Council archive · source document
Response to RFI Sewer & Water Network Plans · OPW25/0057
Plans and drawings: the text below has words only, no drawings.
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
NETWORK WORKS - SEWER & WATER
PROPOSED 1 INTO 3 DEVELOPMENT
LOT 10 on SP118458
FOR
NOOSA SHIRE COUNCIL
AT
62 LAKE MACDONALD DR, COOROY
DEVELOPMENT PERMIT NUMBERS: TBC
COVEY ASSOCIATES PTY LTD
ABN 59 137 305 992
(07) 5443 7777
[email protected]
124 DUPORTH AVENUE
PO BOX 16
MAROOCHYDORE QLD 4558
PROJECT No. 233467 ISSUE FOR - APPROVAL
PROJECT ENGINEER: SHANE RYNNE PH 07 5443 7777
PROJECT COORDINATOR: CHRIS TEMMERMAN PH 07 5443 7777
DRAWING NO. - C001 DRAWING TITLE - COVER SHEET - UNITYWATER
ISSUE - D
Sheet List Table
Sheet Number Sheet Title
C001 COVER SHEET - UNITYWATER
C003 DEVELOPMENT LAYOUT PLAN
C400 WATER RETICULATION PLAN
C440 WATER CONNECTION DETAILS
C460 WATER RETICULATION NOTES
C600 SEWERAGE RETICULATION PLAN
C620 SEWER LONGITUDINAL SECTIONS
C640 SEWER NOTES AND DETAILS SUBJECT SITE
C641 BRIDGING STRUCTURE DETAIL
LOCALITY PLAN
N.T.S.
IMAGE SOURCE: Whereis
c:\12dS\data\12DSERVER\233467_2957\DWG Covey\OPW\Uncontrolled\C001 COVER SHEET - UNITYWATER.dwg Plot 1 July 2025 - 11:02 AM
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Section 2
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
PROPOSED URBAN CHR(S)
INTERSECTION UPGRADE
TO LAKE MACDONALD DR,
REFER TO SHEET
C250-C252 FOR DETAILS F
CONNECT TO EXISTING PROPOSED CONNECTION TO
PROPOSED GREEN WATER MAIN EXISTING SEWER NETWORK
CYCLE LANE
13
TREATMENT ACROSS
A CT SP176968
ELL
INTERSECTION
N
DIA
PROPOSED INTERSECTION DIAN
WITH DIANELLA CT
PROPOSED 6m WIDE LOCAL ELLA
URBAN ROAD WITHIN 23m 23 CT
27 SP176968 14
WIDE ROAD RESERVE 20 17 16 15
28 SP176968 SP176968
SP176968 SP176968 SP176968 SP176968
SP176968 26 22 21
SP176968 SP176968 SP176968
CONNECT TO EXISTING
SEWER MAINTENANCE HOLE PROPOSED 2m WIDE
CONCRETE FOOTPATH ACCESS RESERVE
LAKE
INDICATIVE INDENTED
5.9m
CARPARKING BAYS
10m
3m
ROAD RESERVE
(12 TOTAL) PROPOSED SEWER MH.
MACD
WITH PROPERTY
23m
CONNECTION TO LOT 3
ROAD 1 S
6m
O
PEAR TREE LANE
NALD
S LOT 3 STORMWATER ROAD RESERVE
W W CONNECTION POINT (UNDEVELOPED)
LOT 1 STORMWATER
DR
PROPOSED 6m S W
CONNECTION POINT 6m
WIDE DRIVEWAY LOT 2 STORMWATER
ACCESS TO LOT 1 PROPOSED TEE-HEAD TURNAROUND TO
CONNECTION POINT
CATER FOR NSC WASTE COLLECTION VEHICLE
LOT 2 STORMWATER
LOT 2 STORMWATER PROPOSED 6m CONNECTION POINT
1 19.55m CONNECTION POINT WIDE DRIVEWAY 2 13m 3 INDICATIVE
STORMWATER
ACCESS TO LOT 2
TREATMENT AREA
PROPOSED
ACCESS RESERVE
