Council archive · source document
Appendix 3- Engineering Drawings · MCU17/0027
Attached to the e-mail Engineering plans, Landscape Plan and Response to Code (Email 2 of 2) MCU17/0027 & OPW17/0119.
PROPOSED HOUSE
AT 27 & 29 GRANT ST, NOOSA HEADS
FOR G & M ROBERTSON
JOB No. 1537
SCHEDULE OF DRAWINGS
1537-R01 Locality Plan and Schedule of Drawings
1537-R02 Access Driveway, Stormwater and Sewer Plan
1537-R03 Earthworks and Erosion Sediment Plan
1537-R04 Car Turning Templates
1537-ST01 Retaining Walls Layout Plan
1537-ST02 Retaining Walls Section Details - Sheet 1 of 3
1537-ST03 Retaining Walls Section Details - Sheet 2 of 3
1537-ST04 Retaining Walls Section Details - Sheet 3 of 3
1537-ST05 Driveway Slab Layout & Slab Joint Plan
SUBJECT SITE
PROPERTY DESCRIPTION
Lot 4 on SP230068
Lot 6 on SP179879
LOCALITY PLAN
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD SCALE APPROVED
1537
1 24.03.17 APPROVAL ISSUE JG CL
DATUM AHD SHEET: OF
DESIGN DK
................. 1 5
Director: PETER BARLOW DRAWING TITLE: DRAWING NUMBER REV
DRAWN JG
(RPEQ 1330)
DESIGN CHECK PB
DRAWING STATUS
07 5443 8285
R01 1
[email protected] www.barlowshelley.com.au
This drawing is not to be copied or amended without written permission from
DATE 20-03-17 Barlow Shelley Consulting Engineers
FOR APPROVAL PO Box 899, Maroochydore,4558 ABN 89 215 591 077
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Page 2
t
t
18
t
G
R
AN
t
T
S
t
17 LEGEND
T
D D EXISTING STORMWATER
t
EXISTING SEWER MAIN
EXISTING WATERMAIN
t
EXISTING WATER METERS EXISTING ENERGEX - UNDERGROUND
16 t t EXISTING TELSTRA
t
PROPOSED HOUSE
t
EX
IST
IN
PROPOSED CONCRETE DRIVEWAY
G
Ke
t
EL
rb
EC t
&
15
TR
Gu
IC
ITY
tte
EX
r
REFER STRUCTURAL
IST
DRAWINGS FOR DRIVEWAY
ING
EX
t I ST
CONSTRUCTION DETAILS
WA
IN
TE
G
TE
R
t ST
PIP
L
14
E
RA
2%
t
PROPOSED HOUSE
5%
FFL14.400
t
EXISTING STORMWATER PIT
TO BE REMOVED.
13
t
SEWER MANHOLE TO BE
RAISED TO NEW DRIVEWAY
t
LEVEL. LID CHANGED TO
%
TRAFFICABLE LID.
15.2
EX SL: 12.36
t
NEW SL: 12.80
t
JOIN NEW DRIVEWAY
12
SMOOTHLY TO EXISTING
16%
2%
1.0%
PROPOSED GRATED
STORMWATER DRAIN. 5%
CONNECT INTO EXISTING
PIT.
11.5%
1.0%
DRAIN TO BOTTOM OF
RETAINING WALL AS PER
KERB TO TOP OF
12
LANDSCAPE DRAWINGS
RETAINING WALL TO
DIRECT FLOWS INTO
EXISTING HCB
EXISTING PIT
EXISTING STORMWATER
PIPE TO BE REMOVED TO
NEXT PIT.
HOUSE PLUMBING
INDICATIVE ONLY. REFER NOTE:
TO PLUMBER FOR DETAILS REFER IPWEA STD DRAWING RS-050
FOR NOTES.
STORMWATER PIPE FOR
HOUSE CONNECTION
IL 11.32
EXISTING HCB NOTE:
12 DRIVEWAY GRADE AS PER AS/NZS
2890.1. SECTION 2.6 - DESIGN OF
DOMESTIC DRIVEWAYS.
