Original source · versioned page text
Rfi - C6535-25-FULL Set 2025-06-18
126.0
3%
SETOUT COORDINATES Ch.325.0
00
COORD No. EASTING NORTHING LEVEL N
Ch.375.000
1 492698.439 7080461.028 102.836 127.0
Ch.350.000
2 492706.134 7080458.908 102.104
TP 336.721
3 492710.796 7080452.430 101.873
4 492729.085 7080463.180 100.376
5 492720.010 7080457.969 101.211
> > >
> > > > > > > > 6 492718.476 7080447.617 102.026 PAVEMENT TRANSITION
> > > > > > > > FROM ONE WAY CROSSFALL
> > > > > 102.0 TO TWO WAY CROSSFALL
> > > > > > > > 000
> > > > > > RT
0. 128.0 FROM CHAINAGE 325 TO 340.
STA LOT 3 3% 3%
START
0.000
Ch.340.0
START 00
0.000
ROAD 1
4 > >
> > >
CH
> > > > > > > >
> >
>>
1 0 10 > 100.0
.00 .0
> > > > > > > 2 .00 0 > >> 125
> > > > > > > > > 129.0
103.0 > 10 > >>
CH 5 127
.0
> >> >
> >
>
> > >
1.0
>
104.0
>>
10 LOT
4 DR
2
375Ø RCP (11:20m) IVEW Ch.350.0
00
3 ND 1
6.27 USIL 100.700 AY
E DSIL 100.260 130.0
>
>
13
>
>
17.5
>
>
TP
> 0
CH 20.00
>
>
> >
102.0
2 1.657 6 REFER R11 FOR DRIVEWAY
END
> >
0 SETOUT COORDINATES. 15
.00
.25 7 SETOUT COORDINATES
Ch 5.77 16
2
TP COORD No. EASTING NORTHING
18
CH 79.740 14 7 START 0.00 17 15 492755.684 7080115.477
0
LOT 8 16 492763.129 7080114.507
SETOUT COORDINATES TP 366.9
17 492762.612 7080110.540
75 18 492755.166 7080111.511
ROAD 1 KERB RETURN LHS CONTROL LINE SETOUT TABLE COORD No. EASTING NORTHING LEVEL 132.0 19 492743.356 7080085.707
20 492735.647 7080082.314
7 492755.102 7080111.015 131.483 21 492737.259 7080078.653
8 492755.910 7080102.257 132.559 22 492744.968 7080082.046
9 492760.398 7080094.692 133.564 23 492750.308 7080078.230
10 492754.027 7080077.864 134.942 8 Ch.375.000 24 492749.699 7080073.561
13 CH 10.000 30
11 492744.751 7080093.282 133.698 CH 70.000 TP 376.6 25 492753.665 7080073.043
12 492746.756 7080097.274 133.225 26 492754.297 7080077.892
13 492747.825 7080101.612 132.725 27 492759.397 7080080.032
14 492748.897 7080109.832 131.727 28 492763.071 7080076.987
12 29 492768.159 7080074.770
30 492803.270 7080070.190
31 492803.788 7080074.157
9 32 492769.822 7080078.587
33 492764.734 7080080.804
11
CH 20.000 34 492761.950 7080083.111
ROAD 2 KERB RETURN RHS CONTROL LINE SETOUT TABLE 134.0
CH .694
60.0
00 END 388
.000
19
LOT 5
0
CH
Ch.5
0 30.
0 000
0.0
13
5 34
5.0
CH
CH 40.000
20 33
22
32
10 27
21
2.9m
23
26 LOT 7 D
RIVEWA
14
28 Y
.4
ROAD 1 CUL-DE-SAC CONTROL LINE SETOUT TABLE
132.0
.3
4.0m
135.0 31
TP
130.0
29
2
24
6
25
TP.10.1
3.1m
30
10.0m
.416
LOT 6
C
END 44
2.6m 0.5m 4.0m 0.5m 2.4m 137.0
RP BDY
NATURAL
RP BDY
SURFACE.
1 IN 3 MAX 2.0% 0 1.0 2.0 3.0 4.0 5.0m
BATTER.
SCALE 1:50 A1, 1:100 A3
DRIVEWAY TYPICAL SECTION 0 4 8 12 16 20m
SECTION C
SCALE 1:50 SCALE 1:200 A1, 1:400 A3
REV DATE DESCRIPTION BY CHKD PROJECT: DRAWING TITLE:
P 07 5443 4443
A 17-06-25 ADDITIONAL INFORMATION PROVIDED EPW ILF
PROPOSED RESIDENTIAL SUBDIVISION INTERSECTION LAYOUT PLAN
E [email protected] ................ ................ at HOY ROAD, LAKE MACDONALD SHEET 2 OF 2 CONSULTING
W walsheng.net.au CHECKED DIRECTOR APPROVAL
for INDIGO GROUP ENGINEERS
RPEQ - 4665
CONSULTING A 15/72 Wises Road, Maroochydore Q 4558
PO Box 5512, Maroochydore BC Q 4558
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FILENAME : C6535-25-R12-R13.dwg - DATE : 17/6/25 - 4:52pm A1 Sheet Size Design: ILF Drawn: EPW Date:APRIL 2025 intellectual property remains within Walsh Consulting Engineers. All enquiries should be directed to Walsh Consulting Engineers. COUNCIL REFERENCE: SHEET: 13 of 15
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