NOTE: THE DEVELOPMENT OF LOT 3 TO
INCLUDE AN INDEPENDENT
STORMWATER TREATMENT SYSTEM AT
THE EXPENSE OF THE LOT 3 DEVELOPER 33
PROPOSED CUT-OFF SWALE WITHIN LOT 100 C56016
REFER SHEET C350 FOR DETAILS
S W
PROPOSED SEWER & WATER
CONNECTION TO BALANCE LOT
100
1
SP118458
LEGEND
COOROY CEMETERY LANDSCAPE BUFFER REFER
PROPOSED ALLOTMENT
101 LANDSCAPE PLANS FOR DETAILS
MCH655 PROPOSED BALANCE LOT FOR FUTURE PROPOSED STORMWATER DRAINAGE
CEMETERY EXPANSION
PROPOSED SEWER MAIN
PROPOSED NOOSA COUNCIL RESERVE S PROPOSED SEWER CONNECTION POINT
PROPOSED WATER MAIN
PROPOSED ROAD PAVEMENT
EXISTING BUILDING W PROPOSED WATER CONNECTION POINT
TO REMAIN PROPOSED ROAD WIDENING EXISTING STORMWATER DRAINAGE
EXISTING WATER MAIN
PROPOSED CONCRETE FOOTPATH
INTERFACE / CHANGE OF GRADE
PROPOSED CONCRETE DRIVEWAY &
ENERGY SERVICE PROVIDERS TELECOMMUNICATIONS EXISTING SITE BOUNDARY
elstra
CARPARKING
AGL SERVICE PROVIDERS
ERGON. AUSTRALIA BIORETENTION BASIN FILTER SURFACE
ENERGY
energex Telstra visionstream
origin
NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM
OPTUS
NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM
WARNING: OPTIC FIBRE Check all dimensions before commencement of work.
Check Site boundary dimensions from the Title plans
PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED
EXTREME CARE TO BE TAKEN WHILE EXCAVATING IN THE Check Building Boundary clearances by set out.
PRIOR TO START OF CONSTRUCTION. PHONE DBYD PRIOR TO START OF CONSTRUCTION. PHONE DBYD VICINITY OF OPTIC FIBRE CABLES. LOCATIONS ARE TO Notwithstanding the information supplied on this drawing,
SERVICE LOCATIONS ON 1100 FOR DETAILS. SERVICE LOCATIONS ON 1100 FOR DETAILS. BE CONFIRMED PRIOR TO START OF CONSTRUCTION. SCALE 1:500 (A1) - 1:1000 (A3) 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 F 17/06/2025 RFI STORMWATER AMENDMENTS SK Drawing title - Project - PROPOSED 1 INTO 3 Site - Project No. 233467 Sheet No. C003
E 16/05/2025 ELECTRICAL COORDINATION SK
Design - SK Drawn - SK D 24/03/2025 UPDATED PROJECT NAME SK DEVELOPMENT LAYOUT PLAN DEVELOPMENT 62 LAKE MACDONALD DRIVE, Digital Ref :
C003 DEVELOPMENT LAYOUT
PLAN Issue : F
C 14/03/2025 UPDATED LOT LAYOUT SK
Scales - AS SHOWN B 20/09/2024 ISSUE FOR APPROVAL SK COVEY ASSOCIATES PTY LTD 124 DUPORTH AVENUE Client -
NOOSA COUNCIL COOROY This Document is copyright and shall not be copied
A 29/11/23 PRELIMINARY SK
ABN 59 137 305 992 PO BOX 16 without written approval, nor shall it be used except
Document Stage - APPROVAL (07) 5443 7777 MAROOCHYDORE QLD 4558 for the Development and the Site Specified.