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD SCALE APPROVED
1537
1 24.03.17 APPROVAL ISSUE JG CL
DATUM AHD SHEET: OF
DESIGN DK 0 2 4 6 8 10m
................. 2 5
Director: PETER BARLOW DRAWING TITLE: DRAWING NUMBER REV
DRAWN JG
(RPEQ 1330)
DESIGN CHECK PB SCALE 1:200 A3
DRAWING STATUS
07 5443 8285
R02 1
[email protected] www.barlowshelley.com.au
This drawing is not to be copied or amended without written permission from
DATE 20-03-17 Barlow Shelley Consulting Engineers
FOR APPROVAL PO Box 899, Maroochydore,4558 ABN 89 215 591 077
Page 3
5
.1
20
t
LEGEND
t
D D EXISTING STORMWATER
18
X
EXISTING SEWER MAIN
t
EXISTING WATERMAIN
EXISTING ENERGEX - UNDERGROUND
t
X
t t EXISTING TELSTRA
X XSF PROPOSED SEDIMENT FENCING
t
17
X
REFER LANDSCAPE
PP PROPOSED INLET PROTECTION
t
DRAWINGS FOR EXACT
LEVELS AND STRUCTURAL
X
ENGINEERS DRAWINGS TOP OF RETAINING WALLS (REFER LANDSCAPE AND STRUCTURAL
t
FOR RETAINING WALL BOTTOM OF RETAINING WALLS ENGINEERS DRAWINGS FOR DETAILS)
DETAILS
X
16 PROPOSED EARTHWORKS CUT
t
PROPOSED EARTHWORKS FILL
X
t
Ke
t
X
rb
&
15 GEOTEXTILE FABRIC TO
Gu
t
tte
BE WRAPPED OVER
r
X
GRATE AND SECURED
UNDER AS SHOWN
t
GARAGE
FFL14.400 FSL
X
t
14 SF
ALLOTMENT
X
t
PIT
t
X
FIELD INLET PROTECTION PP
SCALE 1:20
13
t
X
t
3.0m MAX 3.0m MAX F42 GEOFABRIC
X
SPILL THRU WEIR FABRIC (TO AS 1304)
t
X (IF REQUIRED)
CONSTRUCTION
ENTRY/EXIT
GARAGE
300
X
FFL14.400 X
600 200
t
GROUND LEVEL
12
X
600
X POSTS OR STEEL PICKETS
CE SEDIMENT FENCE SF DRIVEN 600mm INTO
X SF GROUND
SCALE 1:100
X
X PP SEDIMENT & EROSION CONTROL PROGRAM
X X X
SF X OBJECTIVE/TARGET THE CONTRACTOR MUST COMPLY WITH ALL STATUTORY
REGULATIONS AND MAINTAIN THEM DURING EARTHWORKS/
X CONSTRUCTION. ALL PROVISIONS AND SPECIFICATIONS
X
OUTLINED WITH THE APPROVED ENVIRONMENTAL
MANAGEMENT PLAN MUST BE ADHERED TO, ALONG WITH
12
X ALL EROSION AND SEDIMENT CONTROL MEASURES
PRESCRIBED WITHIN THESE DRAWINGS BY THE
EL NT
X
PHASING OF WORKS NN ME
SITE ENGINEER
HA
&C IGN
X
RB Y AL MANAGEMENT THE SITE FOREMAN IS TO IDENTIFY AND CHECK THE
PROVIDE SITE FACILITIES NEAR ENTRANCE, IF REQUIRED KE 15 RT STRATEGY DIRECTION OF STORMWATER FLOWS AS SHOWN ON PLAN.
X
MIN m E
X OP PROVIDE BARRIERS AND OTHER MEASURES SHOWN ON
CONSTRUCT 'NO-GO- FENCING TO ALL VEGETATION PROTECTION AREAS PR BERM (300mm MIN HEIGHT)
PLAN TO PREVENT STORMWATER FLOWS OVER
EMBANKMENTS, AND SEDIMENT INTO GULLY PITS
CLEAR VEGETATION AND RETAIN MULCH FOR SITE USE. DO NOT STRIP TOPSOIL. NOMINALLY 200mm
X RUN-OFF FROM PAD
X
ERECT SEDIMENT FENCING WITH PROGRESSIVE STRIPPING OF TOPSOIL (SF-01) SF TASKS / ACTIONS ERECT SEDIMENTATION BARRIERS AS DETAILED.
STRATEGICALLY PLACE CHECK DAMS
COMPLETE EARTHWORKS AND PROGRESSIVELY STABILISE WITH MULCH/LANDSCAPING
PP X SF AROUND GULLY PITS
DE-ESTABLISH WORK EQUIPMENT AND FACILITIES.
