9/20 | TC |OMECKED: REV DESCRIPTION BY | DATE |APPD 5496 DATE: 17/09/2020 => SPECIALIST ™ 18 RON PARKINSON CRES |S LOT 110 (43) WITTA CIRCLE CORBOUND PARK ° NOOSA HEADS 315 & 400 DIAMETER REINFORCED QLD 4551 AUSTRALIA }<— DATE: / / UNITS | SCALE: ‘SHEET: PROJECT: 20/4/99 | MM |1:25 Pa on oe ree 2 STANDARD DRAWING DRAWN: CHECKED: APPRD: [DRG No: MA TC | JSP-SD-045 A3 .