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2211-31930 SRA - Approved Plans and Documents
Attached to the e-mail OPW22/0251 - SRA application correspondence.
Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn 100x8 GR316 STAINLESS STEEL ANGLE WITH 300
2M12 A4-70 BOLTS TO TIMBER AND 2M12 DECKING TO CLIENT 410x75x6 PL GR316 STAINLESS STEEL
STAINLESS STEEL ANKASCREWS TO CONCRETE CLEAT SLOTTED THROUGH POST
SPECIFICATIONS
WITH 2M12 A4-70 BOLTS
500Wx300D GROUND TIE 3R16-250 HDG DOWELS 400 RAMP SLAB DEPTH = TOP OF JETTY
RL - TOP OF RW1 RL (TBC)
100 40
STAINLESS STEEL JOIST STAINLESS STEEL BEAM LONG GREASE ONE END
HANGER AND NAILS TYP TRIPLE GRIPS AND SL72 MESH TOP SL72 MESH TOP & BTM N12 TRIMMER TYP
EXISTING GR NAILS TYP
OUND LEVEL
60
TOP OF WALL RL = 0.84m (AHD)
FULL ENCAPSULATION WITH DJ1 2N12 TRIMMERS
BIDUM A34 GEOFABRIC OR PP1 4mm FC SHUTTER
200
DB1 3N16 TOP
EQUIVALENT 75x75x6 GR316 STAINLESS STEEL PL ANCHOR
3N16-125 STARTER BARS
2
DB
75mm COVER
CHEMSET TO EXISTING REVETMENT WALL
40MPa CONCRETE
H.A.T. RL = 0.55m (AHD)
MIN
200
SECTION
150 MIN
DEMO
300
SL82 MESH CENTRAL
500
LOCALLY SAWCUT AND BREAKOUT
3N16 BTM 500x500 OPENING FOR TIE BEAM 3N16 TOP
N12-250 CLOSED TIES CONNECTION 3N16-100 STARTERS
120 THICK MIN NEW WALL FACE 500 LEGS TYP
3N16 STARTERS 2N12 x 1200L HORIZONTAL
500 LEGS TYP STARTER BARS FOR RW CAP BEAM
R8-250 HELIX
R8-250 HELIX
4N12 MAIN BARS
600
300
4N12 MAIN BARS
FOUND ON MEDIUM DENSE
SAND 200kPa MIN
3N16
100
SECTION B
400
SCALE 1 : 10 S020
FOUND ON MEDIUM DENSE
SAND 200kPa MIN
SECTION A
SCALE 1 : 10 S020
100mm 0 100 200 300 400
NOT FOR CONSTRUCTION 1 :10
© THIS DRAWING IS PROTECTED ASSOCIATED CONSULTANTS PROJECT DRAWING TITLE
UNDER COPYRIGHT IN
ACCORDANCE WITH
AGREEMENT BETWEEN LONG
CATALINA JETTY REVETMENT SECTIONS AND DETAILS
VIEW CONSULTING ENGINEERS
Pty. Ltd. AND THE CLIENT AS
172 GYMPIE TERRACE, NOOSAVILLE
NAMED HEREIN. EXCLUSIVE
REVISIONS
USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE
PROJECT. THIS DRAWING SHALL DRAWN CHECKED APPROVED DATE SCALE BAR DRAWING SCALES DRAWING SIZE
NOT BE CONSTRUCTED UNLESS 2 INFORMATION ISSUE P2 FJM CLIENT FJM FJM MAY 2022 1 : 10 A1 ORIGINAL
DESCRIBED AS "CONSTRUCTION
ISSUE". 1 INFORMATION ISSUE P1 FJM NOOSA JETTY SERVICES DESIGNED CHECKED RPEQ / Cert. PROJECT NUMBER DRAWING NUMBER REVISION
No. DESCRIPTION REV. APP. FJM FJM 19951 21.024 S030 P2
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