X
GEOTEXTILE FABRIC PERFORMANCE THE SITE FOREMAN IS TO CHECK FOR EROSION AND
ERECT 'NO-GO' FENCING AROUND COMPLETED WORKS TO PROHIBIT ACCESS. X INDICATORS SEDIMENT FLOWS AT THE BASE OF EMBANKMENTS AFTER
BIDUM U34 OR
SIMILAR 3m SIGNIFICANT RAINFALL AND SHOULD ASCERTAIN THE
MIN WORKING EFFECTIVENESS OF CHECK DAMS DURING
X
X THIS WET WEATHER
UNBOUND PAVEMENT MATERIAL (GRAVEL)
FREQUENCY / SITE FOREMAN TO MONITOR PERFORMANCE AFTER
X TO GRADING 'B', TABLE 9 OF QUEENSLAND DEADLINE EVERY HEAVY DOWNFALL
X
TRANSPORT SPECIFICATION MRSS11.04 -
NOTE: EXCLUDE MATERIAL FINER THAN AS SIEVE RESPONSIBILITY THE SITE FOREMAN IS RESPONSIBLE FOR ALL INSPECTIONS
CUT/FILL SHADING TO FINISHED
X
12 2.36mm REPORTING REVIEW SITE WORKMEN ARE TO ADVISE THE FOREMAN IF ANY
SURFACE LEVEL. TEMPORARY CONSTRUCTION ENTRY / EXIT CE SEDIMENT & EROSION CONTROL DEVICES ARE FAILING
N.T.S. CORRECTIVE ACTIONS THE SITE FOREMAN IS TO REPORT AND ORDER THROUGH
SUPERVISOR, EXTRA BARRIER OR CHECK DAMS AS
REQUIRED
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD SCALE APPROVED
1537
1 24.03.17 APPROVAL ISSUE JG CL
DATUM AHD SHEET: OF
DESIGN DK 0 15 30 45 60 75m
................. 3 5
Director: PETER BARLOW DRAWING TITLE: DRAWING NUMBER REV
DRAWN JG
(RPEQ 1330)
DESIGN CHECK PB SCALE 1:1500 A3
DRAWING STATUS
07 5443 8285
R03 1
[email protected] www.barlowshelley.com.au
This drawing is not to be copied or amended without written permission from
DATE 20-03-17 Barlow Shelley Consulting Engineers
FOR APPROVAL PO Box 899, Maroochydore,4558 ABN 89 215 591 077
Page 4
t
4.90
1.10 2.80
B85 meters
Width : 1.94
Track : 1.77
Lock to Lock Time : 6.0
Steering Angle : 30.0
B85 PASSENGER VEHICLE
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD SCALE APPROVED
1537
1 24.03.17 APPROVAL ISSUE JG CL
DATUM AHD SHEET: OF
DESIGN DK 0 15 30 45 60 75m
................. 4 5
Director: PETER BARLOW DRAWING TITLE: DRAWING NUMBER REV
DRAWN JG
(RPEQ 1330)
DESIGN CHECK PB SCALE 1:1500 A3
DRAWING STATUS
07 5443 8285
R04 1
[email protected] www.barlowshelley.com.au
This drawing is not to be copied or amended without written permission from
DATE 20-03-17 Barlow Shelley Consulting Engineers
FOR APPROVAL PO Box 899, Maroochydore,4558 ABN 89 215 591 077
Page 5
CONCRETE NOTES:
C1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF
THE RELEVANT CURRENT AUSTRALIAN STANDARD CODES (AS3600, AS2870 & AS1379), BUILDING
BY-LAWS AND THE ORDINANCES OF THE RELEVANT LOCAL AUTHORITY
C2. CONCRETE SPECIFICATION GRANT STREET
MAX. MAX. MIN. RETAINING WALL
RW2 AS DETAILED.
ELEMENT GRADE SLUMP AGGREGATE COVER
(mm) SIZE (mm) (mm) 320° 59' 40" RW2 140° 59' 40" 142° 55' 20"
RW2
RW2
14.392 m 13.827 m 4.975 m
BLOCK CORE FILL N20 230 6 55 0"
05' 3
300° RW2 RW2
C3. WHERE FLOOR SLABS ARE TO BE TILED, THE FOLLOWING RECOMMENDATIONS ARE MADE, IN 22 m
ORDER TO MINIMIZE THE THE EFFECTS OF SHRINKAGE:- 10.2 RW2
- PROVISION OF SL92 SLAB MESH (OR EQUIVALENT) RW
- PLACEMENT OF TILES SHOULD BE DELAYED FOR AS LONG AS POSSIBLE (PREFERABLY 3 2 RW1 RW1 1
RW RW1
MONTHS OR MORE)
0"
- USE OF ELASTIC TILE ADHESIVES AND PROVISION OF FLEXIBLE JOINTS BETWEEN TILES. 1 '2
C4. ALL CONCRETE TESTING IS TO BE CARRIED OUT BY A NATA REGISTERED LABORATORY, IN 7°2 m
27 31 1
STRICT ACCORDANCE WITH THE REQUIREMENTS OF AS1012. 6.9 RW
THE FOLLOWING TESTING SCHEDULE IS TO BE ADOPTED IN ADDITION TO THE REQUIREMENTS
OF THE MANUFACTURERS QUALITY ASSURANCE PROGRAM.
- A MINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH ELEMENT CAST ON ANY 2
RW RETAINING WALL
RW1
GIVEN DAY (EG. COLUMNS, FOOTINGS, ETC)
.0m
2
20
RW
- A MINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH CONCRETE STRENGTH RW1 AS DETAILED.
GRADE CAST ON ANY GIVEN DAY .5m
- A MINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH 50M³ OR PART THEREOF
19
CAST ON ANY GIVEN DAY FOR EACH STRENGTH GRADE. .0m
19
RW3
C5. SLABS TO BE CURED AND KEPT MOIST FOR 7 DAYS (MINIMUM) RETAINING WALL
C6. NO CONCRETE TO BE POURED WHEN SITE TEMPERATURE EXCEEDS 35° C OR FALLS BELOW 5°C m RW3 AS DETAILED.
1 8.5
C7. CONSTRUCTIONS JOINTS OR POUR BREAKS WHERE NOT SHOWN ON THE APPROVED PLANS OR
.0m
2
DETAILS SHALL BE LOCATED AND FORMED TO THE APPROVAL OF THE ENGINEER.
