CIVIL FOR APPROVAL-1303-10b-21b · OPW15/0142

Page 2

Civil, Environmental &
Hydraulic Engineers


[OCR of page images]
 

 

 

(NOTE ALL UNDERGROUND SERVICES ARE
APPROXIMATE LOCATIONS ONLY. ACTUAL

LOCATION MUST BE LOCATED PRIOR TO

EXCAVATION)

CLEARING & EARTHWORKS NOTES

  
 
 
 
 
 
 
 
 
 
 
  
 
   
  
   
    
  
   
 
  
     

 
 

z
°%

  

AC

OBTAIN ONE CBR TEST PER MATERIAL TYPE OR
AT EVERY 100m OF ROAD. THE CONTRACTOR
WILL MEET COMPACTION TESTING COSTS

CLEAR TREES, STUMPS & ROOTS TO 300mm
BELOW SUBGRADE. MULCH AND STOCKPILE

STRIP TOPSOIL TO 150mm OR DEEPER AS IN

REQUIRED. PROOF ROLL FILL AREA & COMPACT |
TO 95% RDD (OR 100% RDD IF 300mm BELOW

SUBGRADE). REMOVE ANY UNSUITABLE MATERIAL +

AND REPLACE WITH APPROVED FILL. STOCKPILE
AND RE-SPREAD ALL USEABLE TOPSOIL.

APPROVED FILL TO BE MINIMUM SOAKED CBR 6,
FREE OF ORGANIC MATTER, MAXIMUM AGGREGATE
SIZE < 50mm. PLACE IN MAXIMUM 200mm
LAYERS AND COMPACT TO 95% RDD (65% RDD
FOR COHESIONLESS SOIL). COMPACT TO 100%
RDD IF 300mm BELOW SUBGRADE.

CONTRACTOR TO VERIFY ALL INVERT LEVELS,
SURFACE LEVELS, COVER OVER DRAINAGE LINES
AND MINIMUM FALLS ARE CORRECT AND
OBTAINABLE PROIR TO COMMENCEMENT OF WORK. _

WORKPLACE HEALTH AND SAFETY ACT. 1995 ALL
WORK IS TO BE CARRIED OUT IN ACCORDANCE
WITH THIS ACT AND IN PARTICULAR THE
CONTRACTOR IS TO ENSURE THE REQUIREMENTS
OF THIS SPECIFICATION.

CONTRACTOR SHALL VERIFY BENCH MARK LEVELS
AND ADVISE THE SUPERINTENDANT OF ANY 0,
DISCREPANCIES PRIOR TO COMMENCING ‘L
CONSTRUCTION.

CONTRACTOR SHALL VERIFY THE LOCATION OF
ALL EXISTING SERVICES PRIOR TO
COMMENCEMENT OF WORK. ALL EXISTING
SERVICES AND STRUCTURES ARE TO BE
MAINTAINED IN GOOD ORDER FOR THE DURATION
OF THE CONTRACT. ANY COST ASSOCIATED WITH
REPAIRING DAMAGE TO EXISTING SERVICES SHALL
BE PAID FOR BY THE CONTRACTOR.

ALL LEVELS TO AHD.

. UNLESS SPECIFIED OTHERWISE ALL MATERIALS

AND WORK SHALL COMPLY WITH THE RELEVANT
AUSTRALIAN STANDARDS.

  

SAW CUT BITUMEN &
REMOVE EXIST K & C.
CONSTRUCT NEW INDENTED
CARPARKS TO PLAN 12

 

 

 

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SAW CUT KERB INVERT &
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CONSTRUCT NEW DRIVEWAY
6m WIDE TO IPWEAQ
RS—51 & PLAN 12

 

 

 

  
 
 

  
   
  
  

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REMOVE EXIST DRIVEWAY &
REINSTATE KERB
CONSTRUCT NEW FOOTPATH
CONNECTION TO IPWEAQ RS—65,|
REGRADE VERGE TO MATCH
EXISTING.
PLACE 50mm TOPSOIL AND SIR
WALTER TURF

 

 

 

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Civil, Environmental &
Hydraulic Engineers

PO BOX 2305

NOOSA HEADS 4567

6/41 Sunshine Beach Road

Phone 54749081, Fax 54749041
www.callaghanandtoth.com.au

 

  

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title

     
      
   
   
    

SURVEYED BY
MAX WATTERSON & ASSOCIATES

E 54 426 121

LOT 102 on SP236518

Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL

Locality of COOROY

a

project

PROPOSED KABARA HOSTEL
EXTENSION, 20 TOPAZ STREET
COOROY
Ks

i
Client

NOOSA COUNCIL

—.—
a

OVERALL CIVIL WORKS PLAN

i)
——_—_——————————————————

 

5 0 5 10 15 20 25m

a
SCALE BEFORE REDUCTION (A3}

1500

SCALE SHOWN IS ORIGINAL DRAWING SCALE D0 NOT SCALE
THIS DRAWING USE ONLY DIMENSIONS PROVIDED.
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REVISIONS
ment] revision details date
A | PRELIMINARY ISSUE. 07/15
B | DRAINAGE ADDITIONS 08/15
NY /
FILES

 

COMPUTER DIRECTORY

 

X\JOBS\CT\...

