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2022-11-08 P&E Agenda - Item 1 - Attachment 1 - MCU22 0048 & OPW22 0089 - Proposal Plans (35 pages)
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Log in to see the plans as drawnPlanning & Environment Committee Agenda 8 November 2022 Attachment 1 to Item 1
O BOAT HIRE Attachment 1
PROPOSED FINGER PONTOON'S AND CATWALKS
S
S
S
S
S
S
S
ISSUE FOR CONSTRUCTION
5496 22/11/2021
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Full text of sections 2 to 27 (of 35)
Section 2
NAVIGATIONAL CORRIDOR
HIGH RISK MARITIME ZONE
S
S
EXISTING STRUCTURES PLAN
1:1000
ISSUE FOR CONSTRUCTION
5496 22/11/2021
Section 3
DEMOLITION PLAN
1:200 ISSUE FOR CONSTRUCTION
5496 22/11/2021
EXISTING FUEL
BOWSER TO REMAIN
=
JETTY SECTION REMOVED JETTY SECTION PONTOON, GANGWAY
REMOVED AND PILES REMOVED
160
CP908649 Lo
PONTOON, GANGWAY & PILE
TO BE REMOVED
ai
=== ===
DEMOLITION PLAN
1:200 ISSUE FOR CONSTRUCTION
Je} = THE MARINA SPECIALIST SURVEY DATA CLIENT: ME EXISTING STRUCTURES PLAN
Crichton EDGE Consulting Engineers QO BOAT HIRE
P.O Box 6148
Woollongabba, QLD 4102 TRADING AS ACN 010633119 18 RON PARKINSON CRES |pATUM 222 GYMPIE TERRACE
CORBOULD PARK
Ph: +61 7 3367 3570 THE jetty. HORIZ. NOOSAVILLE DATE: UNITS | SCALE: SHEET: A8
CONSULTING QLD 4551 AUSTRALIA
CRESS ABN 66 099 997 985 [email protected] GRID PROJECT: 14/09/2021 MM 1:200
PHONE(07) 5492 5925 | HEI
Naw |AHD. DERRIVED PROPOSED FINGER PONTOON’S
FOR APPROVAL Kd 13/10/21|_MK CHECKED: fy, ft RPEQ: DATE = SPECIALIST ORI DRAWN: CHECKED: APPRD: |DRG No: REV:
REV DESCRIPTION BY DATE _|APPD HUY 5496 22/11/2021 SURVEY & CATWALK’S TDB 34680—-03
BOOKSSection 4
SITE PLAN
1:200 ISSUE FOR CONSTRUCTION
5496 22/11/2021
ff TEMPORARY BERTHING ONLY
A 999 [ ALONG THIS FACE ‘| 44998 @ 63°15 LEASE BOUNDARY
\ 43000 OVERALL LENGTH 999
11000 50 000 50 000 50 9850
11 11
200 300
Lip-¢ -- eee P[e2==ssssssssssssssssss5 b= | 2/00 SS SSSSSSSSsss= a
SSS SSSSSS SSS SS SSS SSS SSS SSSSSsa= a ----+-+4 J.______]|\ ____ ee +--+
ssss=f SSS SSSsSSSSSSSSSssss= SSSsseSsss= SSS SSSSSS SS SSS SSSSSSSSSssss
P3 (oI —-- ee rs m7 Bes ro] TA
bap cS===37] ~-- ~~~ ~~~ DO ~~~ ~- ee
Sa SSS SSS SSS SSS SSS SSSSSSSsss= LY SS SS SSSSSSSS=s55 ===> SSSSSSSSSss= Sass SSsSSSSSSSSSSSSSSSS=>- Nid
———t
NOOSA a SS rn —— m= GREEN=6mm
== ==5=
4000
STEEL PILES 2000 2000 THK PLATE HDPE
—_
re
4300 4000 # 4000 2600 8.
EXISTING JETTY
MODIFIED WITH ENDS CUT BACK
9315 INSITU PILES
TYPICAL
Ah 18050 aS
B2
- ae ee ee —_-4
pid ee
Sass sSSsSsSSSSSSSSSSSas= SSS SSS SSS SSSSS5====
Pe (TSI (TQ 4000— Yh EXISTING JETTY
Mi 2100
EY ~~~ UY ~---4--- ====5 Ys
SSS SSS SSSSSSSSSSSSsSsss a
SSS
“rooo | | 9000 9000 cvaosces | im ———«----------------------------------------------
—--------—
90 [1850 EXISTING PONTOON
[treet rrr rc rrr rca ~----—
1000
8050
Sl
P9ss=ssssss52555===9 FA
~----+--f ~~ +e ~~~
=ssss=5 SSssssss= SSSSS55>=5552=
Pi LY ~~~ ++ Ue ~---~-4-- 4000—- 4 D>
SS SS SSSSSSSsSsssSSSssss =sss5=> SSSSSsaqssss
1000
9000 9000
50
°
-t Li---------| ~~~ ee
EXISTING PONTOON
—----- —---
—o
=== ===
SITE PLAN
NOTES 1:200 ISSUE FOR CONSTRUCTION
Lease Boundaries shown & existing structures (Jetty) are shown in approximate position —--------
Je} = THE MARINA SPECIALIST SURVEY DATA CLIENT: O BOAT HIRE TITLE NEW SITE PLAN
Crichton EDGE Consulting Engineer:
P.O Box 6148
Woollongabba, QLD 4102 TRADING AS ACN 010633119 18 RON PARKINSON CRES |pATUM 222 GYMPIE TERRACE
CONSULTING Ph: +61 7 3367 3570 THE jetty CORBOULD PARK HORIZ. NOOSAVILLE DATE: UNITS | SCALE: SHEET: A383
RCEESE IS! ABN 66 099 997 985 admin@crichtonedge. com QLD 4551 AUSTRALIA GRID
“" PHONE(07) 5492 5925 | HEIGHT PROJECT. 14/09/2021 MM 200 4
CHECKED: RPEQ DATE. ORIGIN AHD DERRIVED| 2 PROPOSED FINGER PONTOON S
FOR APPROVAL Kd 13/10/21 Ue 5496 22/11/2021 ==> SPECIALIST SURVEY <x & CATWALK S DRAWN CHECKED: APPRD: |DRG No REV:
REV DESCRIPTION BY DATE _|APPD BOOKS TDB 34680-04Section 5
→
NOTE:
LARGEST BERTHING VESSEL IN TEMPORARY
←
MOORING IS 3.5m BEAM x 9m LENGTH
VESSEL MOORING
SITE PLAN
1:200 ISSUE FOR CONSTRUCTION
5496 22/11/2021
Section 6
10.72 m 11.24 m
11.72 m
11.00 m
ISSUE FOR CONSTRUCTION
5496 22/11/2021
43000 OVERALL LENGTH
11000 50 11000 50 11000 50 9850
He 9500 ( I 2800 4 8200 1050 9800 9200 8350 ~
1600
CAST ALUMINIUM MARINA 350
PILE BRACKET B2
CLEATS AT APPROX 2.5m CRS
HS = SOD T TSS aq cr2==-==-=- Bis ee i1 1.24m crtttttn= (os eee rion SOUT D TTT TUT TTT TTT TT TTI (gos asso ss sass a sss as sssa sss ssssssssssassaaany PI
He — a —-
SSS SSS SSS ST TT SS TT 72M SSS SST TTT
PONTOON P3A PONTOON P3B PONTOON P3C PONTOON P3D
(| @> | TOSS SSS SSS SSS SSS SS SSS SS SSS SS SSS SSS SS SS SSS SS SSS Soll llt (| @ oo S3 S Se (| @| TSS SSS SS SSS SSS SSS SOS SSS SS SSS SS SSS SSS SSS SSS SSS SSS SS SS SSS Sal (| eh
hk VY oe oe Ss // oe -----------— SSS SS SSS aS oe oe SF)
PILE BRACKET = SSDS SSS SSS SSS 4000 | o} F.B — pe So
CAST ALUMINIUM MOORING PILE BRACKET |B2 — 2300 SDSS S PISS Ip SSS aa PILE BRACKET B1
4000
CLEATS AT APPROX 2.5m CRS TYPE P3E TYPE P3F
——_—_OOQ=<=*Mm=NHEEEEEES=] — —————— ———
Z| —————-Po SS ll lllit
Saas
4 x 9355.6 x 9.5 W/T SDDS SSS —--GREEN=6mm_ THK
GRADE 450 STEEL PILES | 3250 } 4000 h 4000 } 2700 | PLATE HDPE
WITH #400 HDPE SLEEVES
GANGWAY DWG # 34680-GW1 TYP le 11.72 m
STARTER JETTY PLATFORM 1& HEADSTOCK
STARTER JETTY PLATFORM 1& HEADSTOCK DWG # 34680-SUJ2 & 34680-SJ
DWG # 34680-SJ2 & 34680-SJ1 NOTE: LEGEND F.B
TYPE P3 PONTOONS REFER FUEL BROWSER DETAILS
11.00 m 1:125
9000 9000 600
ut CAST ALUMINIUM MOORING r RUBBER FENDER 000
CLEATS AT APPROX 2m CRS TO ALL SIDES
=
-—--- fo —-------~— +
PA — a — ee
SoD SS es
PONTOON P2A ONTOON P2B la
—|
@ K 1370- 4000 a
— ee a ee a
SoD DSS Sooo SoD SSS SS SP fe
PILE BRACKET B1 PILE BRACKET B2
3000 | 6000 J 2400 2 x 0355.6 x 9.5 W/T
GRADE 450 STEEL PILES
WITH 400 HDPE SLEEVES L--------— Ls.
