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Gibson - Plans
Attached to the e-mail Combined Application MCU22/0050 & OPW22/0092 - Cover Letter - Owners Consent - DA Form 1 - Certificate of Design - Certificate of Title - Plans - 38 Saltwater Ave, Noosaville.
Plans and drawings
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De
"\ 2950 7000 8168
Fe |
. 2950 +} 250 L350
PROPOSED Me ee eee too ° 6 x CAST ALUMINIUM 6 x VERTICAL FENDERS
‘oN ; MOORING CLEATS REFER DETAILS)
{ a 2 QUAY LINE
EXISTING +1500 +0800 EXISTING 7 Tp SS T TOT T
JETTY JETTY tI tt
E | x === =f = 4 = =4 oS |
_ oe _ QUAY LINE | — | O | 3 |
r T T 7 MSS === / |r |
| fd | fe gs | |, | | = =—— + —— “\ |
| 7 Ss Vy n
a Ve nn | | 8 DECKNG 135 x 32 HO sit leotee Ses |
| L | Jel, 18118 | pout | | 8 4 DIRECTION OF PLANKS |
| 13°10 S | | | (AT HORIZONTAL JETTY SECTION) |
|
| | Posts @ 500 CRS |
| | 4 2-27 pls 150 x 50 x 3 AL. RHS |
|
I I I I | | |
| AL. CHANNEL BEARERS w
| | lL oe 178 x 76 x 6.35 x 1500 LC 5 |
1 1 ! 1 So Oe z
| | | Ss ° —— DECKING 135 x 32 HWO a |
tL i = 8 — DIRECTION OF PLANKS S
sic LOT 322 ss | | & = 8 |
| LOT 323 Bik Bi LOT 321 | (AT VERTICAL JETTY SECTION) Ss
S'S RP 880346 SiS | a 7 |
|
| | la |
! ! ! | | “Or |
| ! ! ! | - 1.) ti |
| | | 2 49 , JETTY DECK |
1 1 1 1 Oo =
| | | 2 32 I AREA 23.3m2
| 8 2x | |
“ =8 I |
fo foe po | | a |
19510" | | I | |
{---|
<SALTWATER AVE> | iO |
L O° a, | h OQ REVETMENT WALL PB L
' f |
2 x TIMBER PILES TO
SITE PLAN _& ' | 1500. BE TRIMMED TOO ALLOW \
WATER ALLOCATION JETTY IN. BETWEEN
SCALE 1:500 | ___s7e |
LAYOUT PLAN LOT 322
SCALE 1:75 RP 880346
NOTES: |
Existing structures shown in approx position ‘ ‘
DESIGN LOADINGS: BERTHING:
LIVE LOAD: Maximum wet vessel length — 8.0m
Jetty — 2.0kPa Maximum wet vessel beam — 3.4m
5 PS Pe “ete et casutng ners] =~ THE MARINA SPECIALIST — [survey pata] J" sy & uv ciBson ME SITE PLAN, LAYOUT PLAN
wl Woollongabba, QLD 4102 TRADING AS ACN 010633119 18 RON PARKINSON CRES |pATUM Ss LOT 322 (38) SALTWATER AVE & WATER ALLOCATION
Ph: +61 7 3367 3570 CORBOULD PARK HORIZ. — NOOSAVILLE : - :
[email protected] THE QLD 4551 AUSTRALIA | "en _ DATE: UNITS SCALE: SHEET:
ge.
{BN 66 009 S87 985 | y PHONE(07) 5492 5925 FEIGHT au prrenvenia| Oe: 7 ' 10/01/2022 | wm |1:500 1:75 [1 A3
B [MOVED HAND RAL 10 LAS PER CLIENT REQUEST) 1oB [16702/22| sB {CME ~ | RPEG: Dare: == SPECIALIST out x PROPOSED PONTOON & CATWALK F ppawn: CHECKED: APPRD: [ORG No: REV:
REV| DESCRIPTION BY [DATE _|APPO| < 5496 18/03/2022 ~ BOOKS T0B JSP=SJ=35790 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
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Page 2
10000 | ele a eat iz als \5 zi iz i | HAND RAIL LHS ONLY 1D 10 GAP 4000 ° REFER DETAILS - [e===255555525===5 MSSSSSSSSSSSSS5=5 mesSSSSSSsssssss LEAVE TOmm GAP i | i i 150 x 50 x 3 RAS JOISTS @ 500 CRS DOUBLE FASCIA BOARDS | (TO PREVENT NO LOAD i i: <4} Ht FIXED TO BEARERS WITH 2 x M8 S.S BOLTS _NQT SHOWN FOR CLARITY | APPLIED TO WALL) i i ~ it i! TO EACH 150 x 50 x 6 ANGLE BRACKET (REFER DETAILS) " i it " _ : RL 1.2m NI i i i a JETTY **R.L1.2m_| APPROX S20 ! lel ul Ht iH ’ lel Lt fF iP al al wet J RETAINING 2-7} fF che dec cece c eee e ect e eee e eee need sie at beeen ence eee t eee e ee eee tN veeeee Lo Dice cece cece eee eee ‘HAT R.L 0.68m 8 -L 0. WALL —t 178 x 76 x 6.35 Tec c renee were eer er rene een eeeeeenee ee ee be Nee AL. CHANNEL BEARERS FIXED see eee -MHWS R.L 0.36m f | TO PILES WITH 2 x M16 SS BOLTS R bop ff \ Ntsc dere sbcsces CAST INTO PILE TOP OR CHEMSET **** "> ive arene of ee Lo SAND AREA APPROX CANAL fp ce erent tenet nent ened MLWS R.L 0.25m PROFILE | —- a eee