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Rfi - P0352-25-003-02-GYMPIE-ST-TEWANTIN
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MC01 CONTROL LINE SETOUT TABLE
PT CHAINAGE EASTING NORTHING BEARING RAD/SPIRAL A.LENGTH DEFL.ANGLE
IP 1 0.000 502839.030 7081729.880 3°42'16.87"
TC 4.950 502839.350 7081734.820 3°42'16.87"
IP 2 5.390 502839.380 7081735.260 R = 10.000 0.870 4°58'45.35"
CT 5.820 502839.440 7081735.690 8°41'02.22" TURFED SWALE MS01.
IP 3 54.104 502846.739 7081783.414 8°41'02.22" REFER LONGITUDINAL SECTION ASIDE
MS01 CONTROL LINE SETOUT TABLE EXTERNAL FENCE 1800mm HIGH
PT CHAINAGE EASTING NORTHING BEARING RAD/SPIRAL A.LENGTH DEFL.ANGLE
3.45m
PROPERTY BDY
IP 1 0.000 502847.540 7081783.400 8°29'53.74"
IP 2 18.450 502850.270 7081801.650 EMT.
TC 43.780 502854.020 7081826.690 8°31'22.61" 2.40m
IP 3 44.570 502854.170 7081827.690 R = 1.000 1.580 90°22'48.92" 25% MAX
25% 25% .
CT 45.360 502855.160 7081827.530 98°54'11.52"
IP 4 81.700 502891.070 7081821.910 98°54'11.52"
0.30m
TYPICAL SWALE SECTION (MS01)
SCALE: 1:50
DESIGN SURFACE
EXISTING SURFACE
B1 BARRIER KERB AND CHANNEL
I.P.W.E.A. STD. DRG. RS-080.
INTEGRAL WITH CONCRETE DRIVEWAY.
Vertical Curve Length (m)
Vertical Curve Radius (m) 37.26%
0.349m EXISTING SURFACE
Vertical Geometry Grade (%) 3.00m
PROPERTY BDY
1.719% -2.693% -1.457% -25% -1% 5% -1.406% -0.7% 1.366%
PROPERTY BDY
Vertical Geometry Length (m) 6.766m 36.156m 10.496m 1.157m17.962m0.423m 24.808m 33.544m 3.66m DRIVEWAY
DESIGN SURFACE
Horizontal Curve Length (m) 0.87m 1.577m
Horizontal Curve Radius (m) R 10m R 1m
3% -3%
DATUM RL -6.000
CUT / FILL DEPTH
-0.471
-0.393
-0.396
-0.288
-0.062
-0.063
-0.038
-0.039
-0.077
-0.006
0.005
0.031
0.041
0.041
0.036
0.027
0.063
-0.08
0.01
RL 2.0
TO EXISTING SURFACE
-0
0
0
DESIGN LEVELS CH 40.000
4.450
4.580
4.659
4.674
4.697
4.350
3.811
3.723
3.570
3.301
3.130
3.121
3.143
3.138
2.857
2.804
2.794
2.788
2.685
2.559
2.586
2.609
ROAD CENTRELINE
EXTERNAL FENCE 1800mm HIGH
EXISTING SURFACE
2.00m 3.00m
4.450
4.580
4.649
4.669
4.697
4.821
4.204
4.119
3.650
3.632
3.589
3.192
3.184
3.180
3.177
2.827
2.763
2.753
2.752
2.763
2.565
2.558
2.546
PROPERTY BDY
LEVELS PASSING BAY DRIVEWAY
PROPERTY BDY
CONTROL LINE CHAINAGE
20.000
40.000
43.271
54.104
18.452
19.269
19.692
20.000
40.000
43.779
44.500
45.356
60.000
78.043
80.000
81.703
0.000
0.349
4.952
5.823
7.115
0.000
1.307
ROAD CENTRELINE 3% -3%
MC01 MS01
SCALE: HORIZONTAL - 1:1000 SCALE: HORIZONTAL - 1:1000
VERTICAL - 1:100 VERTICAL - 1:100
RL 2.0
CH 20.000 CONCRETE DRIVEWAY. SUBSOIL DRAINS I.P.W.E.A.
REFER TO DRAWING C230 FOR STD. DRG. RS-140.
CONCRETE JOINT LAYOUT AND DETAILS. TO TIE INTO PROPOSED
DRAINAGE NETWORK.
NOT FOR CONSTRUCTION
---- ---- ---- ---- ---- North Point Approved Project Address Title
---- ---- ---- ---- ----
E. WHITMORE
12 GYMPIE STREET, TEWANTIN DRIVEWAY MC01 LONGITUDINAL AND
---- ---- ---- ---- ---- 31423 11.11.25 CROSS SECTIONS
---- ---- ---- ---- ---- For and on behalf of RECOR Pty Ltd.
---- ---- ---- ---- ---- Scale ENGINEERING & PROJECT SERVICES Client Details Project Name Sheet Size
SUNSHINE COAST | BRISBANE
VERTICAL 1 0 1 2 3 4 5 1:100 (metres) NOVATO GROUP
17.02.26
ISSUED FOR OPW APPROVAL
ISSUED FOR OPW APPROVAL CS EW www.recor.au | ABN 89 647 469 707 7 LOT RESIDENTIAL SUBDIVISION A1
HORIZONTAL 10 0 10 20 30 40 50 1:1000 (metres) Project Number Drawing Number Revision
A 11.11.25 ISSUED FOR OPW APPROVAL AY EW COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's
(FULL SIZE) client. This drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as
Rev Date Revision Description Drawn Check DO NOT SCALE, IF IN DOUBT ASK 'Issued For Construction' in the revision description. P0198-25-001 C225 A
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