Engineering Plans_1303-10 - 21 · OPW15/0142

Page 2

Civil, Environmental &
Hydraulic Engineers


[OCR of page images]
 

 

 

SAW CUT KERB INVERT &

REMOVE EXIST KERB. ( Callaghan & Toth )

CONSTRUCT NEW INDENTED _& :
CARPARKS TO PLAN 12 Civil, Environmental &

Hydraulic Engineers

 

 

 

 

SAW CUT KERB INVERT &

 

 

 

 

 

 

 

 

 

 

 

 

 

 
     
       

 

eS REMOVE EXIST KERB. PO BOX 2305
x CONSTRUCT NEW DRIVEWAY i NOOSA HEADS 4567
> ” 6M WIDE TO IPWEAQ — ) 6/41 Sunshine Beach Road
eS \ RS-51 & PLAN 12 REMOVE EXIST DRIVEWAY & Phone 54749081, Fax 54749041
Ta Cea SS “ 2.009 REINSTATE KERB. www.callaghanandtoth.com.ou
tia Se so CONSTRUCT NEW FOOTPATH | | designed [AOT] datum AND DERVED
ney BOE Brgef PR —65,]
Re r S REGRADE VERGE TO MATCH grown WM | PSM *
att . : EXISTING. N checked [AH | Origin (BM.) RL *
N KK ™ <— a pe ye / PLACE 50mm TOPSOIL AND SIR
: yr g WALTER TURE
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aus eo 10.590 "7 / SURVEYED. BY
eT g MAX WATTERSON & ASSOCIATES
PHONE 54 426 121
(———e—————————™
project
PROPOSED KABARA HOSTEL
| EXTENSION, 20 TOPAZ STREET
2 | 1
% 4\ ee | | . == aa COOROY
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NOOSA COUNCIL
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—————————————————
title

OVERALL CIVIL WORKS PLAN

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_————

(NOTE ALL UNDERGROUND SERVICES ARE
APPROXIMATE LOCATIONS ONLY. ACTUAL

LOCATION MUST BE LOCATED PRIOR TO

EXCAVATION)

CLEARING & EARTHWORKS NOTES

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1. OBTAIN ONE CBR TEST PER MATERIAL TYPE OR a OOH
AT EVERY 100m OF ROAD. THE CONTRACTOR Ye KKK IKK OER EELS.
WILL MEET COMPACTION TESTING COSTS Yy COORROOQOOOCOOOCOOQOOVOQLOQ LLL | Parish of TEWANTIN
2. CLEAR TREES, STUMPS & ROOTS TO 300mm OOOO LLL OEE | County of MARCH
BELOW SUBGRADE. MULCH AND STOCKPILE IRR OR BEE RLD NOOSA SHIRE COUNCIL
S SSIES ROSEN
3. STRIP TOPSOIL TO 150mm OR DEEPER AS ss .
REQUIRED. PROOF ROLL FILL AREA & COMPACT a NN Locality of COOROY
TO 95% RDD (OR 100% RDD IF 300mm BELOW Pa *
SUBGRADE). REMOVE ANY UNSUITABLE MATERIAL ae \ )
AND REPLACE WITH APPROVED FILL. STOCKPILE ina D0)
AND RE-SPREAD ALL USEABLE TOPSOIL. wits NN SCALE
4. APPROVED FILL TO BE MINIMUM SOAKED CBR 6, fc STE SO Em
FREE OF ORGANIC MATTER, MAXIMUM AGGREGATE / 1500
SIZE < 50mm. PLACE IN MAXIMUM 200mm SCALE BEFORE REDUCTION (A3)
LAYERS AND COMPACT TO 95% RDD (65% ROD Ly a aa SCALE SHOWN IS ORIGINAL DRAWING SCALE DO NOT SCALE
FOR COHESIONLESS SOIL). COMPACT TO 100%
RDD IF 300mm BELOW SUBGRADE. =~ ——='“¥rerr—rrrv ——__/
a \
5. CONTRACTOR TO VERIFY ALL INVERT LEVELS, , _ REVISIONS
SURFACE LEVELS, COVER OVER DRAINAGE LINES —
AND MINIMUM FALLS ARE CORRECT AND revision
OBTAINABLE PROIR TO COMMENCEMENT OF WORK. [b 5 A | PRELIMINARY ISSUE
6. 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.

