Rfi - C6535-25-FULL Set 2025-06-18

 

'VALSH

CONSULTING

ENGINEERS
2 of 15

CONCRETE CAUSEWAY

DETAILS AND LEVELS
1:1000 A1, 1:2000 A3
VERTICAL SCALE
1:100 A1, 1:200 A3

REFER DRG R12 FOR

REVISION:

100m HORIZONTAL SCALE
SHEET:

10m

 

 

80
8

 

 

 

-1.511%

 

60°81 1908°8Z9

  

 

JOZO'SLHOZO'SELILZL'O |OLL'SLb| 686211 }000 0z9}

40

 

1.005%

 

Bly LLY SLY LEL80'O |80S°ZL 1] PZ LL }000'009}

 

 

OSLLbb ‘OO0'VES'd'T + Ny SZS°911 ‘000°r8S LOZ OLY LOSOLLLHL'O | b6Z°9L 4] OSL'9LL|S00'L 8s)

J6LLOLHGLLOLLIEEL'O |602°911| 920°911 1000 08s}

 

VC 75
R 574m
Ss

 

 

 

\ jPZL PLU PCL YLLIZOL 0 |PLZ vt] 970 PLL }000 09S}

 

zLrZbL ‘00s'9rS

 

60
6
HOY ROAD LONGITUDINAL SECTION \\

SOP LLL 89h LL L}Z90°0 |8SS°bL 1] 96h LLL }000 Ors}

DRAWING No: C6535/25/RO2

DRAWING TITLE:
COUNCIL REFERENCE:

 

 

R.170

All

uld be directed to Walsh Consulting Engineers.

 

 

14.074%
wise) be

IES9 BOL ESOBOLIEOL'O |€hZ'8O1| OF9'801 }000'0zZS|

   

   

 

90S°SOl ‘000'Z6h IBE8'SOLB8ES'SOLISLO'O |8Z6°SOL| €S8°S0L }000 00S}

 

JAEz EOL LET EOLISL'O |ZZEEO!| BEL EOL |000 08h
IS8Z'ZOUS8LZOL Phyl 'O |SZ8°ZOL| LEL ZOL E66 'SLH

 

 

08s'001 ‘ooo'zor'd' I Ny + S8P'LOL ‘000Z9r

 

VC 70
R677m

[OZ LOWOZZLOLIOZL'O |OLE'LOL| HBL LOL|000'09%

 

sof and subject to the conditions prescribed under the Copyright Act, no

 

3.731%

61°66 62'66}980°0 | 788°66| 862°66]000 Or

         

282'66 ‘000'92r'd'I
OL1'66 ‘000'zzr'd'
02066 ‘00S'6L Yd

LAKE MACDONALD

 

1.675%

=
4.000%

IEEZ°0 | 06066} 2S8°86]000°0Zy

,

00°66 ‘00s'e0r
OL1°66 ‘000° Lov.
S2z'66 ‘00S 86e

02066 “00s'E0r'd"1
OLL'66 ‘000°L0r'd'
S2z66 ‘00S'86E'd1

 

right. Other than forthe pu

part of ft may in any form or bya

reproduced, stored ina retrieval

ZS1°66| 20766 }A11'0 | 26166) S20°66}000°00h

4.086% -4.000%
-2.200%

0r6'66 ‘oOOLSE'd £21001 ‘000'L8

 

intellectual property remains within Walsh Consulting Engineers. All enquiries sh

PROJECT:
© This plan is Coy

PROPOSED RESIDENTIAL SUBDIVISION

at HOY ROAD,

VC 35
R 835m

1960001 960°001/990'0 | 981001] 021001 }000'08E

for INDIGO GROUP

 

 

 

 

88e"L01 ‘00s'E9e
7 B8S°LOL] JO8L'O /829°LOL| 86h’ LOL }000 O9E|

 

 

 

v2 COLES EOL SLO |E€EEO1| GAL EOL |000 Ore}
IWLSEOL|PLS'EOL|Z91 0 |PO9EOL| Lp EOL | LZ 9¢¢)

 

~8.275%

 

 

R.130

12S POL|OLS'VOL|Z7ZZ'0 |099'VO1| E€% OL }000 OzE|

 

/ Kv0'SOL|ZPO'SOLI8EL'O |ZEL°SOL| OZ0'SO1 }000 008}
BrO'SOLG6PO'SOLIZL LO |6EL SOL} £Z0°SOL |Zr8'86z|

6€1'SOL ‘8se'86z 18349
ose'90l ‘oosuézdt = +

 