 

 

FOR APPROVAL

 

Sheet 2 of 12 sheets

 

drawing number

1303-11

 

 

 

XN

date JULY 2015

 

 

 

 

 

Page 3

Civil, Environmental &
Hydraulic Engineers


[OCR of page images]
 

 

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CARPARK SETOUT TABLE 1
POINT | EASTING | NORTHING LEVEL
1 822.358 | 1165.595 -
2 822.495 | 1163.293 | bit 108.677
3 835.158 | 1158.935 | bit 108.797
4 | 836.727 | 1160.656 -
5 839.805 | 1157.646 108.843
6 845.565 | 1155.964 108.976
7 845.054 | 1154.238 109.164
8 844.966 | 1151.466 109.230
9 844.735 | 1150.124 109.173
10 | 838.972 | 1150.396 109.000
11 | 839.118 | 1153.146 109.121
12 | 839.295 | 1155.924 109.031
13° | 838.904 | 1148.948 108.822
14 838.208 | 1147.538 108.561
15 836.663 | 1147.069 180.425
16 831.863 | 1147.582 108.454
7 831.245 | 1148.384 108.488
18 831.741 | 1153.026 108.628
19 823.975 | 1153.852 108.766
20 823.411 | 1148.482 108.604
21 822.109 | 1145.705 108.534
22 | 822.781 | 1142.717 108.430
23° | 822.256 | 1137.644 108.277
24 | 835.151 | 1135.968 108.037
25 | 835.755 | 1141.636 108.208
26 | 836.687 | 1141.537 108.140
27 | 838.189 | 1140.747 107.924
28 | 838.741 | 1139.142 107.646
29° | 840.827 | 1121.821 106.438
30 | 843.992 | 1119.061 106.475
31 | 841.162 | 1114.376 106.310
32 | 863.315 | 1101.016 106.510
33° | 864.952 | 1103.731 106.642
34 | 866.369 | 1104.775 106.747
35 | 868.110 | 1104.512 106.786
36 | 872.637 | 1101.782 106.844
37 | 880.203 | 1109.680 107.111
38 | 849.572 | 1128.153 106.795
39 | 847.583 | 1124.855 107.680
40 | 845.626 | 1124.591 107.628

 

  
 

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q Callaghan & Toth )

\ Civil, Environmental &
| Hydraulic Engineers
t PO BOX 2305
\ NOOSA HEADS 4567
6/41 Sunshine Beach Road
Phone 54749081, Fox 54749041
www.callaghanandtoth.com.au
designed | ADT | datum AHD DERIVED
drawn MM ; PSM
checked | AH | Origin (BM.) RL *

    

 

 

+

 

 

 

 

approved
SURVEYED BY

MAX WATTERSON & ASSOCIATES
PHONE 54 426 121

 

a

project

PROPOSED KABARA HOSTEL
EXTENSION, 20 TOPAZ STREET
COOROY

DS

i
Client

NOOSA COUNCIL

—.—

a
title

CARPARK LAYOUT PLAN

i)
——_—_——————————————————

LOT 102 on SP236518

Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL
Locality of COOROY

$$

SCALE

 

25 0 25 50 75 10 125m
= ee 1:250
SCALE BEFORE REDUCTION (A3)

SCALE SHOWN IS ORIGINAL DRAWING SCALE D0 NOT SCALE
THIS DRAWING USE ONLY DIMENSIONS PROVIDED.
—

 

 

 

 

 

 

 

 

 

 

REMISIONS
iment] revision details date
A | PRELIMINARY ISSUE 07/15
B | DRAINAGE ADDITIONS 08/15
NY /
FILES

 

 

COMPUTER DIRECTORY
X:\JOBS\CT\...

FOR APPROVAL

Sheet 3 of 12 sheets
drawing number

1303-12

XY date JULY 2015

 

 

 

 

 

 

 

 

 

 

 

Page 4

Civil, Environmental &
Hydraulic Engineers


[OCR of page images]
 

 

 

DRIVEWAY & LOWER CARPARK
SETOUT TABLE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    
 
  
 
   

 

 

 

 

 

 

 

 

 

 

 