*l
TYPE P2 PONTOONS GANGWAY 1 DWG # 34680-GW1 TYP
SCALE 1:100 STARTER JETTY PLATFORM 2 & HEADSTOCK
DWG # 34680-SJ3 & 34680-Su
9000 9000 3250
CAST ALUMINIUM MOORING += RUBBER FENDER *
CLEATS AT APPROX 2m CRS TO ALL SIDES
=
p--------------P- Ff PONTOGN P1B fo oa ooo
a <A oe
— oe ze
PONTOON P1A ———|
a
4000 370
— ee — ee hs — ee i
SoD DSS SoS SSS SS Ad SoD SSS SS pe —
PILE BRACKET B1 PILE BRACKET B2 2 x 9355.6 x 9.5 W/T
3000 | 6000 J GRADE 450 STEEL PILES
WITH $400 HDPE SLEEVES
TYPE P3 PONTOONS STARTER JETTY PLATFORM 18 HEADSTOCK ISSUE FOR CONSTRUCTION
SCALE 1:100 DWG # 34680-SJ2 & 34680-Su1
Je} = THE MARINA SPECIALIST SURVEY DATA CLIENT: O BOAT HIRE TITLE PONTOON LAYOUT DETAILS
Crichton EDGE Consulting Engineers
P.O Box 6148
Woollongabba, QLD 4102 TRADING AS ACN 010633119 18 RON PARKINSON CRES |pATUM 222 GYMPIE TERRACE
Ph: +61 7 3367 3570 THE jetty CORBOULD PARK HORIZ. NOOSAVILLE DATE: UNITS | SCALE: SHEET: A383
CONSULTING QLD 4551 AUSTRALIA
ENGINEER $ ABN 66 099 997 985 admin@crichtonedge. com GRID PROJECT. 30/09/2021 100 1:125 6
13/10/21|_MK ty, fi, RPEQ: “" PHONE(07) 5492 5925] 4 PROPOSED FINGER PONTOON’S DRAWN MM
FOR APPROVAL Kd CHECKED: Tit DATE ==> SPECIALIST Orie (AHO. DERRIVED CHECKED: APPRD: |DRG No REV:
REV DESCRIPTION BY DATE _|APPD UD Lf 5496 22/11/2021 SURVEY & CATWALK’S TDB 34680—-06
BOOKSSection 7
ISSUE FOR CONSTRUCTION
5496 22/11/2021
4m ALUMINUM GANGWAY
REFERENCE DWG# 34680-GW1 FABRICATED STARTER JETTY
REFERENCE DWG# 34680—JT1
[\
TOP OF PILE R.L 3.2m
EXISTING JETTY
TOP_OE DECK RL 1.00
INF +4) Tt
pS Zl |
J\__ Y/N |
b=— NS IN
fA HAT R.L 0.59m
400 FREEBOARD— Denes Po
EE
pf --AHD R.L 0.0m LEVEL DATUM
| | LAT R.L. —0.45m
EMBEDMENT TO ESTIMATED RIVER BED a
RL —2.400
ENGINEERS — SPECIFICATION 4 x 9355.6 x 9.5 W/T
GRADE 450 STEEL PILES SECTION AA
WITH 400 HDPE SLEEVES 2m
BELOW RIVERBED U.N.O SCALE 1:150
9315 83KN
RC INSITU PILES
4m ALUMINUM GANGWAY EMBEDMENT TO ENGINEERS SPECIFICATIONS
REFERENCE DWG# 34680-GW1 FABRICATED STARTER JETTY
REFERENCE DWG# 34680-JT2
TOP OF PILE R.L 3.2m EXISTING JETTY
TOP OF DECK RL 1.00
AL Ly | | aN
or —7 \
Se
po XY ee AHD R.L 0.0m LEVEL DATUM [=~ ) ‘7 HAT R.L 0.59m
Po ST LH HAT R.L 0.59m Se “AHD R.L 0.0m LEVEL DATUM
LAT R.L. —0.45m LAT R.L. —0.45m
ESTIMATED RIVER BED
EMBEDMENT TO
RL -—2.360
ENGINEERS — SPECIFICATION
4 x 9355.6 x 9.5 W/T SECTION BB 0315 83KN
GRADE 450 STEEL PILES SCALE 1:150 RC INSITU PILES
WITH #400 HDPE SLEEVES 2m EMBEDMENT TO ENGINEERS SPECIFICATIONS
BELOW RIVERBED U.N.O
4m ALUMINUM GANGWAY
REFERENCE DWG# 34680-GW1 FABRICATED STARTER JETTY
REFERENCE DWG# 34680-
TOP OF PILE R.L 3.2m EXISTING JETTY
TOP OF DECK RL 1.00
LZ Lt L— \Q
|| VA
—— a a ~+——— _———F
YY HAT R.L 0.59m £L NY HAT R.L 0.59m
ee : Se ee =
Te
400 FREEBOAR _ os pp tt LAT R.L. —0.45m LAT R.L. —0.45m
a AHD R.L 0.0m LEVEL DATUM AHD R.L 0.0m LEVEL DATUM
: Se Pe ee
ESTIMATED RIVER BED
RL —1.150
EMBEDMENT 10 4 x 9355.6 x 9.5 W/T
ENGINEERS — SPECIFICATION GRADE 450 STEEL PILES
WITH #400 HDPE SLEEVES 2m
BELOW RIVERBED U.N.O 0315 83KN
SECTION CC RC INSITU PILES
EMBEDMENT TO ENGINEERS SPECIFICATIONS
SCALE 1:150 ISSUE FOR CONSTRUCTION
Je} = THE MARINA SPECIALIST SURVEY DATA CLIENT: O BOAT HIRE ME ELEVATIONS
Crichton EDGE Consulting Engineers
P.O Box 6148
Woollongabba, QLD 4102 TRADING AS ACN 010633119 18 RON PARKINSON CRES |pATUM 222 GYMPIE TERRACE
Ph: +61 7 3367 3570 THE jetty CORBOULD PARK HORIZ. NOOSAVILLE DATE: UNITS | SCALE: SHEET: A383
CONSULTING QLD 4551 AUSTRALIA
PRCRESMaCae ABN 66 099 997 985 [email protected] GRID
“" PHONE(07) 5492 5925 | HEIGHT AHD DERRIVED| 2 PROJECT. 7—10-202 MM 150 7
FOR APPROVAL Kd 13/10/21 MK CHECKED RPEQ: DATE ==> SPECIALIST ORIGIN <x PROPOSED FINGER PONTOON S DRAWN CHECKED: APPRD: |DRG No REV:
REV DESCRIPTION BY DATE _|APPD LF 5496 22/11/2021 SURVEY & CATWALK S KJ 34680—-07
BOOKSSection 8
ISSUE FOR CONSTRUCTION
5496 22/11/2021
[) laa | S3 Aa] a
(ws ( ra
Sl) LTS ty eke \_ 7
Fe)
po ee
Pl DETAILS. (m)
TOP OF
a PILE DESCRIPTION LASTING NORTHING PILE RL
32 $355.8 9.5 S] | GR450 3.2m
Dp ----4
(R Hey 71S P2 $355.8 9.5 GR450 3.2m
AL
\ PS $355.8 9.5 GR450 3.2m
P4 $355.8 9.9 GR450 3.2m
—-----
PO $355.8 9.95 GR450 3.2m
[rrr rrr rrr ccc tr rrr ctr rnc cnn -----—
P6 $355.8 9.5 GR450 3.2m
1o
P7 $355.8 9.5 GR450 3.2m
Sil P8 $355.8 9.5 GR450 3.2m
P2
(a ait Sl $315 B3KN RC 0.748
sel) YT)
S2 $315 B3KN RC 0.748
SJ $315 B3KN RC 0.748
S4 9315 B3KN RC 0.748
-J
ee
ee
| ---4
ISSUE FOR CONSTRUCTION
Je} = THE MARINA SPECIALIST SURVEY DATA CLIENT: TITLE PILE SETOUT
Crichton EDGE Consulting Engineers QO BOA RE
P.O Box 6148
Woollongabba, QLD 4102 TRADING AS ACN 010633119 18 RON PARKINSON CRES |pATUM 222 GYMPIE TERRACE
CORBOULD PARK
Ph: +61 7 3367 3570 THE jetty. HORIZ. NOOSAVILLE DATE: UNITS | SCALE: SHEET: A383
CONSULTING QLD 4551 AUSTRALIA
ENGINEER $ ABN 66 099 997 985 admin@crichtonedge. com GRID PROJECT. 13/10/21 200
FOR APPROVAL KI |13/10/21| MK RPEQ: ==> SPECIALIST PHONE(07) 5492 5925 | HEI PROPOSED PONTOON & CATWALK MM
Orie (AHO. DERRIVED
CHECKED: DATE ORI DRAWN: CHECKED: APPRD: |DRG No: REV:
REV DESCRIPTION BY DATE _|APPD MY 5496 22/11/2021 SURVEY KJ 34680—-08
BOOKSSection 9
NOTES
1. ALL CONCRETE WORK TO COMPLY WITH AS3600. 28- 6 SS LIGS @ 300 CTRS
2. ALL CONCRETE TO BE 50 MPa (GRADE S50/10). 30 COVER 9000
3. ALL TRAFFICABLE SURFACES TO HAVE A COARSE BROOMED FINISH TO WITHIN
25mm OF ALL EDGES. 950 1950 1950 1950 1900 300
4. ALL PONTOON REINFORCING TO BE FIBRE REINFORCED POLYMER (FRP) AND
STAINLESS STEEL, AUSTENITIC GRADE 316/316L FOR BARS 6 TO 16.
5. COVER OF REINFORCEMENT TO BE 30mm MIN. TO FRP BARS AND 30mm TO S.S
BARS.
6. ALL 8 BAR LAPS TO BE 320mm. ALL 12 BAR LAPS TO BE 480mm.
5x STANDARD MARINA CLEATS
7. MATEEN BAR IS DENOTED AS "MB" ON THIS DRAWING OR APPROVED
EQUIVALENT.
8. ID PLATE TO BE SECURED TO POTOONS.
2000
9. SURFACE OF ALUMINIUM IN CONTACT WITH CONCRETE TO BE COASTED WITH
GALVALINK PRIMER OR EQUIVALENT.