 

 

7. CONTRACTOR SHALL VERIFY BENCH MARK LEVELS

 

 

 

 

 

AND ADVISE THE SUPERINTENDANT OF ANY y FILES
DISCREPANCIES PRIOR TO COMMENCING
CONSTRUCTION. NN COMPUTER DIRECTORY

X\JOBS\CT\...

FOR APPROVAL

Sheet 2 of 12 sheets
drawing number

1303-11
XK date JULY 2015 yy,

 

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

 

 

 

9. ALL LEVELS TO AHD.

10. UNLESS SPECIFIED OTHERWISE ALL MATERIALS
AND WORK SHALL COMPLY WITH THE RELEVANT
AUSTRALIAN STANDARDS.

 

 

 

 

 

 

 

 

Page 3

Civil, Environmental &
Hydraulic Engineers


[OCR of page images]
 

 

CARPARK SETOUT TABLE 1

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POINT | EASTING | NORTHING LEVEL

1 822.358 | 1165.595 -

2 822.495 | 1163.293 108.677
3 835.158 | 1158.935 108.797
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 | 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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Callaghan & Toth )

Civil, Environmental &
Hydraulic Engineers

PO BOX 2305
NOOSA HEADS 4567

 

 

 

 

 

 

 

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i! 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

ld

($$ <~r
Client

NOOSA COUNCIL

TS)

—————————————————
title

CARPARK LAYOUT PLAN

DS
_————

LOT 102 on SP236318

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

 

25 0 25 50 75 10 125m
ee
SCALE BEFORE REDUCTION (A3)

SCALE SHOWN IS ORIGINAL DRAWING SCALE DO NOT SCALE

 

 

THIS DRAWING USE ONLY DIMENSIONS PROVIDED.

REVISIONS

revision
A | PRELIMINARY ISSUE

 

FILES

 

COMPUTER DIRECTORY

 

X\JOBS\CT\...

 

 

FOR APPROVAL

 

Sheet 3 of 12 sheets

 

drawing number

1303-12

 

 

 

 

 

 

XK date JULY 2015 yy,

 

 

Page 4

Civil, Environmental &
Hydraulic Engineers


[OCR of page images]
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    
 
  
 
   

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

DRIVEWAY & LOWER CARPARK Callaghan & Toth
SETOUT TABLE Civil, Environmental &
POINT | CHAINAGE | EASTING | NORTHING | LEVEL c Hydraulic Engineers
& NOOSA HEADS 4867
<<
Pt 0.000 | 843.942 | 1162.509 | 109.088 < i! 6/41 Sunshine Beach Road
=? =] Phone 54749081, Fax 54749041
IP2 5.918 842.279 | 1156.829 3 www.callaghanandtoth.com.au
20.000 841.615 1142.763 108.163. & designed | ADT datum AHD DERIVED
TC 33.149 & drawn | MN osy *
. 840.995 | 1129.628 | 106.619 6 a checked PAH] Origin (8M) Ro®
IP3 38.176 | 842.087 | 1124.783 o n Bg 5
- mos °
40.000 | 843.097 | 1123.268 | 106.547 Se g gog Zz approved
gS rat 2 SURVEYED. BY
cT 43.203 | 845.506 | 1121.181 | 106.553 2 ee at a 9 MAX WATTERSON & ASSOCIATES
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60.000 859.889 1112.506 106.740 Zz je —8 ° 2 PHONE 54 426 121
= oq OO 8B & — oF
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Pa 78.894 | 876.068 | 1102.749 2 OB Gea Zz project
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o a, € 23 3S NOOSA COUNCIL
xt Za 5 25mm AC SURFACING WITH HOT PRIME
Sos oz ee) z 100mm BASE COURSE GRAVEL COMPACTED TO 100% STD
as KN a5 9 100mm SUB BASE COURSE GRAVEL COMPACTED TO 100% STD
TL N aN
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= 7 m
Hm + DRIVEWAY & LOWER CARPARK
z o8s 5 LONGITUDINAL SECTION
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LOT 102 on SP236318
Bae ae mY | Parish of TEWANTIN
Horiz C Dat Bo OSS 8 rLo.3sm County of MARCH
oriz Curve Data © COR GY
. aosage | NOOSA SHIRE COUNCIL
Vertical Geometry Grade (%) —12.354% — —16.773%_| 0.174% 1.113% I ality of COOROY
KD
. war >)
Vertical Curve Length (m) L10.16B SCALE
Vertical Curve Radius (m) R60 ven a2 STS 1012515 HOR. 500
Oe
0.25 0.5 0.75 1 1.25 1.5 VERT. 50
DATUM R.L. 1 04.000 SCALE SHOWN |S ORIGINAL DRAWING SCALE DO NOT SCALE
A is DRAWING USE ONLY DIMENSIONS PROVIDED,
VOLU M ES C UT 1.412 3.054 0.664 0 HIS DRAWING USE ONLY DIMENSIONS PROVIDED,
FILL 1.372 23.574 262.869 195.049 REVISIONS
% 3 y 6| &| S| S| 2 3 = PRELMINARY ESTE
a A IMINARY ISSUI
oO _ st m _ _— Oo oO _ o
NATURAL SURFACE a 06 ~ 6] 6| 6| 6| wb 6 6
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8 5 ob] S| R| By] R 8 8
CUT / FILL DEPTH g g B NY} PB} Bp ef 8 @ 9
1 1 3 ry oT) oT} oT] T T FILES
9 2 10 2) s/ g|/ S] 2B g 8 COMPUTER DIRECTORY
DESIGN LEVELS ON 8 =| 8] ©] 8] 8) 8) 8 = 8 OBST
ROAD CENTRELINE 8 Ss} 8 S| 5] 8| 5] 8 8 8
a) etal al Te : FOR APPROVAL
CHAINAGE = =} 8] 5 q &
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° N N mm} + © S Sheet 4 of 12 sheets
Grawing number
DRIVEWAY & LOWER CARPARK LONGITUDINAL SECTION 1303-13
A
XK date JULY 2015 yy,