POINT | CHAINAGE | EASTING | NORTHING | LEVEL 2
a
IP 0.000 | 843.942 | 1162.509 | 109.088 a
a
P2 5.918 | 842.279 | 1156.829 &
20.000 | 841.615 | 1142.763 | 108.163 %
a
TC 33.149 840.995 1129.628 106.619 gs
Oo
ok oO
IP3 38.176 | 842.087 | 1124.783 o 5 Bg &
40.000 | 843.097 | 1123.268 | 106.547 e g goe z
B 9 OFS 9
cT 43.203 | 845.506 | 1121.181 | 106.553 2 wee aie ai 5
5 Si & rn
60.000 | 859.889 | 1112.506 | 106.740 z 7 So ©
- mH OB ba
IP4 78.894 | 876.068 | 1102.749 2 0B Se ai Zz
N wo a ~
ze “e585 §
oO FP an o 8
a Co a °o +
a 5 N
& Qo
; 00
3 zm
= oO y
3 o- ON x ‘2 DRIVEWAY & LOWER CARPARK CENTRELINE
z eu iB oO wo
wo . On o
5G A o yy
2 2 jo 2
re 5 Lo i 25mm AC SURFACING WITH HOT PRIME
C6 we ne a 100mm BASE COURSE GRAVEL COMPACTED TO 100% STD
aN o* Mm 100mm SUB BASE COURSE GRAVEL COMPACTED TO 100% STD
“EOS Ng 3
N oO N
» a +
zm
= Ooo =
5 ie) 5
or
a wo a
KR
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mo SCR Po
. co wo = 1
Horiz Curve Data 6 635% RP9.55m
V pave
Vertical Geometry Grade (%) bole —12.354% _-16.778% _| 0.174% 1.113%
Vertical Curve Length (m) L1)0.168
Vertical Curve Radius (m) R60
| \
|
|
DATUM R.L.104.000 |
CUT 1.412 3.954 0.664 0
VOLUMES E
FILL 1.372 23.574 262.869 195.049
© 6 + S| R| 6] S| B 3 =
oO -_ a m _ _ oO QD _ o
NATURAL SURFACE o 6 N 6| 6| 6| 6| 6 6 ©
oO oO oO oO oO oO oO oO oO oO
g 5 a| 8 £| 8] 2 3 8
oO
CUT / FILL DEPTH 3 2 B Sf me} m| +] 9 © %
oO oO °o Oo oO oO o oO oO oO
1 | Oo 1 | 1 | 1 | 1
0 » wo oa _ _ ~ » oO oO
DESIGN LEVELS ON @ e 3 3] 3| 3| S| 8 = B
o co nN o oO oO o oO oO oO
ROAD CENTRELINE 2 2 2 2; 2; ee] 2] & 2 2
2] |@)slef} | 3 Z
CHAINAGE ~ =| 8] N 2
oO oO mM oO oO oO ~» oO oo
oO N N mM » » t+ o ~

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

DRIVEWAY & LOWER CARPARK LONGITUDINAL SECTION

Callaghan & Toth )

\ Civil, Environmental &
| Hydraulic Engineers

PO BOX 2305

NOOSA HEADS 4567

6/41 Sunshine Beach Road

Phone 54749081, Fax 54749041

www.callaghanandtoth.com.au

   

 

designed | ADT | datum AHD DERIVED

 

drawn WM ’

 

 

. PSM
checked | AH Origin (B.M.) RL *

 

 

approved

 

SURVEYED BY
MAX WATTERSON & ASSOCIATES
PHONE 54 426 121

——
project

PROPOSED KABARA HOSTEL
EXTENSION, 20 TOPAZ STREET
COOROY

—_

(i
Client

NOOSA COUNCIL

—.—

(i
title

DRIVEWAY & LOWER CARPARK

LONGITUDINAL SECTION

——_—_——————————————————

LOT 102 on SP236518

Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL
Locality of COOROY

$$

——_—_———————————————————
SCALE

 

wet 0.25 5 7.5 10 125 15 Hor. 500
es SS

0 0.2505 0.75 1 1.25 1.5 VERT. 50
‘SCALE SHOWN IS ORIGINAL DRAWING SCALE D0 NOT SCALE
\ THIS DRAWING USE ONLY DIMENSIONS PROVIDED. )
ES

 

 

 

 

 

 

 

 

 

 

 

REMISIONS
iment] revision details date
A | PRELIMINARY ISSUE 07/15
B | MINOR CHANGE ISSUE 07/15
NY /
FILES

 

COMPUTER DIRECTORY

 

X:\JOBS\CT\...

 

 

FOR APPROVAL

 

Sheet 4 of 12 sheets

 

drawing number

1303-13

 

 

 

 

LO date JULY 2015 )

 

 

 

 

Page 5

Civil, Environmental &
Hydraulic Engineers


[OCR of page images]
 

 

 

 

  

NEW KERB AND CHANNEL TO STD DWG RS—O80 TYPE B1

 

 

NEW FLUSH KERB TO STD DWG RS-080 TYPE ER1

 

 
    
 

  

106.628
106.466

Datum 105
| Centreline R.L.106.547

CH40.000

 

   

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Datum 107
Centreline R.L.107.7

 

 

 

 

 

 

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Centreline R.L.108.27
5.96 ———————-| | 0.45
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Bo "8s 3 0
> OD 8
a ey 3% 7

     

 

Datum 108
Centreline R.L.108.781

CH15.000

 

NEW FLUSH KERB TO STD

DWG RS-O080 TYPE ER!

 

 

q Callaghan & Toth )

\ Civil, Environmental &
\yi Hydraulic Engineers
WN PO BOX 2305
iN NOOSA HEADS 4567

6/41 Sunshine Beach Road
Phone 54749081, Fox 54749041
www.callaghanandtoth.com.au

 

 

designed | ADT | datum AHD DERIVED

 

drawn WM ’

 

 

. PSM
checked | AH Origin (B.M.) RL *

 

 

approved

 

SURVEYED BY
MAX WATTERSON & ASSOCIATES
PHONE 54 426 121

a

project

PROPOSED KABARA HOSTEL
EXTENSION, 20 TOPAZ STREET
COOROY

—_

(i
Client

NOOSA COUNCIL

—.—

(i
title

DRIVEWAY & LOWER CAR PARK
CROSS SECTIONS

——_—_——————————————————

LOT 102 on SP236518

Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL

Locality of COOROY

$$

——_—_———————————————————
SCALE

 

10 0 10 20 3.0 4.0 5.0m
1100
SCALE BEFORE REDUCTION (A1)
‘SCALE SHOWN IS ORIGINAL DRAWING SCALE DO NOT SCALE

\ THIS DRAWING USE ONLY DIMENSIONS PROVIDED. }
FF

 

 

 

 

 

 

 

 

 

 

REMISIONS
iment] revision details date
A | PRELIMINARY ISSUE 07/15
B | MINOR CHANGE ISSUE 07/15
NY /
FILES

 

 

COMPUTER DIRECTORY

 

X:\JOBS\CT\...

