Original source · versioned page text
Information Request MCU23 0102
DEPRESSED FIELD INLET BUILT OVER EXISTING PIPE
CONSTRUCTED DURING OPW2007/1626.
EXISTING BLOCKWORK WALL.
REFER RETAINING WALL NOTE 1.
LEGEND
REFER TOD CONSULTING DRAWINGS 06583-5 AND
06583-CALCS FOR ASSOCIATED DETAILS. PROPERTY BOUNDARY : SUBJECT SITE
PROPERTY BOUNDARY : ADJACENT PROPERTIES
EXISTING STORMWATER DRAINAGE
EXISTING GRAVITY SEWER
EXISTING WATER MAIN
2.5 x 5.9 EXISTING EDGE OF BUILDING
EXISTING CONTOURS : 0.25m INCREMENTS
2.6 x 6.0
NEW CONTOURS : 0.25m INCREMENTS
3.0 x 8.7
3.0 x 8.7
2.9 x 8.6
3.1 x 8.6
3.0 x 8.6
2.5 x 5.9 NEW SURFACE SPOT LEVEL
NEW 1100mm HIGH CHAIN WIRE FENCE
2.4 x
6.0 NEW 2100mm HIGH CHAIN WIRE SECURITY FENCE
2.5 x 5.9 2m
NEW SEALED PAVEMENT
2.4 x LOAD EXCLUSION ZONE (REFER RET WALL NOTES)
6.0
2.4 x 5.9
2.4 x
6.0 NEW STEEL POST AND CONCRETE
2.6 x 5.9 SLEEPER RETAINING WALL.
REFER RETAINING WALL NOTE 2.
2.9 x
9.0
RETAINING WALL NOTES
2.8 x 8.8
1. THE EXISTING CONCRETE BLOCKWORK RETAINING WALLS TO THE NORTH AND WEST OF THE SITE WERE DESIGNED
2.9 x AND CERTIFIED BY TOD CONSULTING FOR A SURCHARGE OF 5kPa IMPOSED LOAD. THIS 5kPa COVERS A MEDIUM
8.9 VEHICLE ALLOWANCE PER AS1170.1 FOR VEHICLES LESS THAN 10 TONNE.
2.8 x 8.8
2. THE STEEL POST AND CONCRETE SLEEPER WALL TO THE NORTHWEST OF THE SITE WAS DESIGN AND
2.9 x CONSTRUCTED BY OTHERS. THE HEIGHT OF THE WALL VARIES BUT HAS A MAXIMUM HEIGHT OF 2m. IT IS TOD'S
2.4 x 6.0
2.4 x 6.0
2.4 x 6.0
2.4 x 6.0
COMPLETED WORKS (FENCING & PAVEMENT) 8.7
2.8 x 8.8 RECOMMENDATION THAT ALL LOADS WITHIN 2m OF THIS WALL ARE STRICTLY PROHIBITED. THIS MAY BE ENFORCED
TO BE MODIFIED TO REMOVE ENCROACHMENT
WITHIN VISION COURT ROAD RESERVE BY THE IMPLEMENTATION OF WHEELSTOPS.
2.8 3. PARTWAY ALONG THE EASTERN BOUNDARY, IMMEDIATELY SOUTH OF THE STEEL POST CONCRETE SLEEPER WALL,
x 8.6 2.9 x 8.8
IS THE EXTERNAL WALL OF THE NEIGHBOURING BUILDING AT 25 PROJECT AVENUE AS WELL AS A NEW BLOCKWORK
2.4 x 5.8 2.4 x 5.8 RETAINING WALL, BOTH DESIGNED AND CONSTRUCTED BY OTHERS. IT IS TOD'S RECOMMENDATION THAT ALL LOADS
2.6
x 8.5 BEHIND THESE WALLS ARE STRICTLY PROHIBITED BY A DISTANCE EQUIVALENT TO THE WALL HEIGHT (ASSUMED 4m).
2.9 x 8.8
THIS MAY BE ENFORCED WITHIN THE PARKING SPACES BY THE IMPLEMENTATION OF WHEELSTOPS.
2.5 x 5.9 2.5 x 5.9
2.8
x8
.5
3.0 x 8.8
2.9 2.9 x 11.8
x8
.8
2.9 x 8.8
2.8 x 5.6 2.8 x 8.2
2.7
x
8.8
2.9 x 8.8
2.8
3.0 x 8.1 4m MIN
3.0 x 8.1
x8
.8
2.7
2.9 x 8.8
x8
.5
2.7
2.4 x 6.4
2.4 x 6.4
2.4 x 6.4
2.4 x 6.4
2.4 x 6.4
2.4 x 6.3
2.4 x 6.2
2.4 x 6.1
x 8.8
2.8
2.8 x 8.8
x
9.0
2.8 x
EXTERNAL WALL OF NEIGHBOURING
BUILDING AT 25 PROJECT AVENUE.