eee eee eee eee “LAT RL 0.42m NOTE —— JETTY R.L TO BE ADVISED 5 % 5 oo Son=z 828a ana /| Swat 9315 46kNm RC SOE INSITU. PILES SkSo e 2SoeZz ELEVATION S28 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 at 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 = chemset 200mm into concrete GE BOGE Consulting Engineers] THE MARINA SPECIALIST SURVEY DATA | [sy & JV GIBSON T™ ELEVATION es Quo 4102 TRADING AS ACN 010633119 18 RON PARKINSON CRES |paTUM Ss LOT 322 (38) SALTWATER AVE . CORBOULD PARK — Pr: 2 73367 3570 THE QLD 4551 AUSTRALIA | FORZ- = NOOSAVILLE DATE: UNITS |SCALE: SHEET: ABN 66 099 997 985 [email protected] GRID PROJECT: : A838 PHONE(O7) 5492 5925] FEICHT lun pERRWEDIU? : 10/01/2022 1:50 2 CHECKED: RPEQ: DATE: SPECIALIST ORIGIN ae PROPOSED PONTOON & CATWALK — fopawe~ CHECKED: ~APPRO: [DRO No: REV: SS SURVEY REV| DESCRIPTION BY | DATE [APP 5496 18/03/2022 BOOKS 108 JSPSJ= 35791 A 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 3
TOP RAIL & MID RAIL FROM ALUMINIUM 50 x 50 x 2 SHS VERTICAL FENDERS RUNNING FULL 1200mm VERTICAL FENDERS; FROM yee SECTION JSP-305 VERTICAL HEIGHT 1500 | HANDRAIL 1000 HIGH —| fp 450 a4 363 363 363 363 363 363 363 363 1200 =p =p = d= é= a a qe qe p=: = r % B 8 DOUBLE FASCIA BOARDS 190 WIDE x 25 THK CRS CRS CRS CRS CRS CRS CRS CRS 182 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 182 SS a ~ oo a oO = 150 x 150 x 8 PL oe 8 oe SECTION Jsp-305 | a. | BRACKET BOLTED rH ° oo WELDED TO BEARER TO JOISTS USING yoo Po 178 u M12 SS BOLTS J fe SS CHEMSET BOLT | ———_—_____—___—— _ 4 ~ — ag ~~ J FASCIA DETAILS END VIEW 980-006 BULL ve L- ~ M16 SS CHEMSET BOLT SCALE 1:20 SCALE 1:20 WELDED TO JSP—305 (SIDE VIEW OF JETTY) (RIGHT HAND SIDE OF JETTY) & 10mm END PL END VIEW VERTICAL FENDER DETAILS SCALE 1:20 SCALE 1:20 (QUANTITY 6-OFF) on ALUMINIUM MOORING CLEATS / BOLTED TO 100 x 50 x 10 ANGLE Ne SS STUD BOLTS ¢ 3 WELDED TO INSIDE ANGLE : ae x M12 SS BOLTS BOLTED TO JOISTS oN 100 x 50 x 10 ANGLE x 300mm LG ALUMINIUM CLEAT SCALE 1:5 GE tee Conutng Bsinees] = THE MARINA SPECIALIST SURVEY DATA | |“ "sj & JV GIBSON TNE JETTY DETAILS ees Quo 4102 TRADING AS ACN 010633119 18 RON PARKNSON cres |pATUM Ss LOT 322 (38) SALTWATER AVE Ph: +61 7 3367 3570 THE QLD 4551 AUSTRALIA | HORIZ. — NOOSAVILLE DATE: UNITS [SCALE: SHEET: ABN 66 099 997 985 [email protected] | y a PROUECT: 10/01/2022 um 11-20 1:5 3 - PHONE(07) 5492 5925 AHD DERRIVED) U2 : : B MOVED HAND RAIL 10 LHS TB |167o27z7- SB IEE, REQ: DATE: = SPECIALIST out <x PROPOSED PONTOON & CATWALK — [ ppatini CHECKED: —ABPRO: JORG No: REV DESCRIPTION BY | DATE _[APPD 5496 18/03/2022 BOOKS TDB JSP-SJ-35792
Page 4
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 = Ta pee: tin Wiel: ee ween te Suenu:Svl: oeveuie-Wuii Wiel Wie et 315¢ PONTOON PILE REINFORCING TO EXTEND NOT APPLICABLE Lp | ! GRADE N32 MASS CONCRETE TO BASE OF PILE WITHIN 300 FROM BOTTOM OF PILES 400% PONTOON PILE 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 61kNm #6kNm 83kNm 130kNm 172kNm 8 ~ Crichton EDGE Consulting Baines THE MARINA SPECIALIST CENT SJ & JV GIBSON CONCRETE INSITU PILE CONSTRUCTION ester eS ic2 | rRAOING AS AON 010655119 18 RON Parunson cres|S} LOT 922 (88) SALTWATER AVE 315 g 400 DIAMETER REINFORCED en CORBOUND PARK = NOOSAVILLE Mob +61 447 950 427 THE DATE: UNITS : ‘SHEET: ABN 66 099 997 985 [email protected] | Y¥. QLD 4551 AUSTRALIA |= PROJECT: 20/4/99 MM 15 ‘ A3 E ISSUED FOR EDGE ENGINEERS WA_| 9/9/20 | 1 _|°RECKED: RPEQ: DATE: = SPECIALIST Fax “tc 3482 6699 < STANDARD DRAWING DRAIN: CHECKED: APPRO: ORE No REV: REV DESCRIPTION BY | DATE |APPD 5496 11/09/2020 | — MA Tc | JSP-SD-045 E