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Civil Drawings
From the archive Change Application.zip (folder Attachments), inside Change Application - OPW16/0203.01 - DA Form 5 - Cover Letter - Civil Drawings - Arborit Report - DTMR Correspondence - 19 Trading Post Road Cooroy - Palm Lake Stage 2. File date in the archive: 2021-09-01 15:50.
PALM LAKE RESORT 19 TRADING POST ROAD, COOROY ELM STREET EXTERNAL FOOTPATH FOR PALM LAKE WORKS PTY LTD DRAWING INDEX DRAWING NUMBER DRAWING TITLE 800 LOCALITY PLAN AND DRAWING INDEX 801 CONTROL LINE LAYOUT PLAN 802 CIVIL WORKS AND DRAINAGE LAYOUT PLAN 803 SETOUT DETAIL PLAN 804 PATH LONGITUDINAL SECTION 805 PATH CROSS SECTIONS 806 TYPICAL PATH CROSS SECTION AND DETAILS LOCALITY PLAN N.T.S NOOSA SHIRE COUNCIL PALM LAKE RESORT ELM STREET EXTERNAL FOOTPATH REF NO. Project No.: Milestone: Revision Date.: Drawing No.: Revision: 15-001261 FOR APPROVAL 17.02.21 800 A
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Page 2
EXTERNAL PATH CONTROL LINE ->MP01 HORIZONTAL POINTS
PT CHAINAGE EASTING NORTHING HEIGHT BEARING RAD/SPIRAL A.LENGTH DEFL.ANGLE
IP 1 0.000 765.161 728.651 106.887 226°38'54.36"
IP 2 19.855 750.723 715.021 107.824
IP 3 25.996 747.190 709.998 108.221
TC 32.296 742.610 705.672 108.392 226°38'05.00"
IP 4 34.683 740.544 703.721 108.285 R = -3.500 4.775 78°09'36.60"
CT 37.070 742.030 701.298 108.296 148°28'28.40"
TC 42.237 744.731 696.894 108.338 148°28'28.40"
IP 5 42.350 744.790 696.797 108.339 R = 10.000 0.227 1°17'56.82"
CT 42.463 744.847 696.699 108.340 149°46'25.22"
TC 70.517 758.970 672.460 108.920 149°46'25.22"
IP 6 71.008 759.217 672.035 108.936 R = -12.000 0.983 4°41'28.81"
CT 71.499 759.499 671.632 108.952 145°04'56.40"
TC 118.110 786.178 633.413 109.702 145°04'56.40"
IP 7 118.389 786.339 633.183 109.706 R = 12.000 0.560 2°40'20.67"
CT 118.669 786.488 632.947 109.711 147°45'17.07"
TC 144.928 800.498 610.738 110.087 147°45'17.07"
IP 8 145.194 800.640 610.513 110.091 R = 12.000 0.532 2°32'17.48"
CT 145.460 800.772 610.282 110.096 150°17'34.55"
TC 159.997 807.976 597.655 110.374 150°17'34.55"
IP 9 172.626 814.236 586.684 110.512 R = 530.500 25.258 2°43'40.74"
CT 185.255 819.966 575.427 110.637 153°01'15.29"
TC 227.415 839.093 537.855 111.299 153°01'15.29"
IP 10 229.052 839.840 536.388 111.316 R = -12.000 3.273 15°37'32.86"
CT 230.688 840.954 535.176 111.269 137°23'42.43"
TC 233.348 842.755 533.218 111.092 137°23'42.43"
IP 11 235.112 843.962 531.906 110.974 R = 10.000 3.528 20°12'46.41"
CT 236.876 844.641 530.258 110.899 157°36'28.83"
TC 247.908 848.843 520.058 110.961 157°36'28.83"
IP 12 251.059 850.233 516.685 110.902 R = -5.000 6.303 72°13'53.45"
CT 254.211 853.869 516.979 110.829 85°22'35.39"
TC 261.303 860.939 517.551 110.666 85°22'35.39"
IP 13 264.497 864.461 517.836 110.592 R = -6.000 6.387 60°59'37.93"
IP 14 267.691 865.920 521.054
IP 15 291.999 874.409 543.831 20°26'30.17"
99
1.9
29
0
28
91
7.6
26
TC 247.908
CT 236.876
TC 7.415
TC 22
CT
233
240
TC 2
230
.348
PROPOSED EXTERNAL FOOT PATH ALIGNMENT 260 61.303
.688
CT 185.25
220
200
CT 2250
TC 159
4.2 11
180
CT 1454.928
5
TC 14
.997
160
.460
CT 1118.110
TC 1
140
0.00
0
8.669
0.000
120
100
TC 70.5.499
CT 7
80
1
3120
3140
17
3160
60
3180
3100
3080
TP 3101.759
3200
3220
24.76
19
20 .855
3240
6
TP 32
25.
