Council archive · source document
Civil Plans 21617_20230130 Rev B · OPW22/0299
Plans and drawings: the text below has words only, no drawings.
Original PDF page 4, section 8. The text section number identifies this passage in the reader.
20
3 1. 3
. 00
60 33 1
321.739
9 . .3
.5 31 32 33
31
30
. 66 9 1
31 3 . 78 2.
.5 3
32 32
1 3312
NEW ACO DRAIN
.5 1 0
40
8
GENERAL ARRANGEMENT
2 93 31 .5 VEGETATION AREA .8 .0
VERGE LEVELS. REFER SECTION ON DRG 202.
EXISTING SEWER
MINOR TRANSITION WORKS TO SUIT EXISTING
7 .7 39 8. 5 32 33
.2 .530 3218 31 5
0
331320
.8 30
3030.304.37
. 30 .0 .61 3.
4 5 31.5 6 4 33134
VERGE LEVELS. REFER SECTION ON DRG 202.
MINOR TRANSITION WORKS TO SUIT EXISTING
.3 29 303 3217 32113.21 .1 8324 42
31 2 .5 .1 6
3
50
29 waer 3 31
.1 3161.6.78 .75 32.
33 3 33 .0
4 6 4.100 31 17 33 4
.4 3210321 .8.7 2 023 3316 6
MEASUREMENT BAR - INCREMENTS IN mm
meter 30 321
32145 321 TURF UNO 3131 .0 2. 5 .44 .5 .9
32121 32 3 34 34 6
Driveway
9 9 0 9 4 8 .2
4 .9 .3 7 .3 .6
60
33132.075 3317 2.2532
98 9. 29 30 0. 3 1 3 1 0 35
. 2 . 41 3 2. 3
Driveway
28 30 3 T-Comms
SLL 28.51 3010 T-Comms T-Comms 32
≈IL27.46 NEW 1.5m NOM. FOOTPATH 1 MH
3 MH 7 5 .2 4
16 54 MH .0 07 41 .9 3 34 0
≈IL32.57 6
. ST 9. 0. 30 3 1. .4 34.
Top back kerb 29 ST
2 30 30. 3 34
SW IL 29.05 SW IL 29.92 SW IL 31.44 SW IL 32.61 SW IL 33.02
NEW K&C
Edge pavement ST
K3
K2
K1
K4
ST S/water ≈IL29.10 S/water
MH MH
0
1.5
Scale
Sheet
002
001
004
003
C202
C202
C202
C202
3
SEWER. APPROX IL 28.07
28
APPROX IL 28.30
32
LOWERED SEWER
31
30
29
NEW MANHOLE FOR
4 of 7
1:150
Drawing Number
NEW MANHOLE FOR LOWERED
4.5
NEW MANHOLE FOR
NEW DWY CROSSOVER TO
6
NSC STD DRG RS-049 & RS-050
STORMWATER CONNECTION
21617-C200
B
7.5m
A1
Revision
Sheet Size
NOT FOR CONSTRUCTION
[OCR of page images]
10mm FULL DEPTH COMPRESSIBLE MATERIAL 1-N12 TRIMMER EACH SIDE OF JOINT ‘STOP TOP LAYER OF MESH EACH y- 25 SAW CUT JOINT TO BE CREATED
WITH A 20x10 SEALANT PARCHEM ROADSEAL' TIED UNDER MESH OVER DOWELS SIDE OF JOINT (50 COVER TO JOINT) — WITHIN 8 HRS OF POUR. SEAL JOINT WITH
OR APPROVED EQUIVALENT COLOUR MATCHED APPROVED SEALANT.
;-— SL92 MESH (50 TOP COVER)
\ : i
a ———+t 4 as
a 3 & 7 OC
g ~ ‘ 1 _ co , —
Ee fee Ci SS oa et gor pohrectiriinaiets |
L LAL
|
f
R16-400 HDG DOWEL BARS, 400 LONG, ‘— DPM; ON 30mm SAND BEDDING; —! \ | ADDITIONAL LOWER LAYER OF SL92 MESH,
IN DANLEY ‘DOWEL MASTER’ SLEEVES 250 20 ‘ON 125mm SUBBASE MATERIAL NI2SPACERBARS || 800 WIDE. CUT EVERY ALTERNATE WIRE AT
ON BAR CHAIRS CLASS 2.3 QTMR STD SPEC TIED BETWEEN MESH JOINT LOCATION. MARK LOCATION ON FORMWORK.
EXPANSION JOINT (EJ) CONTROL JOINT (CJ)
SCALE 1:10 ‘SCALE 1:10
MAXIMUM 12m SPACINGS MAXIMUM 4m SPACINGS
conerete path
xe
ws
BREAK IN TOP OF WALLS TO ALLOW WATER
TO WEIR IN THE MAJOR EVENT
PROVIDE imx im ROCK SCOUR.