 

 

FOR APPROVAL

 

Sheet 5 of 12 sheets

 

drawing number

1303-14

 

 

 

 

LO date SEPT 2015 )

 

 

 

 

Page 6

Civil, Environmental &
Hydraulic Engineers


[OCR of page images]
 

 

 

 

NEW FLUSH KERB TO
STD DWG RS—080 TYPE ER1

 

 

   

107.110

 

CH78.894

 

 

 

 

 

107.104

2.90

 

 

CH71.169

Centreline R.L.106.95

 

     
 

NEW KERB AND CHANNEL TO STD DWG RS—O80 TYPE B1

 

 

‘S. oN

 

 

NEW FLUSH KERB TO
STD DWG RS—O80 TYPE ER1

 

 

CH60.000

    

 

 

NEW FLUSH KERB TO
STD DWG RS—080 TYPE ER1

 

 

 

CH50.000

Centreline R.L.106.864

 

16.30

 

 

~— em

'T-106.98

 

 

0%

Datum

 

103

q Callaghan & Toth )

\ Civil, Environmental &
| Hydraulic Engineers

PO BOX 2305

NOOSA HEADS 4567

6/41 Sunshine Beach Road

Phone 54749081, Fax 54749041

www.callaghanandtoth.com.au

    

 

 

 

 

 

designed | ADT | datum AHD DERIVED
drawn MM. ; PSM +
checked | AH Origin (B.M.) RL *
approved

 

 

SURVEYED BY
MAX WATTERSON & ASSOCIATES
PHONE 54 426 121

a

project

PROPOSED KABARA HOSTEL
EXTENSION, 20 TOPAZ STREET
COOROY

—_

(i
Client

NOOSA COUNCIL

—.—

(i
title

LOWER CAR PARK
CROSS SECTIONS

——_—_——————————————————

LOT 102 on SP236518

Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL

Locality of COOROY

$$

——_—_———————————————————
SCALE

 

Centreline R.L.106.74

10 0 10 20 3.0 4.0 5.0m
1100

SCALE BEFORE REDUCTION (A1)

‘SCALE SHOWN IS ORIGINAL DRAWING SCALE DO NOT SCALE

\ THIS DRAWING USE ONLY DIMENSIONS PROVIDED. }
FF

 

 

16

30

 

 

 

 

 

 

 

I~ 106.868

 

  

0.80 1.00 0.80
| I |

 

0.30

 

 

1 106.388

 

 

NEW FLUSH KERB TO STD DWG RS—O80 TYPE ER1

Datum 104

 

 

Centreline R.L.106.628

 

 

 

 

 

REMISIONS
iment] revision details date
A | PRELIMINARY ISSUE 07/15
B | MINOR CHANGE ISSUE 08/15
NY /
FILES

 

 

COMPUTER DIRECTORY

 

X:\JOBS\CT\...

 

 

FOR APPROVAL

 

Sheet 6 of 12 sheets

 

drawing number

1303-15

 

 

 

 

LO date SEPT 2015 )

 

 

 

 

Page 7

Civil, Environmental &
Hydraulic Engineers


[OCR of page images]
 

 

 

UPPER CARPARK SETOUT TABLE

 

 

 

 

 

 

 

POINT CHAINAGE | EASTING | NORTHING LEVEL
IP1 0.000 841.655 | 1143.623 | 108.270
5.000 836.683 | 1144.152 | 108.275
10.000 831.712 | 1144.682 | 108.364
15.000 826.740 | 1145.211 108.452

IP2 19.357 822.407 | 1145.673

 

 

 

 

 

 

 

 

DRIVEWAY & LOWER CARPARK CENTRELINE

 

IP CH. 3.000 RL.108.240

Horiz Curve Data

NATURAL SURFACE

19.657 RL.108.534

IP_CH.

  

     
   
   

25mm AC SURFACING WITH HOT PRIME
100mm BASE COURSE GRAVEL COMPACTED TO 100% STD
100mm SUB BASE COURSE GRAVEL COMPACTED TO 100% STD

4.
0

9.707 RL.108.68
19.957 RL.108.69

 

IP CH
IP_ CH.

