Council archive · source document
RFI 9.3.20 - Attachment B - Revised Engineering plans · OPW19/0082
Plans and drawings: the text below has words only, no drawings.
EXISTING 3M DRIVEWAY 16
LOT 2 - 6
3.00
17 STAGE 1b
7' 50"
m
231.44
LINDSAY CONSULTING PTY LTD
LINDSAY CONSULTING PTY
2
LTD
°
5
169
18 RPEQ 4928
4.00
EXISTING 3M DRIVEWAY OFF. 2C/82 PARKER STREET, MAROOCHYDORE PH 54 792 118
THIS DRAWING REMAINS THE PROPERTY OF
LINDSAY CONSULTING PTY LTD AND IS FOR
THE SOLE USE OF THE CLIENT. NO PART
19 4
MAY BE USED IN PART OR WHOLE WITHOUT
PRIOR EXPRESS WRITTEN CONSENT OF
7' 50"
m
LINDSAY CONSULTING PTY LTD
144.00
CLIENT AND PROJECT DESCRIPTION
169° 2
PASSING BAY
3 5.00 BRIAN WILLIAMS
ONE WAY - OUT ONLY
VILLAS DEVELOPMENT
396 LAKE COOROIBAH RD
1
2 NOOSA
0° 00' 00"
DRAWING TITLE
35.00 m
LOT 2 -
STAGE 1a SITE PLAN 2
EXISTING 3M DRIVEWAY
5M
86° 16' 00"
86° 16' 00" SCALES
3M
30.00 m
3.0/5.0M wide x 125 mm thick driveway 43.00 m
SL82 central or alternatively
200 mm thick Gravel Driveway, CBR15 MIN
with 20 m AC seal. See detail for width of ONE WAY - IN ONLY
driveway throughout property.
0 10 20 m
4.00
EXISTING 50,000L TANK
LOT 0 Orig. 1:500
5.5M DRIVEWAY EXISTING SHED
WHERE EXISTING DRIVEWAY DOES NOT
EQUAL OR EXCEED 3M/5M THE WIDTH MUST
BE INCREASED TO A MINIMUM OF 3M/5M AND
SURVEY DATUM
0° 00' 00"
SEALED OVER THE TOP OF THE EXISTING
70.14 m
DRIVEWAY
5.00
00
6.00
.
55
DRIVEWAY DESIGN 5.5M DRIVEWAY
ASSOCIATED CONSULTANTS
EXISTING BIOCYCLE EP20
Treatment Plant - capacity to
be increased as stages
necessitate BIN ENCLOSURE
Driveway design to
RS0049 and RS0050.
86° 16' 00" 2 lanes wide where
shown .
6.00 48.00 m
5M DRIVEWAY
OIBAH ROAD
E C O O R
All proposed operational works shall be constructed LAK
in accordance with Council's Operational Works approval
letter and Council's Decision Notice - Development Permit.
Protect your
PERSONAL
It is the responsibility of the INTERESTS.
Foreman to contact the HEAD
SITE PLAN 2
EYES
relevant service authorities to EARS
ascertain the exact location of BODY
HANDS
services prior to construction.
FEET
NOTE
THE ENGINEER MUST BE NOTIFIED OF
CHANGES PLANS. IF NOT, AS
REVISION LIST
CONSTRUCTED DRAWINGS WILL NOT BE
ISSUED
A ORIGINAL ISSUE 21/12/17
B REVISED 16/03/18
C REVISED 30/09/19
D REVISED 26/02/20
NOTES
1. The location and depth of all services shall be 5. Refer Hydraulic drawings for
verified on site with service authority prior sanitary drainage layouts.
to commencement of construction.
6. Compaction of material under concrete driveways and
2. Concrete driveway and parking areas shall parking areas shall be as follows:
be constructed with 32 MPa concrete (i) 75 % Minimum Density for cohesionless material (AS 1289 E5.1); and
(ii) 90 % Relative Dry Density (STD Comp.) for material other than (i). Computer File
171687-CP.DWG
3. For building set-out refer architectural drawings.
DRAWING NUMBER SHEET REV.
4. All dimensions and levels shall be verified on
site. Do not scale from drawing.
17-1687-C3 3 D
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