RW
18
C8. NO PENETRATIONS, RECESSES OR CHASES OTHER THAN THOSE SHOWN ON THE STRUCTURAL
DRAWINGS SHALL BE MADE IN CONCRETE MEMBERS WITHOUT THE APPROVAL OF THE
232° 55' 20"
.5m
33.711 m
ENGINEER. 17
C9. AT PENETRATIONS IN SLABS, UNLESS OTHERWISE DETAILED, REINFORCEMENT MUST NOT BE
RW3
CUT BUT SHALL BE GATHERED EQUALLY TO EACH SIDE OF THE PENETRATIONS AND EXTRA .0m
17
REINFORCEMENT PROVIDED BETWEEN THE PENETRATIONS AS DIRECTED BY THE ENGINEER.
WHERE MORE THAN ONE (1) PARALLEL SLAB MESH WIRE IS CUT, PROVIDE 1/N12 (1200 LONG)
.5m
TRIMMER BAR EACH SIDE OF PENETRATION. 16
RETAINING WALL
BLOCK MASONRY WALL SPECIFICATION: REINFORCEMENT NOTES: RW RW5 AS DETAILED.
M1. ALL CONCRETE BLOCK MASONRY WORK IS TO BE EXECUTED IN ACCORDANCE WITH THE CURRENT R1. ALL STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH THE 3
EDITION OF: REQUIREMENTS OF THE RELEVANT CURRENT AUSTRALIAN
AS 3700 - SAA MASONRY CODE STANDARD CODES (AS3600 & AS4671).
AS 2733 - CONCRETE MASONRY UNITS R2. REINFORCEMENT IS PRESENTED DIAGRAMMATICALLY. IT IS NOT
AS 3600 - CONCRETE STRUCTURES NECESSARILY SHOWN IN TRUE PROJECTION.
18
8°
AS 123 - MORTAR & MASONRY CONSTRUCTION R3. PROVIDE THE ENGINEER WITH 48 HOURS NOTICE OF
40
39
5
RW
RW
AS 2699 - MASONRY WALL TIES
'2
REINFORCEMENT BEING READY FOR INSPECTION.
.90
RW4
0"
5
7m
AS 2975 - MASONRY CONSTRUCTION ACCESSORIES. R4. NO CONCRETE IS TO BE POURED WITHOUT THE PRIOR
M2. 'CLEAN OUT' BLOCKS TO BE USED AT FIRST COURSE ABOVE EACH FLOOR AND ALL MORTAR TO BE APPROVAL OF THE ENGINEER.
REMOVED FROM CORES PRIOR TO CONCRETE FILLING. R5. SPLICES IN REINFORCEMENT SHALL BE MADE ONLY IN THE
M3. CONCRETE MIX USED TO FILL CAVITY TO HAVE CHARACTERISTIC COMPRESSIVE STRENGTH OF 20MPa POSITIONS SHOWN. WHERE NOT SPECIFIED, LAPS SHALL BE IN
(F'C), MAXIMUM SLUMP 230mm, MAXIMUM AGGREGATE SIZE 6mm (MAXIMUM 6 COURSE HEIGHT PLACED ACCORDANCE WITH AS3600 AND NOT LESS THAN: N12 - 400, N16 -
4 RETAINING WALL
AT ONE TIME). 500, N20 - 650, N24 -800, N28 - 1100, N32 - 1400, N36 - 1700. RW
M4. BLOCKWORK MUST NOT BE BUILT ON CONCRETE SLABS OR BEAMS UNTIL FORMWORK SUPPORTING R6. WELDING OF REINFORCEMENT WILL NOT BE PERMITTED. INDICATES APPROX. RW4 AS DETAILED.
SAME HAS BEEN REMOVED. R7. REINFORCEMENT MUST NOT BE CONTINUOUS THROUGH LOCATION OF DRAINAGE
M5. MORTAR TO BE MIXED IN THE PROPORTION OF 1: 0.5: 4.5 CEMENT: HYDRATED LIME: SAND CONSTRUCTION JOINTS. PIT TO BE REMOVED.
(OR EQUIVALENT CEMENT - SAND MORTAR PLASTICISER) AND MORTAR COMPRESSIVE STRENGTH AT R8.
142° 55' 20" 322° 55' 20"
SPACEMENT OF SUFFICIENT "STOOLS" UNDER MAIN BOTTOM
28 DAYS TO BE 20MPa MINIMUM. REINFORCEMENT BAR AND TOP CROSS BAR IN SLABS TO ALLOW 4 1.786 m
RW 13.695 m
M6. CHARACTERISTIC COMPRESSIVE STRENGTH OF BLOCK F'UC = 15MPa U.N.O. ADEQUATE SUPPORT IN CORRECT POSITION DURING CONCRETING
SCREW PIERS 1200 CLEAR INDICATES APPROX.
