Council archive · source document
civils · OPW22/0299
Original PDF page 4, section 8. The text section number identifies this passage in the reader.
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
APPROX IL 28.30
LOWERED SEWER
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
A
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 j- 25 SAW CUT JOINT TO BE CREATED
WITH A 20x10 SEALANT PARCHEM ROADSEAL' \ TIED UNDER MESH OVER DOWELS SIDE OF JOINT (60 COVERTO JOINT) | WITHIN BHRS OF POUR, SEAL JOINT WITH
OR APPROVED EQUIVALENT \ COLOUR MATCHED APPROVED SEALANT.
\ | S192 MESH (50 TOP COVER) | |
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16-400 HDG DOWEL BARS, 400 LONG, AA 7 ‘— 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 g i!
ON BAR CHAIRS CLASS 23 GTMR STD SPEC TIED BETWEEN MESH JOINT LOCATION. MARK LOCATION ON FORMIWORK. | |
| |
EXPANSION JOINT (EJ) CONTROL JOINT (CJ) _ at t
SCALE 1:10 SCALE 1:10 g 7
|
MAXIMUM 12m SPACINGS MAXIMUM 4m SPACINGS i |
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TO WEIR IN THE MAJOR EVENT los
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| | [LOWERED SEWER |
I (@)_ [APPROX IL 28.30 |
BIORETENTION BASIN BREAK IN TOP OF WALLS TO ALLOW WATER = la i I
TO WEIR IN THE MAJOR EVENT STORAGE + DETENTION TANK a a NEW DWY CROSSOVER TO L
40m x 3m x 4.5m, i ~ ' NSC STD DRG RS-049 & RS-050 T
7 |
- }| |
NEW STORMWATER, REFER LONG SECTION ON DRG C301. === i |
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NATASHA AVENUE 2 $ e
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PT | EASTING | NORTHING | LEVEL wy NEW MANHOLE FORLOWERED
ni | 1998751 | 003.720 | 39.905 5 s 1 /|SEWER. APPROX IL 28.07
N2. 1994.342 | 5002283 39.370 2 I |
na | 1987092 | 4999279 | 38341 a\ \ =
No | 1979842 | 4906278 | 97.344 tT
ne | 1972503 | 4903270 [| 36302 K&C TYPE B1
KATHARINA STREET z
PT__| EASTING | NORTHING | LEVEL fe ip = 4
«i | 2008647 | aot7ea3 | 31.390 e| a ©)
x2 | 2002959 | 4918073 | 30.779 By =
K3 1997.272 | 491.462 | 30.241 to] é
xa | 1991585 | 491.852 | 20.724 K&C TYPE M1
* NOMINATED KERB LEVELS ARE SUBJECT TO REFINEMENT 0 15 3 45 6 | 75m
DURING CONSTRUCTION TO SUIT SITE CONDITIONS, (net —— fe}
| L
= | COPYRIGHT © Associated Consultants Client Drawn, Verified Project. Drawing Title Scale ‘Sheet Size
| macown apt CHRIS CLOUT DESIGN| MARK BAIN AR OR 24 KATHARINA ST & 10 NATASHA AVE GENERAL ARRANGEMENT 1:150 M
» | the agreement between TOD Designed Verified
| onsuting Py Lid c) and tes CONSTRUCTIONS AR DR NOOSA HEADS QLD 4567 Drawing Number
lent. This drawing shall only . a 21617-C200
be used for this specific project engineers & project managers ‘Approved RPEQ No RP DESCRIPTION — 2RP122801 & 195 RP92518 -
This drawing shall not be used loosa sunshine Coas DOUG REYN 9072 LOCAL AUTHORITY NOOSA SHIRE COUNCIL
for constucton unl marked Mossi SFO Box 61, Noosavila QLD 4500 Signed MCU APPROVAL - HORIZ DATUM LOCAL os Sheet Revision
"issued For Construction’ in the | A _| 2510.22 | OPW APPLICATION OR [email protected] ww. todconsulting.com ‘g ROLAPPROVAL - VERT DATUM AHD ous) 4of7 A
revision description Rev | Date | Revision Description Drawn ‘ABN 39 128 805 336 25.1022 | OPW APPROVAL _- RLDATUM —_LOCAL MEASUREMENT BAR - INCREMENTS IN mm
A
NOT FOR CONSTRUCTION
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