2.8 x 8.
8.7
2.8 x 8.8 REFER RETAINING WALL NOTE 3.
2.8 x 8.5
5
Swept paths required for marked
2.5 x 8.3
2.8 x 8.9
spaces (yellow) demonstrating that the
nominated design vehicle size can
2.9 x 8.9
enter and exit the space without
encroaching into adjacent spaces
2.9 x 8.9
2.9 x 8.5
2.8 x 8.6
2.9 x 8.5
2.8 x 8.6
2.8 x 8.6
2.8 x 8.6
2.8 x 8.6
2.8 x 8.5
2.8 x 8.5
2.9 x 8.5
2.9 x 8.5
2.8 x 8.8
2.4 x 5.5
2.4 x 5.4
2.4 x 5.7
2.5 x 5.7 2.8 x 8.8
EXISTING BLOCKWORK WALL.
REFER RETAINING WALL NOTE 1.
≈1V:2.5H SLOPE STABILISED WITH DUMPED ROCK
≈1V:2.5H SLOPE STABILISED WITH DUMPED ROCK
2.4 x 6.0
2.4 x 6.5
2.4 x 6.5
2.4 x 6.5
2.4 x 6.5
3.0 x 8.5
3.0 x 8.5
3.0 x 8.5
3.0 x 8.5
2.8 x 8.8
3.0 x 9.0
2.9 x 9.0
2.9 x 9.0
2.9 x 9.0
2.9 x 9.0
2.9 x 9.0
2.9 x 9.0
2.9 x 9.0
NEW BLOCKWORK RETAINING WALL.
REFER RETAINING WALL NOTE 3.
Clarification if marked areas (red) are
to be used for parking/storage
3.0
x1
1.3
3.0 x 8.9
3.0 x 8.9
3.0 x 8.9
3.0 x 8.9
3.0 x 8.9
3.0 x 8.9
3.0 x 8.9
3.0 x 8.9
3.0 x 8.9
3.0 x 8.9
2.3
x8
2.5 x 5.9
2.4 x 5.9
2.4 x 5.9
2.4 x 5.9
2.4 x 5.9
2.4 x 5.9
2.4 x 5.9
2.5 x 5.9
.3
1.9 x 4.8
J:\2023\23543ID1_176 Eumundi Noosa Rd, Noosaville - Civil\4.CADD\#ACAD\#23543_CI.dwg
NOMINAL PARKING 0 2 4 6 8 1 m
SPACE DIMENSIONS
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to
copyright in accordance with
adams+sparkes TOWN PLANNING SAFEGUARD STORAGE JF DR
176 EUMUNDI-NOOSA RD, NOOSAVILLE GENERAL ARRANGEMENT OF WORK AS SHOWN A1
t : 07 5343 7705 Designed Verified
the agreement between TOD
Consulting Pty Ltd (tc) and tc's e : [email protected] - DR COMPLIANCE OPERATIONAL WORKS Drawing Number
client. This drawing shall only
be used for this specific project. p : PO Box 1000, Buddina Q 4575
w : www.astpd.com.au
Approved RPEQ No RP DESCRIPTION 26/SP151406 23543-C002
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 EYNOLDS
DOUG REYNOLDS 9072 LOCAL AUTHORITY NOOSA
MCU APPROVAL HORIZ DATUM LOCAL 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
'Issued For Construction' in the
revision description.
A 27.07.23 ORIGINAL ISSUE JF [email protected] www.todconsulting.com
ABN 39 128 805 336 27.07.23
ROL APPROVAL
OPW APPROVAL
VERT DATUM AHD
RL DATUM PSM108352 2 of 3 A
Document Set ID: 22532364
Rev Date Revision Description Drawn MEASUREMENT BAR - INCREMENTS IN mm
Version: 1, Version Date: 07/08/2023
[OCR of page images]
[— DEPRESSED FELD NLET BULT OVEREXSTING PEE
EXISTING BLOCKIORK WALL.
