Original source · versioned page text
20210041 Bottlebrush Ave Op Works
Original PDF page 6, section 1. The text section number identifies this passage in the reader.
OP WORKS
ISSUE
4/A 3/A 2/A 1/A 1/B 2/A
RECUT A 6mm WIDE x 20mm DEEP JOINT & PROVIDE A
LINE 1/B ENTERS 150∅PVC IL 30.192
TERMINATE REINFORCING FABRIC
BACKING ROD + JOINT SEALANT OR SIMILAR APPROVED MESH 50mm BEFORE JOINT.
FULL HEIGHT 10mm THICK ABLEFLEX
TERMINATE REINFORCING FABRIC WITH PULL AWAY STRIP AT TOP
MESH 50mm BEFORE JOINT.
1% AEP HGL
LINE 3/A ENTERS 225∅CLASS 2 RRJ IL 30.218
PROVIDE DOWEL WITH SLEEVE ON ONE END INDICATIVE TELSTRA AND WATER SERVICES.
INSTALLED TO MANUFACTURERS SPECIFICATION. CONTRACTOR TO LOCATE AND CONFIRM
REFER TO 'DOWEL SCHEDULE FOR EXTERNAL DEPTH ON SITE, AND RELOCATE AS
PAVEMENT DOWEL JOINTS' FOR DOWEL OPTIONS PROVIDE DOWEL WITH SLEEVE ON ONE END NECESSARY TO ENSURE MIN 600M COVER FOR
INSTALLED TO MANUFACTURERS SPECIFICATION. TELSTRA AND MIN 800MM COVER FOR WATER.
REFER TO 'DOWEL SCHEDULE FOR EXTERNAL
PAVEMENT DOWEL JOINTS' FOR DOWEL OPTIONS
DETAIL A - CONTROL JOINT (CJ) PROVIDE CONCRETE
DETAIL B - EXPANSION JOINT (EJ) BULKHEADS AT 7.5m SPACING
5,000L BELOW GROUND
DOWEL SCHEDULE FOR EXTERNAL PAVEMENT DOWEL JOINTS DETENTION TANK (ROCLA
OPTION DOWEL CENTRES PRODUCT OPTIONS BOX OSD OR EQUIVALENT).
PROVDE Ø60mm LOW FLOW
1 150x150x6mm THK PL. 600mm PEIKKO ORIFICE OUTLET AT BASE
2 S20x400 LONG SQUARE 600mm DANLEY / LESA OR EQUIV AND Ø150MM OVERFLOW.
3 10x75x150 LONG PL. 600mm LESA HI MOVE
4 110x110x10 DIAMOND DOWEL 500mm DANLEY / LESA / PEIKKO
PROVIDE TRENCH STOP AT SEWER MAIN
MIDPOINT APPROX I.L 28.77m
DATUM RL 27.42 RL 28.69
DIAMETER (mm) 225∅ CLASS 2 RRJ 225∅ CLASS 2 RRJ 225∅ CLASS 2 RRJ 150∅ PVC
CLASS
15.79% 14.45% 13.20% 1.65%
SLOPE/GRADE 1:6.33 1:6.92 1:7.57 1:60.65
2.063
2.013
2.108
1.282
1.320
0.746
1.265
1.308
DEPTH (m)
36.763 34.700
32.963 30.950
30.855
31.500 30.218
30.180
29.666 28.920
31.500 30.235
31.500 30.192
INVERT LEVEL (m)
200 MIN
FINAL
SURFACE LEVEL
COMPACTED FILL 25/02/2022
200 MIN
REFER TO
SCHEDULE
FLOW (LIT/SEC) 34.000 33.000 51.000 18.000
EA ID: 2557785
RPEQ: 26443
FOR SIZING
200 MIN
COMPACTED FILL
VELOCITY (m/s) 3.453 3.319 3.631 1.696 DO NOT SCALE, IF IN DOUBT ASK!
200 MIN 200 MIN
100 MIN. IN ROCK
0.000
31.016 23.748
30.370 28.156
29.008 37.700
0.000
2.608
100 MIN. IN ROCK RE
Ø DIA
BASE OF
PIPE TRENCH
FO FER
R
SIZ TO S
LENGTH 23.748 4.408 9.544 2.608
MASS CONCRETE IN C
MIN. GRADE G H ED
EXTENT OF
34.915
30.997
30.367
31.129
30.370
UL
PIPE TRENCH 25MPa
CONCRETE PROVIDE
E
HGL LEVEL (m)
200x200xTRENCH WIDTH
RACK WRAPPED IN
GEOFABRIC UP STREAM STORMWATER DRAINAGE LONGSECTIONS
PROVIDE 100Ø MIN OF WEEP HOLES B 22/02/22 UPDATE FOR RFI BRP NW
HOLES TO ALLOW 90Ø PROVIDE 100Ø MIN HOLES TO SCALES: HORIZONTAL 1:500 VERTICAL 1:50
ALLOW 90Ø SUBSOIL A 01/12/21 ISSUED FOR OPW BRP MVP
SUBSOIL DRAINAGE TO
PASS THROUGH DRAINAGE TO PASS THROUGH Rev Date Description By Chk
CROSS SECTION
100 MIN. INTO ROCK
SCALE 1:10 MASS CONCRETE
100 MIN. IN ROCK
200 MIN
MIN. GRADE 25MPa
CONCRETE
200 MIN
LONG SECTION Upstream Catchment
SCALE 1:10
Area = 630m²
STORMWATER
DETAIL PIPE CONCRETE BULK HEADS
C - CONCRETE BULKHEADS 150mm
1V:2H 1V:2H tc = 5 mins [email protected]
SCALE 1:10
fi = 0.75 (Conservatively Assumed) 37 MARY ST NOOSAVILLE, QLD
NOTES
1.
STORMWATER PIPE CONCRETE BULK HEADS
CONCRETE BULKHEADS SHALL BE USED WHERE THE PIPE SLOPE IS STEEPER 150mm Qmax (1% AEP) Rational Method = 0.059m³/s 07 5211 1003
THAN 1:6SCALE 1:10 LENGTH IS GREATER THAN 15 METERS.
AND PIPE Client
2. CONCRETE BULKHEADS SHALL BE LOCATED AT JOINT LOCATIONS AT 6 METER
Sf = 2.5% NOVATO GROUP
MAX. CENTRES.
3. CONCRETE IS TO BE 25MPa AND PLACED USING MECHANICAL VIBRATION. Hydraulic Radius = 0.14m Project Name
4. FOUNDING MATERIAL IS NOT TO COVER FLEXIBLE PIPE JOINT. 27 BOTTLEBRUSH AVE
Mannings n (QUDM - grass channel) = 0.035
5. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE.
NOOSA HEADS
V = 1.32m/s
Title
Area Catch Drain = 0.068m² ROADS & DRAINAGE DETAILS
Area required (Qmax/V) = 0.045m²
DETAIL D - UPSTREAM CATCH DRAIN
Project No. Discipline Status
20210041 CIVIL OPW
Designed By Drawn By Scale
(at
BRP BRP NTS A1)
Drawing No. Revision
C31 B
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalSearchable page text hides email addresses. Original files are unchanged and may show email addresses.