Issue Date Description By [email protected]
c:\12dS\data\12DSERVER\233467_2957\DWG Covey\OPW\Uncontrolled\C003 DEVELOPMENT LAYOUT PLAN.dwg Plot 1 July 2025 - 11:02 AM
Section 3
104
104
104
6
102
106
10
4
108
10
107
105
103
101
104
RP BDY
9 109
105 10 IT IS THE RESPONSIBILITY OF THE
103
101
107 110 CONTRACTOR TO CONTACT THE RELEVANT
10 8
3
108 109
10
10
106 110
9
10 5
111 6.775m VERGE
102
AUTHORITIES TO CONFIRM THE LOCATION OF
4
10
7
10
101 ELEC. PILLAR 112
111 104 104 TO THE
ALL EXISTING SERVICES PRIOR
108 ELECTRICITY & 104 104
102
109 106 COMMENCEMENT OF EXCAVATION
102 110 105
107
108
7 COMMUNICATIONS 104
10
104 03 106 1.5m 110 0
1PROPOSED CONNECTION (1) 108 109 110 11
105
4
111
1.5m
10
1
10 7
TO EXISTING WATER MAIN 106
112 11
105
10 3 104 105
2
11
0.9m
BY UNITYWATER AT 10 105
9
Ø150 WATER MAIN 106
10
1
103
104 107 107
111
DEVELOPER'S COST. REFER 0.6m08
106
AIN6 109 11
2
113
1
112
111
DETAIL (C440) R M 10 109 105
8
2 ELEC. ELEC. 11101
ATE
10
10 0.6m 113
112
9
DI W
1
10 PMT PILLAR
6
1m
1021
107
10
0 STORMWATER DRAIN
10
N0255 113
G D1 7 PILLAR 110
DN160 PE100 TUNNEL BORE
10 PILLAR
PMT BDY
113
108 107
TIN
REFER C440 FOR DETAILS
103
4
EXI
S T 108 EXCLUSION11 4 1.5m
AC
10 EXCLUSION 111 ZONE Ø150 SEWER MAIN 6
ex FH 112 10
LL
106
ZONE 113
NE
110
114 112 2.75m 10 8
114 13
5 114
111
115
DIA
5
1
108 11
107 107
105
112
11
LOT 1 WATER SERVICE POINT LOT 3 WATER SERVICE POINT
115
21
103 109
1111
TYPICAL ROAD CORRIDOR SERVICE ALIGNMENTS DIAN
3
110SCALE 1:50 (A3) 108
114
11
SCALE 1:50 (A3) 111 110 E LLA C 108
107
103 111 SCALE 1:50 (A3) 109
4
113
112
104
T
11
6 114
1007
103 1 110
11 0
115
5
11
114
113
103
4
1
109
10
110
115
11
3
103
10 5
108
108
10
110
3 WATER UNDER STW
112
10 114
109
15
111
109
105
113
106
3 REFER DETAIL (C440) 1 115
112
10 103 106 113
5
116117 116 116
11
116117 117 116 115 112 110
22.5° BEND 115 117 114 113 112 111
103
117 116 Section 4
115 111
LAKE
112
101
0
22.5° BEND WATER OVER STW PIPE 11
110
106
WATER OVER STW PIPE
110
WATER OVER STW PIPE
112
113
103
115
107
109
104 MIN 300 CLEARANCE 1
109
108 MIN 300 CLEARANCE MIN 300 CLEARANCE 113 11
118
MACD
116
101 900
TYP.
1.5m
114
22.5°
1
ROAD 1
11
2
11
BEND SV 115
TYP.
1.5m
117 116
ONAL
PROPOSED WATER 117
102
5 SV
103
10
8
CONNECTION TO LOT 3
0
11
111
11
W
112
22.5° BEND SV 13
118 REFER DETAIL 1
114
D DR
11.25° BEND 7 119
118 119W
6
10 109 10 SV
10
108 3 FH 4
1.5m 1 11 FH 11
112W 6 FH
111
15
103
SV 11
104
6.3m 60.1m 1 52.8m 39.9m
PROPOSED WATER 120
119
17
103
5
1
11
CONNECTION TO LOT 1 FH 32.9m 1.5m 117 11
6
11.25° BEND
114
REFER DETAIL 118
PROPOSED WATER
111
112
113
CONNECTION TO LOT 2 118 120
109 110 3
1 113
11
4 2 REFER DETAIL
119
103
12 121
1 119 121
105
3163m² 1.75m 5 7854m² 9148m² 120
11 6
11
120
102
7
11
108
103
107
4
101 11
5
111
11
106
WATER MAIN
118
102
113
122
112
4 121
118
11 122 117 6
11
113 19
104
112
5 116 1 LEGEND
1
11
12
110
120
101
DUCKFOOT HYDRANT 117 123
EXISTING DN100 AC
118
AT END OF LINE
103
109
119
114
120
118 122
PROPOSED ASPHALT ROAD
1.5m
5
121
11
123
2
FH
12
119
113
117
102
124 PROPOSED CONCRETE FOOTPATH
114
5 6
4 10
108 111 120 11
119
10
107
116 117 123
106 W 120
115
ex FH
7
PROPOSED CONCRETE DRIVEWAY & CARPARKING
101
11
8
118
11 9 120 2
123
4
114
11 121 12
10
106
105
114
124 124
111
112
121
109
20 A WATER SERVICE BIORETENTION BASIN FILTER SURFACE
117
115
NOTE: PROVISION 1OF
116
108
121
113
102
125
120
TO BALANCE LOT 100 CAN BE PROVIDED
8
104
11
3
0 122 12
116
12 LANDSCAPE BUFFER
115
114
VIA PROPOSED RESERVE IF The text continues on section 5.
Used in these records
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