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Appendix B - OPW - Civil plans · OPW19/0082
Attached to the e-mail Operational Works Application OPW19/0082 - Application - DA Form 1 - Proposal Report - Civil & Landscaping Plans - 396 Lake Cooroibah Rd Coorooibah.
Plans and drawings: the text below has words only, no drawings.
LINDSAY CONSULTING PTY LTD
LINDSAY CONSULTING PTY
LTD
LAKE ACCESS 140.56 m
140.43 m
AH 269° 59' 20"
I B
269° 59' 20"
R O
O O
C
K E
A
"
L
45
'
10
m
360° 00' 00"
2°
6
67.00 m
22
.9
75
LOT 1 -
"
25
STAGE 1b
2'
°3
m
32
43
0.
17
0 "
5 '2
1
5° m
23 0
6.8
12
m
00
5"
0'
4
10 0. 10
1
32°
1
11
9
12
13
8
0° 00' 00"
173.74 m
14 LOT 2 -
STAGE 2d
7
15
6
16
LOT 2 - 5
17 STAGE 2c
7' 50"
m
231.44
169° 2
18 4
[OCR of page images]
ANY REDUNDANT DRIVEWAY CROSSOVERS AND
DRAINAGE OUTLETS FROM THE KERB AND
CHANNEL INCLUDING ANY ASSOCIATED PIPES
ACROSS THE FOOTWAY TO
THE KERB AND CHANNEL AND FOOTWAY
REINSTATED TO LOCAL AUTHORITIES CURRENT
SPECIFICATIONS
BE REMOVED AND
STANDARDS.
WARNING
THE CONTRACTOR SHALL CONFIRM THE
LOCATION OF ALL EXISTING SERVICES ON
AND EXTERIOR TO THE SITE INCLUDING
WATER MAINS, SEWER MAINS, GAS MAINS,
TELECOMMUNICATIONS CABLES, ELECTRICAL
CABLES, AND STORMWATER PIPES. ANY
DAMAGE TO EXISTING SERVICES SHALL BE
REPAIRED AT THE CONTRACTORS EXPENSE.
NOTES
The location and depth of all services shall be
verified on site with service authority prior
To commencement of construction.
Concrete driveway and parking areas shall
be constructed with 32 MPa concrete
For building set-out refer architectural drawings.
All dimensions and levels shall be verified on
site. Do not scale from drawing.
SITE PLAN 1
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7 7 / “ a + — WOE GS 69 _— ~~ )
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RESDENE SO | y y
COMMUNITY /
l4
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EXISTING WORKS
EXISTING EP20 WASTEWATER
HOLDING TANK AND PUMP STATION
Refer Hydraulic drawings for
sanitary drainage layouts.
parking areas shall be as follows
75 % Minimum Density for cohesionless material (AS 1289 E5.1); and
90 % Relative Dry Density (STD Comp.) for material other than (i).
|
J fl if
So
[
7
/
4
Sy
ana 7
a Za
a a c
7 SY Y
67.00 m
~ 173.74m
Compaction of material under concrete driveways and
GENERAL NOTES (SOME MAY NOTE APPLY)
THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL OTHER CONSULTANTS
DRAWINGS AND SPECIFICATIONS.
EFORE PROCEEDING WITH THE WORK ANY DISCREPANCIES IN THE CONTRACT
DOCUMENTS SHALL BE REFERRED FOR DECISION TO THE ENGINEER.
DO NOT SCALE FROM DRAWINGS IF IN DOUBT, ASKI!!
CONTRACTOR SHALL VERIFY ALL LOCATIONS OF SERVICES, ALL DIMENSIONS AND
LEVELS PRIOR TO CONSTRUCTION.
ALL MATERIALS & WORKMANSHIP SHALL BE IN ACCORDANCE WITH AS2890, THE
BUILDING CODE OF AUSTRALIA (INCLUDING THE QUEENSLAND SUPPLEMENT), THE
QUEENSLAND BUILDING ACT AMENDMENT ACT 1991 AND THE LOCAL AUTHORITY'S
BY-LAWS.
THE CONTRACTOR IS RESPONSIBLE TO OBTAIN RELEVANT APPROVALS PRIOR TO
COMMENCEMENT OF WORKS.
ALL STORMWATER CULVERTS TO BE RCP CLASS 2. ALL ROOFWATER PIPES TO BE
uPVC CLASS ‘SH’.
SILT MANAGEMENT PLAN TO REMAIN IN PLACE UNTIL COMPLETION OF WORKS AND
SATISFACTORY MAINTENANCE IS COMPLETED.
ALL PROPOSED OPERATIONAL WORKS SHALL BE CONSTRUCTED IN ACCORDANCE
WITH COUNCIL'S OPERATIONAL WORKS APPROVAL LETTER AND COUNCIL’S DECISION
NOTICE-DEVELOPMENT PERMIT.
CONCRETE KERB RAMPS SHALL BE ALIGNED TO COMPLY WITH COUNCIL'S STANDARD
DRAWING NO. 01-75 AND SHALL BE CONSTRUCTED STRICTLY IN ACCORDANCE WITH
COUNCIL STANDARD DRAWING NO. 01-15F.
ALL TEMPORARY ADNDPERMANENT ROAD SIGNS AND LINEMARKING SHALL COMPLY
WITH THE CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES(M.U.T.C.D.).
EXISTING LINE MARKING SHALL BE REMOVED BY GRINDING NOT"BLACKING OUT".
COUNCIL DOES NOT APPROVE OF BLACKING OUT OF EXISTING LINE MARKING.
KERB MARKERS SHALL BE PROVIDED FOR ALL WATER, TELSTRA AND ANY OTHER
SERVICE CONDUIT ROAD CROSSINGS AS APPLICABLE
LINDSAY CONSULTING (7;
Cstructural ivfl Engineers)
RPEQ 4928
OFF. 2C/82 PARKER/STREET, MAROGPHYDORE 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
MAY BE USED IN PART OR WHOLE WITHOUT
PRIOR EXPRESS WRITTEN CONSENT OF
LINDSAY CONSULTING PTY LTD
CLIENT AND PROJECT DESCRIPTION
BRIAN WILLIAMS
VILLAS DEVELOPMENT
396 LAKE COOROIBAH RD
NOOSA
DRAWING TITLE
SITE PLAN 1
SCALES
0 10 200m
Orig. 1:500
SURVEY DATUM
ASSOCIATED CONSULTANTS
REVISION LIST
A_| ORIGINAL ISSUE 21/12/17
B | REVISED 16/03/18
Computer File
171687-CP.DWG
DRAWING NUMBER SHEET] REV.
17-1687-C2 2 |B
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