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Approved Plans & Documents - OPW22 0299 · OPW22/0299
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Original PDF page 3, section 9. The text section number identifies this passage in the reader.
40
8
GENERAL ARRANGEMENT
2 93 31 .5 VEGETATION AREA .8 .0
VERGE LEVELS. REFER SECTION ON DRG 202.
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 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 — ‘-N12 TRIMMER EAGH SIDE OF JOINT STOP TOP LAYER OF MESH EACH j- 25 SAW CUT JOINT TOBE CREATED
WITH A 20x10 SEALANT PARCHEM ROADSEAL' TIED UNDER MESH OVER DOWELS SIDE OF JOINT (50 COVER TO JOINT) | _- WITHIN BHRS OF POUR, SEAL JOINT WITH
OR APPROVED EQUIVALENT \ ‘ OT COLOUR HATCHED APPROVED SENANT NOOSA COUNCIL
<1s2 ves (0 TOP COVER) APPROVED PLAN ||
\ bot
1 OPW22/0299 15 MAY 2023 i |
3 TTT 3s TTT TS STOTT |
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—$____ 4 ) 5 1 |
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16-400 HDG DOWEL BARS, 400 LONG, 7 ‘DPM; ON 30mm SAND BEDDING, —! \] ‘ADDITIONAL LOWER LAYER OF SL92 MESH, Ios
IN DANLEY ‘DOWEL MASTER’ SLEEVES 2 25 ON 125mm SUBBASE MATERIAL NI2SPACER BARS — || 800 WIDE. CUT EVERY ALTERNATE WIRE AT g ot
ON BAR CHAIRS CLASS 23 GTMR STD SPEC TIED BETWEEN MESH JOINT LOCATION. MARK LOCATION ON FORMIVORK. id
| |
EXPANSION JOINT (EJ) CONTROL JOINT (CJ) _ at t
SCALE 1:10 SCALE 1:10 a 7
|
MAXIMUM 12m SPACINGS MAXIMUM 4m SPACINGS i |
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BREAKIN TOP OF WALLS TO ALLOW WATER = ig) 1 ‘
TO WEIR IN THE MAJOR EVENT 3 el \
fe =, & |-TEXISTING UIG ASBESTOS 1500 SEWER] |
TO REMAIN. REFER DRG C202 FOR
| }"[supporT aT DRIVEWAY CROSSING. _] |
lL Redd cin BREAK IN TOP OF WALLS TO ALLOW WATER
PROTECTION IN LINE WITH DWY INVERT TO WEIR IN THE MAJOR EVENT STORAGE + DETENTION TANK] NEW DWY CROSSOVER TO
oo PROFILE OVER 5m. JOIN NEATLY TO EXISTING. (480 100mm ROCK, 150mm THICK) 410m x 3m x 1.5m. = NSC STD DRG RS-049 & RS
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MINOR TRANSITION WORKS TO SUITEXISTING]_/
VERGE LEVELS, REFER SECTION ON DRG 202 \
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NATASHA AVENUE 5 ge g it 7 ot
PT__| EASTING | NORTHING | LEVEL s 88 & 30.298 (Kl) :
MI 998.751 | 5003729 | 39.905 ’ leet 25%” | 125% Lo
N2 1994342 | 5002283 39.370 ' ' ' \ / ——_— |
NB 1987.092 | 499.279 38.341 ' bs! 15 | 15 l
No | 1979842 | 4906278 | 97.344 ' : ,
ns | 1972503 | 4993270 | 36.302 ' 13 ‘3
i ly) 25%, | 125%
KATHARINA STREET Jee |
PT EASTING | NORTHING | LEVEL 57% 30,263! 2 é 5 g =
«t_| 2008647 | 417.683 | 31.339 A 2 , s ® © .
K2 202.959 | 4918.073 30.779 — Ze 3 x i 4 5 g
K3 1997.272 | 4918.462 30.241 * Be s s 2
Kees EF teoosx FF agieoe [0605 | K&C TYPE M1 mS ” |
Vas LEVELS ARE RELATIVE TO EXISTING INVERT OF K&C AND
KS TINOR TRANSITION WORKS T0 SUIT EXSTING 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 3 45 6 | 75m
DURING CONSTRUCTION TO SUIT SITE CONDITIONS . TOO {aa a ——
_ A | |
‘COPYRIGHT © ‘Associated Consultants Client Drawn Verified Project, Drawing Title ‘Seale ‘Sheet Size
isda ant CHRIS CLOUT DESIGN| MARK BAIN AR OR 24 KATHARINA ST & 10 NATASHA AVE GENERAL ARRANGEMENT 4:150 AM
@ agreement between Designed Verified
Consulting PY Li (te) an tes CONSTRUCTIONS AR DR NOOSA HEADS QLD 4567 Drawing Number
client. This drawing shall only [~D_| 19.04.23 | KATHARINA DRIVEWAY & SWD CONNECTION | _OR i Sj
be used fortis specific project. | > —1>3 55 53 | EXISTING SEWER KATHARINA ST OR engineers & project managers Aero nol PEG No RP DESCRIPTION 2RPTZ#51§& SRPHSTE 21617-C200
Tens Srawing shall not be used [8 _| 30.01.23 | OPW IR RESPONSE OR oe OT ee oot Nossauile Cubase 8° MCU APPROVAL - HORIZ DATUM LOCAL oo 2 % 4 50 60 ‘Sheet Revision
‘Igsued For Construction’ in the | A | 25.10.22 | OPWAPPLICATION DR [email protected] www.todconsutting.com Signed ROLAPPROVAL - VERT DATUM AHD lal dll! 4of7 D
revision description Rev | Date | Revision Deseription Drawn ABN 39 128 805 336 19.0423 | OPW APPROVAL _- RLDATUM —_LOCAL MEASUREMENT BAR - INCREMENTS IN mm
NOT FOR CONSTRUCTION
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