"
M7. COVER TO REINFORCEMENT 20mm MIN. FROM INSIDE FACE OF BLOCK UNLESS OTHERWISE DETAILED, (BUT NOT GENERALLY GREATER THAN 900mm SPACINGS). SUPPLY
50
OF SEWER FOUND 300 MIN
6'
NOTED OR SPECIFIED. AND LAY STEEL FABRIC IN FLAT SHEETS AT SPLICES. PROVIDE 225 LINE OF SEWER MAIN.
°5
8m
BELOW INVERT.
93
M8. PROVIDE STARTER BARS TO MATCH VERTICAL REINFORCEMENT 700 X 400 LEG UNLESS OTHERWISE MINIMUM OVERLAP OF TRANSVERSE WIRES TO ALL EDGES OF
6.2
DETAILED, NOTED OR SPECIFIED. SLAB FABRIC LAPS. (IE TWO WIRES OF EACH SHEET OVERLAPPING INDICATES APPROX. MANHOLE, ISOLATE
M9. PROVIDE TIE BARS TO MATCH VERTICAL REINFORCEMENT. PLUS 25mm) PROVIDE 'L' BARS TO ALL BEAM CORNERS AND RW4 FOOTING WITH 10mm ABLEFLEX.
M10. PROVIDE 290D BOND BEAM ABOVE AND BELOW ALL OPENINGS REINFORCED WITH 2-N12 HORIZONTAL INTERSECTIONS. 500 MINIMUM LAPS.
WHERE SILL OR LINTEL REINFORCEMENT IS NOT NOMINATED. REINFORCEMENT SYMBOLS: INDICATES APPROX. DRAINAGE PIT.
M11. PROVIDE VERTICAL CONSTRUCTION JOINTS AT 6000 MAX CRS TO THE APPROVAL OF THE N GRADE 500 MPa DEFORMED BAR
SUPERINTENDENT UNLESS OTHERWISE DETAILED, NOTED OR SPECIFIED. VERTICAL CONSTRUCTION SL GRADE 500 MPa DEFORMED SLAB MESH
JOINTS ARE NOT REQUIRED IF THE SPECIFIED BOND BEAM IS CONTINUOUS OVER WITH VERTICAL WALL
STEEL CORE FILLED IN REINFORCED BOND BEAM AND CORES ONLY.
Y GRADE 410 MPa DEFORMED BAR
S GRADE 250 MPa DEFORMED BAR - POOLS CONSTRUCTION
RETAINING WALLS SITE LAYOUT PLAN 1:200 @ A3
M12. PROVIDE N12 VERTICAL REINFORCEMENT AS NOMINATED ON PLAN AND AT 1200 MAX. CRS. ABOVE AND R GRADE 250 MPa PLAIN BAR REFER TO ARCHITECTURAL SPECIFICATIONS FOR ALL SET OUT DIMENSIONS, FINISHING, FLASHING, SURFACE FALLS AND WATER PROOFING. etc
BELOW ALL OPENINGS UNLESS OTHERWISE DETAILED, NOTED OR SPECIFIED.
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED RETAINING WALLS 1537
1 24.03.17 APPROVAL ISSUE NN PB NO.27-29 GRANT STREET, NOOSA
DATUM AHD SHEET: OF
DESIGN DK
0 2 4 6 8 10m ................. G & M ROBERTSON 1 5
DANIEL KENNA DRAWING TITLE: DRAWING NUMBER REV
DRAWN NN
SCALE 1:200 A3 (RPEQ 15522) RETAINING WALLS LAYOUT PLAN
DESIGN CHECK DK
DRAWING STATUS
p 07 5443 8285 ST01 1
This drawing is not to be copied or amended without written permission from e [email protected] w www.barlowshelley.com.au
DATE MAR 2017 Barlow Shelley Consulting Engineers FOR APPROVAL a PO Box 899 Maroochydore 4558 ABN 89 215 591 077
Page 6
SELECTED DRAIN (CONCRETE
SPOON OR GRATED CHANNEL) RW2 FOOTING AS DETAILED.
CAPPING BLOCK OR DOMED SELECTED DRAIN (CONCRETE
CORE FILL (TYPICAL) SPOON OR GRATED CHANNEL)
CAPPING BLOCK OR DOMED
CORE FILL (TYPICAL)
1200Ht - 200 SERIES
N12 @ 400CRS HORIZ.
FILL
400
10mm ABLEFLEX.
N12 @ 400 CRS, EACH WAY.
SELECTED WATERPROOFING N16 @ 400 CRS VERT.
TANKING WITH COREFLUTE.
N12 @ 400CRS HORIZ.
THICKEN FOOTING
2/Ø90 AGG. PIPES 1:100 MIN EDGE 300W TO BEAR
FALL DISCHARGE CLEAR OF ONTO 300 SERIES
55 COVER WALL. MASONRY AS SHOWN. SELECTED FREE SELECTED DRAIN (CONCRETE
N16 @ 400CRS HORIZ.
DRAINING BACKFILL. SPOON OR GRATED CHANNEL)
800Ht - 300 SERIES
1600Ht MAX.
800 - 300 SERIES
SELECTED
WATERPROOFING CAPPING BLOCK OR DOMED
TANKING WITH CORE FILL (TYPICAL)
COREFLUTE.
