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Apdx 3 - Proposal Plans.pdf
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
NOM 5.9m AISLE
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
NOM 8.2m AISLE 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
LE
2.9 x
2.4 x 6.0
2.4 x 6.0
CONSTRUCTED BY OTHERS. THE HEIGHT OF THE WALL VARIES BUT HAS A MAXIMUM HEIGHT OF 2m. IT IS TOD'S
AIS
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
6.6m
TO BE MODIFIED TO REMOVE ENCROACHMENT
WITHIN VISION COURT ROAD RESERVE BY THE IMPLEMENTATION OF WHEELSTOPS.
NOM
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
NOM 7.2m AISLE
2.9 2.9 x 11.8
x8
.8
2.9 x 8.8
2.8 x 5.6
2.7
2.8 x 8.2
x8
.8
EL
AIS
2.9 x 8.8
2.8
3.0 x 8.1 4m MIN
m
3.0 x 8.1
x8
6.2
.8
N
MI
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
x8.8
2.8
2.8 x 8.8
x
9.0
2.8 x
EXTERNAL WALL OF NEIGHBOURING
2.8 x 8
BUILDING AT 25 PROJECT AVENUE.
8.7
2.8 x 8.8 REFER RETAINING WALL NOTE 3.
2.8 x 8.5
.5
2.5 x 8.3
2.8 x 8.9
NOM 7.4m AISLE
2.9 x 8.9
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
MP
MIN 4.0m RA
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.
NOM 8.9m AISLE
NOM 6.6m AISLE
NOM 8.6m AISLE
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
NOM 4.7m ACCESS
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 10 m
SPACE DIMENSIONS
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
JF DR
This drawing is subject to
copyright in accordance with
adams+sparkes TOWN PLANNING SAFEGUARD STORAGE 176 EUMUNDI-NOOSA RD, NOOSAVILLE GENERAL ARRANGEMENT OF WORK AS SHOWN A1
the agreement between TOD t : 07 5343 7705 Designed Verified
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 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
A 27.07.23 ORIGINAL ISSUE JF [email protected] www.todconsulting.com ROL APPROVAL VERT DATUM AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn ABN 39 128 805 336 27.07.23 OPW APPROVAL RL DATUM PSM108352 MEASUREMENT BAR - INCREMENTS IN mm 2 of 3 A
[OCR of page images]
EXISTING BLOCKWORK WALL.
REFER RETAINING WALL NOTE 1. ———»}
TY
(2100 CW SECU
EXISTING BLOCKWORK WALL
ing
cw SECURI
a
210
‘COMPLETED WORKS (FENCING & PAVEMENT)
‘TO BE MODIFIED TO REMOVE ENCROACHMENT
WITHIN VISION COURT ROAD RESERVE
t
[— DEPRESSED FIELD INLET BUILT OVER EXISTING PIPE EXISTING BLOCKWORK WALL.
REFER TOD CONSULTING DRAWINGS 06583-5 AND
06583-CALCS FOR ASSOCIATED DETAILS.
E LA NEIGHBOURING BUILDING
CONSTRUCTED DURING OPW200711626. REFER RETAINING WALL NOTE 4
29485
re
28x86)
28x86 ©
28x85
*{__ 2100 Cw SECURITY
26x60
30x87,
30x87
31x86
3.0x8.6
NOM 5.9m AISLE
NOM 7.2m AISLE
NOM 7.4m MStE
|
25x59
25x59,
25x59 2m
24x59
BOURING BUILDING
beeen dhs
26x59
28x88
28x88
28x88
tre
29x88
wu
29x88
30x88
29x88
29x88 MN
oe eee ee
29x88
28x88
28x88
2100 CW.SECURITY
Sy ee ype ey
28x89
NEIGHBOURING BUILDINGS
30x89
NOM 8.9m AISLE
30x89
NOM 6.6m AISLE
30x89
30x89
30x89
30x89
30x89
30x89
CONC DRAIN
NOM 8.6m AISLE
30x89
NEW STEEL POST AND CONCRETE
SLEEPER RETAINING WALL.
