Original source · versioned page text
Reference Document Earthworks & Stormwater Plan 131998.981211.5
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn EW LEGEND
Lower Upper Colour -
-100 to -2.5 m REFERENCE DOCUMENT
NOOSA COUNCIL
-2.5 to -2.25 m
131998.981211.5
10
-2.25 to -2.00 m 9
19 DECEMBER 2024
9
-2.00 to -1.75 m
10
10
-1.75 to -1.50 m
9
10
9
10
9
9
-1.50 to -1.25 m 10
8
-1.25 to -1.00 m 11
8
8
11
-1.00 to -0.75 m 12
8
11
13
12
-0.75 to -0.50 m
14
-0.50 to -0.25 m
15
8
16
12
07 9
93 5
47 .
50 .
-0.25 to 0.00 m
CT
14 13
T5C0
12
8
17
17
00
16
0.0
R2
0.00 to 0.25 m
13
17
15
11
56
8.0
13
R3
8
00.
CT
7
000
14
0.25 to 0.50 m TC 8.984
0
10
15
7
0.000
63
0.50 to 0.75 m
14
12
1.7
12
TC
16
19
0.75 to 1.00 m 15
150
8 7
67.3
18
19
CT 1
1.00 to 1.25 m
R-
19
200
7
14 .00
0
17
9
16
14 17 10
200
1.25 to 1.50 m
12
86
16
19.3
11
18
TC 2
14
13
13
17
1.50 to 1.75 m
17
17
14
14
15
250
7 6
12
ROA
9
D MC
10
1.75 to 2.00 m
16
01 16
14
12
R8
16
8
00.0
6
.24
00
13
15 17
293
17
2.00 to 2.25 m
CT
300
12
11
14
12
1
.62
17
2.25 to 2.50 m
325
6
16
TC
15
17
15
2.5 to 100 m
14
350
13 12
8
14 8
7
15
10
16
11
9
64
76.8
14
79.5
14
CT 3
TC 3
17
R -5
00.0
00
9
8
9
11 18
.461
13
12
400
406
15
CT
9
11
R 50
0.00
8
0
10
12
11
13
10
17
18
450
12
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalSearchable page text hides email addresses. Original files are unchanged and may show email addresses.
Full text of sections 2 to 4 (of 5)
Section 2
11
17
18
18
17
12
475
14
9
12
17
17
17
11
10
13
16
10
17
9
17
17
16
12
15
17
17
11
9
10
16
13
16
10
10
14
16
9
12
16 11
15
16
9
16
16
16
9
16
8
16
15
300,000
15
water ta L
nk
14
NOTES
13
14
1. ALL ACTIVITY AREAS AND FIELDS TO HAVE SLIGHT FALL TOWARDS
8
15
8
9
13
NATURAL CONTOURS TO ALLOW FOR STORMWATER DRAINAGE. 13
16
2. CANOE RUN EXTENSION WORKS TO BE STAGED TO ENSURE
14
EXTENSION COMPLETE AND FILLED PRIOR TO CONNECTION TO 13
13
16
EXISITNG DAM TO MAINTAIN WATER LEVELS AND MINIMISE IMPACTS
TO EXISTING ECOSYSTEM. 12
13
14
15
3. IN STREAM SEDIMENT AND EROSION CONTROLS TO BE IMPLEMENTED
12
14
14
12
DURING CANOE RUN EXTENSION TO PREVENT SEDIMENTS ENTERING
16
12
WATERWAY. 15
12 13
13
13
FOR APPROVAL
North Point Approved Project Address Title
59 KABI ROAD EARTHWORKS PLAN
N ANITA STEELE COOTHARABA
For and on behalf of RECOR Pty Ltd.