10. ALL ALUMINIUM WORK TO COMPLY WITH AS 1664.
11. ALL WELDS TO BE 5mm CFW, ALL BUTT WELDS TO BE FULL PENETRATION.
12. ALUMINIUM EXTRUSION GRADE 6351-T5
13. ALUMINIUM PLATE GRADE 5083 H321
14. FABRICATION TOLERANCE 5mm
15. ALL BOLTS AND FITTINGS TO BE SS316 10- 6 SS LIGS @ 300 CTRS 3350 900 4750 14- 6 SS LIGS @ 300 CTRS
30 COVER
30 COVER
4x STANDARD MARINA CLEATS 9000
PROVIDE 3 EXTRA 3-MB12-50 TRIMMER BARS, EACH SIDE OF REBATE,
TOP AND BOTTOM. EXTEND 12 BARS 800 PAST CORNER.
PROVIDE EXTRA 2-MB12-50 x 1000 LONG DIAGONAL BARS AT RE-ENTRANT CORNER.
PLAN
335 335
A
8 GFRP BAR 150 EACH WAY
ON PONTOON PERIMETER
A
HDPE SHEET LAPPED 200mm MIN 30 MIN COVER
INTO CONCRETE AND SECURED FRONT ELEVATION
WITH HDPE STRAPS & PEGS INTO FOAM
2000 25 X 45
2x 8 GFRP BARS
TOP OF ALL BEAMS 200 8 GFRP BAR 150 EACH WAY. 2x M12 SS L BOLTS
UNDER MESH 30 MIN COVER
100
100
125
325
300
12x400 LG SS ROD
750
WELDED TO L BOLTS
STANDARD CLEAT
625
6 SS LIGS @ 300 CTRS
30 COVER
3x 12 GFRP BARS
HDPE SKIN
335 120 960 120 335
1874
SECTION A-A
SCALE: 1 :15
ISSUE FOR CONSTRUCTION
EST. WEIGHT N/A
TITLE:
CRICHTON EDGE SURVEY DATA CLIENT:
O BOAT HIRE, 22 GYMPIE TERRACE PONTOON P1B
CONSULTING ENGINEERS
P.O. BOX 6148
AS 1100 NOOSAVILLE
0 ISSUE FOR CONSTRUCTION KJ 2/11/2021 MK WOOLLONGABBA DATUM PROJECT:
PROPOSED FINGER PONTOONS &
QLD 4102
CONSTRUCTION DETAILS
B FOR APPROVAL KJ 18/10/2021 MK PH: +61 7 3367 3570
HORIZ. CATWALKS
GRID
A PRELIMINARY KJ 11/10/2021 ABN: 66 099 997 985 Email: [email protected] HEIGHT
CONTRACT No:
SHEET: 1 OF 2 SCALE: 1 :50 SHEET SIZE: A3
PHONE: 1300 133 155 ORIGIN DRN:
REVISED CHKD R.P.E.Q. DATE 18 RON PARKINSON CRS, CORBOULD PARK
KJ CKD:
JB APPD: MK JOB No: DRG No: REV:
REV DESCRIPTION DATE APPD SURVEY
BY 5496 2/11/2021 QLD AUSTRALIA 4551 BOOKS 12/10/2021 18/10/2021 18/10/2021 34680-P1B-1 0
Section 10
NOTES:
FLOTATION TO COMPRISE OF GRADE SL EXPANDED
POLYSTYRENE FOAM WITH APPROVED PROTECTIVE
COATING. THE APPROVED PROTECTIVE COATING FOR THE
PONTOON WILL FORM AN IMPERVIOUS BARRIER TO WATER
& MARINE ORGANISMS; AND IS SUITABLE FOR THE MARINE
ENVIRONMENT.
8870
335 8200 335
200 TYP
970
1870
900
ISOMETRIC
335 2550 335 335 3950 335
3220 1030 4620
PLAN
B
648
R50
B
FRONT ELEVATION
335 120 960 120 335
200
200 25 X 45
27
300
FOAM WRAPPING INSPECTION
648
621
WRAPPED AS PER PLAN
WELDED AS PER SPECIFICATION
1870 NAME:
SIGNATURE:
SECTION B-B
SCALE: 1 : 25 DATE:
ISSUE FOR CONSTRUCTION
TITLE:
CRICHTON EDGE SURVEY DATA CLIENT:
O BOAT HIRE, 22 GYMPIE TERRACE PONTOON P1B
CONSULTING ENGINEERS
P.O. BOX 6148
AS 1100 NOOSAVILLE
0 ISSUE FOR CONSTRUCTION KJ 2/11/2021 MK WOOLLONGABBA DATUM PROJECT:
PROPOSED FINGER PONTOONS &
QLD 4102
FOAM DETAILS
B FOR APPROVAL KJ 18/10/2021 MK PH: +61 7 3367 3570
HORIZ. CATWALKS
GRID
A PRELIMINARY KJ 11/10/2021 ABN: 66 099 997 985 Email: [email protected] HEIGHT
CONTRACT No:
SHEET: 2 OF 2 SCALE: 1 : 50 SHEET SIZE: A3
PHONE: 1300 133 155 ORIGIN DRN:
REVISED CHKD R.P.E.Q. DATE 18 RON PARKINSON CRS, CORBOULD PARK
KJ CKD:
JB APPD: MK JOB No: DRG No: REV:
REV DESCRIPTION DATE APPD SURVEY
BY 5496 2/11/2021 QLD AUSTRALIA 4551 BOOKS 12/10/2021 18/10/2021 18/10/2021 34680-P1B-2 0
Section 11
NOTES
1. ALL CONCRETE WORK TO COMPLY WITH AS3600. 28- 6 SS LIGS @ 300 CTRS
2. ALL CONCRETE TO BE 50 MPa (GRADE S50/10). 30 COVER 9000
3. ALL TRAFFICABLE SURFACES TO HAVE A COARSE BROOMED FINISH TO WITHIN
25mm OF ALL EDGES. 300 2000 2000 2000 2000 700 5x STANDARD
4. ALL PONTOON REINFORCING TO BE FIBRE REINFORCED POLYMER (FRP) AND MARINA CLEATS
STAINLESS STEEL, AUSTENITIC GRADE 316/316L FOR BARS 6 TO 16.
5. COVER OF REINFORCEMENT TO BE 30mm MIN. TO FRP BARS AND 30mm TO S.S
BARS.
6. ALL 8 BAR LAPS TO BE 320mm. ALL 12 BAR LAPS TO BE 480mm.
1100
7. MATEEN BAR IS DENOTED AS "MB" ON THIS DRAWING OR APPROVED
EQUIVALENT.
8. ID PLATE TO BE SECURED TO POTOONS.
2000
9. SURFACE OF ALUMINIUM IN CONTACT WITH CONCRETE TO BE COASTED WITH
GALVALINK PRIMER OR EQUIVALENT.
10. ALL ALUMINIUM WORK TO COMPLY WITH AS 1664.
900
11. ALL WELDS TO BE 5mm CFW, ALL BUTT WELDS TO BE FULL PENETRATION.
12. ALUMINIUM EXTRUSION GRADE 6351-T5
13. ALUMINIUM PLATE GRADE 5083 H321
14. FABRICATION TOLERANCE 5mm
15. ALL BOLTS AND FITTINGS TO BE SS316
900 8100
4x STANDARD MARINA CLEATS
25- 6 SS LIGS @ 300 CTRS
PLAN 30 COVER
PROVIDE 3 EXTRA 3-MB12-50 TRIMMER BARS, EACH SIDE OF REBATE,
TOP AND BOTTOM. EXTEND 12 BARS 800 PAST CORNER.
PROVIDE EXTRA 2-MB12-50 x 1000 LONG DIAGONAL BARS AT RE-ENTRANT CORNER.
337 337
A
A
8 GFRP BAR 150 EACH WAY
ON PONTOON PERIMETER FRONT ELEVATION 2x M12 SS L BOLTS
"SIKASIL WS" GREY SILICON SEALANT 30 MIN COVER
APPLIED TO EDGE WHERE CONCRETE
AND ALUMINIUM FRAMES MEET TO 2000
PREVENT WATER INGRESS 25 X 45
2x 8 GFRP BARS
TOP OF ALL BEAMS 200 8 GFRP BAR 150 EACH WAY.
UNDER MESH 30 MIN COVER
HDPE SHEET LAPPED 200mm MIN 100 100
INTO CONCRETE AND SECURED
WITH HDPE STRAPS & PEGS INTO FOAM
125
12x400 LG SS ROD
WELDED TO L BOLTS
STANDARD CLEAT
325
300
750
625
6 SS LIGS @ 300 CTRS
30 COVER
3x 12 GFRP BARS
HDPE SKIN
335 120 960 120 335
1874
SECTION A-A
SCALE: 1 :15
ISSUE FOR CONSTRUCTION
EST. WEIGHT N/A
TITLE:
CRICHTON EDGE SURVEY DATA CLIENT:
O BOAT HIRE, 22 GYMPIE TERRACE PONTOON P2A & P1A
CONSULTING ENGINEERS
P.O. BOX 6148
AS 1100 NOOSAVILLE
0 ISSUE FOR CONSTRUCTION KJ 2/11/2021 MK WOOLLONGABBA DATUM PROJECT:
PROPOSED FINGER PONTOONS &
QLD 4102
CONSTRUCTION DETAILS
B FOR APPROVAL KJ 18/10/2021 MK PH: +61 7 3367 3570
HORIZ. CATWALKS
GRID
A PRELIMINARY KJ 11/10/2021 ABN: 66 099 997 985 Email: [email protected] HEIGHT
CONTRACT No:
SHEET: 1 OF 2 SCALE: 1 :50 SHEET SIZE: A3
PHONE: 1300 133 155 ORIGIN DRN:
REVISED CHKD R.P.E.Q. DATE 18 RON PARKINSON CRS, CORBOULD PARK
KJ CKD:
JB APPD: MK JOB No: DRG No: REV:
REV DESCRIPTION DATE APPD SURVEY
BY 5496 2/11/2021 QLD AUSTRALIA 4551 BOOKS 11/10/2021 18/10/2021 18/10/2021 34680-P2A-1 0
Section 12
NOTES:
FLOTATION TO COMPRISE OF GRADE SL EXPANDED
POLYSTYRENE FOAM WITH APPROVED PROTECTIVE
COATING. THE APPROVED PROTECTIVE COATING FOR THE
PONTOON WILL FORM AN IMPERVIOUS BARRIER TO WATER
& MARINE ORGANISMS; AND IS SUITABLE FOR THE MARINE
ENVIRONMENT.