 

 

 

 

 

Page 5

Civil, Environmental &
Hydraulic Engineers


[OCR of page images]
 

 

Callaghan & Toth )

Civil, Environmental &
Hydraulic Engineers
PO BOX 2305

 

  

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

 

 

NOOSA HEADS 4567

NEW KERB AND CHANNEL TO STD DWG RS-080 TYPE ER1 i! 6/41 Sunshine Beach Road

 

 

 
  

= Phone 54749081, Fox 54749041
www.callaghanandtoth.com.au

designed [ADI | datum AHD DERIVED
drawn MM - Psu +
checked | AH Origin (B.M.) RL *

   
  

 

 

 

106.628
106.466

 

 

o approved
SURVEYED BY

~~ MAX WATTERSON é& ASSOCIATES
Datum 105 PHONE 54 426 121

Centreline R.L.106.547 project

 

 

 

| PROPOSED KABARA HOSTEL
EXTENSION, 20 TOPAZ STREET
COOROY

A
($a
m Ae Client
MA —
ee | sy at NOOSA COUNCIL

ET —
lo] Datum 106 Ke)
—— TTT

. title
CH30.000 Centreline R.L.106.862 DRIVEWAY & LOWER CAR PARK

| CROSS SECTIONS
_————

©
106.943
106.781
25

 

 

° LOT 102 on SP236318

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

En

| a
SCALE

Datum 107

 

 

TP CHR3.753 Centreline R.L.107.7

 

100 =10 20 3.0 4.0 5.0m
ee 1100
SCALE BEFORE REDUCTION (A1)

SCALE SHOWN IS ORIGINAL DRAWING SCALE DG NOT SCALE
\ THIS DRAWING USE ONLY DIMENSIONS PROVIDED. )

 

 

REVISIONS

a
aa

oS Ee -Batum 108 A [PRELIMINARY ISSUE

CH19.139 Centreline R.L.108.27

¢
N
108.351

revision

 

 

 

 

 

 

 

 

 

 

 

CP 0.45
FILES
r COMPUTER DIRECTORY
X:\JOBS\CT\...
or 8 “0 Pw
“09%, 8 Pr>“e
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es
—— oe 108 Sheet 5 of 10. sheets
drawing number
CH14.000 Centreline R.L.108.781 1303-14
A

 

 

 

 

XK date APRIL 2015 yy,

 

 

 

 

Page 6

Civil, Environmental &
Hydraulic Engineers


[OCR of page images]
 

 

 

 

NEW KERB AND CHANNEL TO
STD DWG RS—080 TYPE ER1

Callaghan & Toth )

