Original source · versioned page text
RFI - Attachment B revised carparking layout detail
ALL DRAWINGS TO BE PRINTED IN COLOUR!
.00
6.0
0 106 106.50 SERVICE LOCATIONS
10
It is the responsibility of the Contractor to
106
.25
5 106.50
106.2 contact the relevant service authorities to
106
BEFORE YOU DIG 106
.00
105
ascertain .50 the exact location of services
.75
prior to construction.
106
.
50
106.00
0
6.5
10
PP TIMBER POST AND RAIL FENCING existing turfed area
AROUND PERIMETER OF RAISED
106.50 106.50
TURFED AREA. (APPROX. 180M)AS
PER IPWEAQ STD DRG GS-042
106.25
PROPOSED PAVEMENT:
CONCRETE DRIVEWAY AS PER ENSURE EXISTING AREA IS FREE 150mm THICK CONCRETE
IPWEAQ STD DRG RS-061. DRAINING, TURF DISTURBED AREAS AND SL72 MESH CENTRALLY PLACED
(MAX GRADE 4%) CONNECT TO EXISTING TURFED SWALE PLAIN GREY - BROOM FINISH
JOIN SMOOTHLY
INTO EXISTING
106
.50
KERB CONTINUES ON SHEET C14
AND CHANNEL
106.5
0
106.50 106.50 106.50
C03
106.50 106.50 106.50
A
106 106.50 106.50
.25
106.25 106.25
106.25 106.25
AT SAG IN KERB AND CHANNEL 106.25 106.25
106.25 106.25
PROVIDE 200mm GAP TO DISCHARGE 106.25 106.25
106.00
106.25
TO FULLY TURFED SWALE DRAIN 106.00 TYPE B1 KERB AND CHANNEL
106.00 105.75
106.00
CONSTRUCT KERB RETURN WITH 300mm
106.00 BACKING STRIP 106.00
C03
B
105.75 106.00 105.50
WITH.00BACKING STRIP
6
10
FILE:N:\PI\Design_Services\CAPITAL WORKS\2017-2018\Hinterland Playground, Cooroy\Drawings\Working\Hinterland Playground (Rev D).dwg DATE:13/Jul/2020 BY:blhuillier
105.50 105.75 105.25105.75
105.75 105.25
106.2 105.75
105.50
105.75
5
2.10
105.75
.60 105.75 105.50
R0 106.00 106.00 105.50
106.00 106.00 106.00 106.00 1075
105. 5.7
106.25 5
EXISTING
10
5.5
6.26m -
JOIN NEATLY TO EXISTING
0
10
600mm CUTBACK LINE 2.60
4.80
106.25 ASPHALT PAVEMENT
5.5
0
10
6.0
0
10
13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 6 .00 29 30 31 32 33 34
106.0
PROVIDE CHEVRON 0
CONTINUES SHEET C13
0.60m PAVEMENT
ISLAND
REPLACEMENT
0
106.0
2.10
1.95
.25
106
105.75
MATCH SMOOTHLY INTO EXISTING CONCRETE. PROVIDE
106.2
5 EXPANSION AND CONTROL JOINTS THROUGHOUT SLAB -
8.40m
3.90
ALIGNED WITH EXISTING JOINTS. REFER CONCRETE
7.80
4.20
PROVIDE DIRECTIONAL ARROWS JOINTS LEGEND BELOW. PROVIDE DOWELED JOINTS INTO
IN AISLE OF CARPARK EXISTING CONCRETE AS PER DETAILS ON SHEET C17.
existing asphalt 10
6.2
5
1.95
106.50 106
2.10
.5 0
existing concrete
106.0
0
existing edge of pavement
106.25
PROVIDE YELLOW
106
.50 "NO PARKING" LINE
10
6.2
5
105.7
106.25
106
.25
5
106.25
COOROY CAMPHOR LOWER MILL SITE
LAUREL CLUB COOROORA WOODWORKERS CLUB
CONCRETE JOINTING LEGEND
NOTES:
EXPANSION JOINT AS PER RS-065
1. REFER ALSO TO DESIGN & EXISTING LEGENDS ON SHEET C01.
CONTROL JOINT AS PER RS-065 2. REFER TO SHEET C06 FOR DESIGN SETOUT TABLES.