249.3
996
TC
32.2
EP 3
96
CT 42.4 37
TC 42
40
CT 37
.2
63
.070
REF NO.
DRAWN CHECK STATUS SCALE CLIENT PROJECT DRAWING TITLE
REVISION DATE ISSUE DETAILS DRAWN DESIGN
A 19.08.20 FOR APPROVAL CG CG FOR APPROVAL 19 TRADING POST ROAD CONTROL LINE
AW
B 17.02.21 PROPOSED PATH REALIGNED CG CG NOT FOR CONSTRUCTION COOROY
C
PALM LAKE WORKS PTY LTD
LAYOUT PLAN
D DESIGN CHECK APPROVED PALM LAKE RESORT
E ANTHONY WRIGHT RPEQ: 22962
PROJECT No. DRAWING No. REVISION
F DISCLAIMER
G
AW
C calibregroup.com
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO
CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
15-001261 801 B
H FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD
Page 3
+
9 9
1.9
29
0
28
91
7.6
26
TC 247.908
CT 236.876
TC 7.415
TC 22
CT
233
240
TC 2
230
.348
260 61.303
.688
CT 185.25
220
200
CT 25
TC 159
4.211
180
CT 145 8
5
+
TC 14
++
160
.997
4
++++
.460
+
+
++
.9
CT 1118.110
2
TC 1
140
+
+++
++
0.00
0
8.669
120
+
100
TC 70.5.499
++
CT 7
+
80
1
17
+ ++
60
+
+
+
19
20 .855
+
25.
996
TC
2.29 3
6
CT 42.4.237
TC 42
40
CT 37
63
.070
REF NO.
DRAWN CHECK STATUS SCALE CLIENT PROJECT DRAWING TITLE
REVISION DATE ISSUE DETAILS DRAWN DESIGN
A 19.08.20 FOR APPROVAL CG CG FOR APPROVAL 19 TRADING POST ROAD CIVIL WORKS AND DRAINAGE
AW
B 17.02.21 PROPOSED PATH REALIGNED CG CG NOT FOR CONSTRUCTION COOROY
C
PALM LAKE WORKS PTY LTD
LAYOUT PLAN
D DESIGN CHECK APPROVED PALM LAKE RESORT
E ANTHONY WRIGHT RPEQ: 22962
PROJECT No. DRAWING No. REVISION
F DISCLAIMER
G
AW
C calibregroup.com
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO
CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
15-001261 802 B
H FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD
Page 4
CT 185.2
200
TC 159
180
55
CT 1454.928
TC 14
.997
160
.460
CT 1118.110
TC 1
140
0.00
0
8.669
120
100
TC 70. .499
CT 7
80
1
517
60
19
20 .855
25.
996
91
7.6
26
TC
32.2
96
TC 247.908
CT 236.876
PATH SETOUT POINTS POINT # EASTING NORTHING LEVEL
TC
TC 227.4 88
POINT # EASTING NORTHING LEVEL 26 819.341 581.006 110.545
CT
233
1 742.593 705.656 108.391 27 819.966 575.427 110.637
240
2 743.967 704.202 108.340 28 821.749 576.334 110.587 TC
230
260261.303
.348
3 742.030 701.298 108.296 29 826.655 562.287 110.733
.6
15
4 743.735 702.343 108.246
220
30 828.438 563.194 110.683
5 744.731 696.894 108.338 31 835.729 544.464 110.896
6 746.474 697.877 108.288 32 837.511 545.371 110.846
744.847 696.699 108.340 CT 25
7
8 746.538 697.770 108.289
33 839.093 537.855 111.299 4.211
34 840.875 538.763 111.249
9 758.970 672.460 108.920 35 840.954 535.176 111.269
10 760.698 673.467 108.870 36 842.427 536.530 111.219
11 759.499 671.632 108.952 37 842.755 533.218 111.092
12 761.139 672.777 108.902 38 844.227 534.572 111.042
13 775.813 648.262 109.433 39 844.641 530.258 110.899
14 777.453 649.407 109.383 40 846.490 531.020 110.849
15 786.178 633.413 109.702 41 845.667 527.766 110.908
16 787.845 634.519 109.652 42 847.517 528.528 110.858
17 786.488 632.947 109.711 43 848.843 520.058 110.961
18 788.180 634.014 109.661 44 850.692 520.820 110.911
19 787.198 631.821 109.734 45 853.869 516.979 110.829
20 788.890 632.888 109.684 46 853.708 518.973 110.779
21 797.869 614.906 110.023 47 860.939 517.551 110.666
22 799.560 615.973 109.973 48 860.777 519.544 110.704
23 807.978 597.653 110.374
24 809.715 598.644 110.324
25 817.559 580.099 110.594
REF NO.