REFER RETAINING WALL NOTE 2.
f+ EXTERNAL WALL OF NEIGHBOURING
BUILDING AT 25 PROJECT AVENUE,
REFER RETAINING WALL NOTE 3,
NEW BLOCKWORK RETAINING WALL,
REFER RETAINING WALL NOTE 3,
LEGEND
PROPERTY BOUNDARY : SUBJECT SITE
PROPERTY BOUNDARY : ADJACENT PROPERTIES
EXISTING STORMWATER DRAINAGE
EXISTING GRAVITY SEWER
EXISTING WATER MAIN
EXISTING EDGE OF BUILDING
EXISTING CONTOURS : 0.25m INCREMENTS
NEW CONTOURS —_:0.25m INCREMENTS
NEW SURFACE SPOT LEVEL
NEW 110mm HIGH CHAIN WIRE FENCE
NEW 210mm HIGH CHAIN WIRE SECURITY FENCE
NEW SEALED PAVEMENT
(EG LOAD EXCLUSION ZONE (REFER RET WALL NOTES)
RETAINING WALL NOTES
1, THE EXISTING CONCRETE BLOCKWORK RETAINING WALLS TO THE NORTH AND WEST OF THE SITE WERE DESIGNED
AND CERTIFIED BY TOD CONSULTING FOR A SURCHARGE OF 5kPa IMPOSED LOAD. THIS kPa COVERS A MEDIUM
VEHICLE ALLOWANCE PER AS1170.1 FOR VEHICLES LESS THAN 10 TONNE,
2, THE STEEL POST AND CONCRETE SLEEPER WALL TO THE NORTHWEST OF THE SITE WAS DESIGN AND
CONSTRUCTED BY OTHERS. THE HEIGHT OF THE WALL VARIES BUT HAS A MAXIMUM HEIGHT OF 2m. IT IS TOD'S
RECOMMENDATION THAT ALL LOADS WITHIN 2m OF THIS WALL ARE STRICTLY PROHIBITED. THIS MAY BE ENFORCED
BY THE IMPLEMENTATION OF WHEELSTOPS,
3, PARTWAY ALONG THE EASTERN BOUNDARY, IMMEDIATELY SOUTH OF THE STEEL POST CONCRETE SLEEPER WALL,
IS THE EXTERNAL WALL OF THE NEIGHBOURING BUILDING AT 25 PROJECT AVENUE AS WELL AS A NEW BLOCKWORK
RETAINING WALL, BOTH DESIGNED AND CONSTRUCTED BY OTHERS. IT IS TOD'S RECOMMENDATION THAT ALL LOADS
BEHIND THESE WALLS ARE STRICTLY PROHIBITED BY A DISTANCE EQUIVALENT TO THE WALL HEIGHT (ASSUMED 4m).
THIS MAY BE ENFORCED WITHIN THE PARKING SPACES BY THE IMPLEMENTATION OF WHEELSTOPS.
NOMINAL PARKING
STORAGE SHEDS SPACE DIMENSIONS Lee
COPYRIGHT © ‘Associated Consultants Client Drawn Verified Project Drawing Title ‘Scale ‘Sheet Size
cso in coethnics with adams#sparkes TOWN PLANNING | SAFEGUARD STORAGE JF DR 176 EUMUNDI-NOOSA RD, NOOSAVILLE GENERAL ARRANGEMENT OF WORK AS SHOWN | A1
1 tween t +07 5343 7705 Designed Verified
Conseting PY Li (e). ad tes e : [email protected] : DR COMPLIANCE OPERATIONAL WORKS Drawing Number
Bevused fore spect project p : PO Box 1000, Buddina Q 4575 engineers & project managers | Apoves RPEGNo RP DESCRIPTION 205PT51406 23543-C002
This drawing shall not be used we waw.astpd.com.au Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 DOUG REYNOL| 9072 LOCAL AUTHORITY NOOSA
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed MCU APPROVAL HORIZ DATUM LOCAL 4 0 » 30 «“ a 6 Sheet Revision
‘Igsued For Construction’ inthe. | A _| 27.07.23 | ORIGINAL ISSUE F [email protected] _www.todconsulting.com ign ROL APPROVAL VERT DATUM HD lal dsb sl) 20f3 A
revision description. Rev | Date | Revision Description Drawn ABN 39 126 805 336 27.07.23 | OPW APPROVAL RL DATUM PSM108352 MEASUREMENT BAR - INCREMENTS IN mm
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