8870
335 8200 335
200
970
1870
900
ISOMETRIC
335 7300 335
900 7970
PLAN
B
648
R50
B
FRONT ELEVATION
335 120 960 120 335
200
200 25 X 45
273 27
300
FOAM WRAPPING INSPECTION
648
621
WRAPPED AS PER PLAN
WELDED AS PER SPECIFICATION
1870 NAME:
SIGNATURE:
SECTION B-B
SCALE: 1 : 25 DATE:
ISSUE FOR CONSTRUCTION
TITLE:
CRICHTON EDGE SURVEY DATA CLIENT:
O BOAT HIRE, 22 GYMPIE TERRACE PONTOON P2A
CONSULTING ENGINEERS
P.O. BOX 6148
AS 1100 NOOSAVILLE
0 ISSUE FOR CONSTRUCTION KJ 2/11/2021 MK WOOLLONGABBA DATUM PROJECT:
PROPOSED FINGER PONTOONS &
QLD 4102
FOAM DETAILS
B FOR APPROVAL KJ 18/10/2021 MK PH: +61 7 3367 3570
HORIZ. CATWALKS
GRID
A PRELIMINARY KJ 11/10/2021 ABN: 66 099 997 985 Email: [email protected] HEIGHT
CONTRACT No:
SHEET: 2 OF 2 SCALE: 1 : 50 SHEET SIZE: A3
PHONE: 1300 133 155 ORIGIN DRN:
REVISED CHKD R.P.E.Q. DATE 18 RON PARKINSON CRS, CORBOULD PARK
KJ CKD:
JB APPD: MK JOB No: DRG No: REV:
REV DESCRIPTION DATE APPD SURVEY
BY 5496 2/11/2021 QLD AUSTRALIA 4551 BOOKS 11/10/2021 18/10/2021 18/10/2021 34680-P2A-2 0
Section 13
NOTES
1. ALL CONCRETE WORK TO COMPLY WITH AS3600. 28- 6 SS LIGS @ 300 CTRS
2. ALL CONCRETE TO BE 50 MPa (GRADE S50/10). 30 COVER 9000
3. ALL TRAFFICABLE SURFACES TO HAVE A COARSE BROOMED FINISH TO WITHIN
25mm OF ALL EDGES. 1150 2000 2000 2000 1550 300
4. ALL PONTOON REINFORCING TO BE FIBRE REINFORCED POLYMER (FRP) AND
STAINLESS STEEL, AUSTENITIC GRADE 316/316L FOR BARS 6 TO 16.
5. COVER OF REINFORCEMENT TO BE 30mm MIN. TO FRP BARS AND 30mm TO S.S
BARS.
6. ALL 8 BAR LAPS TO BE 320mm. ALL 12 BAR LAPS TO BE 480mm.
5x STANDARD MARINA CLEATS
7. MATEEN BAR IS DENOTED AS "MB" ON THIS DRAWING OR APPROVED
EQUIVALENT.
8. ID PLATE TO BE SECURED TO POTOONS.
2000
9. SURFACE OF ALUMINIUM IN CONTACT WITH CONCRETE TO BE COASTED WITH
GALVALINK PRIMER OR EQUIVALENT.
10. ALL ALUMINIUM WORK TO COMPLY WITH AS 1664.
11. ALL WELDS TO BE 5mm CFW, ALL BUTT WELDS TO BE FULL PENETRATION.
12. ALUMINIUM EXTRUSION GRADE 6351-T5
13. ALUMINIUM PLATE GRADE 5083 H321
14. FABRICATION TOLERANCE 5mm
15. ALL BOLTS AND FITTINGS TO BE SS316 5- 6 SS LIGS @ 300 CTRS 19- 6 SS LIGS @ 300 CTRS
1950 900 6150 30 COVER
30 COVER
3x STANDARD MARINA CLEATS 9000
PROVIDE 3 EXTRA 3-MB12-50 TRIMMER BARS, EACH SIDE OF REBATE,
TOP AND BOTTOM. EXTEND 12 BARS 800 PAST CORNER.
PROVIDE EXTRA 2-MB12-50 x 1000 LONG DIAGONAL BARS AT RE-ENTRANT CORNER.
PLAN
335 335
A
8 GFRP BAR 150 EACH WAY
ON PONTOON PERIMETER
A
HDPE SHEET LAPPED 200mm MIN 30 MIN COVER
INTO CONCRETE AND SECURED FRONT ELEVATION
WITH HDPE STRAPS & PEGS INTO FOAM
2000
25 X 45
2x 8 GFRP BARS
TOP OF ALL BEAMS 200 8 GFRP BAR 150 EACH WAY. 2x M12 SS L BOLTS
UNDER MESH 30 MIN COVER
100
100
125
325
300
12x400 LG SS ROD
750
WELDED TO L BOLTS
STANDARD CLEAT
625
6 SS LIGS @ 300 CTRS
30 COVER
3x 12 GFRP BARS
HDPE SKIN
335 120 960 120 335
1874
SECTION A-A
SCALE: 1 :15
ISSUE FOR CONSTRUCTION
EST. WEIGHT N/A
TITLE:
CRICHTON EDGE SURVEY DATA CLIENT:
O BOAT HIRE, 22 GYMPIE TERRACE PONTOON P2B
CONSULTING ENGINEERS
P.O. BOX 6148
AS 1100 NOOSAVILLE
0 ISSUE FOR CONSTRUCTION KJ 2/11/2021 MK WOOLLONGABBA DATUM PROJECT:
PROPOSED FINGER PONTOONS &
QLD 4102
CONSTRUCTION DETAILS
B FOR APPROVAL KJ 18/10/2021 MK PH: +61 7 3367 3570
HORIZ. CATWALKS
GRID
A PRELIMINARY KJ 11/10/2021 ABN: 66 099 997 985 Email: [email protected] HEIGHT
CONTRACT No:
SHEET: 1 OF 2 SCALE: 1 :50 SHEET SIZE: A3
PHONE: 1300 133 155 ORIGIN DRN:
REVISED CHKD R.P.E.Q. DATE 18 RON PARKINSON CRS, CORBOULD PARK
KJ CKD:
JB APPD: MK JOB No: DRG No: REV:
REV DESCRIPTION DATE APPD SURVEY
BY 5496 2/11/2021 QLD AUSTRALIA 4551 BOOKS 12/10/2021 18/10/2021 18/10/2021 34680-P2B-1 0
Section 14
NOTES:
FLOTATION TO COMPRISE OF GRADE SL EXPANDED
POLYSTYRENE FOAM WITH APPROVED PROTECTIVE
COATING. THE APPROVED PROTECTIVE COATING FOR THE
PONTOON WILL FORM AN IMPERVIOUS BARRIER TO WATER
& MARINE ORGANISMS; AND IS SUITABLE FOR THE MARINE
ENVIRONMENT.
8870
335 8200 335
200 TYP
970
1870
900
ISOMETRIC
335 1150 335 335 5350 335
1820 1030 6020
PLAN
B
648
R50
B
FRONT ELEVATION
335 120 960 120 335
200
200 25 X 45
273 27
300
FOAM WRAPPING INSPECTION
648
621
WRAPPED AS PER PLAN
WELDED AS PER SPECIFICATION
1870 NAME:
SIGNATURE:
SECTION B-B
SCALE: 1 : 25 DATE:
ISSUE FOR CONSTRUCTION
TITLE:
CRICHTON EDGE SURVEY DATA CLIENT:
O BOAT HIRE, 22 GYMPIE TERRACE PONTOON P2B
CONSULTING ENGINEERS
P.O. BOX 6148
AS 1100 NOOSAVILLE
0 ISSUE FOR CONSTRUCTION KJ 2/11/2021 MK WOOLLONGABBA DATUM PROJECT:
PROPOSED FINGER PONTOONS &
QLD 4102
FOAM DETAILS
B FOR APPROVAL KJ 18/10/2021 MK PH: +61 7 3367 3570
HORIZ. CATWALKS
GRID
A PRELIMINARY KJ 11/10/2021 ABN: 66 099 997 985 Email: [email protected] HEIGHT
CONTRACT No:
SHEET: 2 OF 2 SCALE: 1 : 50 SHEET SIZE: A3
PHONE: 1300 133 155 ORIGIN DRN:
REVISED CHKD R.P.E.Q. DATE 18 RON PARKINSON CRS, CORBOULD PARK
KJ CKD:
JB APPD: MK JOB No: DRG No: REV:
REV DESCRIPTION DATE APPD SURVEY
BY 5496 2/11/2021 QLD AUSTRALIA 4551 BOOKS 12/10/2021 18/10/2021 18/10/2021 34680-P2B-2 0
Section 15
NOTES
1. ALL CONCRETE WORK TO COMPLY WITH AS3600. 35- 6 SS LIGS @ 300 CTRS
5x MARINA CLEAT 350 AT 2500 CTRS
2. ALL CONCRETE TO BE 50 MPa (GRADE S50/10). 30 COVER 11000
3. ALL TRAFFICABLE SURFACES TO HAVE A COARSE BROOMED FINISH TO WITHIN
25mm OF ALL EDGES. 300 2500 2500 2500 2500 700
4. ALL PONTOON REINFORCING TO BE FIBRE REINFORCED POLYMER (FRP) AND
STAINLESS STEEL, AUSTENITIC GRADE 316/316L FOR BARS 6 TO 16.
5. COVER OF REINFORCEMENT TO BE 30mm MIN. TO FRP BARS AND 30mm TO S.S
BARS.
6. ALL 8 BAR LAPS TO BE 320mm. ALL 12 BAR LAPS TO BE 480mm.
1100
7. MATEEN BAR IS DENOTED AS "MB" ON THIS DRAWING OR APPROVED
EQUIVALENT.
8. ID PLATE TO BE SECURED TO POTOONS.
2000
9. SURFACE OF ALUMINIUM IN CONTACT WITH CONCRETE TO BE COASTED WITH
GALVALINK PRIMER OR EQUIVALENT.