DRAWN CHECK STATUS SCALE CLIENT PROJECT DRAWING TITLE
REVISION DATE ISSUE DETAILS DRAWN DESIGN
A 19.08.20 FOR APPROVAL CG CG FOR APPROVAL 19 TRADING POST ROAD
B 17.02.21 PROPOSED PATH REALIGNED CG CG AW
NOT FOR CONSTRUCTION COOROY SETOUT DETAIL PLAN
C
D DESIGN CHECK APPROVED PALM LAKE WORKS PTY LTD PALM LAKE RESORT
E ANTHONY WRIGHT RPEQ: 22962
PROJECT No. DRAWING No. REVISION
F DISCLAIMER
G
AW
C calibregroup.com
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO
CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
15-001261 803 B
H FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD
[OCR of page images]
caliore
calibregroup.com
PATH SETOUT POINTS POINT # | EASTING | NORTHING | LEVEL
POINT# | EASTING | NORTHING | LEVEL 26 819.341 | 581.006 110.545
1 742.593 _| 705.656 108.391 27 819.966 [575.427 | 110.637
2 743.967 _| 704.202 108.340 28 821.749 [576.334 | 110.587
3 742.030_| 701.298 108.296 29 826.655 [562.287 | 110.733
4 {743.735 __| 702.343 108.246 30 828.438 [563.194 [110.683
5 744.731__| 696.894 108.338, 31 835.729 [544.464 | 110.896
6 746.474__ | 697.877 108.288 32 837.511 [545.371 | 110.846
7 744.847 __| 696.699 108.340 33 839.093 [537.855 | 111.299
8 746.538__| 697.770 108.289 34 840.875 [538.763 | 111.249
9 758.970 _| 672.460 108.920 35 840.954 [535.176 | 111.269
10__| 760.698_| 673.467 108.870 36 842.427 [536.530 | 111.219
11 ___| 759.499 __| 671.632 108.952 37 842.755 [533.218 | 111.092
12__ | 761.139 | 672.77 108.902 38 844.227 1534572 | 111.042
13 [775.813 | 648.262 109.433 39 844.641 |530.258 1110899
14__|777.453_| 649.407 109.383 40 846.490 [531.020 | 110.849
15__| 786.178 __| 633.413 109.702 41 845.667 [527.766 | 110.908
16__| 787.845 __| 634.519 109.652 42 847.517 [528.528 | 110.858
17__| 786.488_| 632.947 109.711 43 848.843 [520.058 | 110.961
18__| 788.180 _| 634.014 109.661 44 850.692 [520.820 | 110.911
19__| 787.198 __| 631.821 109.734 45 853.869 [516.979 | 110.829
20___| 788.890__| 632.888 109.684 46 853.708 [518.973 | 110.779
21 __| 797.869 _| 614.906 110.023 47 860.939 [517.551 | 110.666
22___| 799.560 __| 615.973 109.973, 48 860.777 1519544 | 110.704
23 807.978 597.653 110.374
24 809.715, 598.644 110.324
25 817.559, 580.099 110.594
|
ReviSiON) DATE | ISSUE DETAILS pawn | oesicn [_DRAWNGHECK JSTATYS pone cuEN
A 19.08.20 | FOR APPROVAL cG cG FOR APPROVAL
8 17.02.21 | PROPOSED PATH REALIGNED CG CG AW NOT FOR CONSTRUCTION 4250 5 0 Mt
5 EES DD ————————— PALM LAKE WORKS PTY LTD
E ANTHONY WRIGHT RPEQ: 22962
2 fa Lee
H FOR & ON BEHALF OF GALIBRE CONSULTING (QLD) PTY LTD.