REFER RETANING WALL NOTE 1
LEGEND
PROPERTY BOUNDARY : SUBJECT STE
PROPERTY BOUNDARY ADIACENT PROPERTIES
Neseueounms, aunome vibe oxen tomate Otc
8 + exstwe cram snk
iS EXISTING WATER MAIN
3 Bestn 208 OF SULDNG
3 BASIN CONTOURS 02m NOREMENTS
5 EWCONTOURS, zen NOEMENTS
2 ew SuReCe spor LEE.
5 ‘NEW 100mm HIGH CHAN WIRE FENCE
2 E20 CHAN WE SECURITY PENCE
= ‘NEW SEALED PAVEMENT
i {OADEICLUSON 20 RESER RET WLLNOTES)
ew ste, posta coNCRETE
SLEEPER ETANAGALL
‘ePeeFeTane as ores RETAINING WALL NOTES
1. THE NSIS CONCRETE 8LOOKNORKETANNG ALS TOTHE NORTH NO WES OF TESTE VEREDESNED
ss sat [Ho GeRTPEDBY TOD COASUINGFORASURGHARGE Or Ps POSED LOAD TS Ps COVERS A EDU
< VEHICLE ALLOWANCE PER AST170.1 FOR VEHICLES LESS THAN 10 TONNE.
: 2 THE STEEL POST Ao CONCRETE SLEEPER WAL TO THE NORTHEST OF TESTE WAS ESKHVAKO
{COMSTRUCEDY OTHERS THE ECT OF EVAL VARES BUT HAS AMARIAATHEHT OF 8 708
CoumiteD WMS ENGNG AVENE) SECOUMENDATION HAT AL LADS Tm OF PS AL ARESTRICTLYPROMBTED TST BEENEORCED
ORE NODSIED To OE ENRON BY THE MPLENETATON OF WEELSTOPS
vi 4. PABTAYALONG THE EASTER ELADARY, AMEDATELY SOUTH OF HE STEELPOSCENCREE SLEEPER HAL
[SHE EXTER, AL OF The NEIECLINGBULDNG AT PROIET AVENE AS EL AS ANE LOCO
ETANNO WALL BOTHDESED M10 CONTRICTED BY OTHERS 8 T00SRECOMENOATEN TAT ALL LONDS
+ - sha HSE VALS AR STIL PnOMBIED YASTANGEGLNDLENT TOE WAL HGH ASSAD Co
o J "HS ENORED AN The PING SAGES BY THE PLNTATIONOFWAEELSTONS
ee alan ~
SCREW IN KERB S
ag
EXTER WAL OF NECHECLRNS
SuLanGAT a PDI AVENE
. EPRRETANNG MAL TOT?
‘Swept paths required for marked g
spaces (yellow) demonstrating that the 2
nominated design vehicle size can =
enter and exit the space without =
encroaching into adjacent spaces 2
fxs sLooMORC AL
FePER TANG AL NOTE. —1 : 7
| ssa nsdn oaan top eaierige DMS Ptr g cot suas won roars oe
- - DRAIN =
4
g
Zl Ne SLogKNERK RETANNG LL
5 AEMERCTANNGWALNOTES
5|} [Clarification if marked areas (red) are
- - to be used for parking/storage
|
; .
3 i
3 STORAGE SHEDS SPACE DIMENSIONS: i
i
lames SITS om oom va rae Tears Te =e Sas
_[tegreeeseete FT | ——Jadanstpates TOWNPLANNING | SAFEGUARD STORAGE ca oR 176 EUMUNDI-NOOSA RD, NOOSAVILLE —_ | GENERAL ARRANGEMENT OF WORK AS SHOWN | At
=| Steet 1 074 705 Dasa Trad
|| Satie iS aces ° : oF COMPLIANCE OPERATIONAL WORKS Tranag hare
| Sousa ernest pr : PO Box 1000, Buddna @ 4575 engineers & project managers — | Areoves RPEGNS RP DESCRIPTION —DESPISWE 23543-C002
28 | rie be w sin. Nes: 07 54499810. Surcina Coast 0753293190 DOUG REYNOLI 072 LOCAL AUTHORITY <= —
: att ‘at nrc se Shed wcuameRovaL omiz DATUM Loci. an
=) Saciewtnact ve [A aT | owoRAT RSE ¥ movingerate st tating ROL APPROVAL VeRToATUM A 20f3 ‘A
Doel T SOaRNGh cre: [Reon Been a te ae zor] Sow apenOvaL RLDATUM."Pabanse
s
g
a
3
. Version Date: 07/08/2023
Preview the original
The page text is free to read. Previews and downloads of original files need an account.
Log in to previewLog in to download the original (Information Request MCU23 0102.pdf)
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.