FILL
400
2800Ht - 300 SERIES
'C' BLOCKS.
300
N12 @ 400CRS HORIZ.
SELECTED
1800Ht - 200 SERIES
THICKEN FOOTING WATERPROOFING
3-N16 100 OVER PIERS, EDGE 300W TO BEAR TANKING WITH
50 TOP COVER. 1400 ONTO 300 SERIES COREFLUTE.
MASONRY AS SHOWN GRAVEL BACK FILL. N20 STARTERS @
RW2 OPPOSITE, WHERE 400CRS, 1600 LAPS.
N20 BAR, 450 LONG. APPLICABLE. N16 @ 400CRS HORIZ.
N12 @ 400 CRS EACH N12 @ 400CRS, VERTICAL.
WAY TOP & BOTTOM,
A14 GEOTEXTILE GRAVEL BACK FILL.
50 COVER. (TYPICAL)
FABRIC.
N16 STARTER BARS @ 55 COVER 55 COVER
2/Ø90 AGG. PIPES 1:100 MIN 2/Ø90 AGG. PIPES 1:100 MIN
200CRS, 800 MIN LAP.
FALL DISCHARGE CLEAR OF FALL DISCHARGE CLEAR OF
WALL. A14 GEOTEXTILE WALL.
10T SWL SCREW PIER @ 2400CRS. FABRIC.
FOUND BELOW BASE OF BOTTOM
'C' BLOCKS. 'C' BLOCKS.
TERRACES. CONTRACTOR TO CONFIRM
CAPACITY & FOUNDING DEPTH.
RW2 - RETAINING WALL DETAIL 300
N16 STARTER BARS @
200CRS, 800 MIN LAP.
SCALE 1:20
2400
RW1 N16 @ 400 CRS EACH
WAY TOP & BOTTOM,
50 COVER. (TYPICAL)
RW1 - RETAINING WALL DETAIL
SCALE 1:20
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED RETAINING WALLS 1537
1 24.03.17 APPROVAL ISSUE NN PB NO.27-29 GRANT STREET, NOOSA
DATUM AHD SHEET: OF
DESIGN DK
0 0.2 0.4 0.6 0.8 1.0m ................. G & M ROBERTSON 2 5
DANIEL KENNA DRAWING TITLE: DRAWING NUMBER REV
DRAWN NN
SCALE 1:20 A3 (RPEQ 15522) RETAINING WALLS SECTION DETAILS
DESIGN CHECK DK
DRAWING STATUS
p 07 5443 8285 ST02 1
e [email protected] w www.barlowshelley.com.au
DATE MAR 2017
This drawing is not to be copied or amended without written permission from
Barlow Shelley Consulting Engineers FOR APPROVAL a PO Box 899 Maroochydore 4558 ABN 89 215 591 077
SHEET 1 OF 3
Page 7
SELECTED DRAIN (CONCRETE
SPOON OR GRATED CHANNEL)
HANDRAIL BY OTHERS.
CAPPING BLOCK OR DOMED
DRIVEWAY AS SPEC'D.
CORE FILL. (TYPICAL)
1200Ht - 200 SERIES
1200Ht - 200 SERIES
GRAVEL N12 @ 400CRS HORIZ.
BACK FILL. N12 @ 400CRS SLAB TIES.
(600 LAP, TYPICAL)
A14 GEOTEXTILE
FABRIC.
N12 @ 400 CRS, VERTICAL.
A14 GRAVEL BACK FILL.
GEOTEXTILE
1800Ht - 200 SERIES
FABRIC. N12 @ 400 CRS, EACH WAY.
A14 GEOTEXTILE
2/Ø90 AGG. PIPES 1:100 MIN FABRIC.
N12 @ 400CRS HORIZ.
FALL DISCHARGE CLEAR OF
SELECTED WALL.
WATERPROOFING 2/Ø90 AGG. PIPES 1:100
800Ht - 300 SERIES
800 - 300 SERIES
TANKING WITH 200 MIN FALL DISCHARGE SELECTED WATERPROOFING
55 COVER
COREFLUTE. CLEAR OF WALL. TANKING WITH COREFLUTE.
55 COVER
SL72 MESH,
FILL
400
40 COVER.
'C' BLOCKS. 'C' BLOCKS.
300
300
N16 STARTER BARS @
200CRS, 800 MIN LAP.
1400 1400 3-N16 1500 LONG,
50 TOP COVER.
RW3 RW4 N20 BAR, 450 LONG.
N12 @ 400CRS EACH N16 STARTER BARS @ N12 @ 400CRS,
WAY TOP & BOTTOM, 200CRS, 800 MIN LAP. BOTTOM 50 COVER.