 

 

 

 

 

 

 

 

 

 

 

ae
Vertical Geometry Grade (%) Liz 1\765% | Sais
Vertical Curve Length (m)
Vertical Curve Radius (m)
DATUM R.L.104.000
51.012|50.492] 30.52
VOLUMES CUT
FILL 0 0.01
Qo N N Oo ANTS
+ N a nm oO] 0
NATURAL SURFACE a| 3 3 s| ale
8} 8} 8) 8) 3/8
CUT / FILL DEPTH S| = sg] £ gis
1 So 3 So S|o
DESIGN LEVELS ON R} &£} sf] 8] S]s
09 oO ee} ioe) 06 | 00
ROAD CENTRELINE 2 2 2 2 22
oO
CHAINAGE s
of wow} Sf £) &]R

 

 

 

 

 

 

CARPARK UPPER LONGITUDINAL SECTION

q Callaghan & Toth )

\ Civil, Environmental &
\yi Hydraulic Engineers
WN PO BOX 2305
iN NOOSA HEADS 4567

6/41 Sunshine Beach Road
Phone 54749081, Fox 54749041
www.callaghanandtoth.com.au

 

 

designed | ADT | datum AHD DERIVED

 

drawn WM ’

 

 

. PSM
checked | AH Origin (B.M.) RL *

 

 

approved

 

SURVEYED BY
MAX WATTERSON & ASSOCIATES
PHONE 54 426 121

——
project

PROPOSED KABARA HOSTEL
EXTENSION, 20 TOPAZ STREET
COOROY

—_

(i
Client

NOOSA COUNCIL

—.—

i
title

UPPER CARPARK LONGITUDINAL

SECTION

——_—_——————————————————

LOT 102 on SP236518

Parish of TEWANTIN
County of MARCH
NOOSA COUNCIL

Locality of COOROY

$$

——_—_———————————————————
SCALE

 

025 5 7.5 10 12.5 15 HOR. 500
Se
0 0.25 0.5 0.75 1 1.25 1.5 VERT. 50
‘SCALE SHOWN IS ORIGINAL DRAWING SCALE D0 NOT SCALE
\ THIS DRAWING USE ONLY DIMENSIONS PROVIDED. )
ail.

 

 

 

 

 

 

 

 

 

 

REMISIONS
iment] revision details date
A | PRELIMINARY ISSUE 07/15
B | MINOR CHANGE ISSUE 08/15
NY /
FILES

 

 

COMPUTER DIRECTORY

 

X:\JOBS\CT\...

 

 

FOR APPROVAL

 

Sheet 7 of 12 sheets

 

drawing number

1303-16

 

 

 

 

LO date SEPT 2015 )

 

 

 

 

Page 8

Civil, Environmental &
Hydraulic Engineers


[OCR of page images]
 

 

          

CH19.357

1.108.619

 

 

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Datum 108

 

  
 
 

Centreline R.L.108.529

108.745
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Datum 107

 

Centreline R.L.108.496

 

 

 

 

lo

108.701
7,
%
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108.657

 

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|

 

0.45

Datum 108
Centreline R.L.108.364

Centreline R.L.108.408

 

 

® i NEW BARRIER KERB TO
Net STD DWG RS—080 TYPE B2

 

 

Datum 107

 

Centreline R.L.108.281

q Callaghan & Toth )

\ Civil, Environmental &
\yi Hydraulic Engineers
WN PO BOX 2305
iN NOOSA HEADS 4567

6/41 Sunshine Beach Road
Phone 54749081, Fox 54749041
www.callaghanandtoth.com.au

 

 

designed | ADT | datum AHD DERIVED

 

drawn WM ’

 

 

. PSM
checked | AH Origin (B.M.) RL *

 

 

approved

 

SURVEYED BY
MAX WATTERSON & ASSOCIATES
PHONE 54 426 121

a

project

PROPOSED KABARA HOSTEL
EXTENSION, 20 TOPAZ STREET
COOROY

DS

i
Client

NOOSA COUNCIL

—.—

a
title

UPPER CARPARK CROSS

SECTION

——_—_——————————————————

LOT 102 on SP236518

Parish of TEWANTIN
County of MARCH
NOOSA COUNCIL

Locality of COOROY

$$

——_—_———————————————————
SCALE

 

10 0 10 20 3.0 4.0 5.0m
e100
SCALE BEFORE REDUCTION [A1)

‘SCALE SHOWN IS ORIGINAL DRAWING SCALE DO NOT SCALE

\ THIS DRAWING USE ONLY DIMENSIONS PROVIDED. }
FF

 

 

 

 

 

 

 

 

 

 

REMISIONS
iment] revision details date
A | PRELIMINARY ISSUE 07/15
B | MINOR CHANGE ISSUE 08/15
NY /
FILES

 

 

COMPUTER DIRECTORY

 

X:\JOBS\CT\...

 

 

FOR APPROVAL

 

Sheet 8 of 12 sheets

 

drawing number

1303-17

 

 

 

 

KS date SEPT 2015

 

 

 

 

Page 9

Civil, Environmental &
Hydraulic Engineers


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450x450 PIT WITH L/DUTY GALVANIZED
GRATE, TO STD DRG IPWEAQ D-0050 &

SETOUT ON PLAN 19

 

 

 

 

 

 

0050 &

    
        

   

 

0050 &

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0050 & SETOUT ON PLAN 21

450x450 PIT WITH L/DUTY GALVANIZED

 

 

GRATE, TO STD DRG IPWEAGQ D-

 

GALVANIZED GRATE, TO STD DRG

450x450 PIT WITH L/DUTY
>IPWEAQ D.

 

Ye

 

 

 

 

 

Page 10

         Civil, Environmental &
         Hydraulic Engineers




LEGEND


[OCR of page images]
 

 

 

 

BIORETENTION &
SWALE SETOUT TABLE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

[Pa

 

 

 

 

PROPOSED RAINWATER
RAINWATER TANK

PROPOSED BIORETENTION BASIN
LOCATION TO DETAILS ON PLAN 21

PROPOSED PVC STORMWATER PIPE
PROPOSED FRC STORMWATER PIPE
PROPOSED ROOFWATER PIPE
PROPOSED KERB EDGE

ROADSIDE GULLY PIT WITH PRE
ENTRY

TYPE 2 600x600 PIT WITH ELEVATED
GRATE.