10. ALL ALUMINIUM WORK TO COMPLY WITH AS 1664.
900
11. ALL WELDS TO BE 5mm CFW, ALL BUTT WELDS TO BE FULL PENETRATION.
12. ALUMINIUM EXTRUSION GRADE 6351-T5
13. ALUMINIUM PLATE GRADE 5083 H321
14. FABRICATION TOLERANCE 5mm
32- 6 SS LIGS @ 300 CTRS
15. ALL BOLTS AND FITTINGS TO BE SS316
900 10100 30 COVER
4x STANDARD MARINA CLEATS PLAN
PROVIDE 3 EXTRA 3-MB12-50 TRIMMER BARS, EACH SIDE OF REBATE,
TOP AND BOTTOM. EXTEND 12 BARS 800 PAST CORNER.
PROVIDE EXTRA 2-MB12-50 x 1000 LONG DIAGONAL BARS AT RE-ENTRANT CORNER.
337 337
A
A
8 GFRP BAR 150 EACH WAY
ON PONTOON PERIMETER FRONT ELEVATION 2x M12 SS L BOLTS
"SIKASIL WS" GREY SILICON SEALANT 30 MIN COVER
APPLIED TO EDGE WHERE CONCRETE
AND ALUMINIUM FRAMES MEET TO 2000
PREVENT WATER INGRESS
2x 8 GFRP BARS
TOP OF ALL BEAMS 8 GFRP BAR 150 EACH WAY.
UNDER MESH 30 MIN COVER
HDPE SHEET LAPPED 200mm MIN 100
INTO CONCRETE AND SECURED
WITH HDPE STRAPS & PEGS INTO FOAM 12x400 LG SS ROD
125
WELDED TO L BOLTS
STANDARD CLEAT
350
300
M12x75 SS DYNA BOLT 2x M16 SS L BOLTS
750
625
6 SS LIGS @ 300 CTRS
30 COVER
3x 12 GFRP BARS
12x400 LG SS ROD
HDPE SKIN
WELDED TO L BOLTS
335 120 960 120 335
MARINA CLEAT 350
1874 SCALE 1 : 10
SECTION A-A
SCALE: 1 :15
ISSUE FOR CONSTRUCTION
EST. WEIGHT N/A
TITLE:
CRICHTON EDGE SURVEY DATA CLIENT:
O BOAT HIRE, 22 GYMPIE TERRACE PONTOON P3A
CONSULTING ENGINEERS
P.O. BOX 6148
AS 1100 NOOSAVILLE
0 ISSUE FOR CONSTRUCTION KJ 2/11/2021 MK WOOLLONGABBA DATUM PROJECT:
PROPOSED FINGER PONTOONS &
QLD 4102
CONSTRUCTION DETAILS
B FOR APPROVAL KJ 18/10/2021 ML PH: +61 7 3367 3570
HORIZ. CATWALKS
GRID
A PRELIMINARY KJ 11/10/2021 ABN: 66 099 997 985 Email: [email protected] HEIGHT
CONTRACT No:
SHEET: 1 OF 2 SCALE: 1 :50 SHEET SIZE: A3
PHONE: 1300 133 155 ORIGIN DRN:
REVISED CHKD R.P.E.Q. DATE 18 RON PARKINSON CRS, CORBOULD PARK
KJ CKD:
JB APPD: MK JOB No: DRG No: REV:
REV DESCRIPTION DATE APPD SURVEY
BY 5496 2/11/2021 QLD AUSTRALIA 4551 BOOKS 11/10/2021 18/10/2021 18/10/2021 34680-P3A-1 0
Section 16
NOTES:
FLOTATION TO COMPRISE OF GRADE SL EXPANDED
POLYSTYRENE FOAM WITH APPROVED PROTECTIVE
COATING. THE APPROVED PROTECTIVE COATING FOR THE
PONTOON WILL FORM AN IMPERVIOUS BARRIER TO WATER
& MARINE ORGANISMS; AND IS SUITABLE FOR THE MARINE
ENVIRONMENT.
10870
335 10200 335
970
1870
900
ISOMETRIC
335 9300 335
900 9970
PLAN
B
621
R50
B
FRONT ELEVATION
335 120 960 120 335
25 X 45
298
FOAM WRAPPING INSPECTION
621
WRAPPED AS PER PLAN
WELDED AS PER SPECIFICATION
1870 NAME:
SECTION B-B SIGNATURE:
SCALE: 1 : 25
DATE:
ISSUE FOR CONSTRUCTION
TITLE:
CRICHTON EDGE SURVEY DATA CLIENT:
O BOAT HIRE, 22 GYMPIE TERRACE PONTOON P3A
CONSULTING ENGINEERS
P.O. BOX 6148
AS 1100 NOOSAVILLE
0 ISSUE FOR CONSTRUCTION KJ 2/11/2021 MK WOOLLONGABBA DATUM PROJECT:
PROPOSED FINGER PONTOONS &
QLD 4102
FOAM DETAILS
B FOR APPROVAL KJ 18/10/2021 ML PH: +61 7 3367 3570
HORIZ. CATWALKS
GRID
A PRELIMINARY KJ 11/10/2021 ABN: 66 099 997 985 Email: [email protected] HEIGHT
CONTRACT No:
SHEET: 2 OF 2 SCALE: 1 : 50 SHEET SIZE: A3
PHONE: 1300 133 155 ORIGIN DRN:
REVISED CHKD R.P.E.Q. DATE 18 RON PARKINSON CRS, CORBOULD PARK
KJ CKD:
JB APPD: MK JOB No: DRG No: REV:
REV DESCRIPTION DATE APPD SURVEY
BY 5496 2/11/2021 QLD AUSTRALIA 4551 BOOKS 11/10/2021 18/10/2021 18/10/2021 34680-P3A-2 0
Section 17
NOTES
1. ALL CONCRETE WORK TO COMPLY WITH AS3600. 11000
2. ALL CONCRETE TO BE 50 MPa (GRADE S50/10).
3. ALL TRAFFICABLE SURFACES TO HAVE A COARSE BROOMED FINISH TO WITHIN 1700 2500 2500 2500 1800
25mm OF ALL EDGES. 35- 6 SS LIGS @ 300 CTRS
4. ALL PONTOON REINFORCING TO BE FIBRE REINFORCED POLYMER (FRP) AND 30 COVER 4x MARINA CLEAT 350
STAINLESS STEEL, AUSTENITIC GRADE 316/316L FOR BARS 6 TO 16.
5. COVER OF REINFORCEMENT TO BE 30mm MIN. TO FRP BARS AND 30mm TO S.S
BARS.
6. ALL 8 BAR LAPS TO BE 320mm. ALL 12 BAR LAPS TO BE 480mm.
1300
7. MATEEN BAR IS DENOTED AS "MB" ON THIS DRAWING OR APPROVED
EQUIVALENT.
8. ID PLATE TO BE SECURED TO POTOONS.
2000
9. SURFACE OF ALUMINIUM IN CONTACT WITH CONCRETE TO BE COASTED WITH
GALVALINK PRIMER OR EQUIVALENT.
10. ALL ALUMINIUM WORK TO COMPLY WITH AS 1664.
900
11. ALL WELDS TO BE 5mm CFW, ALL BUTT WELDS TO BE FULL PENETRATION.
700
12. ALUMINIUM EXTRUSION GRADE 6351-T5
13. ALUMINIUM PLATE GRADE 5083 H321
14. FABRICATION TOLERANCE 5mm 21- 6 SS LIGS @ 300 CTRS
15. ALL BOLTS AND FITTINGS TO BE SS316 6- 6 SS LIGS @ 300 CTRS 2350 900 6700 30 COVER 1050
30 COVER
1x STANDARD MARINA CLEATS 11000
PLAN PROVIDE 3 EXTRA 3-MB12-50 TRIMMER BARS, EACH SIDE OF REBATE,
TOP AND BOTTOM. EXTEND 12 BARS 800 PAST CORNER.
PROVIDE EXTRA 2-MB12-50 x 1000 LONG DIAGONAL BARS AT RE-ENTRANT CORNER.
335 335
A
A
8 GFRP BAR 150 EACH WAY
ON PONTOON PERIMETER FRONT ELEVATION 2x M12 SS L BOLTS
30 MIN COVER
2000
HDPE SHEET LAPPED 200mm MIN
2x 8 GFRP BARS
INTO CONCRETE AND SECURED 8 GFRP BAR 150 EACH WAY.
TOP OF ALL BEAMS
WITH HDPE STRAPS & PEGS INTO FOAM 30 MIN COVER
UNDER MESH
100
12x400 LG SS ROD
125
WELDED TO L BOLTS
STANDARD CLEAT
350
300
M12x75 SS DYNA BOLT 2x M16 SS L BOLTS
750
625
6 SS LIGS @ 300 CTRS
30 COVER
3x 12 GFRP BARS
12x400 LG SS ROD
HDPE SKIN WELDED TO L BOLTS
335 120 960 120 335
MARINA CLEAT 350
1874 SCALE 1 : 10
SECTION A-A
SCALE: 1 :15
ISSUE FOR CONSTRUCTION
EST. WEIGHT N/A
TITLE:
CRICHTON EDGE SURVEY DATA CLIENT:
O BOAT HIRE, 22 GYMPIE TERRACE PONTOON P3B
CONSULTING ENGINEERS
P.O. BOX 6148
AS 1100 NOOSAVILLE
0 ISSUE FOR CONSTRUCTION KJ 2/11/2021 MK WOOLLONGABBA DATUM PROJECT:
PROPOSED FINGER PONTOONS &
QLD 4102
CONSTRUCTION DETAILS
B FOR APPROVAL KJ 18/10/2021 ML PH: +61 7 3367 3570
HORIZ. CATWALKS
GRID
A PRELIMINARY KJ 11/10/2021 ABN: 66 099 997 985 Email: [email protected] HEIGHT
CONTRACT No:
SHEET: 1 OF 2 SCALE: 1 :50 SHEET SIZE: A3
PHONE: 1300 133 155 ORIGIN DRN:
REVISED CHKD R.P.E.Q. DATE 18 RON PARKINSON CRS, CORBOULD PARK
KJ CKD:
JB APPD: MK JOB No: DRG No: REV:
REV DESCRIPTION DATE APPD SURVEY
BY 5496 2/11/2021 QLD AUSTRALIA 4551 BOOKS 11/10/2021 18/10/2021 18/10/2021 34680-P3B-1 0
Section 18
NOTES:
FLOTATION TO COMPRISE OF GRADE SL EXPANDED
POLYSTYRENE FOAM WITH APPROVED PROTECTIVE
COATING. THE APPROVED PROTECTIVE COATING FOR THE
PONTOON WILL FORM AN IMPERVIOUS BARRIER TO WATER
& MARINE ORGANISMS; AND IS SUITABLE FOR THE MARINE
ENVIRONMENT.
