3018AppendixD

                                                                                                                                                                                                                       Callaghan & Toth
                                                                                                                             0.5                                                                                         Civil, Environmental &
                                                                                                                           11
                                                                                                                                                                                                                         Hydraulic Engineers




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                                                                                                                                                                                         DRIVEWAY SETOUT

                                                                                                                                                                             POINT NORTHING   EASTING   LEVEL   DESC
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                                                                               DESIGN DRIVEWAY CL




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[OCR of page images]
 

 

 

 

RL116.61

 

|

SURVEY CONTROL - SPIKE IN BITUMEN /

 

 

 

 

 

REMOVE SECTION OF EXISTING

FENCE, AS REQUIRED

 

 

 

. SM

 

 

 

     
 

“N
g
SAWCUT 250mm FROM EDGE OF cy
EXISTING BITUMEN AND JOIN S
OOTHLY PER DETAIL ON 2151-02 /
7 f
/ 1

RS.

y 2
RURAL DRIVEWAY
TO IPWEA RS-056

i

SEE SHEET 2151-04 FOR
STORMWATER DETAILS

 

 

 

 

 

 

 

 

|

-— EXISTING BITUMEN SURFACING TO BE
SAWCUT TO ALLOW NEW ASPHALT TO
JOIN SMOOTHLY TO EXISTING SEAL

 

 

 

 

 

rh 250 MIN
|
1

 

 

 

EXISTING PAVEMENT TO BE CUT
BACK TO PROVIDE CLEAN GRAVEL

 

 

 

_
Y
A

 

FACE FOR NEW PAVEMENT

 

 

 

PAVEMENT JOINING DETAIL

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DRIVEWAY CULVERT PLAN

SCALE: 1:250 (A3)

EOG
8
8

4in-6

EOB

    

DESIGN DRIVEWAY CL
EOB

2.50 2.50

-3% -3%

Tin. _—f100mm TYPE 2.1 CBR80_ BASE
ne 150mm TYPE 2.3 CBR45 UPPER SUBBASE

DRIVEWAY CENTRELINE
VERTICAL INFORMATION

 

 

 

 

 

 

LEGEND: EXISTING SERVICES

 

 

 

 

SEE SHEET 2151-04 FOR
STORMWATER DETAILS

 

 

 

 

 

 

 

 

 

 

 

DRIVEWAY CENTRELINE. SEE SHEET 2151-03 FOR
LONGITUDINAL SECTION AND CROSS-SECTIONS

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wot

 

 

 

 

3.00 1) ENSURE FREE DRAINAGE €
\ s
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N 7
Vv
fo
12d CONTROL LINES
oO
°
Ww
1.00

30mm_AC10 ASPHALT WITH CRS60_ BITUMEN EMULSION

 

 

 

   
     

TYPICAL DRIVEWAY SECTION
SCALE: 1:100 (A3)

 

 

COMPACTED IN MAX. 150mm_LIFTS

 
 

 

/
/
\. / /
/
“Nn © FILL AS REQUIRED TO

 

 

  

CBR6 FILL LOWER SUBBASE
COMPACTED IN MAX. 150mm LIFTS

 

 

 

 

STRIP VEGETATION AND
TOPSOIL_MIN. 100mm THICK

 

 

 

CHAINAGE | HEIGHT | GRADE BOUNDARY
0.000 | 116.829 | -3.0e% 0.5m CONTOUR
0.1m CONTOUR
3.000 116.678 | -12,50% | nr rarnranrnranrcnarne — CONCRETE
5.800 | 116.578 | -16.67% 10? OF BANK
7.300 | 116.328 | -20.00% | 9» — an — az au —— EDGE OF BITUMEN
tits sp ppp peppy
12,000 | 115.388 | -12.50% BUILDING
- FENCE
15.000 | 115.013] ooo% | GRAVEL
18.000 | 115.013 ] 6.45% sw STORMWATER
iP] 21.000 | 115.207] 6.45%

LEGEND — PROPOSED WORKS

as

 

SEALED DRIVEWAY: STRIP GRASS AND
TOPSOIL MIN. 100mm DEEP, EXCAVATE TO
SUBGRADE LEVEL AND ADD 160mm CBR60
GRAVEL TO 100% STANDARD COMPACTION
AND 25mm AC SURFACING OR TWO-COAT
BITUMEN SEAL AS PER SHEET 2151-02

GRAVEL SHOULDER: STRIP GRASS AND
TOPSOIL MIN. 100mm DEEP, EXCAVATE TO
SUBGRADE LEVEL AND ADD 160mm CBR60
GRAVEL TO 100% STANDARD COMPACTION
AS PER SHEET 2151-02

FILL BATTER: MIN. CBR15 MATERIAL
COMPACTED TO 100 STANDARD COMPACTION
IN MAX. 150mm LIFTS

SCOUR PROTECTION: ROCK OVER A34
GEOFABRIC AS SHOWN ON SHEET 2151-04

GUIDE POSTS TO TMR STD DWG 1356

DN600 RCP CL3 RRJ STORMWATER PIPE TO
IPWEAQ STD DWG DS-0030 & RS-056 AND
DETAILS ON SHEET 2151-04

PROPOSED ACCESS EASEMENT

Callaghan & Toth )

Civil, Environmental &
Hydraulic Engineers

PO BOX 2305

NOOSAVILLE 4566

yt 1.16/90 Goodchap Street

Phone 54749081

www.callaghanandtoth.com.au

 

 

 

 

 

 

designed | MP. datum AHD DERIVED

drawn MP.

[checked | ADT | Origin (BAL) PSM 116668 |
approved

SURVEYED BY

MAX WATTERSON & ASSOCIATES
PHONE: 5442 6121

FT
project

PROPOSED DEVELOPMENT AT
130 LAKE MACDONALD DR
COOROY

Ee

($<
Client

S. ARNOLD & L. PETERSEN

|

——
title

DRIVEWAY DESIIGN
FEATURES PLAN

LOTS 11-13 OF THE
RECONFIGURATION OF LOT 233
ON MCH4301

Parish of TEWANTIN

County of MARCH

NOOSA SHIRE COUNCIL

Locality of COOROY

KN

_ a’
SCALE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

0.1.25 2.5 3.75 5 6.25 Meters 12.5
DRIVEWAY SETOUT
scale
POINT} NORTHING | EASTING | LEVEL | DESC 1:250(43) ET eS WING Soe
\ USE ONLY DIMENSIONS PROVIDED S
1
2 REVISIONS
3 "
4 A |_FOR APPROVAL
5
6
7
8
9
70 FILES
11 COMPUTER DIRECTORY
12 X:\YOBS\CT PROJECTS IN PROGRESS\2151 130
3 LAKE MACDONALD DR\DESIGN
: FOR APPROVAL
15
16
7 Sheet 2 of 5 sheets
18 drawing number
19 2151-02
20 A
21 dote DECEMBER 2021 yy,