PROPOSED ASPHALT SURFACING
PROPOSED CONCRETE FOOTPATH
PROPOSED FINISH LEVEL
DIRECTION OF SHEET FLOW

STONE PITCHED BASIN OVERFLOW
PROPOSED TOP OF 1IN3 TO 1IN 4

LANDSCAPED BATTER
PROPOSED TOE OF BATTER ~

  

 
 

 

POINT | EASTING | NORTHING LEVEL. DESCRIPTION
1 834.622 1136.789 | 108.059 LIP LEVEL MID PIT.
2 835.264 | 1131.194 | 106.370 UD LEVEL
3 836.442 | 1122.248 | 106.310 CORNER BIO BERM TOP
4 836.782 | 1120.875 | 105.710 CORNER BIO SAND
5 836.944 | 1120.778 | 105.750 IL 2000 PIPE OUTLET
6 839.644 | 1119.149 | 105.750 IL 1508 PIPE OUTLET
7 840.848 | 1118.420 | 105.710 CORNER BIO SAND
8 842.222 | 1118.762 | 106.310 CORNER BIO BERM TOP
9 838.202 | 1114.319 | 105.710 JUNCTION BIO & SWALE
10 836.976 | 1112.000 | 105.710 CORNER BIO SAND
a] 837.316 | 1110.627 | 106.310 CORNER BIO BERM TOP
12 831.536 | 1114.113 | 106.310 CORNER BIO BERM TOP i
13 832.909 | 1114.453 | 105.710 CORNER BIO SAND 4
14 835.459 | 1114.083 | 106.010 |CONC EDGE LEVEL & PIT CENT 4
15 858.500 1101.899 | 106.150 SAND LEVEL SWALE CORNER 4
16 860.542 | 1099.305 | 106.190 SAND LEVEL SWALE END 4
7 846.700 | 1125.765 | 106.500 |CONC EDGE LEVEL & PIT CENT 4
18 836.257 | 1094.945 | 106.800 IL 300¢ PIPE OUTLET j
19 823.425 163.548 | 106.690 LIP LEVEL MID PIT oN
20 882.650 | 1100.216 222 CONC EDGE LEVEL & PIT CENT 10
2 886.059 | 1103.720 222 CONC EDGE LEVEL & PIT CENT oy
22 899.552 | 1097.935 222 CONC EDGE LEVEL & PIT CENT 7
23 925.309 | 1088.035 22? CONC EDGE LEVEL & PIT CENT _
A Qo |
~ Ke
4 (OR ory
LEGEND Q Tbe eS &

 

1.5sqm 2008 ROCK SPALLS
SCOUR PROTECTION

 

 

 

 

 

VEE CHANNEL 1.0
WIDE 0.1 DEEP
OVER GEOTEXTILE

 

 

 

2006 RIVER STOKE]

 

'300@ PRECAST HEADWALL &
3sqm 200% ROCK SPALLS
SCOUR PROTECTION

 

 

 

 

  

N
IP19.139
20.000

 

 

2006

\\| WIDE
\ OVER

 

   

\\\ ]VEE_CHANNEL 1.0

IVER STONE

0.1 DEEP
GEOTEXTILE.

 

 

   

  
 
 

Clo oud &

4
4
4

 

15006 PRECAST HEADWALL
& 0.5sqm 2006 ROCK
SPALLS SCOUR PROTECTION

 

 

 

 

 

600x600 PIT WITH L/DUTY GALVANIZED]
GRATE, TO STD DRG IPWEAQ D-0050

 

TYPE 2 & DETAILS ON PLAN 21

 

 

XS 200% RIVER STONE

2 SS VEE CHANNEL 1.0
WIDE 0.1 DEEP

(OVER GEOTEXTILE

 

 

 

    
  
      
 
       
      

q Callaghan & Toth )

\ Civil, Environmental &
| Hydraulic Engineers

PO BOX 2305

NOOSA HEADS 4567

6/41 Sunshine Beach Road

Phone 54749081, Fax 54749041

www.callaghanandtoth.com.au

   

 

 

 

 

 

designed | ADT | datum AHD DERIVED
drawn MM. ; PSM +
checked | AH Origin (B.M.) RL *
approved

 

 

SURVEYED BY

MAX WATTERSON & ASSOCIATES
PHONE 54 426 121

——
project

PROPOSED KABARA HOSTEL
EXTENSION, 20 TOPAZ STREET
COOROY

DS

i
Client

NOOSA COUNCIL

—.—

a
title

STORMWATER DRAINAGE PLAN

i)
——_—_——————————————————

LOT 102 on SP236518

Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL
Locality of COOROY

 

5 0 5 10 15 20 25m
ee 1500
SCALE BEFORE REDUCTION (A3)

SCALE SHOWN IS ORIGINAL DRAWING SCALE DO NOT SCALE
‘THIS DRAWING USE ONLY DIMENSIONS PROVIDED.
—

 

 

 

 

 

 

 

 

 

CHANNEL 1.0 WIDE 0.1

200% RIVER STONE VEE

 

  
 
 

DEEP.