PROTECTION IN LINE WITH DWY INVERT
(d50 100mm ROCK, 150mm THICK)
2
3
BIORETENTION BASIN
10 FILTRATION AREA 35m
oe
IL36.22
a
Cea ee
2s
S
of
Highset house
imber paving
TO WEIR IN THE MAJOR EVENT
BREAKIN TOP OF WALLS TO ALLOW WATER.
MINOR TRANSITION WORKS TO SUIT EXISTING
VERGE LEVELS. REFER SECTION ON DRG 202.
EIEN - - --s-=-§
rsa
NEW STORI
NEW 1.5m NOM, FOOTPATH
VEGETATION AREA.
‘TURF UNO
L
BREAK IN TOP OF WALLS TO ALLOW WATER
TO WEIR IN THE MAJOR EVENT
STORAGE + DETENTION TANK]
410m x 3m x 1.5m. i—
‘NEW ACO DRAIN
4.100
a
S
FER LONG SECTION ON DRG C301.
1
Qs
i
i
i,
tH
Fl
U
NEW K8C
=sv=-@)
I) {NEW MANHOLE FOR
[| |LOWERED SEWER
APPROX IL 28.30
NEW DWY CROSSOVER TO
NSC STD DRG RS-049 & RS-050
oa— — ——o
a3+———o
—-03-——-03—-——-0
83 33
+ a
4 on 2
. €
rem 1 _
sug le
MINOR TRANSITION WORKS TO SUITEXISTING|_/ ‘|
VERGE LEVELS, REFER SECTION ON DRG 202 \
s ©
a - ® \b
if 2
| ie 3) 7 y
| S| |
ay
NATASHA AVENUE 3 <
PT__| EASTING | NORTHING | LEVEL IEW waNHOLEFORLOWERED]
ni | 1998751 | 003.729 | 30.905 5 /J|SEWER. APPROX IL 28.07
N2. 1994.342 | 5002283 39.370 2 I ——_———
na | 1987.02 | 4999270 | 38.341 a)
No | 1979842 | 4906278 | 97.344 a
ns | 1972593 | 4903270 | 36302 K&C TYPE Bt
KATHARINA STREET
PT__| EASTING | NORTHING | LEVEL fe
«t_| 2008647 | 417.683 | 31.339 3| 2 S
x2 | 2002959 | 4918073 | 30.779 By 2
«3 | 1997272 | 4918462 | 30.241 jt CS s
Ka | 1901885 | 491.852 | 20.724 K&C TYPE M1 \ BNE
MANS SS
\ gf
% MSS MINOR TRANSITION WORKS TO SUIT EXISTING
KERB SETOUT CO-ORDINATES \ os se VERGE LEVELS. REFER SECTION ON DRG 202
* NOMINATED KERB LEVELS ARE SUBJECT TO REFINEMENT yn Ke 0 15 45 75m
DURING CONSTRUCTION TO SUIT SITE CONDITIONS \\ \ . (net —— fe}
‘ ; \ yy My, | L
COPYRIGHT © ‘Associated Consultants Client Drawn Verified Project Drawing Title ‘Scale ‘Sheet Size
Tigi CHRIS CLOUT DESIGN|MARK BAIN AR oR 24 KATHARINA ST & 10 NATASHA AVE GENERAL ARRANGEMENT 4150 | At
eo reiment betwoon Designed Verified
Consulting PY Li (te) an tes CONSTRUCTIONS AR DR NOOSA HEADS QLD 4567 Drawing Number
client. This drawing shall only . 5 21617-C200
be used for this specific project. engineers & project managers ‘Approved RPEQ No. RP DESCRIPTION —2RP122891 & 135 RP92518 -
ZThis drawing shall not be used [3 30°04.23 | OPWIR RESPONSE OR se Bec bt, Noscouil OLD 4600 oOUG REYNE a7 ICU APPROVAL eee DATUM LOCAL ° 0 2 0 «0 0 ‘Sheet Revision
‘igeued For Construction’ in the | A | 2510.22 | OPWAPPLICATION OR [email protected] www: todconsuting.com 'g ROLAPPROVAL VERT DATUM AHD ous) Aof7 B
revision description Rev | Date | Revision Deseription Drawn ABN 39 128 805 336 30.01.28 | OPW APPROVAL __- RLDATUM LOCAL MEASUREMENT BAR INCREMENTS IN mm
NOT FOR CONSTRUCTION
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
Civil Plans 21617_20230130 Rev B.pdfRelated documentApplication case desk ↗
About this file
- File size
- 7.3 MB (large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take up to a minute.