Council archive · source document
21617-20230419 - full set · OPW22/0299
Attached to the e-mail OPW22/0299 - Suspend appeal period and make change representations.
Original PDF page 4, section 9. The text section number identifies this passage in the reader.
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 EXISTING SEWER 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
28
32
31
30
29
4 of 7
1:150
Drawing Number
4.5
NEW DWY CROSSOVER TO
6
NSC STD DRG RS-049 & RS-050
21617-C200
TO REMAIN. REFER DRG C202 FOR
SUPPORT AT DRIVEWAY CROSSING.
FOR STORMWATER CONNECTION
EXISTING U/G ASBESTOS 150Ø SEWER
D
NEW GULLY WITH ELONGATED MH
7.5m
A1
D
Revision
Sheet Size
NOT FOR CONSTRUCTION
[OCR of page images]
‘10mm FULL DEPTH COMPRESSIBLE MATERIAL — 41-N12 TRIMMER EACH SIDE OF JOINT STOP TOP LAYER OF MESH EACH 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.
L92 MESH (50 TOP COVER) | |
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16-400 HDG DOWEL BARS, 400 LONG, “ ‘— DPM ON 30mm SAND BEDDING; — \} ‘ADDITIONAL LOWER LAYER OF SL92 MESH, loos
IN DANLEY ‘DOWEL MASTER’ SLEEVES 250 250 ON 125mm SUBBASE MATERIAL NI2SPACERBARS || 800 WIDE. CUT EVERY ALTERNATE WIRE AT 5!
ON BAR CHAIRS CLASS 23 GTMR STD SPEC TIED BETWEEN MESH JOINT LOCATION. MARK LOCATION ON FORMIVORK. | |
| |
EXPANSION JOINT (EJ) CONTROL JOINT (CJ) 5 _ 4 t
‘SCALE 1:10 SCALE 1:10 t 3 7
N
i |
MAXIMUM 12m SPACINGS MAXIMUM 4m SPACINGS e i |
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6 BREAK IN TOP OF WALLS TO ALLOW WATER a @ RT
ae f TO WEIR IN THE MAJOR EVENT \ z \
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2 BREAK IN TOP OF WALLS TO ALLOW WATER \ = \cua) ;
5 TO WEIR IN THE MAJOR EVENT ' g i
8 TURF Es EXISTING UIG ASBESTOS 1500 SEWER] |
ro TO REMAIN. REFER DRG C202 FOR
oe SUPPORT AT DRIVEWAY CROSSING. _| |
ol
‘40m x 3m x 1.5m NEW ACO DRAIN NSC STD DRG RS-049 & RS
PROVIDE 1m x 1m ROCK SCOUR BIORETENTION BASIN BREAK IN TOP OF WALLS TO ALLOW WATER
PROTECTION IN LINE WITH DWY INVERT 10 FILTRATION AREA 351 TO WEIR IN THE MAJOR EVENT ‘
(d50 100mm ROCK, 150mm THICK) STORAGE + DETENTION TANK] NEW DWY CROSSOVER TO
NEW STORI
concrete path
‘
|
a
a
lee
1 m
|B } i
= «o 8 2 <
§ & ~ ik a |
= s pee
NATASHA AVENUE Z& 3 i jos
PT EASTING | NORTHING | LEVEL 88 3 30.293 (KI) Ie
ni | 1998751 | 003.720 | 39.905 Isa) 25%” | 15% Ly J
N2_| 1904342 | 5002283 | 39.370 ' ' \ Ie / i
NB 1987.092 | 4999.279 38.341 bs! 15 | 15 | os
na | s979842 | 4996275 | 37.344 : 7 7
ns | 1972503 | 4993270 | 36.302 ‘3 ‘3
KATHARINA STREET a 25%, | 125%,
PT | EASTING | NORTHING | LEVEL E5T% 30.263 2, é 5 g
Kt 2008647 | 4917.683 31.339 B 2 z . ° ®
x2 | 2002959 | 49tao7s | 30779 AA PS = x i 4 5 &
«3 | 1997272 | 4918462 | 30.241 Be 5 3 S
Kees EF teoosx FF agieoe [0605 | K&C TYPE M1 sl mS ”
ee LEVELS ARE RELATIVE TO EXISTING INVERT OF K&C AND
KS TAINOR TRANSITION WORKS 70 SUIT EXISTING ARE SUBJECT TO ADJUSTMENT TO SUIT SITE CONDITIONS
KERB SETOUT CO-ORDINATES \, 3 VERGE LEVELS. REFER SECTION ON DRG 202
* NOMINATED KERB LEVELS ARE SUBJECT TO REFINEMENT Ke KATHARINA DRIVEWAY LEVELS 0 15 45 75m
DURING CONSTRUCTION TO SUIT SITE CONDITIONS, \ . TOO {aa a ——
> “s % Py
X - = | L
‘COPYRIGHT © ‘Associated Consultants Client Drawn Verified Project, Drawing Title ‘Scale ‘Sheet Size
cae eee inegccctteace with CHRIS CLOUT DESIGN| MARK BAIN AR OR 24 KATHARINA ST & 10 NATASHA AVE GENERAL ARRANGEMENT 1:150 AM
e agreement between Designed Verified
Consulting PY Li (te) an tes CONSTRUCTIONS AR DR NOOSA HEADS QLD 4567 Drawing Number
lent. This drawing shall on} . 7
Secruecgetalct, | o_O | TORRENT So; SoMETION [BR engineers &project managers [ered PET RPOESGRIPTION 2RFVamia TERPEE 21617-C200
‘This drawing shall not be used “3139.07.23 | OPW IR RESPONSE DR Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 DOUG REYNOL! 9072 LOCAL AUTHORITY NOOSA SHIRE COUNCIL De ee Shoat Rovision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed MCU APPROVAL HORIZ DATUM LOCAL
‘Igsued For Construction’ in the | A | 25.10.22 | OPWAPPLICATION DR [email protected] www.todconsutting.com ROLAPPROVAL - VERT DATUM AHD lal dll! Aof7 D
revision descripiion. Rev | Date | Revision Description Drawn ABN 39 126 805 336 19.04.23 | OPW APPROVAL - RL DATUM LOCAL MEASUREMENT BAR - INCREMENTS IN mm
NOT FOR CONSTRUCTION
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