Council archive · source document
SUPERSEDED - Approved Plans & Documents - OPW22 0299 · OPW22/0299
Plans and drawings: the text below has words only, no drawings.
Very large file (10.3 MB): may take a few minutes to open.
Original PDF page 3, section 9. The text section number identifies this passage in the reader.
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
WITH A 20x10 SEALANT PARCHEM ROADSEAL' \
OR APPROVED EQUIVALENT
4-N12 TRIMMER EACH SIDE OF JOINT
TIED UNDER MESH OVER DOWELS
;—— S192 MESH (50 TOP COVER)
STOP TOP LAYER OF MESH EACH
SIDE OF JOINT (60 COVER TO JOINT) —
y- 25 SAW CUT JOINT TO BE CREATED
| WITHIN 8 HRS OF POUR, SEAL JOINT WITH
COLOUR MATCHED APPROVED SEALANT.
NOOSA COUNCIL
APPROVED PLAN
|
| 8 F
ee =o oa OPW22/0299 18 APR 2023 i |
a) ___ | !
aaa fh ES SoL pos Loe
1 Bf
——_—_ 4 5 ry
! I
A Hy | |
16-400 HDG DOWEL BARS, 400 LONG, — T ‘DPM; ON 30mm SAND BEDDING, —! ‘ADDITIONAL LOWER LAYER OF SL92 MESH, Ios
IN DANLEY ‘DOWEL MASTER’ SLEEVES 2 25 ON 125mm SUBBASE MATERIAL N12 SPACER BARS 800 WIDE. CUT EVERY ALTERNATE WIRE AT g ot
ON BAR CHAIRS CLASS 23 QTMR STD SPEC TIED BETWEEN MESH JOINT LOCATION. MARK LOCATION ON FORMWORK iol
| |
EXPANSION JOINT (EJ) CONTROL JOINT (CJ) 5 _ at t
SCALE 1:10 SCALE 1:10 2 , a 7
tee |
MAXIMUM 12m SPACINGS MAXIMUM 4m SPACINGS e i |
i 1 7
| | I
L i | Il
1 g o | |
1 2 | LF
| % iy foot
A = ro an
| MINOR TRANSITION WORKS TO SUIT EXISTING if i!
| VERGE LEVELS. REFER SECTION ON DRG 202. iF
\ —. | | |
Is | 4
# BREAKIN TOP OF WALLS TO ALLOW WATER Y Blok o 1
| TO WEIR IN THE MAJOR EVENT ~ ay | | <
f le 2 th | i
. { ae ete Ie
wy? . «, ® : '
en ; \" 8 |
BREAK IN TOP OF WALLS TO ALLOW WATER ? “ 3 @ (001 RT
TO WEIR IN THE MAJOR EVENT \ \ | al \ ean] | |
= !
\ em] |
q h 8 i 1 |
\ 2 ! ‘
2 ler a!
t aes tls
‘ 7 es i 2 ene | @ \
2 BREAKIN TOP OF WALLS TO ALLOW WATER Co =e ig 1 ‘
5 ‘TO WEIR IN THE MAJOR EVENT Mm 2 = |}
8 TURF ] | = Fale L
It _
: I IN — ||
Le | | | NNEW MANHOLE FOR’ I
|| |LOWERED SEWER |
z (@) [APPROX IL 28.30, |
PROTECTION INURE wins On invert By BREAK IN TOP OF WALLS TO ALLOW WATER | ° 0 @ I! \
TO WEIR IN THE MAJOR EVENT STORAGE + DETENTION TANK eI +—/NEW DWY CROSSOVER TO
(450 100mm ROCK, 150mm THICK) Lr ‘0m x 3m x 1.8m | Ss TTT 1) Insc sto ore rs.049 8 RS-050 Tt
It
eRe NN - I tL i
a | H 2! !
NEW STORMWATER, REFER LONG SECTION ON DRG C201. sles + i |
) c
Wg \
ye 7 L !
3 6 4 Eb,
s & 2 —
zg Fenhiem & . ©
= Sia. I % !
3 sug le |
MINOR TRANSITION WORKS TO SUITEXISTING|_/ ‘|
| VERGE LEVELS, REFER SECTION ON DRG 202 \
s 'o ©
2 1
il 4 £
: | 16 3 iy
%, I al
ok ak
NATASHA AVENUE 3 t
PT__| EASTING | NORTHING | LEVEL IEW MANHOLEFOR LOWERED]
ni | 1998751 | 003.729 | 30.905 5 /J|SEWER. APPROX IL 28.07
N2_| 1904342 | 5002283 | 39.370 pI ————
na | 1987.02 | 4999270 | 38.341 a) 3
No | 1979842 | 4906278 | 97.344 a
ns | 1972593 | 4903270 | 36302 K&C TYPE Bt
KATHARINA STREET z
PT EASTING | NORTHING | LEVEL Be B=
«t_| 2008647 | 417.683 | 31.339 8| 2 ‘@)
2 | 2002959 | 4918073 | 30.79 3) ae = "
«3 | 1997272 | 4918462 | 30.241 a el S Be S ]
Ka | 1901885 | 491.852 | 20.724
K&C TYPE M1 or NES
Ly. oN
SS MINOR TRANSITION WORKS TO SUIT EXISTING
KERB SETOUT CO-ORDINATES se VERGE LEVELS. REFER SECTION ON DRG 202
* NOMINATED KERB LEVELS ARE SUBJECT TO REFINEMENT Ke 0 15 3 45 6 | 75m
DURING CONSTRUCTION TO SUIT SITE CONDITIONS . {aa a ——
By ey ee
X - = | L
COPYRIGHT © ‘Associated Consultants Client Drawn Verified Project Drawing Title ‘Seale ‘Sheet Size
isdn it, CHRIS CLOUT DESIGN| MARK BAIN AR oR 24 KATHARINA ST & 10 NATASHA AVE GENERAL ARRANGEMENT 1150 | At
the agreement between TOD Designed Verified
Consuting Py Li (c)and ts CONSTRUCTIONS AR DR NOOSA HEADS QLD 4567 Drawing Number
client. This drawing shall only . r
be used for this specific project. engineers & project managers ‘Approved RPEQ No RP DESCRIPTION 2RP12260% & 135 RP92518 21617-C200
Theanine [3s | RRSP i wos aTsuoarn, uaeecoaseresmom | DOUGREYNOAYB S02 SRA AUTICRTY NOSKSHRE COIN ru Look SSS SSS — Tain
‘Igsued For Construction’ in the | A | 25.10.22 | OPWAPPLICATION DR [email protected] www.todconsutting.com ig ROLAPPROVAL - VERT DATUM AHD lal dll! 4of7 B
DocuithrSet'in: 2229RR77 Date _| Revision Description Drawn ‘ABN 30 128 806 396 30.01.23 | OPW APPROVAL - RL DATUM LOCAL MEASUREMENT BAR - INCREMENTS IN mm
Version: 1, Version Date: 01/02/2023
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
SUPERSEDED - Approved Plans & Documents - OPW22 0299.pdfRelated documentApplication case desk ↗
About this file
- File size
- 10.3 MB (very large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.