0 2 4 6m
3. REFER DEMOLITION PLANS ON SHEETS C07 & C08 FOR FURTHER DETAILS.
DOWELED EXPANSION JOINT AS PER RS-065
(ISOLATION JOINT) Scale 1:100 @A1 4. REFER TO SHEET C15 FOR CONCRETE JOINT DETAILS
E
D 11/06/2020 REVISED FOR APPROVAL M.T. C.E.
PSM No 138979 | 158664
NOOSA COUNCIL INFRASTRUCTURE MAPLE STREET - COOROY Capital Project Number
500557
A1
(AHD) RL 106.960 | 106.277
C 10/04/2020 ISSUED FOR TENDER M.T. C.E. PLANNING, DESIGN & DELIVERY HINTERLAND PLAYGROUND - APEX PARK AND MILL PLACE
B 22/01/2020 DRAFT ISSUE M.T. C.E. SURVEYED A CRAMPTON 08 / 2018
A 15/08/2019 ISSUED FOR REVIEW M.T. C.E. DRAWN B L'HUILLIER 08 / 2019
PO Box 141 Tewantin, TEWANTIN QLD 4565 UPGRADE WORKS Sheet No. - Revision No.
Rv DATE REVISIONS REC. APPR. CHECKED ph:(07) 5329 6500 | email: [email protected] DESIGN FEATURES - CARPARK AREA 2 C12 D
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original (RFI - Attachment B revised carparking layout detail.pdf)
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.
Full text of the other 3 pages
Page 2
ALL DRAWINGS TO BE PRINTED IN COLOUR!
NOTES: CONTINUES ON SHEET C14
1. REFER ALSO TO DESIGN & EXISTING LEGENDS ON
CONTINUES SHEET 12
SHEET C01.
5
105.2
105.50
2. REFER TO SHEET C06 FOR DESIGN SETOUT TABLES.
3. REFER DEMOLITION PLANS ON SHEETS C07 & C08 FOR
10
5.5
0
FURTHER DETAILS.
105.25
10
1.50
5.5
4. REFER TO SHEET C15 FOR CONCRETE JOINT DETAILS
0
175mm THICK CONCRETE PATHWAY CROSSING
SLOPED AT 2.5% MAXIMUM.
.60
R0 32MPA, SL72 MESH CENTRALLY PLACED
PLAIN GREY
SERVICE LOCATIONS
105.75
It is the responsibility of the Contractor to
contact the relevant service authorities to
BEFORE YOU DIG ascertain the exact location of services
prior to construction. existing concrete
105.5
1.50
0
PROPOSED 1.50m WIDE CONCRETE
PATHWAY WITH 2.5% CROSSFALL
105.7
5
FILE:N:\PI\Design_Services\CAPITAL WORKS\2017-2018\Hinterland Playground, Cooroy\Drawings\Working\Hinterland Playground (Rev D).dwg DATE:14/Jul/2020 BY:blhuillier
105.50
MATCH SMOOTHLY INTO
EXISTING SURFACE. DOWEL
INTO EXISTING CONCRETE AS
PER IPWEAQ STD DRG RS-065
5.50
10
ENSURE PLACEMENT OF FILL BEHIND PATHWAY IS
FREE DRAINING WITH NO AREAS OF PONDING
105.50
3.00
EXISTING SURFACE
3.00
105
VARIES 1.0%
.50
105.5
0
175mm THICK CONCRETE PATHWAY
SLOPED AT 2.5% MAXIMUM. G
50mm BEDDING SAND -
32MPA, SL72 MESH CENTRALLY PLACED
CCS "BISCUIT" OXIDE
SECTION G
SCALE 1:50
0 1 2 3m
Scale 1:50 @A1
JOIN SMOOTHLY TO EXISTING
CONCRETE PATHWAY. DOWEL
INTO EXISTING CONCRETE AS PER
IPWEAQ STD DRG RS-065 EXISTING CONCRETE
105.75 PATHWAY (CONTINUES
TO PLAYGROUND AND 0 2 4 6m
105.75 COOROY LIBRARY )
Scale 1:100 @A1
105.75
E
D 11/06/2020 REVISED FOR APPROVAL M.T. C.E.