Civil, Environmental &
|
|
|

 

 

 

   

Hydraulic Engineers
PO BOX 2305
nN NOOSA HEADS 4567
g i! 6/41. Sunshine Beach Road
9 =| Phone 54749081, Fax 54749041
o
oO
1

107.110

www.callaghanandtoth.com.au

 

designed [ADI | datum AHD DERIVED
drawn MM - Psu +
checked | AH Origin (B.M.) RL *

 

 

 

 

 

 

approved

SURVEYED BY
Datum 105 MAX WATTERSON & ASSOCIATES

PHONE 54 426 121

 

 

 

CH78.894 Centreline R.L.106.95
project

11.05 PROPOSED KABARA HOSTEL
EXTENSION, 20 TOPAZ STREET
8.15 2.90 COOROY

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

 

 

   

ld

($$ <~r
Client

NOOSA COUNCIL

 

 

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1 106.786

TS)

: —— TTT
1 SAP title

LOWER CARPARK CROSS
Datum 105 — SECTIONS

Centreline R.L.106.864

 

 

 

LOT 102 on SP236318

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

 

 

 

 

En

NEW KERB AND CHANNEL TO “AS O_o fF
STD DWG RS—080 TYPE ER1 SCALE

 

 

100 =10 20 3.0 4.0 5.0m

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 
 
 

 

 

 

 

 

 

 

 

 

 

1100
SCALE BEFORE REDUCTION (A1)
SCALE SHOWN |S ORIGINAL DRAWING SCALE DO NOT SCALE
Datum 1 03 \ THIS DRAWING USE ONLY DIMENSIONS PROVIDED. J
. REVISIONS
CH60.000 Centreline R.L.106.74
revision
=|
|
16.30
8.15 8.15 0.80 1.00 0.80
0 | | |
‘Sy ©
7%, |e 8 — 0.30 PLES
— a ae 2 COMPUTER DIRECTORY
—~ ear 3% 3% 8 x \JOBS\CT\,
— % 3% 3 :
1 0% 14
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SV nD
ue FOR APPROVAL
NEW KERB AND CHANNEL TO — “NS
STD DWG RS—O80 TYPE ER1 —_
— Sheet 6 of 12 sheets
NEW KERB AND CHANNEL TO STD DWG RS—080 TYPE ER1 Datum 104 Growing number
CH50.000 Centreline R.L.106.628 A

 

 

 

 

XK date APRIL 2015 yy,

 

 

 

 

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
9.957 RL.108.69

 

IP_ CH
IP_ CH.

 

 

 

 

 

 

 

 

 

 

 

x
Bue
Vertical Geometry Grade (%) ki 1/765% | Bap
Vertical Curve Length (m)
Vertical Curve Radius (m)
DATUM R.L.104.000
CUT 26.012150.492] 30.52
VOLUMES FILL 0 O01
2} S| S| 8] 8]
NATURAL SURFACE 3| o| sl sl sls
S| 8) 8] 8) sis
CUT / FILL DEPTH S| $) 8] &] Big
of o| oo] ojo
DESIGN LEVELS ON §| 8 8] 8] k/8
oO oO oO ioe) co | 0
ROAD CENTRELINE 2 2 2 2 ee
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CHAINAGE S
o| »| 2| | as

 

 

 

 

 

 

CARPARK UPPER LONGITUDINAL SECTION

Callaghan & Toth )

Civil, Environmental &
Hydraulic Engineers

PO BOX 2305

NOOSA HEADS 4567

i! 6/41 Sunshine Beach Road

= Phone 54749081, Fax 54749041

www.callaghonandtoth.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

ld

($$ <~r
Client

NOOSA COUNCIL

TS)

—————————————————
title

UPPER CARPARK LONGITUDINAL

SECTION

_————

LOT 102 on SP236318

Parish of TEWANTIN
County of MARCH
NOOSA COUNCIL
Locality of COOROY

En

_————
SCALE

 

0.25 5 7.5 10 12.5 15 HOR. 500
Meters | py
0 0.25 0.5 0.75 1 1.25 1.5 VERT. 50

SCALE SHOWN IS ORIGINAL DRAWING SCALE DG NOT SCALE

 

 

\ THIS DRAWING USE ONLY DIMENSIONS PROVIDED. )

REVISIONS

revision
A | PRELIMINARY ISSUE

 

FILES

 

COMPUTER DIRECTORY

 

X\JOBS\CT\...