 

 

 

REMISIONS
iment] revision details date
A | PRELIMINARY ISSUE 07/15
B | DRAINAGE ADDITIONS 08/15
NY /
FILES

 

 

COMPUTER DIRECTORY

 

 

 

OVER GEOTEXTILE

 
 
    

X:\JOBS\CT\...

 

 

FOR APPROVAL

 

Sheet 10 of 12 sheets

 

drawing number

 

1303-19

 

 

 

date JULY 2015

 

 

Page 11

            Civil, Environmental &
            Hydraulic Engineers




SB1




      SB1


[OCR of page images]
 

 

LEGEND

PLACE TEMPORARY ROCK ACCESS STD DWG
SD 6-14 WITH CATTLE GRID & TWIN 375¢
PIPES AS DIRECTED BY ENGINEER

EXTENTS OF EXCAVATION. WHEN 1:2
TOPSOIL & MULCH. WHEN 1:4 TOPSOIL
AND TURF (AS PER LANDSCAPE PLANS).

EXTENTS OF FILLING. TOPSOIL SOmm THICK & TURF:
(AS PER LANDSCAPE PLANS).

WET DAM SEDIMENT BASIN TO STD DRG SD 6-4.
WITH 0.4 STORAGE, 0.6 SETTLING & 0.5 WEIR ON 4
DOWNSTREAM END 4

 

EARTH BANK DIRTY WATER DIVERSION (OR 4
HHH SEDIMENT FENCE ALTERNATIVE) TO STD DWG 4

SD 5-5. WRAP MOUND IN GEOTEXTILE OR q
WEED MAT

SEDIMENT FENCE TO STD DWG SD 6-8 7, 4
Qs 3
—_> DIRECTION OF SEDIMENT FLOW/FINISHED ALLOTMENT FLOW 4

8 GEOTEXTILE SAUSAGE INLET FILTER TO STD
OWG SD 6-11

 

ONSITE EROSION & SEDIMENT CONTROL
OBJECTIVE:

TIME FROM COMMENCEMENT OF DISTURBANCE TO REHABILITATION TO BE <3 MONTHS.
CLEARANCE:

1. PLACE CLEAN WATER DIVERSION AND SEDIMENT BASINS IN PLACE BEFORE COMMENCING
STRIPPING.

2. MINIMISE DISTURBANCE BEYOND EXTENT OF WORK TO 2m (Sm MAXIMUM).
3. SLASH AND STORE GRASS FOR MULCH, STRIP AND STOCK PILE TOPSOIL.

4, MULCH CLEARED VEGETATION FOR RE-USE AND STOCKPILE MULCH AND TOPSOIL AWAY
FROM CONCENTRATED STORMWATER FLOW PATHS.

5. STOCKPILE ON SITE

DIVERT OVERLAND STORMWATER AROUND STOCKPILES BY BUNDS
SILT FENCE IS TO BE PLACED ON DOWNSLOPE OF STOCKPILE
SEPERATE FROM REMAINING VEGETATION AREAS BY MINIMUM 2m

IF STOCKPILES ARE TO BE LEFT FOR 2 WEEKS, COVER WITH GEOFABRIC OR
EQUIVALENT

*
*
*

*

6. STORE EXTRA MATERIALS FOR EMERGENCY EROSION AND SEDIMENT CONTROL ON SITE
(je. MULCH, GYPSUM, ROCKS, GEOFABRIC, SAND BAGS).

7. IF WATER RELEASED FROM SITE IS, OR IS LIKELY TO EXCEED 50mg\L: TAKE FURTHER
IMMEDIATE REMEDIAL ACTION BEFRE RELEASING WATER.

8. ANY DIVERSION DRAINS WHICH DROP DOWN BATTERS MUST BE GEOTEXTILE LINED

9. EMBANKMENTS OR BATTERS NOT BEING WORKED MUST BE STABILISED IMMEDIATELY THEY
ARE PREPARED.

10. STORE GYPSUM ON SITE FOR MULTIPLE BASIN FILLS.
11. HOLD POINTS FOR ESCP.
* PRESTART MEETING

* SUBGRADE APPROVAL
* FINAL TRIM BASE APPROVAL

 

 

 

   
   
   
    

 

 

BUILD BIO BASIN AND
SWALE EARLY AND USE AS
A DIRTY WATER DIVERSION
AND SEDIMENT BASIN.

  
 
 

 

 

Nou,  <

CAR

 

 

LAY PIPE AND PIT PRIOR TO
EWKS SO THAT IT CAN ACT
AS A CLEAN WATER
DIVERSION

 

 

 

 

LAY GEOPTEXTILE SHUTES
TO SWALES AT BIO BATTER

 

 

~

  
    

Ss MH

SS LL:108.69
NS IL:105991

      
       
   

q Callaghan & Toth )

Civil, Environmental &
| Hydraulic Engineers
‘ PO BOX 2305

NOOSA HEADS 4567

6/41 Sunshine Beach Road
Phone 54749081, Fox 54749041
www.callaghanandtoth.com.au
designed | ADT | datum AHD DERIVED
drawn MM

. PSM
checked | AH Origin (B.M.) RL *

 

 

 

+

 

 

 

 

approved
SURVEYED BY

MAX WATTERSON & ASSOCIATES
PHONE 54 426 121

 

——
project

PROPOSED KABARA HOSTEL
EXTENSION, 20 TOPAZ STREET
COOROY

DS

i
Client

NOOSA COUNCIL

—.—

a

title

SEDIMENT & EROSION CONTROL
PLAN

i)

——_—_——————————————————

LOT 102 on SP236518

Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL
Locality of COOROY

 

‘THIS DRAWING USE ONLY DIMENSIONS PROVIDED.

a

5 0 5 10 15 20 25m

ee 1500
SCALE BEFORE REDUCTION (A3)

SCALE SHOWN IS ORIGINAL DRAWING SCALE DO NOT SCALE

 

 

 

 

 

 

 

 

 

 

REVISIONS
ment] revision details date
A | PRELIMINARY ISSUE. 07/15
B | DRAINAGE ADDITIONS 08/15
/
FILES

 

 

COMPUTER DIRECTORY

 

X\JOBS\CT\...

 

 

FOR APPROVAL

 

Sheet 11of 12 sheets

 

drawing number

 

 

1303-20

 

 

date JULY 2015

 

 

Page 12

Civil, Environmental &
Hydraulic Engineers


[OCR of page images]
 

 

 

PROPOSED ASPHALT
SURFACING EDGE SETDOWN TO
IPWEAQ WSUD-008

    
       
  
  

ae op —4 o—

TUBE STOCK @8/sqmAS PER
LANDSCAPE PLAN

BIO PLUS SAND WITH 3% ORGANICS
1:50 LONGITUDINAL GRADE

0.1m DEEP COARSE SAND 0.30
TRANSITION LAYER
{0.Smm-2mm)

 

 

 

 

0.2m MINIMUM DEEP 5-2mm WASHED
SCREENINGS & SLOTTED RIGID SEEPAGE
PIPES & 0.5% MIN GRADE.

 

e
O Nes
\S 70
TURF BATTERS.
ae __
N
eas, x, | } A_4
____ WSs = i
TV Q/
Z

1x9100 SLOTTED RIGID SEEPAGE PIPE.

BIORETENTION SWALE TYPICAL CROSS SECTION

 

SCALE N.T.S

WEIR 1m WIDE WITH GEO & ROCK
SHUTE 2m WIDE TO PWEAQ
WSUD-006

RL106.31

PIT, PIPEWORK AND OUTLET
CONFIGURATION AS PER IPWEAQ
STD DWG WSUD-002

 

| 2

 

—

BIORETENTION BASIN

70

6

CO
O

     
     

 

SCALE 1:100

SURCHARGE GRATE LIGHT DUTY “TELLAM SPG 600x600
NORMAL GRATE & FRAME ON LEGS” MIN 100 GAP TO PIT,
CONTRACTOR TO MEGAPOXY ALL JOINS.

BIO PLUS SAND WITH 3% ORGANICS WITH TUBE STOCK
@8/sqm AS PER LANDSCAPE PLAN

  

 

 

   

 

 

 

BIORETENTION COARSE
SEDIMENT FOREBAY 2009
RIVER STONES OVER
GEOTEXTILE

q Callaghan & Toth )

\ Civil, Environmental &
\yi Hydraulic Engineers
WN PO BOX 2305
iN) NOOSA HEADS 4567

6/41 Sunshine Beach Road
Phone 54749081, Fox 54749041
www.callaghanandtoth.com.au

 
  

 

 

 

 

 

designed | ADT | datum AHD DERIVED
drawn MM. ; PSM +
checked | AH Origin (B.M.) RL *
approved

 

 

 

SURVEYED BY

MAX WATTERSON & ASSOCIATES
PHONE 54 426 121

——
project

PROPOSED KABARA HOSTEL
EXTENSION, 20 TOPAZ STREET
COOROY

—_

(i
Client

NOOSA COUNCIL

—.—

i
title

BIORETENTION DETAIL PLAN

i)
——_—_——————————————————

LOT 102 on SP236518

Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL

Locality of COOROY

$$
——_—_———————————————————

 

 

 

 

 

 

 

 

 

SCALE
0.05 1°15 2 = 25 Meters 5
scale SCALE SHOWN IS ORIGINAL DRAWING SCALE
1:100(A3)  00_NOT SCALE FROM THIS DRAWING
USE ONLY DIMENSIONS PROVIDED
ail.
REVISIONS
ment} revision details date
A | PRELIMINARY ISSUE 07/15)
B | MINOR CHANGE ISSUE 07/15
RL106.5
NY /

 

 

 

 

 

base RL105.11

 

 

 

0.2m DEEP 5-3mm SCREENINGS & 1000
SLOTTED RIGID PVC SEEPAGE PIPE TO
INLET OF O/F PIT WITH RISERS.

ALL T0 IPWEAQ WSUD-003

NON WOVEN GEOTEXTILE LINER TO
WSUD001

SECTION X=X

SCALE 1:50

200 RIVER STONE VEE CHANNEL 1.0
WIDE 0.1 DEEP OVER GEOTEXTILE

0.1m DEEP COARSE SAND
TRANSITION LAYER (1mm
DIAMETER SAND)

 

 

 

 

FILES

 

COMPUTER DIRECTORY

 

X:\JOBS\CT\...

 

 

FOR APPROVAL

 

Sheet 12 of 12 sheets

 

drawing number

1303-e1

 

 

 

 

\ date JULY 2015 )