PSM No 138979 | 158664
NOOSA COUNCIL INFRASTRUCTURE MAPLE STREET - COOROY Capital Project Number
500557
A1
(AHD) RL 106.960 | 106.277
C 10/04/2020 ISSUED FOR TENDER M.T. C.E. PLANNING, DESIGN & DELIVERY HINTERLAND PLAYGROUND - APEX PARK AND MILL PLACE
B 22/01/2020 DRAFT ISSUE M.T. C.E. SURVEYED A CRAMPTON 08 / 2018
A 15/08/2019 ISSUED FOR REVIEW M.T. C.E. DRAWN B L'HUILLIER 08 / 2019
PO Box 141 Tewantin, TEWANTIN QLD 4565 UPGRADE WORKS Sheet No. - Revision No.
Rv DATE REVISIONS REC. APPR. CHECKED ph:(07) 5329 6500 | email: [email protected] DESIGN FEATURES - PATHWAY CONNECTION C13 D
Page 3
0
104.5
ALL DRAWINGS TO BE PRINTED IN COLOUR!
.00
105
105.2
104.50 104.25
104.25
104.75
5
104
.25
104.00
104
104 .00
0
.25
104.5
0
104.5
10
104.00
.75
6.2
103
10
5
6.0
105
105
104
0
.50
.75
BEFORE YOU DIG
.50
104.75
103.50
104.75
105.00
104.00
103.75
105.2
5
104 04.5
104.00
.25 0
1
104.75 104.25
104.50
106
25.
106
.00
105
105
.75
.50
BASIN TO BE REHABILITATED DURING
CONSTRUCTION. REFER TO REPORT "2001
106
SWQMP HINTERLAND PLAYGROUND" BY
.50
CALLAGHAN AND TOTHS
10
5.0
0
0
6.5
10
105
.25
TURFED SWALE DRAINS TO OUTLET
TO EXISTING BIORETENTION BASIN.
106
.25
106
.00
105
FILE:N:\PI\Design_Services\CAPITAL WORKS\2017-2018\Hinterland Playground, Cooroy\Drawings\Working\Hinterland Playground (Rev D).dwg DATE:14/Jul/2020 BY:blhuillier
105
.75
TIMBER POST AND RAIL FENCING
.50
105.0
0
AROUND PERIMETER OF RAISED
106
TURFED AREA. (APPROX. 180M)AS
.50
PER IPWEAQ STD DRG GS-042
SERVICE LOCATIONS
EXISTING TURFED It is the responsibility of the Contractor to
contact the relevant service authorities to
CARPARKING AREA ascertain the exact location of services
105.25
prior to construction.
106
.25
106
PROVIDE Ø375 RCP CULVERT WITH PRE CAST HEADWALLS
.00
105
AND OUTLET SCOUR PROTECTION. PROVIDE 1m x 1m
.75
105.50
GROUTED ROCK SCOUR PROTECTION WITH 100mm (D50)
10
6.5
INLET: OUTLET:
0
E: 491028.845 E: 491038.472
N: 7078476.576 N: 7078478.173
IL : 104.54 IL : 104.48
106.50
106.50 106.50
PROVIDE GROUTED ROCK SCOUR 5
106.25 106.2
PROTECTION WITH 100mm (D50) AT
105.25
106.25 106.25
106.00
OUTLET OF SWALE AND KERB AND 106.0
0
CHANNEL TO Ø375 RCP CULVERT 105.75 5
106.00 105.7
106.00 105.50
.50
105
105.75
105.25105.75
105.25 CONTINUES ON SHEET C14
105.50
105.75 105.50
NOTES:
5
105.2
105.50
1075
105. 5.75 1. REFER ALSO TO DESIGN & EXISTING LEGENDS ON
SHEET C01.
10
5.50
2. REFER TO SHEET C06 FOR DESIGN SETOUT TABLES.
105.25
10
5.5
3. REFER DEMOLITION PLANS ON SHEETS C07 & C08
0
10
6.0
FOR FURTHER DETAILS.
0
10
6.0
0 0 2 4 6m
4. REFER TO SHEET C15 FOR CONCRETE JOINT DETAILS
Scale 1:100 @A1
105.75
E
D 11/06/2020 REVISED FOR APPROVAL M.T. C.E.