 

 

FOR APPROVAL

 

Sheet 7 of 12 sheets

 

drawing number

1303-16

 

 

 

 

XK date APRIL 2015 yy,

 

 

 

 

Page 8

Civil, Environmental &
Hydraulic Engineers


[OCR of page images]
 

 

Datum 108

 

 

Centreline R.L.108.529

108.736
Se

SH — ed

Datum 107

 

CH17.500

Centreline R.L.108.496

| 0.45

 

 

 

   

Datum 107
Centreline R.L.108.452

%
She
28

Datum 106

 

CH12.500

Centreline R.L.108.408

Datum 108

 

 

 

 

 

T
CH5.298

Centreline R.L.108.364

 

NEW KERB AND CHANNEL TO STD DWG RS—O8O TYPE B1

 

Datum 107
Centreline R.L.108.281

Callaghan & Toth )

Civil, Environmental &
Hydraulic Engineers

PO BOX 2305

NOOSA HEADS 4567

i! 6/41 Sunshine Beach Road

= Phone 54749081, Fax 54749041

www.callaghonandtoth.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

ld

($$ <~r
Client

NOOSA COUNCIL

TS)

—————————————————
title

UPPER CARPARK CROSS

SECTION

_————

LOT 102 on SP236318

Parish of TEWANTIN
County of MARCH
NOOSA COUNCIL
Locality of COOROY

En

_————
SCALE

 

10 0 1.0 20 3.0 4.0 5.0m
1:100
SCALE BEFORE REDUCTION (A1)

 

 

SCALE SHOWN IS ORIGINAL DRAWING SCALE DG NOT SCALE
\ THIS DRAWING USE ONLY DIMENSIONS PROVIDED. )

REVISIONS

revision
A | PRELIMINARY ISSUE

 

FILES

 

COMPUTER DIRECTORY

 

X\JOBS\CT\...

 

 

FOR APPROVAL

 

Sheet 8 of 12 sheets

 

drawing number

 

 

1303-17

 

 

XK date APRIL 2015 yy,

 

 

 

 

Page 9

Civil, Environmental &
Hydraulic Engineers


[OCR of page images]
 

 

 

PO BOX 2305
NOOSA HEADS 4567
6/41 Sunshine Beach Road
Phone 54749081, Fox 54749041
PSM *
25m
1:500

Origin (BM.) RL *

15
sheets
18
A

10

www.callaghanandtoth.com.au
of

datum AHD DERIVED

9
drawing number

 

Civil, Environmental &

Hydraulic Engineers
date JULY 2015

FOR APPROVAL

ADT
MM
AH
Sheet

 

SCALE BEFORE REDUCTION (A3)

SCALE SHOWN IS ORIGINAL DRAWING SCALE DO NOT SCALE
PRELIMINARY ISSUE

THIS DRAWING USE ONLY DIMENSIONS PROVIDED.
COMPUTER DIRECTORY

SCALE

REVISIONS

FILES
X\JOBS\CT\...

OVERALL STORMWATER DRAINAGE

PROPOSED KABARA HOSTEL
PLAN

EXTENSION, 20 TOPAZ STREET
COOROY
LOT 102 on SP236318

Parish of TEWANTIN

County of MARCH
NOOSA SHIRE COUNCIL

Locality of COOROY

( Callaghan & Toth )
NOOSA COUNCIL

       

 

 

 

 

 

 

 

 

 

 

 

MAX WATTERSON & ASSOCIATES

PHONE 54 426 121

 

 

=
designed
drawn
checked
approved
SURVEYED BY
project

Client

title

 

    

    

  

 

 

 

 

 

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Page 10

         Civil, Environmental &
         Hydraulic Engineers




LEGEND




 SW



 RW


[OCR of page images]
 

 

BIORETENTION &
SWALE SETOUT TABLE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

POINT | EASTING | NORTHING } LEVEL DESCRIPTION
1 | 834.622 | 1136.789 | 108.059 LIP LEVEL MID PIT
2 | 835.264 | 1131.194 | 106.370 LID 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 2006 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 | 112.000 | 105.710 CORNER BIO SAND
11 | 837.316 | 110.627 | 106.310 CORNER BIO BERM TOP
12 | 831.536 | 1114.13 | 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 | 960542] 1099305 | 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 | 106.690 LIP LEVEL MID PIT

