Council archive · source document
Appendix E Civil Engineering Plans · RAL25/0004
Plans and drawings: the text below has words only, no drawings.
Original PDF page 22, section 1. The text section number identifies this passage in the reader.
C240
C241 C242 C243
KEY MAP
23
SP176968 IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO CONTACT THE RELEVANT
AUTHORITIES TO CONFIRM THE LOCATION OF
ALL EXISTING SERVICES PRIOR TO THE
COMMENCEMENT OF EXCAVATION
4
11
5
113
11
22 21
SP176968 SP176968
112
5
11
116
115 117
1.2m
EMT
RP BDY
114
LANDSACPE BUFFER
5m WIDE
5.225m
CH 120
CH 140
CH 160
115
REFER ROAD 1 DETAIL PLAN - SHEET 2 FOR CONTINUATION
116
112
SM3 KERB SM3 KERB
REFER ROAD 1 DETAIL PLAN - SHEET 4 FOR CONTINUATION
LEGEND
3m
ROAD 1 PROPOSED ASPHALT ROAD
PROPOSED CONCRETE FOOTPATH 125mm THICK
18m
SL72 MESH 32MPa REFER C260 FOR DETAILS
PROPOSED CONCRETE DRIVEWAY 175mm THICK
3m
2 1
A
1.5m 6.3m 6.3m 1.5m A SL82 MESH 32MPa REFER C260 FOR DETAILS
600 CHANNEL 600 CHANNEL 600 CHANNEL
BIORETENTION BASIN FILTER SURFACE
LANDSCAPE BUFFER REFER LANDSCAPE PLANS
2.5m
FOR DETAILS
PROPOSED STORMWATER DRAINAGE
1.27m
SM3 KERB SM3 KERB SM3 KERB PROPOSED SEWER MAIN
PROPOSED WATER MAIN
EXISTING STORMWATER DRAINAGE
2m
EXISTING WATER MAIN
EXISTING COMMUNICATIONS CABLES
1m
RP BDY
EXISTING UNDERGROUND ELECTRICAL
1m
1m
PROPOSED ASPHALT EXISTING OVERHEAD ELECTRICAL
CARPARKING
PROPOSED 2m WIDE INTERFACE / CHANGE OF GRADE
1 CONCRETE FOOTPATH 1
E EXISTING SITE BOUNDARY
D GENERALLY IN ACCORDANCE
113 WITH IPWEA STD DRG RS-065 PROPOSED 900x900 FIELD EXISTING TREES
LOT 2 INLET FOR LOT 2 STW
CONNECTION. PROVIDE A 10
114 Ø225 PVC STUB DESIGN SURFACE CONTOURS (250mm INTERVALS)
PROPOSED 900x900 FIELD
INLET FOR LOT 2 STW 10 EXISTING SURFACE CONTOURS (250mm INTERVALS)
CONNECTION. PROVIDE A 6
11
Ø225 PVC STUB
5
11
SCALE 1:100 (A1) - 1:200 (A3)
7
11
Check all dimensions before commencement of work.
Check Site boundary dimensions from the Title plans
Check Building Boundary clearances by set out.
Notwithstanding the information supplied on this drawing,
the location, depth and extent of underground or overhead
services are to be confirmed and protected on site by the
contractor prior to commencement of works.
Approved
Checked - CT
Consulting Civil & Drawing title - Project - COMMUNITY AFFORDABLE Site - Project No. 233467 Sheet No. C242
Design - SK Drawn - SK Structural Engineers ROAD 1 DETAIL PLAN - SHEET 3 HOUSING DEVELOPMENT 62 LAKE MACDONALD DRIVE, Digital Ref :
C240-C243 ROAD 1 DETAIL
PLANS Issue : A
Scales - AS SHOWN Project Management 124 DUPORTH AVENUE Ph (07) 5443 7777 Client -
NOOSA COUNCIL COOROY This Document is copyright and shall not be copied
ASSOCIATES PTY LTD PO BOX 16 Fax (07) 5443 7577 without written approval, nor shall it be used except
Document Stage - APPROVAL
A 10/01/24 ISSUE FOR CLIENT REVIEW SK
& Planning MAROOCHYDORE QLD 4558
for the Development and the Site Specified.
Issue Date Description By E-MAIL: [email protected]
c:\12dS\data\12DSERVER\233467_2957\DWG Covey\OPW\Uncontrolled\C240-C243 ROAD 1 DETAIL PLANS.dwg Plot 7 June 2024 - 11:05 AM
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