10870
335 10200 335
1170
1870
700
ISOMETRIC
335 5900 335
335 1550 335
2220 1030 6570 1050
PLAN
B
621
R50
B
FRONT ELEVATION
335 120 960 120 335
25 X 45
298
FOAM WRAPPING INSPECTION
621
WRAPPED AS PER PLAN
WELDED AS PER SPECIFICATION
1870 NAME:
SECTION B-B SIGNATURE:
SCALE: 1 : 25
DATE:
ISSUE FOR CONSTRUCTION
TITLE:
CRICHTON EDGE SURVEY DATA CLIENT:
O BOAT HIRE, 22 GYMPIE TERRACE PONTOON P3B
CONSULTING ENGINEERS
P.O. BOX 6148
AS 1100 NOOSAVILLE
0 ISSUE FOR CONSTRUCTION KJ 2/11/2021 MK WOOLLONGABBA DATUM PROJECT:
PROPOSED FINGER PONTOONS &
QLD 4102
FOAM DETAILS
B FOR APPROVAL KJ 18/10/2021 ML PH: +61 7 3367 3570
HORIZ. CATWALKS
GRID
A PRELIMINARY KJ 11/10/2021 ABN: 66 099 997 985 Email: [email protected] HEIGHT
CONTRACT No:
SHEET: 2 OF 2 SCALE: 1 : 50 SHEET SIZE: A3
PHONE: 1300 133 155 ORIGIN DRN:
REVISED CHKD R.P.E.Q. DATE 18 RON PARKINSON CRS, CORBOULD PARK
KJ CKD:
JB APPD: MK JOB No: DRG No: REV:
REV DESCRIPTION DATE APPD SURVEY
BY 5496 2/11/2021 QLD AUSTRALIA 4551 BOOKS 11/10/2021 18/10/2021 18/10/2021 34680-P3B-2 0
Section 19
NOTES
11000
1. ALL CONCRETE WORK TO COMPLY WITH AS3600.
2. ALL CONCRETE TO BE 50 MPa (GRADE S50/10). 650 2500 2500 2500 2500 350
3. ALL TRAFFICABLE SURFACES TO HAVE A COARSE BROOMED FINISH TO WITHIN
25mm OF ALL EDGES. 35- 6 SS LIGS @ 300 CTRS 5x MARINA CLEAT 350
4. ALL PONTOON REINFORCING TO BE FIBRE REINFORCED POLYMER (FRP) AND 30 COVER
STAINLESS STEEL, AUSTENITIC GRADE 316/316L FOR BARS 6 TO 16.
5. COVER OF REINFORCEMENT TO BE 30mm MIN. TO FRP BARS AND 30mm TO S.S
BARS.
6. ALL 8 BAR LAPS TO BE 320mm. ALL 12 BAR LAPS TO BE 480mm.
1300
7. MATEEN BAR IS DENOTED AS "MB" ON THIS DRAWING OR APPROVED
EQUIVALENT.
2000
8. ID PLATE TO BE SECURED TO POTOONS.
9. SURFACE OF ALUMINIUM IN CONTACT WITH CONCRETE TO BE COASTED WITH
GALVALINK PRIMER OR EQUIVALENT.
10. ALL ALUMINIUM WORK TO COMPLY WITH AS 1664.
900
700
11. ALL WELDS TO BE 5mm CFW, ALL BUTT WELDS TO BE FULL PENETRATION.
12. ALUMINIUM EXTRUSION GRADE 6351-T5
13. ALUMINIUM PLATE GRADE 5083 H321
14. FABRICATION TOLERANCE 5mm
15. ALL BOLTS AND FITTINGS TO BE SS316 1600 3750 900 4750
2x STANDARD
14- 6 SS LIGS @ 300 CTRS MARINA CLEATS
11- 6 SS LIGS @ 300 CTRS
30 COVER
30 COVER
PROVIDE 3 EXTRA 3-MB12-50 TRIMMER BARS, EACH SIDE OF REBATE,
PLAN TOP AND BOTTOM. EXTEND 12 BARS 800 PAST CORNER.
PROVIDE EXTRA 2-MB12-50 x 1000 LONG DIAGONAL BARS AT RE-ENTRANT CORNER.
335 335
A
A
8 GFRP BAR 150 EACH WAY
ON PONTOON PERIMETER FRONT ELEVATION 2x M12 SS L BOLTS
30 MIN COVER
2000
HDPE SHEET LAPPED 200mm MIN
2x 8 GFRP BARS
INTO CONCRETE AND SECURED 8 GFRP BAR 150 EACH WAY.
TOP OF ALL BEAMS
WITH HDPE STRAPS & PEGS INTO FOAM 30 MIN COVER
UNDER MESH
100
12x400 LG SS ROD
125
WELDED TO L BOLTS
STANDARD CLEAT
350
300
M12x75 SS DYNA BOLT 2x M16 SS L BOLTS
750
625
6 SS LIGS @ 300 CTRS
30 COVER
3x 12 GFRP BARS
12x400 LG SS ROD
HDPE SKIN WELDED TO L BOLTS
335 120 960 120 335
MARINA CLEAT 350
1874 SCALE 1 : 10
SECTION A-A
SCALE: 1 :15
ISSUE FOR CONSTRUCTION
EST. WEIGHT N/A
TITLE:
CRICHTON EDGE SURVEY DATA CLIENT:
O BOAT HIRE, 22 GYMPIE TERRACE PONTOON P3C
CONSULTING ENGINEERS
P.O. BOX 6148
AS 1100 NOOSAVILLE
0 ISSUE FOR CONSTRUCTION KJ 2/11/2021 MK WOOLLONGABBA DATUM PROJECT:
PROPOSED FINGER PONTOONS &
QLD 4102
CONSTRUCTION DETAILS
B FOR APPROVAL KJ 18/10/2021 ML PH: +61 7 3367 3570
HORIZ. CATWALKS
GRID
A PRELIMINARY KJ 11/10/2021 ABN: 66 099 997 985 Email: [email protected] HEIGHT
CONTRACT No:
SHEET: 1 OF 2 SCALE: 1 :50 SHEET SIZE: A3
PHONE: 1300 133 155 ORIGIN DRN:
REVISED CHKD R.P.E.Q. DATE 18 RON PARKINSON CRS, CORBOULD PARK
KJ CKD:
JB APPD: MK JOB No: DRG No: REV:
REV DESCRIPTION DATE APPD SURVEY
BY 5496 2/11/2021 QLD AUSTRALIA 4551 BOOKS 11/10/2021 18/10/2021 18/10/2021 34680-P3C-1 0
Section 20
NOTES:
FLOTATION TO COMPRISE OF GRADE SL EXPANDED
POLYSTYRENE FOAM WITH APPROVED PROTECTIVE
COATING. THE APPROVED PROTECTIVE COATING FOR THE
PONTOON WILL FORM AN IMPERVIOUS BARRIER TO WATER
& MARINE ORGANISMS; AND IS SUITABLE FOR THE MARINE
ENVIRONMENT.
10870
335 10200 335
1170
1870
700
900
ISOMETRIC
339.5 2945.5 335 335 3950 335
3620 1030 4620
1600 9270
PLAN
B
621
R50
B
FRONT ELEVATION
335 120 960 120 335
25 X 45
298
FOAM WRAPPING INSPECTION
621
WRAPPED AS PER PLAN
WELDED AS PER SPECIFICATION
1870 NAME:
SECTION B-B SIGNATURE:
SCALE: 1 : 25
DATE:
ISSUE FOR CONSTRUCTION
TITLE:
CRICHTON EDGE SURVEY DATA CLIENT:
O BOAT HIRE, 22 GYMPIE TERRACE PONTOON P3C
CONSULTING ENGINEERS
P.O. BOX 6148
AS 1100 NOOSAVILLE
0 ISSUE FOR CONSTRUCTION KJ 2/11/2021 MK WOOLLONGABBA DATUM PROJECT:
PROPOSED FINGER PONTOONS &
QLD 4102
FOAM DETAILS
B FOR APPROVAL KJ 18/10/2021 ML PH: +61 7 3367 3570
HORIZ. CATWALKS
GRID
A PRELIMINARY KJ 11/10/2021 ABN: 66 099 997 985 Email: [email protected] HEIGHT
CONTRACT No:
SHEET: 2 OF 2 SCALE: 1 : 50 SHEET SIZE: A3
PHONE: 1300 133 155 ORIGIN DRN:
REVISED CHKD R.P.E.Q. DATE 18 RON PARKINSON CRS, CORBOULD PARK
KJ CKD:
JB APPD: MK JOB No: DRG No: REV:
REV DESCRIPTION DATE APPD
5496
SURVEY
BY 2/11/2021 QLD AUSTRALIA 4551 BOOKS 11/10/2021 18/10/2021 18/10/2021 34680-P3C-2 0
Section 21
NOTES
1. ALL CONCRETE WORK TO COMPLY WITH AS3600. 9850
2. ALL CONCRETE TO BE 50 MPa (GRADE S50/10).
3. ALL TRAFFICABLE SURFACES TO HAVE A COARSE BROOMED FINISH TO WITHIN 2050 2500 2500 2500 300
25mm OF ALL EDGES. 31- 6 SS LIGS @ 300 CTRS
4. ALL PONTOON REINFORCING TO BE FIBRE REINFORCED POLYMER (FRP) AND 30 COVER 4x MARINA CLEAT 350
STAINLESS STEEL, AUSTENITIC GRADE 316/316L FOR BARS 6 TO 16.