LEGEND

 

 

 

 

PROPOSED RAINWATER
RAINWATER TANK

PROPOSED BIORETENTION BASIN
LOCATION TO DETAILS ON PLAN 21

sw—— — 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 ‘IN 4
LANDSCAPED BATTER

— PROPOSED TOE OF BATTER

LL:108.93
05.38

SAG PIT WITH 1.2m LINTEL
TO STD PRG IPWEAQ D-0063

oO
Oo
°

 

1.5sqm 200 ROCK SPALLS
SCOUR PROTECTION

 

 

 

 

+2008 RIVER STONE
VEE CHANNEL 1.0
WIDE 0.1 DEEP
OVER GEOTEXTILE

 

 

 

 

3006 PRECAST HEADWALL &
3sqm 200% ROCK SPALLS
SCOUR PROTECTION

\

 

 

 

 

 

\]VEE_CHANNEL 1.0
\|WIDE 0.1 DEEP

 

2008 RIVER STONE

 

 

\\\LOVER_GEOTEXTILE

 

 

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

 

TYPE 2 & DETAILS ON PLAN 21

 

 

1500@ PRECAST HEADWALL
& 0.5sqm 200% ROCK
SPALLS SCOUR PROTECTION

 

 

 

 

 

200¢ RIVER STONE.
VEE CHANNEL 1.0
WIDE 0.1 DEEP

 

 

‘OVER _GEOTEXTILE

YY NES SYN .

 

 

200% RIVER STONE VEE
CHANNEL 1.0 WIDE 0.1 DEEP

 

 

OVER _GEOTEXTILE

 

Callaghan & Toth )

Civil, Environmental &
Hydraulic Engineers

PO BOX 2305

NOOSA HEADS 4567

i! 6/41. Sunshine Beach Road

= Phone 54749081, Fax 54749041

www.callaghonandtoth.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

ld

($$ <~r
Client

NOOSA COUNCIL

TS)

—————————————————
title

STORMWATER DRAINAGE PLAN

DS
_————

LOT 102 on SP236318

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

 

ee
SCALE BEFORE REDUCTION (A3)
SCALE SHOWN IS ORIGINAL DRAWING SCALE DO NOT SCALE

 

 

THIS DRAWING USE ONLY DIMENSIONS PROVIDED.

REVISIONS

revision
A | PRELIMINARY ISSUE

FILES

 

COMPUTER DIRECTORY

 

X\JOBS\CT\...

 

 

FOR APPROVAL

 

Sheet 10 of 12 sheets

 

 

drawing number

1303-19

 

 

 

\ date JULY 2015 J

 

 

Page 11

            Civil, Environmental &
            Hydraulic Engineers




SB1




      SB1


[OCR of page images]
 

 

 

LEGEND PLACE TEMPORARY ROCK ACCESS STD owe \.

SD 6-14 WITH CATTLE GRID & TWIN 375¢

PIPES AS DIRECTED BY ENGINEER LL108.93

EXTENTS OF EXCAVATION. WHEN 1:2

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

(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
SD 5—5. WRAP MOUND IN GEOTEXTILE OR
WEED MAT

SEDIMENT FENCE TO STD DWG SD 6-8 “Oo
DIRECTION OF SEDIMENT FLOW/FINISHED ALLOTMENT FLOW

GEOTEXTILE SAUSAGE INLET FILTER TO STD
DWG SD 6-11

I EXTENTS OF FILLING. TOPSOIL 50mm THICK & TURF:
“HHH
>

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
(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

  

 

 

      
  

 

 

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

DIVERSION

 

 

 

 

Ne

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

 

 

 

 

= 7 =

 
   
   
   
  
  
 
 
  

Callaghan & Toth )

Civil, Environmental &
Hydraulic Engineers

PO BOX 2305

NOOSA HEADS 4567

i! 6/41. Sunshine Beach Road

= Phone 54749081, Fax 54749041

www.callaghonandtoth.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

ld

($$ <~r
Client

NOOSA COUNCIL

TS)

—————————————————
title

SEDIMENT & EROSION CONTROL

PLAN
DS
_————

LOT 102 on SP236318

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

 

ee
SCALE BEFORE REDUCTION (A3)
SCALE SHOWN IS ORIGINAL DRAWING SCALE DO NOT SCALE

 

 

THIS DRAWING USE ONLY DIMENSIONS PROVIDED.