PSM No 138979 | 158664
NOOSA COUNCIL INFRASTRUCTURE MAPLE STREET - COOROY Capital Project Number
500557
A1
(AHD) RL 106.960 | 106.277
C 10/04/2020 ISSUED FOR TENDER M.T. C.E. PLANNING, DESIGN & DELIVERY HINTERLAND PLAYGROUND - APEX PARK AND MILL PLACE
B 22/01/2020 DRAFT ISSUE M.T. C.E. SURVEYED A CRAMPTON 08 / 2018
A 15/08/2019 ISSUED FOR REVIEW M.T. C.E. DRAWN B L'HUILLIER 08 / 2019
PO Box 141 Tewantin, TEWANTIN QLD 4565 UPGRADE WORKS Sheet No. - Revision No.
Rv DATE REVISIONS REC. APPR. CHECKED ph:(07) 5329 6500 | email: [email protected] DESIGN FEATURES - CARPARK AREA 3 C14 D
Page 4
ALL DRAWINGS TO BE PRINTED IN COLOUR!
0
.75 106.0
105 105.75
105
.75
105.75
106.00 106.25
SERVICE LOCATIONS 5
PP 106.2
105.2
It is the responsibility of the Contractor to
5
contact the relevant service authorities to 106.00
ascertain the exact location of services
10
6 .0
0
prior to construction.
106.25 51 52 53
.00
106 50
10
49
6.2
10
5
6.0
105
105
48
0
.75
.50
105.7
0 106.25 46
106.0
45
5
54
BEFORE YOU DIG
105.75
10
44 55
6.2
105.2
5
5
43
0
56
106.0
106
.25
106
0
6.0
105
.00
10
105
.75
42 57
.5
0
.75
105
106
.50
41 58
0
6.5
10
5
6.2
FILE:N:\PI\Design_Services\CAPITAL WORKS\2017-2018\Hinterland Playground, Cooroy\Drawings\Working\Hinterland Playground (Rev D).dwg DATE:14/Jul/2020 BY:blhuillier
10
40 EXISTING RAISED 59
105
TURFED AREA
.25
.0 0
106 106.50
60
106
39
.25
106
106.50
5
106.2
.00
105
106.5
0
105
75.
.50
61
38
106
.50
106.00
6.5
0 62
10
37
63
36 TIMBER POST AND RAIL FENCING
106.50
106.50 EXISTING GRAVEL AISLE
AROUND PERIMETER OF RAISED
OF CARPARK
106.25
TURFED AREA. (APPROX. 180M)AS
106
.25
PER IPWEAQ STD DRG GS-042
35 2.60
106
.00
82 81 80 79 78 77 76 75 74 73
10
72 71 70 69 68 67
6.5
CONCRETE DRIVEWAY AS PER 66 65 64
0
IPWEAQ STD DRG RS-061.
4.80
(MAX GRADE 4%)
106
.5 0
106.5
0
106.50 106.50 106.50 106.50 106.50
CONTINUES ON SHEET C12
106.50 106.50 106.50
106 5
.25 106.25 106.2
106.25 106.25
106.25 106.25 106.25
106.25 106.2 5
106.00 0
106.25 106.0
106.25 106.00
105.75 5
106.00 106.00 105.7
106.00 106.00
105.75 106.00 105.50
0
6.0
10
NOTES:
1. REFER ALSO TO DESIGN & EXISTING LEGENDS ON SHEET C01.
2. REFER TO SHEET C06 FOR DESIGN SETOUT TABLES.
0 2 4 6m
3. REFER DEMOLITION PLANS ON SHEETS C07 & C08 FOR FURTHER DETAILS.
Scale 1:100 @A1 4. REFER TO SHEET C15 FOR CONCRETE JOINT DETAILS
E
D
PSM No 138979 | 158664
NOOSA COUNCIL INFRASTRUCTURE MAPLE STREET - COOROY Capital Project Number
500557
A1
(AHD) RL 106.960 | 106.277
C PLANNING, DESIGN & DELIVERY HINTERLAND PLAYGROUND - APEX PARK AND MILL PLACE
B SURVEYED A CRAMPTON 08 / 2018
A 14/07/2020 ISSUED FOR APPROVAL M.T. C.E. DRAWN B L'HUILLIER 08 / 2019
PO Box 141 Tewantin, TEWANTIN QLD 4565 UPGRADE WORKS Sheet No. - Revision No.
Rv DATE REVISIONS REC. APPR. CHECKED ph:(07) 5329 6500 | email: [email protected] DESIGN FEATURES - CARPARK AREA 2 C20 D