REF NO.
PROIECT DRANG TLE
19 TRADING POST ROAD
COOROY SETOUT DETAIL PLAN
PALM LAKE RESORT
ciscLaMeR JPRoiect no RAVING No, REVISION
ALL DIMENSIONS TO BE CHECKED ON SITE BY CoNTRACTORPRIORTO | 15-001261 803
|CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
Page 5
C
F
E
B
A
H
D
G
REVISION
DATE
ISSUE DETAILS
19.08.20 FOR APPROVAL
17.02.21 PROPOSED PATH REALIGNED
CHAINAGES
CUT (-) / FILL
DATUM RL 100.0
CG
CG
DESIGN SURFACE
DRAWN
EXISTING SURFACE
HORIZONTAL CURVES
PROPOSED PATH TO TIE SMOOTHLY INTO EXISTING
CG
CG
DESIGN
AW
AW
37.432 108.279 108.299 0.020
DRAWN CHECK
DESIGN CHECK
40.000 108.371 108.320 -0.051
42.237 108.339 108.338 -0.001
STATUS
42.463 108.336 108.340 0.004
R10.000
APPROVED
0.805%
ANTHONY WRIGHT
IP CH 56.173 RL 108.450
58.615 108.684 108.530 -0.154
60.000 108.712 108.575 -0.137
64.149 108.826 108.711 -0.115
3.273%
70.504 108.962 108.919 -0.043 IP CH 71.692 RL 108.958
70.517 108.962 108.920 -0.043
RPEQ: 22962
R-12.000
71.499 108.984 108.952 -0.032
FOR APPROVAL
80.000 109.121 109.110 -0.010 IP CH 80.676 RL 109.122
NOT FOR CONSTRUCTION
FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD
IP CH 86.672 RL 109.250
1.829% 2.129%
92.936 109.303 109.336 0.033
SCALE
94.436 109.320 109.356 0.036
100.000 109.386 109.433 0.047
1.370%
IP CH 111.870 RL 109.595
116.993 109.614 109.683 0.069
118.110 109.621 109.702 0.081
1.706%
R12.000
118.669 109.626 109.711 0.085
IP CH 124.039 RL 109.803
120.000 109.640 109.734 0.094
120.975 109.651 109.751 0.100
1.531%
IP CH 133.254 RL 109.944
140.000 109.946 110.023 0.077
1.178%
IP CH 143.398 RL 110.064
CLIENT
144.928 110.036 110.087 0.052
145.460 110.046 110.096 0.049 IP CH 148.327 RL 110.140
R12.000
IP CH 149.595 RL 110.147
0.553%
1.551% 2.382%
IP CH 158.427 RL 110.357
159.997 110.350 110.374 0.024
160.000 110.350 110.374 0.024 IP CH 162.327 RL 110.398
1.043%
PATH LONGITUDINAL SECTION
1.111%
R530.500
180.000 110.533 110.594 0.061 IP CH 181.469 RL 110.611
185.255 110.562 110.637 0.075
PALM LAKE WORKS PTY LTD
0.685%
DESIGN SURFACE
IP CH 194.546 RL 110.700
C
EXISTING SURFACE
200.000 110.621 110.733 0.112
0.605%
IP CH 201.967 RL 110.745
0.248%
IP CH 209.302 RL 110.763
IP CH 213.425 RL 110.785
0.517%
IP CH 219.143 RL 110.848
1.098%
220.000 110.704 110.896 0.192
VC 2.0
calibregroup.com
227.415 110.607 111.299 0.692 IP CH 227.504 RL 111.316 HP CH 228.504 RL 111.316
229.408 110.613 111.313 0.701 IP CH 230.009 RL 111.316 HP CH 229.009 RL 111.316
VC 2.0
0.000%
230.240 110.736 111.290 0.554
R-12.000
230.688 110.733 111.269 0.536 IP CH 236.537 RL 110.878
5.601% -6.701%
233.348 110.710 111.092 0.382 LP CH 237.659 RL 110.891
R10.000
VC 2.0 VC 3.0
236.876 110.693 110.899 0.206
(R44.4) (R35.7)(R29.8)(R39.1)
237.515 110.693 110.891 0.199
0.968%
IP CH 244.994 RL 110.960
PROJECT
240.000 110.618 110.912 0.294
DISCLAIMER
246.091 110.611 110.960 0.349 IP CH 248.524 RL 110.961 HP CH 248.524 RL 110.961
247.908 110.598 110.961 0.362
249.586 110.589 110.936 0.347
R-5.000
254.211 110.650 110.829 0.179
0.011% -2.305%
260.000 110.700 110.696 -0.004
261.303 110.711 110.666 -0.045
R-6.000
262.411 110.691 110.640 -0.050
COOROY
PALM LAKE RESORT
19 TRADING POST ROAD
CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO
PROPOSED PATH TO TIE
PROJECT No.