REVISIONS

revision
A | PRELIMINARY ISSUE

 

FILES

 

COMPUTER DIRECTORY

 

X\JOBS\CT\...

 

 

FOR APPROVAL

 

Sheet 11lof 12 sheets

 

 

drawing number

1303-20

 

 

 

\ date JULY 2015 J

 

 

Page 12

Civil, Environmental &
Hydraulic Engineers


[OCR of page images]
 

 

 

 

PROPOSED ASPHALT
SURFACING EDGE SETDOWN TO

Callaghan & Toth )
rp a 0——+f—0 |

Civil, Environmental &
Hydraulic Engineers

   
    
 
      
    

TURF BATTERS

  

PO BOX 2305

NOOSA HEADS 4567

TUBE STOCK @8/sqmAS PER i! 6/41 Sunshine Beach Road
LANDSCAPE PLAN = Phone 54749081, Fax 54749041

www.callaghanandtoth.com.au
designed [ADI] datum AND DERIVED

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

  

 

BIO PLUS SAND WITH 3% ORGANICS
4:50 LONGITUDINAL GRADE

 

 

 

 

 

 

0.1m DEEP COARSE SAND approved
TRANSITION LAYER SURVEYED BY
(0.5mm-2mm)

 

 

MAX WATTERSON é& ASSOCIATES
PHONE 54 426 121

 

 

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

 

_———
project

PROPOSED KABARA HOSTEL
EXTENSION, 20 TOPAZ STREET
COOROY

ld

($$ <~r
Client

NOOSA COUNCIL

2x100 SLOTTED RIGID SEEPAGE PIPE.

BIORETENTION SWALE TYPICAL CROSS SECTION
SCALE N.T.S

TS)

—————————————————
title

BIORETENTION DETAIL PLAN

DS
_————

LOT 102 on SP236318

Parish of TEWANTIN
7 County of MARCH
OS NOOSA SHIRE COUNCIL
~ S75 Locality of COOROY

BIORETENTION BASIN 1 PLAN Ld)

(——————T——eererererer
SCALE 1:100 SCALE

 

PIT, PIPEWORK AND OUTLET
WEIR tm WIDE T0 PWEAQ CONFIGURATION AS PER IPWEAQ 0.05 1 15 2 25 Meters 5

WSUD-006 STD DWG WSUD-002 SURCHARGE GRATE LIGHT DUTY "TELLAM SPG 600x600 Soe
NORMAL GRATE & FRAME ON LEGS" MIN 100 GAP TO PIT SCGle ——_SCALE_SHOWN IS ORIGINAL DRAWING SCALE

CONTRACTOR TO MEGAPOXY ALL JOINS 1:100(A3)  B0_NOT SCALE FROM THIS DRAWING
USE ONLY DIMENSIONS PROVIDED
BIORETENTION COARSE

SEDIMENT FOREBAY 2000
RIVER STONES OVER REVISIONS
GEOTEXTILE

 

 

 

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

revision
A | PRELIMINARY ISSUE

     

RL106.31

 

WEIR RL106.16

7.3 OP RL 106.01;

 

 

 

bs

   
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

———$——J i
i | pil’ SAND_RL1Q5.71 ieeeee
TH HO —s i it 5 i . FILES
0.30
t 200 RIVER STONE VEE CHANNEL 1.0 5 aa DIRECTORY
| Fie ee ee ne a base RL105.11 WIDE 0.1 DEEP OVER GEOTEXTILE :\JOBS\CT\...
TORY
0.20
0.2m DEEP 5-3mm SCREENINGS & 1008 FOR APPROVAL
NON WOVEN GEOTEXTILE LINER TO SLOTTED RIGID PVC SEEPAGE PIPE TO 0.1m DEEP COARSE SAND
WwSUDO001 INLET OF O/F PIT WITH RISERS. TRANSITION LAYER (1mm
ALL TO IPWEAQ WSUD-003 DIAMETER SAND) Sheet 12 of 12 sheets
S ECT O N X-xX drawing number
SCALE 1:50 1303-21
*

 

 

 

 

XK date JULY 2015 yy,