   

NOT FOR CONSTRUCTION

 

FOR APPROVAL

ZEVSOL “00S 262

vc
R 467m

 

 

B99'P01|/899' POLL LEO |8S2 POL} Lb vO! |00008z|

 

[Date:aPRIL 2025

[Orawn: EPw

Design: ILF

 

 

 

 

CHKD

Ker eOl|ZEr'EOl|622'0 |Z2S°EOL| Eve €01 [000 09z|
ZZb EOL LZ EOL|S27'0 |LbZ EOL} 766° ZO! |Esr'gsz|

 

 

BY

 

Al Sheet Size

 

.99°LO1|299°LOLPEz'O |£SZ°LOL| ZS" LO1 }000 Ove}

8.857%
R.-125,

 

 

71666, Z16'66}487'0 |Z00°001| S12°66}000 022
\. €6E°66, EGE GGIOET'O | E8h'6E) ES7°66}AZE E12

 

 

\. O€S'86) OES SEIGEL'O | 029°86) 18r°86}000'002|

 

 

DESCRIPTION

862'26| 862 Z616S0'0 | 88826] 628°26|S6'E81
899°46) 899°46)6ZL'0 | 8S2°26] 6Z9°26}000°081)

 

000°96 ‘000'SZI'd'l + €29'L6 ‘000SLI

VC 100
R770m

 

R175,

80%'26 ‘P6L'9S1 OVS GZEL6} SZELE|LL LO | SL¥'26} HOE'L6}000°09})

- 90 mim?
- 170 m’/m?

 

 

 

L0S°26| LOS'Z6/8v0'0 | 65°26] €PS°26]000'0r1
+8S°26 18S°26}190°0 | 29°26) OL9°26}1S9°9e1)

 

BASE (TYPE 2, SUBTYPE 2.2)

 

DATE

 

 

90°86 ‘000°SzL

 

REV

18186 181° 86}r80'0 | 22°86) 281°86}000°021

 

CLASS 170 BITUMEN - 1.0 lim?

CLASS 170 BITUMEN - 1.5 lim?
10mm AGGREGATE

16mm AGGREGATE

FILENAME : C8595-25-R02dug-DATE: 191525 - 43pm

 

 

200mm
SUBGRADE COMPACTED TO 100% STANDARD COMPACTION.

2 COAT BITUMEN SEAL
FINAL PAVEMENT DEPTH TO BE DETERMINED FOLLOWING
SOIL TESTS BY GEOTECHNICAL ENGINEER.

FIRST COAT
SECOND COAT

 

a
4
fo}
[4
bs
°
=
a
4
4
FE
Ww
=)
kK
z
Ww
=
5
4
a

~4.129%

00°66 | 2O0°66}111°0 | 260°66] S86°86}000°001

 

 

 

/ ZE8'66| ZESGEIE8I'0 | 72666} €€2'66]000°08

 

ly I8S9°001/8S9°00L/0SL'0 |8hZ'001| 86S°001 | 000°09

 

 

ll |ELZ LOW EE LOLI9OL'O |E9E"bOL| 8Sz' LOL} 860'Sr
jP8r LOL PZ LOLIOOL'O |7ZS°LOL| pZb LOL} 000°0r

|P6Z LOW G18 LOLIGOL'O |788°LOl| S22 LOL) 98h'Ze

 

R.-200,
XY

 

PO Box 5512, Maroochydore BC Q 4558

A.B.N. 39611 482 716

07 5443 4443
E [email protected]

W walsheng.net.au

060201 ‘ooszz'd'l

A 15/72 Wises Road, Maroochydore Q 4558

VC 10
<a
IR 606m

 

00'0- |922'ZOL| £22201] 000°02
L00°O |ZSE°ZOL| LSEZOL] ZL LL

-2.480%
\

 

 

 

oor zor ‘00'S dt

 

VC 10
pl
R 872m

R.-25

 

/| L00°O |006°ZOL|668°ZOl| PLZ )
(000°0 |¥¥6'Z01| PE ZOL| 000'0

 

 

 

3.627%

 

VALSH
CONSULTING
ENGINEERS

\

EDGE OF SHOULDER|

EDGE OF SHOULDER}
LEVELS RHS

LEVELS LHS
NATURAL SURFACE

DESIGN SURFACE
LEVELS

VC LENGTH
VC RADIUS
DATUM R.L.85.0
CUT(-)/FILL(+)
LEVELS

GRADE
CHAINAGE
HC DATA

 

 

 

 

 

 

 

 

)