SMOOTHLY INTO EXISTING
DRAWING TITLE
15-001261
SECTIONS
DRAWING No.
804
REF NO.
PATH LONGITUDINAL
B
REVISION
Page 6
RP BDY
2.5%
RL108.000
CH 140.000
RP BDY
2.5%
2.5%
1 in 4.0 RL109.000
CH 266.526
RL107.000
CH 120.000
0.8%
RP BDY
RL109.000
CH 260.000
2.5%
1 in 4.0
RL107.000
CH 100.000 2.5%
RP BDY
RL109.000
CH 240.000
2.5%
1 in 4.0
2.5%
RL106.000
CH 80.000
RL109.000
CH 220.000
RP BDY
2.5%
RL106.000 2.5%
CH 60.000
RL109.000
CH 200.000
RP BDY
.0 2.5% 1 in 4.0
1 in 3 2.5%
RL109.000
Ø375(3) STORMWATER PIPE CH 180.000
RL105.000
CH 40.000
.0 2.5% 1 in 4.0 2.5%
1 in 3
RL106.000 RL108.000
CH 32.167 CH 160.000
REF NO.
DRAWN CHECK STATUS SCALE CLIENT PROJECT DRAWING TITLE
REVISION DATE ISSUE DETAILS DRAWN DESIGN
A 19.08.20 FOR APPROVAL CG CG FOR APPROVAL 19 TRADING POST ROAD
B 17.02.221 PROPOSED PATH REALINGED CG CG AW
NOT FOR CONSTRUCTION COOROY PATH CROSS SECTIONS
C
D DESIGN CHECK APPROVED PALM LAKE WORKS PTY LTD PALM LAKE RESORT
E ANTHONY WRIGHT RPEQ: 22962
PROJECT No. DRAWING No. REVISION
F DISCLAIMER
G
AW
C calibregroup.com
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO
CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
15-001261 805 B
H FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD
Page 7
CONCRETE NOTES
ROADWORKS & DRAINAGE NOTES C1 ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS.3600 S.A.A. "DANLEY" 6mm DIAMONDS DOWELS SEALANT AS PER DETAIL
CONCRETE STRUCTURES. AT 450 CRS. ALTERNATIVELY USE
1. ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE SHOWN. R16 GALVANISED DOWELS WITH
EQ.
2. CONTRACTOR TO LIAISE WITH ALL THE RELEVANT SERVICE AUTHORITIES TO ASCERTAIN C2 NO HOLES, CHASES OR EMBEDMENT OF PIPES OTHER THAN THOSE SHOWN ON THE DOWEL SLEEVES AT 300 CRS
SERVICES PRESENT ON-SITE. ANY ALTERATION WORKS TO SERVICES WILL BE CARRIED OUT BY STRUCTURAL DRAWINGS SHALL BE MADE IN CONCRETE MEMBERS WITHOUT PRIOR
THAT SERVICE AUTHORITY ONLY. APPROVAL OF THE ENGINEER.
3. THE CONTRACTOR SHALL NOTIFY THE SUPERINTENDENT PRIOR TO COMMENCEMENT OF
DEMOLISHING ANY EXISTING STRUCTURES WITHIN THE SITE AREAS. C3 THE FACE OF ALL CONCRETE AGAINST WHICH NEW CONCRETE IS TO BE CAST IS TO BE
EQ.
4. NOT WITHSTANDING THE LIMITS OF CUTTING AND FILLING SHOWN ON THE CROSS SECTIONS, THE THOROUGHLY MECHANICALLY SCABBLED, FULLY EXPOSING THE AGGREGATE MATRIX,
ACTUAL LIMITS SHALL BE DETERMINED ON-SITE BY THE SUPERINTENDENT DURING UNLESS OTHERWISE NOTED.