50 COVER. (TYPICAL)
RW3 - RETAINING WALL DETAIL RW4 - RETAINING WALL DETAIL
SCALE 1:20 SCALE 1:20
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED RETAINING WALLS 1537
1 24.03.17 APPROVAL ISSUE NN PB NO.27-29 GRANT STREET, NOOSA
DATUM AHD SHEET: OF
DESIGN DK
0 0.2 0.4 0.6 0.8 1.0m ................. G & M ROBERTSON 3 5
DANIEL KENNA DRAWING TITLE: DRAWING NUMBER REV
DRAWN NN
SCALE 1:20 A3 (RPEQ 15522) RETAINING WALLS SECTION DETAILS
DESIGN CHECK DK
DRAWING STATUS
p 07 5443 8285 ST03 1
e [email protected] w www.barlowshelley.com.au
DATE MAR 2017
This drawing is not to be copied or amended without written permission from
Barlow Shelley Consulting Engineers FOR APPROVAL a PO Box 899 Maroochydore 4558 ABN 89 215 591 077
SHEET 2 OF 3
Page 8
CAPPING BLOCK OR
KN AT
DOMED CORE FILL
S
IC RO
ES
(TYPICAL)
TH TH
SL92 MESH,
5
12
50 COVER.
WATER FEATURE
BY OTHERS
1200Ht - 200 SERIES
N12 @ 400CRS HORIZ.
RETAINING SL92 MESH,
WALL RW2 50 COVER.
FOOTING.
N12 @ 400 CRS,
KN AT
EACH WAY.
IC R O
S
ES
TH T H
SELECTED WATERPROOFING
5
12
DRIVEWAY AS SPEC'D.
TANKING WITH COREFLUTE.
RETAINING APPROVED
'C' BLOCKS. COMPACTED FILL
WALL RW2.
200
N12 STARTER BARS @ N12 DOWELS @
1000 400CRS, 600 MIN LAP. 300CRS, 600 LAP.
CONTINUOUS MOISTURE
SL72 MESH, RW5 N12 @ 400 CRS EACH
BARRIER ON COMPACTED
SAND BED.
RETAINING WALL
WAY TOP & BOTTOM, RW2 FOOTING.
40 COVER.
50 COVER. (TYPICAL)
RW5 - RETAINING WALL DETAIL TYPICAL CONCRETE STAIR DETAILS
SCALE 1:20 SCALE 1:20
NOTE: MIN. BOULDER MASS TO BE 500Kg
TYPICAL. ANGULAR BOULDERS TO BE USED 400
TO PROVIDE MECHANICAL INTERLOCK. MIN.
1
WALL HEIGHT
2
'H'
A14 GEOTEXTILE
FABRIC. BOULDER RETAINING WALL
WALL HEIGHT IN NATURAL
"W" WIDTH
"H" SOIL "D"
UP TO 1000mm 300 350
CONCRETE BASE
300 DEEP. 1500mm 500 500
OF TOE
DEPTH
'D'
2000mm 700 750
Ø100 AGG. DRAIN,
DISCHARGE FREE
OF WALL.
'W'
MIN. W
ID
AT BA TH
SE
BOULDER RETAINING WALL DETAIL
NOT TO SCALE
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED RETAINING WALLS 1537
1 24.03.17 APPROVAL ISSUE NN PB NO.27-29 GRANT STREET, NOOSA
DATUM AHD SHEET: OF
DESIGN DK
0 0.2 0.4 0.6 0.8 1.0m ................. G & M ROBERTSON 4 5
DANIEL KENNA DRAWING TITLE: DRAWING NUMBER REV
DRAWN NN
SCALE 1:20 A3 (RPEQ 15522) RETAINING WALLS SECTION DETAILS
DESIGN CHECK DK
DRAWING STATUS
p 07 5443 8285 ST04 1
e [email protected] w www.barlowshelley.com.au
DATE MAR 2017
This drawing is not to be copied or amended without written permission from
Barlow Shelley Consulting Engineers FOR APPROVAL a PO Box 899 Maroochydore 4558 ABN 89 215 591 077
SHEET 3 OF 3
Page 9
THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE REINFORCED CONCRETE NOTES:
GEOTECHNICAL REPORT REFERENCE:
BY: TECTONIC ENGINEERS 1. ALL FOOTINGS TO BE FOUND INTO STIFF TO VERY
REF: 17019-001-Rev0 STIFF SILTY CLAY OF YELLOW BROWN AND PALE
DATED: 7th FEBRUARY 2017 GREY APPEARANCE. PROPOSED RESIDENCE BY OTHERS.
ALL FOOTINGS TO BE FOUND INTO SIMILAR FOUNDATION 2. ALL BEAMS TO HAVE N12 CORNER BARS (600x600) TO
MATERIAL. SHOULD THE FOUNDATION MATERIAL VARY MATCH REINF AS SPECIFIED. PROVIDE 2/N12 SPLICE
FROM THE SITE INVESTIGATION REPORT, CONSULT ET1 ET1
BARS (600mm LAP) AT ALL BEAM JUNCTIONS.
ENGINEER. 3. BASES OF ALL EXCAVATIONS TO BE FINISHED SOUND
NOTE: THE FOOTINGS & SLAB AS DETAILED HAVE BEEN AND FREE OF ANY LOOSE MATERIAL PRIOR TO
125
PLACEMENT OF CONCRETE.