5. COVER OF REINFORCEMENT TO BE 30mm MIN. TO FRP BARS AND 30mm TO S.S
BARS.
1100
6. ALL 8 BAR LAPS TO BE 320mm. ALL 12 BAR LAPS TO BE 480mm.
7. MATEEN BAR IS DENOTED AS "MB" ON THIS DRAWING OR APPROVED
EQUIVALENT.
8. ID PLATE TO BE SECURED TO POTOONS.
2000
9. SURFACE OF ALUMINIUM IN CONTACT WITH CONCRETE TO BE COASTED WITH
GALVALINK PRIMER OR EQUIVALENT.
10. ALL ALUMINIUM WORK TO COMPLY WITH AS 1664.
11. ALL WELDS TO BE 5mm CFW, ALL BUTT WELDS TO BE FULL PENETRATION.
900
12. ALUMINIUM EXTRUSION GRADE 6351-T5
13. ALUMINIUM PLATE GRADE 5083 H321
14. FABRICATION TOLERANCE 5mm
15. ALL BOLTS AND FITTINGS TO BE SS316 28- 6 SS LIGS @ 300 CTRS 8950 900
30 COVER
1x STANDARD MARINA CLEATS 9850
PROVIDE 3 EXTRA 3-MB12-50 TRIMMER BARS, EACH SIDE OF REBATE,
TOP AND BOTTOM. EXTEND 12 BARS 800 PAST CORNER.
PROVIDE EXTRA 2-MB12-50 x 1000 LONG DIAGONAL BARS AT RE-ENTRANT CORNER.
PLAN
335 335
A
8 GFRP BAR 150 EACH WAY A
ON PONTOON PERIMETER
30 MIN COVER FRONT ELEVATION
2x M12 SS L BOLTS
2000
HDPE SHEET LAPPED 200mm MIN
2x 8 GFRP BARS
INTO CONCRETE AND SECURED 8 GFRP BAR 150 EACH WAY.
TOP OF ALL BEAMS
WITH HDPE STRAPS & PEGS INTO FOAM 30 MIN COVER
UNDER MESH
100
125
12x400 LG SS ROD
WELDED TO L BOLTS
350
STANDARD CLEAT
300
750
2x M16 SS L BOLTS
625
M12x75 SS DYNA BOLT
6 SS LIGS @ 300 CTRS
30 COVER
3x 12 GFRP BARS
HDPE SKIN
335 1080 120 335 12x400 LG SS ROD
WELDED TO L BOLTS
1874 MARINA CLEAT 350
SCALE 1 : 10
SECTION A-A
SCALE: 1 :15
ISSUE FOR CONSTRUCTION
EST. WEIGHT N/A
TITLE:
CRICHTON EDGE SURVEY DATA CLIENT:
O BOAT HIRE, 22 GYMPIE TERRACE PONTOON P3D
CONSULTING ENGINEERS
P.O. BOX 6148
AS 1100 NOOSAVILLE
0 ISSUE FOR CONSTRUCTION KJ 2/11/2021 MK WOOLLONGABBA DATUM PROJECT:
PROPOSED FINGER PONTOONS &
QLD 4102
CONSTRUCTION DETAILS
B FOR APPROVAL KJ 18/10/2021 MK PH: +61 7 3367 3570
HORIZ. CATWALKS
GRID
A PRELIMINARY KJ 11/10/2021 ABN: 66 099 997 985 Email: [email protected] HEIGHT
CONTRACT No:
SHEET: 1 OF 2 SCALE: 1 :50 SHEET SIZE: A3
PHONE: 1300 133 155 ORIGIN DRN:
REVISED CHKD R.P.E.Q. DATE 18 RON PARKINSON CRS, CORBOULD PARK
KJ CKD:
JB APPD: ML JOB No: DRG No: REV:
REV DESCRIPTION DATE APPD SURVEY
BY 5496 2/11/2021 QLD AUSTRALIA 4551 BOOKS 11/10/2021 18/10/2021 18/10/2021 34680-P3D-1 0
Section 22
NOTES:
FLOTATION TO COMPRISE OF GRADE SL EXPANDED
POLYSTYRENE FOAM WITH APPROVED PROTECTIVE
COATING. THE APPROVED PROTECTIVE COATING FOR THE
PONTOON WILL FORM AN IMPERVIOUS BARRIER TO WATER
& MARINE ORGANISMS; AND IS SUITABLE FOR THE MARINE
ENVIRONMENT.
9720
335 9050 335
970
1870
900
ISOMETRIC
335 8150 335
8820 900
PLAN
B
621
R50
B
FRONT ELEVATION
335 120 960 120 335
25 X 45
298
FOAM WRAPPING INSPECTION
621
WRAPPED AS PER PLAN
WELDED AS PER SPECIFICATION
1870 NAME:
SECTION B-B SIGNATURE:
SCALE: 1 : 25
DATE:
ISSUE FOR CONSTRUCTION
TITLE:
CRICHTON EDGE SURVEY DATA CLIENT:
O BOAT HIRE, 22 GYMPIE TERRACE PONTOON P3D
CONSULTING ENGINEERS
P.O. BOX 6148
AS 1100 NOOSAVILLE
0 ISSUE FOR CONSTRUCTION KJ 2/11/2021 MK WOOLLONGABBA DATUM PROJECT:
PROPOSED FINGER PONTOONS &
QLD 4102
FOAM DETAILS
B FOR APPROVAL KJ 18/10/2021 MK PH: +61 7 3367 3570
HORIZ. CATWALKS
GRID
A PRELIMINARY KJ 11/10/2021 ABN: 66 099 997 985 Email: [email protected] HEIGHT
CONTRACT No:
SHEET: 2 OF 2 SCALE: 1 : 50 SHEET SIZE: A3
PHONE: 1300 133 155 ORIGIN DRN:
REVISED CHKD R.P.E.Q. DATE 18 RON PARKINSON CRS, CORBOULD PARK
KJ CKD:
JB APPD: ML JOB No: DRG No: REV:
REV DESCRIPTION DATE APPD SURVEY
BY 5496 2/11/2021 QLD AUSTRALIA 4551 BOOKS 11/10/2021 18/10/2021 18/10/2021 34680-P3D-2 0
Section 23
NOTES
1. ALL CONCRETE WORK TO COMPLY WITH AS3600. 12- 6 SS LIGS @ 300 CTRS
2. ALL CONCRETE TO BE 50 MPa (GRADE S50/10). 30 COVER
3. ALL TRAFFICABLE SURFACES TO HAVE A COARSE BROOMED FINISH TO WITHIN 4000
25mm OF ALL EDGES.
4. ALL PONTOON REINFORCING TO BE FIBRE REINFORCED POLYMER (FRP) AND
STAINLESS STEEL, AUSTENITIC GRADE 316/316L FOR BARS 6 TO 16.
5. COVER OF REINFORCEMENT TO BE 30mm MIN. TO FRP BARS AND 30mm TO S.S
BARS.
6. ALL 8 BAR LAPS TO BE 320mm. ALL 12 BAR LAPS TO BE 480mm.
7. MATEEN BAR IS DENOTED AS "MB" ON THIS DRAWING OR APPROVED
2000
EQUIVALENT.
8. ID PLATE TO BE SECURED TO POTOONS.
9. SURFACE OF ALUMINIUM IN CONTACT WITH CONCRETE TO BE COASTED WITH
GALVALINK PRIMER OR EQUIVALENT.
10. ALL ALUMINIUM WORK TO COMPLY WITH AS 1664.
11. ALL WELDS TO BE 5mm CFW, ALL BUTT WELDS TO BE FULL PENETRATION.
12. ALUMINIUM EXTRUSION GRADE 6351-T5
13. ALUMINIUM PLATE GRADE 5083 H321
14. FABRICATION TOLERANCE 5mm
15. ALL BOLTS AND FITTINGS TO BE SS316
300 1700 1700 300
3x STANDARD CLEATS
PLAN
565 335
A
A
8 GFRP BAR 150 EACH WAY
ON PONTOON PERIMETER FRONT ELEVATION 2x M12 SS L BOLTS
30 MIN COVER
2000
2x 8 GFRP BARS
TOP OF ALL BEAMS 8 GFRP BAR 150 EACH WAY.
UNDER MESH 30 MIN COVER
HDPE SHEET LAPPED 200mm MIN 100
INTO CONCRETE AND SECURED
WITH HDPE STRAPS & PEGS INTO FOAM
125
12x400 LG SS ROD
WELDED TO L BOLTS
STANDARD CLEAT
350
300
750
625
6 SS LIGS @ 300 CTRS
30 COVER
3x 12 GFRP BARS
HDPE SKIN
335 120 960 120 335
1874
SECTION A-A
SCALE: 1 :15
ISSUE FOR CONSTRUCTION
EST. WEIGHT N/A
TITLE:
CRICHTON EDGE SURVEY DATA CLIENT:
O BOAT HIRE, 22 GYMPIE TERRACE PONTOON P3E
CONSULTING ENGINEERS
P.O. BOX 6148
AS 1100 NOOSAVILLE
0 ISSUE FOR CONSTRUCTION KJ 2/11/2021 MK WOOLLONGABBA DATUM PROJECT:
PROPOSED FINGER PONTOONS &
QLD 4102
CONSTRUCTION DETAILS
B FOR APPROVAL KJ 18/10/2021 ML PH: +61 7 3367 3570
HORIZ. CATWALKS
GRID
A PRELIMINARY KJ 11/10/2021 ABN: 66 099 997 985 Email: [email protected] HEIGHT
CONTRACT No:
SHEET: 1 OF 2 SCALE: 1 :50 SHEET SIZE: A3
PHONE: 1300 133 155 ORIGIN DRN:
REVISED CHKD R.P.E.Q. DATE 18 RON PARKINSON CRS, CORBOULD PARK
KJ CKD:
JB APPD: MK JOB No: DRG No: REV:
REV DESCRIPTION DATE APPD SURVEY
BY 5496 2/11/2021 QLD AUSTRALIA 4551 BOOKS 18/10/2021 18/10/2021 18/10/2021 34680-P3E-1 0
Section 24
NOTES:
FLOTATION TO COMPRISE OF GRADE SL EXPANDED
POLYSTYRENE FOAM WITH APPROVED PROTECTIVE
COATING. THE APPROVED PROTECTIVE COATING FOR THE
PONTOON WILL FORM AN IMPERVIOUS BARRIER TO WATER
& MARINE ORGANISMS; AND IS SUITABLE FOR THE MARINE
ENVIRONMENT.
