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2211-31930 SRA - Approved Plans and Documents
Attached to the e-mail OPW22/0251 - SRA application correspondence.
Plans and drawings
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S030
A
500
S030
1400
RW
P1
1
DEMOLISH EXISTING ACCESS RAMP
P1
AND EXTEND RW1 TO LOT BOUNDARY.
1
BP
GB1
RW1 TERMINATION DESIGN TBC IN
P1
CONSULTATION WITH COUNCIL
GB1
TIE SLAB UNDER WITH RAMP
P1
1
SLAB OVER. REFER SECTION
BP
100
GB1
ET1 TO PERIMETER TYP
1
P1
BP
GB1
200
1
BP
14.0m 268° 46' 0M
AX
TYP
1000 REFER PART PLAN BELOW
FOR DECKING FRAMING
EMBANKMENT RETENTION AND STABILIZATION AT TERMINATION
OF THE PROPOSED REVETMENT WORKS SHALL BE INSTALLED IN
CONSULTATION WITH COUNCIL, USING COUNCIL'S NOMINATED
METHOD AS APPLIED TO THE ADJACENT ZONES OF RIVERBANK
TREATMENT.
178° 46'
6.3 3°
65 46'
31
8.0m
m
5.5m
268° 46'
GENERAL ARRANGEMENT PLAN
SCALE 1 : 50
DJ1
NOTES SCHEDULE OF ELEMENTS:
DJ1
PP1
DJ1
PP1
1. GROUND LEVEL PLAN TO BE READ IN CONJUNCTION WITH THE GEOTECHNICAL .........
RW1 NEW REVETMENT WALL REFER SECTION
DJ1
INVESTIGATION REPORT No.XXXXXX DATED XX XXX AND PREPARED
DJ1
BY XXXXXX GB1 ......... 500W x 300D GROUND TIE BEAM DB1
DJ1
2. REFER ARCHITECTURAL DRAWINGS FOR ALL FLOOR FINISHES AND DETAILS TO ALL
REBATES, STEPS, SETDOWNS AND FALLS ETC. AS WELL AS DRAINAGE PIT DETAILS BP1 ......... Ø300x3000 PVC LINED BORED PIER
DJ1
AND SETOUT.
DJ1
ET1 ......... 200D x 250W SLAB EDGE THICKENING
3. SLAB ON GROUND TO BE CAST ONTO MIN 200um VISQUEEN AND 50mm BEDDING
DJ1
SAND. JOINTS TO BE LAPPED AND TAPED TO ARCHITECTURAL DETAILS.
100 ......... 100 THICK SLAB. SL72 MESH TOP
4. PROVIDE 250 WIDE x 200 DEEP EDGE THICKENING TO CONCRETE SLABS ON GROUND
DJ1
LESS THAN 150mm THICK, WHERE THE SLAB DOES NOT FOUND ON TO A FOOTING DB2
SYSTEM TYP UNO. POSTS 1
DJ
5. PROVIDE 1 N12 TRIMMER BAR TOP TO ALL SLAB EDGES TYPICAL UNO. ALL RE-
ENTRANT CORNERS TO HAVE 2 N12 TRIMMER BARS 1200 LG PLACED TOP AND MARK SIZE DESCRIPTION COMMENTS
BOTTOM UNO. P1 100x100 F14 HWD. TIMBER POST
6. ALL COMPACTED FILL SHALL BE CBR 15 SELECT FILL PLACED IN LAYERS NOT
EXCEEDING 200mm THICK AND COMPACTED TO 98% (MODIFIED).
7. REFER STANDARD NOTES ON DRG S001 FOR CONCRETE STRENGTHS, COVERS, BAR DECK FRAMING
LAP LENGTHS, BEARING CAPACITIES ETC. MARK
DB1
SIZE
125x50 UNS F14 HWD.
DESCRIPTION
DECK BEAM
COMMENTS DECKING FRAMING PART PLAN
LEGEND: DB2 175x50 UNS F14 HWD. DECK BEAM
DJ1 50x35 UNS F14 HWD. DECK JOIST AT 450 MAX CRS
......... DENOTES SOIL STABILIZATION AND INFULTRATION CONTROL USING PP1 75x38 UNS F14 HWD. POLE PLATE FIXED TO CONCRETE WITH M10 STAINLESS
PU RESIN INJECTION GROUT. REFER TO SPECFICIATION
CEMENTITIOUS STEEL ANKASCREWS AT 450 MAX CRS
......... DENOTES REVETMENT WALL CONVENTIONAL 20mm AGG BACKFILL
500mm 0 500 1000 1500 2000
NOT FOR CONSTRUCTION 1 :50
© THIS DRAWING IS PROTECTED ASSOCIATED CONSULTANTS PROJECT DRAWING TITLE
UNDER COPYRIGHT IN
ACCORDANCE WITH
AGREEMENT BETWEEN LONG
CATALINA JETTY REVETMENT GENERAL ARRANGEMENT PLAN AND DETAILS
VIEW CONSULTING ENGINEERS
Pty. Ltd. AND THE CLIENT AS
172 GYMPIE TERRACE, NOOSAVILLE
NAMED HEREIN. EXCLUSIVE
REVISIONS
USE IS GRANTED UNDER THE 3 INFORMATION ISSUE P3 FJM
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 JANMAY
20232022 As indicated 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 S020 P3
P2
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