CONSTRUCTION AND SIMILARLY THE FINISHED SURFACE CONTOURS MAY BE ADJUSTED BY DOWELLED JOINT (DJ) OPTION
WRITTEN DIRECTION OF THE SUPERINTENDENT DURING CONSTRUCTION AFTER AMENDED C4 CONSTRUCTION JOINTS SHALL BE PROPERLY FORMED AND USED ONLY WHERE SHOWN OR
N.T.S.
DRAWINGS HAVE BEEN APPROVED BY DTMR. SPECIFICALLY APPROVED BY THE ENGINEER. THE INTERFACE OF THE HARDENED
5. ALL FILL IS TO BE COMPACTED TO THE REQUIREMENTS OF AS3798-2007 AND IN ACCORDANCE WITH CONCRETE SHALL BE THOROUGHLY SCABBLED TO REMOVE LAITANCE AT ALL
CURRENT DTMR STANDARDS. CONSTRUCTION JOINTS.
6. VERGE AND BATTERS TO HAVE A MINIMUM OF 75mm TOPSOIL AND FULL WIDTH TURF IF ORDERED.
7. MATCH TO EXISTING AC PAVEMENT EXTENSION OR WIDENING TO BE IN ACCORDANCE WITH DTMR C5 FORMWORK SHALL BE DESIGNED AND CONSTRUCTED BY THE BUILDER IN ACCORDANCE 3mm WIDE x D/4 DEEP SAWCUT
STANDARDS. WITH AS.3610 S.A.A. FORMWORK CODE. JOINT. SEALANT AS PER DETAIL
8. SUBGRADE TEST RESULTS TO BE FORWARDED TO SUPERINTENDENT FOR DETERMINATION OF
'D'
BOX DEPTHS PRIOR TO EXCAVATION TESTS SHALL INCLUDE SOAKED CBR AND/OR OTHER TESTS C6 CONCRETE TESTING SHALL BE 'PROJECT ASSESSMENT' IN ACCORDANCE WITH SECTION
AS REQUESTED BY THE SUPERINTENDENT.THE CONTRACTOR SHALL ALLOW ADEQUATE TIME FOR 20.7 OF AS.3600.
DTMR APPROVAL OF PAVEMENT DESIGN..
9. CONCRETE FOOTPATHS TO BE INSTALLED BY THE CIVIL CONTRACTOR UNLESS OTHERWISE C7 CONCRETE SIZES AS DRAWN DO NOT INCLUDE APPLIED FINISHES AND MUST NOT BE
NOTED. REFER IPWEA STD DRG RS-065 FOR CONSTRUCTION DETAILS. REDUCED OR HOLED IN ANY WAY WITHOUT APPROVAL OF THE ENGINEER.
CUT 100 WIDE EVERY 2ND BAR IN MESH
10. CONSTRUCT NEW PAVEMENT IN AREAS WHERE PAVEMENT OVERLAY DEPTH EXCEEDS 100mm. JOINT. IF COVER <D/4 THEN ALLOW MESH TO
11. PAVEMENT CUTBACK TO BE CLEAR OF WHEEL TRACK WHERE REQUIRED. C8 SAW CUTTING OF JOINTS IN SLABS ON GROUND SHALL COMMENCE AS EARLY AS POSSIBLE
WITHOUT CAUSING UNACCEPTABLE RAVELLING OF JOINT EDGES. ( NORMALLY WITHIN 24 SAG LOCALLU UNDER SAWCUT.
12. PROVIDE GRASS STABILISATION TO BATTER SLOPES STEEPER THAN 1 IN 4.
13. ALL ROCK SCOUR PROTECTION TO BE 200mm THICK (75mm TO 100mm DIAMETER) U.N.O. HOURS OF CASTING SLAB ) SAW CUTTING SHALL BE COMPLETED WITHIN 36 HOURS OF
SLAB CASTING. SAWN JOINT (SJ) OPTION
N.T.S.
C9 CONCRETE SLUMP SHALL BE 80 mm UNLESS STATED OTHERWISE.