10870
335 10200 335
1870
1235 9300 335
ISOMETRIC
PLAN
B
621
R50
B
FRONT ELEVATION
335 120 960 120 335
25 X 45
298
FOAM WRAPPING INSPECTION
621
WRAPPED AS PER PLAN
WELDED AS PER SPECIFICATION
1870 NAME:
SECTION B-B SIGNATURE:
SCALE: 1 : 25
DATE:
ISSUE FOR CONSTRUCTION
TITLE:
CRICHTON EDGE SURVEY DATA CLIENT:
O BOAT HIRE, 22 GYMPIE TERRACE PONTOON P3A
CONSULTING ENGINEERS
P.O. BOX 6148
AS 1100 NOOSAVILLE
0 ISSUE FOR CONSTRUCTION KJ 2/11/2021 MK WOOLLONGABBA DATUM PROJECT:
PROPOSED FINGER PONTOONS &
QLD 4102
FOAM DETAILS
B FOR APPROVAL KJ 18/10/2021 ML PH: +61 7 3367 3570
HORIZ. CATWALKS
GRID
A PRELIMINARY KJ 11/10/2021 ABN: 66 099 997 985 Email: [email protected] HEIGHT
CONTRACT No:
SHEET: 2 OF 2 SCALE: 1 : 50 SHEET SIZE: A3
PHONE: 1300 133 155 ORIGIN DRN:
REVISED CHKD R.P.E.Q. DATE 18 RON PARKINSON CRS, CORBOULD PARK
KJ CKD:
JB APPD: MK JOB No: DRG No: REV:
REV DESCRIPTION DATE APPD SURVEY
BY 5496 2/11/2021 QLD AUSTRALIA 4551 BOOKS 18/10/2021 18/10/2021 18/10/2021 34680-P3E-2 0
Section 25
PARTS LIST
ITEM ITEM QTY PART NUMBER DESCRIPTION MATERIAL MASS
8 9 10 1 1 34680-PB400-CC-001 CORNER BRACKET 18.729 kg
2 1 34680-PB400-CC-002 CORNER BRACKET 2 2.231 kg
3 1 6090-PR-A400 8 ROLLER BRACKET TO SUIT 400 SLEEVE 11.356 kg
3
4 1 34680-PB400-CC-P06-001 6mm CHEQUER PLATE ALUMINIUM 5083 H321 4.424 kg
5 1 34680-PB400-CC-P06-002 6mm CHEQUER PLATE ALUMINIUM 5083 H321 4.928 kg
6 8 M20-20 M20 TRACK BOLT SS 316 0.426 kg
7 11 M1230CSKSS M12 x 30 CSK HD SS A4-70 0.036 kg
8 16 M12.HB.40.A470 M12 x 40 HEX HD BOLT GR A4-70 A4-70 0.061 kg
9 40 M12WSS M12 WASHER SS A4-70 0.008 kg
10 24 M12-A4-70 M12 NUT GRADE A4-70 A4-70 0.018 kg
7
5
9 10
4
900
150
6
1
ISOMETRIC
450
2
520
590
900
450
ISOMETRIC
450 450
PLAN
ISSUE FOR CONSTRUCTION
EST. WEIGHT N/A
TITLE:
CRICHTON EDGE SURVEY DATA CLIENT:
O BOAT HIRE, 222 GYMPIE TERRACE PILE BRACKET B1
CONSULTING ENGINEERS
P.O. BOX 6148
AS 1100 NOOSAVILLE
0 ISSUE FOR CONSTRUCTION KJ 2/11/2021 MK WOOLLONGABBA DATUM PROJECT:
PROPOSED FINGER PONTOONS AND
QLD 4102
GENERAL ARRANGEMENT
B FOR APPROVAL KJ 18/10/2021 ML PH: +61 7 3367 3570
HORIZ. CATWALKS
GRID
A PRELIMINARY KJ 12/10/2021 ABN: 66 099 997 985 Email: [email protected] HEIGHT
CONTRACT No:
SHEET: 1 OF 4 SCALE: 1 : 10 SHEET SIZE: A3
PHONE: 1300 133 155 ORIGIN DRN:
REVISED CHKD R.P.E.Q. DATE 18 RON PARKINSON CRS, CORBOULD PARK
KJ CKD:
JB APPD: MK JOB No: DRG No: REV:
REV DESCRIPTION DATE APPD SURVEY
BY 5496 2/11/2021 QLD AUSTRALIA 4551 BOOKS 12/10/2021 18/10/2021 18/10/2021 34680-B1-1 0
Section 26
PARTS LIST
ITEM ITEM QTY UNIT QTY PART NUMBER DESCRIPTION MATERIAL MASS
1 1 900.000 mm 34680-PB400-CC-305-002 JSP-305 ALUMINIUM 6351 T5 7.766 kg
2 1 900.000 mm 34680-PB400-CC-305-001 JSP-305 ALUMINIUM 6351 T5 7.766 kg
3 2 1 34680-PB400-CC-P16-001 PL 16mm ALUMINIUM 5083 H321 1.074 kg
4 3 1 34680-PB400-CC-P10-001 PL 10mm ALUMINIUM 5083 H321 0.133 kg
5 3 1 34680-PB400-CC-P10-002 PL 10mm ALUMINIUM 5083 H321 0.129 kg
6 1 120.000 mm 34680-PB400-CC-A50-001 EA 50x50x6 Aluminum 6351 0.176 kg
7 1 60.000 mm 34680-PB400-CC-A50-002 EA 50x50x6 Aluminum 6351 0.088 kg
900
420 60 420
100
14 THRU 22 THRU
JSP-305
5
25
100
85
200
200
EA 50x50x6 30 60 30 2x 14 THRU
75
450
120 1 2
40
PL 10mm
130
20 PL 16mm
EA 50x50x6 16
900
4
60
6
7
14 THRU
5 5
450
JSP-305
3 3
ISOMETRIC
PLAN SIDE VIEW
FRONT VIEW
ISSUE FOR CONSTRUCTION
TITLE:
CRICHTON EDGE SURVEY DATA CLIENT:
O BOAT HIRE, 222 GYMPIE TERRACE PILE BRACKET B1
CONSULTING ENGINEERS
P.O. BOX 6148
AS 1100 NOOSAVILLE
0 ISSUE FOR CONSTRUCTION KJ 2/11/2021 MK WOOLLONGABBA DATUM PROJECT:
PROPOSED FINGER PONTOONS AND
QLD 4102
CORNER BRACKET
B FOR APPROVAL KJ 18/10/2021 ML PH: +61 7 3367 3570
HORIZ. CATWALKS
GRID
A PRELIMINARY KJ 12/10/2021 ABN: 66 099 997 985 Email: [email protected] HEIGHT
CONTRACT No:
SHEET: 2 OF 4 SCALE: 1 : 10 SHEET SIZE: A3
PHONE: 1300 133 155 ORIGIN DRN:
REVISED CHKD R.P.E.Q. DATE 18 RON PARKINSON CRS, CORBOULD PARK
KJ CKD:
JB APPD: MK JOB No: DRG No: REV:
REV DESCRIPTION DATE APPD SURVEY
BY 5496 2/11/2021 QLD AUSTRALIA 4551 BOOKS 12/10/2021 18/10/2021 18/10/2021 34680-B1-2 0
Section 27
PARTS LIST
ITEM ITEM QTY UNIT QTY PART NUMBER DESCRIPTION MATERIAL MASS
1 1 510.000 mm 34680-PB400-CC-009-002 UA 100x50x6 ALUMINIUM 6351 T5 1.149 kg
2 1 480.000 mm 34680-PB400-CC-009-001 UA 100x50x6 ALUMINIUM 6351 T5 1.082 kg
150 285 75 2x 22 THRU
35
65
TOP VIEW
2 1
510
80 340 60 30
35 65
20 30
75
110
UA 100x50x6 3x 14 THRU
ISOMETRIC
UA 100x50x6
330
480
340
2x 14 THRU
75
30
SIDE VIEW 2x 22 THRU 30 20 ISOMETRIC
ISSUE FOR CONSTRUCTION
TITLE:
CRICHTON EDGE SURVEY DATA CLIENT:
O BOAT HIRE, 222 GYMPIE TERRACE PILE BRACKET B1
CONSULTING ENGINEERS
P.O. BOX 6148
AS 1100 NOOSAVILLE
0 ISSUE FOR CONSTRUCTION KJ 2/11/2021 MK WOOLLONGABBA DATUM PROJECT:
PROPOSED FINGER PONTOONS AND
QLD 4102
CORNER BRACKET 2
B FOR APPROVAL KJ 18/10/2021 ML PH: +61 7 3367 3570
HORIZ. CATWALKS
GRID
A PRELIMINARY KJ 12/10/2021 ABN: 66 099 997 985 Email: [email protected] HEIGHT
CONTRACT No:
SHEET: 3 OF 4 SCALE: 1:5 SHEET SIZE: A3
PHONE: 1300 133 155 ORIGIN DRN:
REVISED CHKD R.P.E.Q. DATE 18 RON PARKINSON CRS, CORBOULD PARK
KJ CKD:
JB APPD: MK JOB No: DRG No: REV:
REV DESCRIPTION DATE APPD SURVEY
BY 5496 2/11/2021 QLD AUSTRALIA 4551 BOOKS 12/10/2021 18/10/2021 18/10/2021 34680-B1-3 0
The text continues on section 28.