DESIGNED FOR "S"
TYPE SOIL CLASSIFICATION IN
4. TERMITE PROTECTION TO BE PROVIDED IN
ACCORDANCE WITH AS2870-2011. SCJ SCJ
ACCORDANCE WITH THE BUILDING CODE OF
AUSTRALIA AND OTHER RELEVANT CODES.
CONCRETE NOTES: 5. ALL SURFACE RUNOFF TO BE DIRECTED AWAY FROM
ET1
RESIDENCE. PROVIDE SURFACE FALLS TO SUIT. 125
1. ALL SLAB THICKNESSES ARE NOMINAL ONLY. ALL 6. IF LARGE TREES ARE REMOVED DURING SITE
ET1
FALLS ARE IN ADDITION TO THE THICKNESS PREPARATION THE VOIDS ARE TO BE EXCAVATED,
NOMINATED. SLAB TOP REINFORCEMENT TO MATCH BACKFILLED & COMPACTED WITH SUITABLE SCJ
SCJ
SLAB FALLS. MATERIAL SIMILAR TO THE EXCAVATED MATERIAL.
ET1
2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH
ET1
ARCHITECTS, HYDRAULIC AND CIVIL CONSULTANTS
DRAWINGS FOR ALL LEVELS, FALLS, GRADES, FOOTING LEGEND:
DRAINAGE ETC.
WATER FOUNTAIN
3. SLAB SURFACE IS TO BE CURED UTILISING FOSROC MARK DESCRIPTION
BY OTHERS.
CONCURE HR90 APPLIED IN ACCORDANCE WITH S CJ SCJ
ET1 300W x 250D M.C. EDGE THICKENING
MANUFACTURERS SPECIFICATIONS.
SCJ SAW-CUT CONSTRUCTION JOINT
SLAB NOTES: TDJ TWO-WAY DOWELED CONSTRUCTION JOINT 5
ET1
12
DRIVEWAY SLABS: SP1 10T SWL SCREW PIER 600 CLEAR OF SEWER
J
N32 CONCRETE GRADE | 125mm THICK MINIMUM FOUND 300 MIN BELOW INVERT. SC
ET
SC
1
SL92 MESH, 40mm TOP COVER ET1 J
SC
J
J
TD 125
SC
J
PROVIDE 20mm SAW CUT SL92 MESH,
FILL WITH APPROVED 40 TOP COVER. SL92 MESH, 40 TOP COVER. J
TD ET1
SC
SC
FLEXIBLE SEALANT.
J
INDICATES APPROX.
J
OPTIONAL KERB /
WHEEL GUARD. LOCATION OF
1
SP
DRAINAGE PIT TO
125
125
FSL
200
BE REMOVED. J
TD
ET1
SC
COMPACTED SANDBED SCJ CUT EVERY SECOND 1
J
3-L11 TM, 50mm 300 ET
WITH VISQUEEN WIRE OF MESH IN
BOTTOM COVER.
VAPOUR BARRIER OVER LINE WITH JOINT. 125 1
(CONTINUOUS) SP
SAW-CUT JOINT SCJ EDGE THICKENING ET1 2-N12 CRACKER BARS
ET
1
TO MAN HOLE.
SCALE 1:20 SCALE 1:20
INDICATES APPROX.
DRAINAGE PIT.
30mm UV RATED SEALANT. TERMINATE MESH
50 FROM SLAB EDGE.
N12 TRIMMER TO EACH PLATE DOWEL
SLAB. 30 EDGE COVER. SLEEVE. (TAPERED)
EXISTING DRIVEWAY
TO REMAIN.
125
COMPACTED SANDBED WITH LESA SYSTEMS PLATE DOWEL.
CONTINUOUS POLYTHENE
TDJ INSTALLED TO MANUF. SPEC. 10mm
MEMBRANE OVER. PLATE DOWELS IN JOINT.
DRIVEWAY SLAB LAYOUT & SLAB JOINT PLAN 1:100 @ A3
TWO-WAY DOWELED JOINT TDJ REFER TO ARCHITECTURAL SPECIFICATIONS FOR ALL SET OUT DIMENSIONS, FINISHING, FLASHING, SURFACE FALLS AND WATER PROOFING. etc
SCALE 1:20
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED RETAINING WALLS 1537
1 24.03.17 APPROVAL ISSUE NN PB NO.27-29 GRANT STREET, NOOSA
DATUM AHD SHEET: OF
DESIGN DK
0 1.0 2.0 3.0 4.0 5.0m ................. G & M ROBERTSON 5 5
DANIEL KENNA DRAWING TITLE: DRAWING NUMBER REV
DRAWN NN
SCALE 1:100 A3 (RPEQ 15522) DRIVEWAY SLAB LAYOUT & SLAB JOINT PLAN
DESIGN CHECK DK
DRAWING STATUS
p 07 5443 8285 ST05 1
This drawing is not to be copied or amended without written permission from e [email protected] w www.barlowshelley.com.au
DATE MAR 2017 Barlow Shelley Consulting Engineers FOR APPROVAL a PO Box 899 Maroochydore 4558 ABN 89 215 591 077
Used in these records
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