C10 THE APPROVED METHOD OF CURING SHALL BE IN PLACE FOR A MINIMUM PERIOD OF 7
2.00m WIDTH 2.00m 3.50m DAYS. SEALANT AS PER DETAIL REFER DJ FOR DOWEL DETAILS
PATH VARIES EXISTING TRAFFIC LANE
CYCLE C11 CONCRETE CHARACTERISTIC STRENGTH ( f'c ) SHALL BE AS FOLLOWS UNLESS STATED
FOOTPATH 100mm THICK REINFORCED OTHERWISE:
LANE ROAD FORMATION NOT
CONCRETE REINFORCED WITH F72 ELEMENT EXPOSURE COVER GRADE
MESH IN ACCORDANCE WITH DTMR PART OF THIS CONTRACT
CLASSIFICATION ( mm ) ( MPa )
SPECIFICATIONS (MRTS 70) SLAB ON GROUND B1 40 32
TERMINATE MESH EACH 12mm ABLEFLEX
C12 MAXIMUM CONCRETE AGGREGATE SIZE TO BE 20mm UNO. SIDE OF JOINT
REINFORCING STEEL
2.5% S1 ABBREVIATIONS FOR STEEL GRADE AND TYPE: -
.0 EXPANSION JOINT DETAIL (EJ)
1 in 4 "R" - STRUCTURAL GRADE 230 PLAIN ROUND BAR TO AS1302
N.T.S.
"Y" - GRADE 410 Y HOT ROLLED DEFORMED BAR TO AS1302
"N" - GRADE D500N TO AS/NZS4671
"F" - HARD DRAWN STEEL WIRE REINFORCING FABRIC TO AS1304
TYPICAL CROSS SECTION "W" - STEEL WIRE TO AS1303
CH 140 S2 REINFORCEMENT IS REPRESENTED DIAGRAMMATICALLY AND NOT NECESSARILY SHOWN
SCALE 1:50 IN TRUE PROJECTION.
S3 WELDING SHALL NOT BE PERMITTED WITHOUT APPROVAL OF THE ENGINEER.
S4 ENSURE THE CORRECT SPACING OF BARS IS MAINTAINED AND ALL REINFORCEMENT IS
SUPPORTED IN ITS CORRECT POSITION BY APPROVED BAR CHAIRS, SPACERS OR
SUPPORT BARS @ 1000 MAX CRS.
S5 ALL INTERSECTIONS OF BARS SHALL BE TIED WITH 1.25mm Ø MIN ANNEALED WIRE.
S6 LAPS TO FABRIC REINFORCEMENT SHALL BE AT LEAST 225mm OR 2 CROSS WIRES ON
EACH SHEET. LAPS TO TRENCH MESH SHALL BE 500mm MINIMUM AT SPLICES AND FULL
WIDTH AT INTERSECTIONS.
S7 IF BARS OF DIFFERENT DIAMETERS ARE LAPPED, THE LAP LENGTH SHALL BE CALCULATED
USING THE LESSER DIAMETER. JOINT
SEALANT SHALL BE ELASTOMERIC FUEL 30
0
RESISTANT POLYSULPHIDE NONPORITE 10 5-10
SEALANT SHALL BE ELASTOMERIC FUEL
THIOXOL SL OR APPROVED EQUIV. RESISTANT POLYSULPHIDE NONPORITE 12
90°
THIOXOL SL OR APPROVED EQUIV.
D/4
Ø16 POLYETHYLENE
Ø10 POLYETHYLENE TUBE 3
D/4
TUBE BACKING ROD
BACKING ROD TYP. JOINT TERMINATION AT
OBLIQUE SLAB EDGE
SJ SEALANT DETAIL EJ & DJ SEALANT DETAIL N.T.S.
N.T.S. N.T.S.
REF NO.
DRAWN CHECK STATUS SCALE CLIENT PROJECT DRAWING TITLE
REVISION DATE ISSUE DETAILS DRAWN DESIGN
A 19.08.20 FOR APPROVAL CG CG FOR APPROVAL 19 TRADING POST ROAD TYPICAL PATH CROSS
AW
B 17.02.21 PROPOSED PATH REALIGNED CG CG NOT FOR CONSTRUCTION COOROY
C
PALM LAKE WORKS PTY LTD
SECTION AND DETAILS
D DESIGN CHECK APPROVED PALM LAKE RESORT
E ANTHONY WRIGHT RPEQ: 22962
PROJECT No. DRAWING No. REVISION
F DISCLAIMER
G
AW
C calibregroup.com
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO
CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
15-001261 806 B
H FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD