ver c-1303-10-21 · OPW15/0142

Page 2

 

 

 

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

 

 

 

  

LINEMARK CARPARKS AS.
DIMENTIONED ON PLAN 12

 

EXCAVATION)

(NOTE ALL UNDERGROUND SERVICES ARE
APPROXIMATE LOCATIONS ONLY. ACTUAL
LOCATION MUST BE LOCATED PRIOR TO

WILL MEET COMPACTION TESTING COSTS

CLEAR TREES, STUMPS & ROOTS TO 300mm

BELOW SUBGRADE. MULCH AND STOCKPILE

STRIP TOPSOIL TO 150mm OR DEEPER AS

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

CLEARING & EARTHWORKS NOTES

OBTAIN ONE CBR TEST PER MATERIAL TYPE OR
AT EVERY 100m OF ROAD. THE CONTRACTOR

 

LINEMARK CARPARKS AS
DIMENTIONED ON PLAN 12

   
 
 
 
  
  
   
 

\
\

[Td

[

iY

       
  
 
 
     
 
 
 
     
 
   
 
 
 
  
 
 
 
  
 
 
 
 
 
 
 
    
 
  
 
 
     

>

§

iS

 

REMOVE LINEMARKING MARKED
X TO EXISTING PARKS EITHER
SIDE OF NEW DRIVEWAY.

 

 

 

 

SAW CUT KERB INVERT &
REMOVE EXIST KERB.
CONSTRUCT NEW DRIVEWAY
6m WIDE TO IPWEAQ
RS-51 & PLAN 12

 

 

  

 

  
 

1P19.139
20.000

P

 

 

CHERVON LINEMARKING TO
DEDICATED AMBULANCE BAY

REFER TO PLAN 12 FOR
DIMENTIONS.

 

 

ao

OBTAINABLE PROIR TO COMMENCEMENT OF WORK. ____ |
[oN

WORKPLACE HEALTH AND SAFETY ACT.

WITH THIS ACT AND IN PARTICULAR THE

1995 ALL
WORK _IS_TO BE CARRIED OUT IN ACCORDANCE

CONTRACTOR IS TO ENSURE THE REQUIREMENTS.

OF THIS SPECIFICATION.

CONTRACTOR SHALL VERIFY BENCH MARK LEVELS \

AND ADVISE THE SUPERINTENDANT OF ANY
DISCREPANCIES PRIOR TO COMMENCING
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 qQ \
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.

a

3

—

—

 
 
   

 

  

PROVIDE AMBULANCE
PARKING ONLY SIGN

 

 

    

 

eS
Sig & SYMBOL
SIGN _é& SYMBOL ‘
PS ava

 

 

REMOVE LINEMARKING MARKED:
X TO EXISTING PARKS EITHER
SIDE OF REMOVED DRIVEWAY.
RE LINEMARK TO MAKE NEW
CARPARKS AS SHOWN.

 

 

 

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.

 

 

 

———

Callaghan & Toth )

Civil, Environmental &
Hydraulic Engineers

PO BOX 2305

NOOSA HEADS 4567

i 6/41 Sunshine Beach Road

Phone 54749081, Fax 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

(——r ee ee

project

PROPOSED KABARA HOSTEL
EXTENSION, 20 TOPAZ STREET
COOROY

Jf

_—————————————SSSS
Client

NOOSA COUNCIL

$A aA

(OO
title

OVERALL CIVIL WORKS PLAN

Va
_

LOT 102 on SP236318

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

 

5 0 5 10

SCALE BEFORE REDUCTION {A3)

15 20 25m
1:500

SCALE SHOWN IS ORIGINAL DRAWING SCALE DO NOT SCALE

 

 

 

 

 

 

 

THIS DRAWING USE ONLY DIMENSIONS PROVIDED,
REVISIONS
A | PRELIMINARY ISSUE

B | DRAINAGE ADDITIONS
c | ADD PARKING NOTES

ee eee ee ~~
FILES

 

COMPUTER DIRECTORY

 

XAVOBS\CT\...

 

 

 

FOR TENDER

 

Sheet 2 of 12 sheets

 

drawing number

1303-11

 

 

 

 

SEPT 2015

XQ date

 

 

 

 

Page 3

 

 

wv

CARPARK SETOUT TABLE 1

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

POINT | EASTING | NORTHING LEVEL

1 822.358 | 1165.595 -

2 | 822.495 | 1163,293 | bit 108.677
3 | 835.158 | 1158935 | 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
17) | 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 | 862.887 100.305 106.510
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
4l 860.772 101.581 106.510
42 | 861.200 102.292 106.570

 

 

 

 

 

 

  
  

BARRIER KERB

 

 

048 FLUSH KERB
104.13, WITH WHEEL,
eee eo weront

 

 

 

hie 10757

 

NEW SAG PIT
_f lpingg ee
ae a aT

1107.81

 

 

 

IL 107.46 &
a |ATUM 106.00

INDENTED CARPARK DRAIN SECTION

©)

 / a

 

SCALE 1:200

M

HN
i

Rog ew

/
=
—

S
S
§

SS
KERB& SS

Po <
d CHANNEL sy
e ae
s ov
el

 

 

   
 
    

EXIST PIT
108.81

7

   
 

        
      
     
 
 

 

Callaghan & Toth )

Civil, Environmental &
Hydraulic Engineers

PO BOX 2305
NOOSA HEADS 4567

 

 

 

 

 

 

4 6/41 Sunshine Beach Road
=I Phone 54749081, Fax 54749041
www.callaghanandtoth.com.au
designed [ADT | datum AHD DERIVED
drawn MI - psy *
checked | AH Origin (BM.) RL *
approved
SURVEYED BY

 

MAX WATTERSON & ASSOCIATES
PHONE 54 426 121

(——r ee ee

project

PROPOSED KABARA HOSTEL
EXTENSION, 20 TOPAZ STREET
COOROY

Jf

_—————————————SSSS
Client

NOOSA COUNCIL

$A aA

(OO
title

CARPARK LAYOUT PLAN

Va
_

LOT 102 on SP236318

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

—_

OT
SCALE

 

25 0 25 50 75 10 125m

eS
SCALE BEFORE REDUCTION (A3}

 

SCALE SHOWN IS ORIGINAL DRAWING SCALE DO NOT SCALE

 

THIS DRAWING USE ONLY DIMENSIONS PROVIDED.

REVISIONS

A | PRELIMINARY ISSUE.
B | DRAINAGE ADDITIONS

c | ADD SRV + LINE MARK

 

ee eee ee ~~
FILES

 

COMPUTER DIRECTORY

 

XAVOBS\CT\...

 

 

FOR TENDER

 

Sheet 3 of 12 sheets

 

drawing number

1303-12

 

 

 

 

XQ date SEPT 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
\ |
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 TENDER

 

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

 

   

‘> 70 2 -
, “05 S ° AV ae
ev 8 © _
_ 2 oO a? a

CH30.000

 

 

Datum 107
Centreline R.L.107.7

 

 

 

 

 

 

\> 2
225 & G ee
% SO, 3 a
ie oa 3% | a
CH19.139 Oe a Batum 108
lol .
Centreline R.L.108.27
5.96 ———————-| | 0.45
‘e, % 3 & & a
“O. %@ oO oO NEW KERB AND CHANNEL TO STD DWG RS-—0O80 TYPE B1
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 TENDER

 

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 TENDER

 

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 TENDER

 

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

 

 

Q
Oo Ae

2
pre
Pr“

Datum 108

 

  
 
 

Centreline R.L.108.529

108.745
108.745

   

 

CH17.500

 

Datum 107

 

Centreline R.L.108.496

 

 

 

 

lo

108.701
7,
%
8

Datum 107

 

 

CH12.500

108.657

 

Centreline R.L.108.452

Datum 106

 

 

No7
9725

72 s—
x _

2
\ 5%

ow,
5x05,

©,

108.203
soalsea

 

ye

 

 

 

 

NEW KERB AND CHANNEL TO STD DWG RS—080_ TYPE B1

CH5.298

 

% 3%
|

 

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 TENDER

 

Sheet 8 of 12 sheets

 

drawing number

1303-17

 

 

 

 

KS date SEPT 2015

 

 

 

 

Page 9

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

           

      

 

        

     

    
 
 

     

 

                  

        

 

 

                                   

 

 

          

     
   

     

     

   

        

                      

 

       

       
    

  

 

         

     

                            

 

 

             

 
       

 

 

 

               
       

          

 

   

  

 

             

       

 

 

 

         

     

           

    
  

 

  

 

 

           

 

 

 

 

 

 

 

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xe =
SORE BRIT
g Te
J
OD>
Soh
O58

 

 

0050

 

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

SETOUT

Xi

450x450 PIT WITH L/DUTY GALVANIZI
0050 & SETOUT ON PLAN 21

GRATE, TO STD DRG IPWEAQ D:

»jSETOUT ON PLAN 19

 

 

 

GALVANIZED GRATE, TO STD DRG

450x450 PIT WITH L/DUTY
~<JIPWEAQ D-

&

 

    

      

 

     

 

 

825
PS o525 2578
SS525
2525
So825
S35

 

 

 

 

 

Page 10

         Civil, Environmental &
         Hydraulic Engineers




LEGEND




 SW



 RW


[OCR of page images]
 

 

 

BIORETENTION &
SWALE SETOUT TABLE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ab

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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

11 | 837.316 | 1110.627 | 106.310 CORNER BIO BERM TOP

12 | 831.536 | 1114.113 | 106.310 CORNER BIO BERM TOP

13 | 832.909 | 1114.453 | 105.710 CORNER BIO SAND

14 | 835.459 | 1114.083 | 106.010 |CONC EDGE LEVEL & PIT CENT
15 858.500 | 1101.899 | 106.150 SAND LEVEL SWALE CORNER
16 | 860.542 | 1099.305 | 106.190 SAND LEVEL SWALE END

17 | 846.700 | 1125.765 | 106.500 |CONC EDGE LEVEL & PIT CENT
18 | 836.257 | 1094.945 | 106.800 IL 300¢ PIPE OUTLET
19 | 823.425 | 163.548 | 108.690 UP LEVEL MID PIT

20 | 882.650 | 1100.216 | 106.90 | CONC EDGE LEVEL & PIT CENT
21 | 886.059 | 1103.720 | 107.00 | CONC EDGE LEVEL & PIT CENT
22 | 899.552 | 1097.935 | 107.03 | CONC EDGE LEVEL & PIT CENT
23 | 925.309 | 1088.035 | 107.30 | CONC EDGE LEVEL & PIT CENT

LEGEND

 

 

 

 

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

spr PROPOSED TOP OF TINS TO 1IN 4

—— PROPOSED TOE OF BATTER -

LANDSCAPED BATTER

daalolaaletabsltal jl bb bbbbbbib bb

 

 

  

 

 

Q 2060 BRecAST HEADWALL é&
1.5sqm 2008 ROCK SPALLS
SCOUR PROTECTION

 

 

 

 

 
  

 

Q100 OVERFLOW SPILLWAY.
200% RIVER STONE
CHANNEL 1.5 WIDE BASE
0.15 DEEP WITH1:2 BATTERS.
OVER GEOTEXTILE. EXTEND
TQ 1m PAST TOE, OF BATTER

   
 
   
 

 

 

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

 

 

 

Lo aa Na Q_

 

  

 

 

\\WIDE 0.1

i 200¢ RIVER STONE
\\\ |VEE_ CHANNEL 1.0

\ DEEP @
\YOVER 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

 

 

 

 

WIDE 0.1 DEEP

 

200% RIVER STONE
VEE CHANNEL 1.0

(OVER GEOTEXTILE

—!0 TO 150mm ABOVE
SURFACE WITH CAP,
SCREWS & CONCRETE

 

 

A SS
SS
N SS

/

~

SURROUND. REFER TO
IPWEAQ WSUD—003

STANDARD DRAWING FO
ASDEG JUNCTION BEND

™ y DETAIL. JL 106.54 \
+> SA
»~ Sy

%

      
        
   

 

   
   

 

CONNECTED TO EXISTING
IBUILDING DOWNPIPES AS PER
HYDRAULIC DRAWINGS

 

24000 LITRE RAINWATER TANK]

 

 

 

 

24000 LITRE RAINWATER
TANK CONNECTED TO NEW
BUILDING DOWNPIPES AS PER
HYDRAULIC, DRAWINGS

 

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.
—

 

 

 

 

 

200% RIVER STONE VEE
CHANNEL 1.0 WIDE 0.1 DEEP
OVER GEOTEXTILE

 

 

~.
SS
SS

 

 

 

 

 

 

 

 

 

 

REMISIONS
iment] revision details date
A | PRELIMINARY ISSUE 07/15
B | DRAINAGE ADDITIONS 08/15
C |_SWALE CHANGES 09/15
NY /
FILES

 

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

FOR TENDER

Sheet 10 of 12 sheets
drawing number

1303-19

date SEPT 2015

 

 

 

 

 

 

 

 

 

 

Page 11

 

 

 

    
   

  

LECEND N\

eS PLACE TEMPORARY ROCK ACCESS STD DWG N\
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 50mm 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
DOWNSTREAM END

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

 

“HH HHH
SD 5-5, WRAP MOUND IN GEOTEXTILE OR
WEED MAT
wn SEDIMENT FENCE TO STD DWG SD 6-8 /,
es
—_ DIRECTION OF SEDIMENT FLOW/FINISHED ALLOTMENT FLOW
8 GEOTEXTILE SAUSAGE INLET FILTER TO STD
DWG SD 6-11

\olm
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 (5m 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
(i.e. 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

“=
es “SS
wea 1G =

 

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

 

 

 

(
\

  
 

 

 

 

 

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

 

 

PS

  
 

1413

 
  
 

wearK,
ONS

  
 
  

 

 

 

 

 

Callaghan & Toth )

Civil, Environmental &
Hydraulic Engineers

PO BOX 2305

NOOSA HEADS 4567

i 6/41 Sunshine Beach Road

=I Phone 54749081, Fax 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

(——r ee ee

project

PROPOSED KABARA HOSTEL
EXTENSION, 20 TOPAZ STREET
COOROY

Jf

_—————————————SSSS
Client

NOOSA COUNCIL

$A aA

(OO
title

SEDIMENT & EROSION CONTROL
PLAN

Va
_

LOT 102 on SP236318

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

—_

OT
SCALE

 

5 0 5 10 15 20 25m
1:500

SCALE BEFORE REDUCTION {A3}
SCALE SHOWN IS ORIGINAL DRAWING SCALE DO NOT SCALE

 

 

THIS DRAWING USE ONLY DIMENSIONS PROVIDED.

REVISIONS

A | PRELIMINARY ISSUE.
B | DRAINAGE ADDITIONS

 

ee eee ee ~~
FILES

 

COMPUTER DIRECTORY

 

 

 

 

XAJOBS\CT\...
FOR TENDER
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

   
    

TUBE

1:50 LONGITUDINAL GRADE

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

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

BIORETENTION SWALE TYPICAL CROSS

BIO PLUS SAND WITH 3% ORGANICS

 

ae op —4 o—

STOCK @8/sqmAS PER

LANDSCAPE PLAN

 

 

 

 

TURF BATTERS

     
 

1x9100 SLOTTED RIGID SEEPAGE PIPE CONNECTED TO
BASIN SEEPAGE PIPE AS PER BASIN PLAN.
PROVIDE CLEANOUT AS PER BASIN PLAN

SECTION

 

SCALE N.T.S

QIQ0WEIR FLOW 0.1SCUM/SEC

Q100 PIPE FLOW 0.216CUM/SEC

WEIR IS TO BE 1.5m WIDEx0.1SDEEP
WITH GEOFABRIC UNDER.

OUTLET SHUTE TO BE 2m WIDE WITH
1.5m WIDE BASE & 1:2 SIDE BATTERS
TO PWEAQ WSUD-006

 

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

WEIR RL106.16

   

 

a )
100 OVERFLOW SPILLWAY.
I200¢ RIVER STONE
ICHANNEL 1.5 WIDE BASE
10.15 DEEP WITH1:2 BATTERS.
——OVER GEOTEXTILE. EXTEND
ITO_1m_ PAST TOE OF BATTER

 

 

 

 

 

SURFACE WITH CAP,
ISCREWS & CONCRETE
SURROUND. REFER TO
IPWEAQ WSUD—003
ISTANDARD DRAWING
FOR 45DEG JUNCTION
BEND_ DETAIL.

INTERCONNECT SEEPAGI
PIPE USING TEE JUNCTION

/0

6

se aN
~~ O

BIORETENTION BASIN PLAN

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

   

 

 

 

 

J-3 UP RL 106.01
To
= — il

 

 

 

10 TO 150mm ABOVE SURFACE
WITH CAP, SCREWS &
CONCRETE SURROUND. REFER
TO IPWEAQ WSUD-003
STANDARD DRAWING FOR
45DEG JUNCTION BEND DETAIL
IL 105.10

 

BIORETENTION COARSE
SEDIMENT FOREBAY 2009
RIVER STONES OVER
GEOTEXTILE

(— Fallachan & Tath
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

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

a

 

 

 

 

 

 

 

 

REVISIONS.
iment] revision details date

A | PRELIMINARY ISSUE. 07/15)

| MINOR CHANGE ISSUE 07/15

RL1O6.5 C | ALTER FILTER DEPTH & NOTES 09/15

\ /

 

 

 

 

 

 

 

 

 

> Supt pUeU arate Uap URtR Us oe Sn gU Ses va oat nase Sua uo uehaPauoN suou Toms RoaRasUsNuSE

=I

 

base RL105.05

 

0.2m DEEP 5-3mm SCREENINGS & 100%

SLOTTED RIGID PVC SEEPAGE PIPE WITH

NON WOVEN GEOTEXTILE LINER TO 0.5% FALL TO INLET OF O/F PIT WITH
WSUD001 RISERS AS PER BASIN PLAN.
ALL T0 IPWEAQ WSUD-003
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 TENDER

 

Sheet 12 of 12 sheets

 

drawing number

1303-21

 

 

 

 

)

XY date SEPT 2015