C 26.09.24 REISSUED FOR APROVAL MVP JO Scale ENGINEERING & PROJECT SERVICES Client Details Project Name Sheet Size
SUNSHINE COAST | BRISBANE
B 06.9.22 REISSUED FOR APROVAL BRP JAC www.recor.au | ABN 89 647 469 707 CHRISTIAN YOUTH COUNCIL NOOSA CYC CAMPSITE A1
1:1000 Project Number Drawing Number Revision
A 02.09.24 ISSUED FOR APPROVAL BRP MVP COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's
20220146 C020 C
client. This drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as
Rev Date Revision Description Drawn Check DO NOT SCALE, IF IN DOUBT ASK 'Issued For Construction' in the revision description.
Document Set ID: 23309464
Version: 1, Version Date: 18/10/2024
Section 3
-
REFERENCE DOCUMENT
NOOSA COUNCIL
131998.981211.5
19 DECEMBER 2024
.0
10
.0
10
10.0
10.0
10.0
10.0
.0
11
11.0
12.0 .0
12
15
16.0 .0
low
17.0
Be ks 13
te Tan
.0
r e
/
nc nd
Co rou
SMH SMH
SMH
SMH SMH .0
13
G 0
17.
SMH
14
/
.0
.0
18
.0 14
.0 We
a
Ga ther
18
Co
19.
/ lv B bo
uil ard
din &
nc
ret
e
15
.0
15
.0
19.0
0
/ g
0
17.
16
M/WaHter .0
19
.0
19.0
Wat
Wa M/Her
M/Hter
/
18
.0
WatM/H
er
19.0
/
Wa
M/Hter
Ta ow
s
nd el
nk
M/Hter
Wa
ou e B
19.0
Gr cret
8.
0
15.0
She lv
d
Ga
18.0
n
0
Co
19.
9.
/ 19.0
0
19.0
18.0
10
.0
.0
17
14
.0
.0
16
17.0
11
.0
en
.0
15
18.0
um
.0
17
14
.0
Bit
18.0
ys
sy
Ba
Ba
12
18.0 .0 .0
17
ys
ng
ng
17.0
Ba
.0
rki
rki
13
13
ys
.0
Pa
14
Pa
Ba
.0
ng
16.0
.0 15.
rki
16 15
r
0
r
16.0
Ca
.0
ing
Ca
Pa
17.0
rk
.0
Pa
15
r
Ca
7.
n
13.0
14.0
0
/
me
18
r
Ca
/
.0
u
17.0
Bit
.0
15.0
16
14
.0
17.0
.0
8.
12.0
13
Section 4
15.0
0
16.0
14.0
Car Par
king Bays
16.
0
17
14.0
.0
9.
.0
0
12
15.0
0
16.
14.0
7.0
.0
8.0
15.0
10
n
15 .0
me
8.0 W
9.0
14.0
Bitu
Concre
8.0
8.0
9.0
17.0
8.0 0
te Path
11 8.
.0
Rock 8.0
.0
17
.0
8.0
14
Bitumen
.0
9.0 9.0 12
11
8.0
16.0
Gate
.0
Concrete
13.
9.0
18.0
14.0
14.0
8.0
10.0
0
8
9.0 PP
Bitumen
11.0
Ro.0ck
8.0
Gravel
13
8.0
13.0
8.0 .0
12.
18
13.0
0
.0
8.0
8.0 9.0 14
.0
12.0
10.
Access
0 9.0
13.0
11 Bitum 17.0
.0 en 15
.0
11.0
14.0
Track
13
16.0
Track
12.0
0
12.
.0
15.0
13.0
Access
17.0
10.0
10.0
.0 11.0
14.0
13
.0
16
Gra
vel
ELP
12.0
Acc 13.0
ess ELP
12.0
Tennis
Tra
10.0
14
ck Pergola Court
.0
9.0
0
11.0
ELP
12.
11.0
ELP
/E
Tempora
13.
ry
.0
House
0
15
0
ELP
11.
13.0
10.0
10.0
LP
/
11.
10.0 17
0
.0
/
12.
9.0
0
14.
0
12.0
.0
9.0
Track
15
10.0
/
.0 Access
12.0
11.
10
Galv
0
16
.0
Shed
0
13.0
14.
9.0 9.0 10
.0
/ 11
.0
/
10
13.0
.0
The text continues on section 5.