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Attachment 2 - Civil Design Drawings
Attached to the e-mail Operational Works Application OPW18/0293.
EXISTING FEATURES PROPOSED WORKS
8.0
CONTOUR MAJOR (1.0m INTERVAL) CONTOUR MAJOR (1.0m INTERVAL)
0
7.0
7.
CONTOUR MINOR (0.5m INTERVAL) CONTOUR MINOR (0.25m INTERVAL)
EXISTING BUILDING KERB AND CHANNEL KERB AND CHANNEL TYPE B1 REFER
1
EDGE OF BITUMEN IPWEAQ STD DRG RS-080
RP138403
8.
TOP OF BANK CONCRETE INVERT REFER IPWEAQ STD
5
BOTTOM OF BANK DRG RS-080
TIMBER SLEEPER FENCE EDGE OF BITUMEN
TIMBER FENCE BLOCKWORK RETAINING WALL - REFER RW1
CHAINWIRE FENCE TOP OF BANK
STORMWATER BOTTOM OF BANK
ELECTRICAL SUBSOIL DRAIN
SEWER 1100m HIGH TUBULAR FENCE
SEWER RISING MAIN ASPHALT PAVEMENT REFER PAVEMENT
8.0 SPEC
D EXISTING Ø450 PIPE FROM COUNCIL
RESERVE WORKS SIGNAGE - REFER SIGN SCHEDULE
450 450 450
PROPOSED STORMWATER INFRASTRUCTURE
7.0
PROPOSED SLOPING FACE HEADWALL
7.5
17
RP151412
EXISTING
TELECOMMUNICATION
TOWER
PROPOSED 600x600 FIELD
PROPOSED SIGN SCHEDULE
INLET IN ACCORDANCE WITH PAVEMENT MARKINGS LEGEND SIGN NO. DESCRIPTION
6.5
IPWEAQ STD DRG DS-050, 7.5
PS01 PEDESTRIAN CROSSING (W6-1A)
TO BE RELOCATED WITHIN 7.5 80mm PARKING BAY
LOT 3 ON SP264909 A PS02 GIVE WAY (R1-2A)
7.0
C106 PAVEMENT ARROW PS03 PEDESTRIAN CROSSING (W6-1A)
P01 P02
TIE PROPOSED FOOTPATH PS04 GIVE WAY (R1-2A)
03 02 01 SMOOTHLY TO EXISTING
REFER IPWEAQ STD DRG
5.9%
0
RS-065
6.
5.400
7.4
7.0
PS01 PS02
04 CARPARK SETOUT TABLE FOOTPATH SETOUT TABLE
7.3
05 14 P03 P04
2.500 7.0 SETOUT_NO EASTING NORTHING LEVEL EX. LEVEL DIFF. SETOUT_NO EASTING NORTHING LEVEL
TYPICAL 01 200.0390 425.4914 7.5000 7.5000 0.0000 P01 203.5717 424.2148 7.6500
5.800
7.2
C
6.
PROPOSED 1100mm HIGH
5
TUBULAR STEEL FENCE C106 02 166.2083 455.7675 6.7000 6.5000 0.2000 P02 205.3984 423.1226 7.8070
AS TYPE 2 AS PER
7.1
PROPOSED CONCRETE 03 164.6435 457.1680 6.7500 6.4000 0.3500 P03 198.2268 419.8665 7.2920
IPWEAQ STD DRG GS-044 5.5 13 P05 P06
DRIVEWAY IN 04 161.0423 453.1441 6.6930 6.0400 0.6530 P04 199.7359 418.5159 7.4270
6.
0
ACCRDANCE WITH 05 160.4462 453.6776 6.7120 6.0000 0.7120 P05 193.6710 416.1602 7.1580
5.400
7.0
5.800 IPWEAQ STD DRG RS-051
6.5 P07 P08 06 145.5082 436.9858 6.4760 4.9500 1.5260 P06 195.1801 414.8096 7.1200
18
RP151412 B 07 146.1043 436.4523 6.4570 4.9400 1.5170 P07 191.3145 414.2431 7.0400
6.9
C106 08 142.5032 432.4284 6.4000 4.7500 1.6500 P08 192.6994 412.7915 6.9950
3.9%
5.400
09 144.0680 431.0279 6.3500 4.7750 1.5750 P09 186.1129 408.4308 6.7360
PROPOSED RETAINING 6.8 PS03
10 177.8987 400.7518 6.6000 5.6500 0.9500 P10 187.6032 407.0970 6.6860
WALL, REFER SHEET C104
PS04 11 181.4998 404.7757 6.7460 5.9000 0.8460 P11 182.2450 404.1088 6.5790
FOR WALL HEIGHTS 12 P09 P10
6.0 2.500
6.0
12 185.3677 409.0977 6.9030 6.3750 0.5280 P12 183.7353 402.7751 6.5290
TYPICAL
5.800
D 13 192.5700 417.1455 7.1950 7.0000 0.1950 P13 173.5756 394.4216 5.2970
6.7
C106 14 196.4379 421.4675 7.3520 7.4100 -0.0580 P14 175.0660 393.0879 5.3370
5.0
CLEARANCE TO OVERHEAD
06 11 P11 P12
BEAM TO BE DETERMINED
07 G E
6.6
5.400
C107 C107 PROPOSED CONCRETE DRIVEWAY
5.5 RAMP, GENERALLY IN ACCORDANCE
10 WITH IPWEAQ STD DRG RS-051
08 09
9.8%
PROPOSED 2.0m WIDE CONCRETE
O
PROPOSED 600x600 F
C
FIELD INLET REFER FOOTPATH IN ACCORDANCE WITH
C107 ASPHALT TYPE DG10, 30mm MIN
O
IPWEAQ STD DRG DS-050 5.0 IPWEAQ STD DRG RS-065
C
450
COMPACTED DEPTH ON ON BITUMEN PRIME
PROPOSED Ø450 RCP D D D D D D D D D D D D D PRE-SEAL INSPECTION
D D
450
STORMWATER OUTLET PIPE BASE COURSE: UNBOUND PAVEMENT TYPE 2.1 (CBR 60)
125
DESIGN DEPTH
MINIMUM COMPACTION: 100% MDD
PROPOSED SLOPING FACE 4.5
P13 P14 PROPOSED 600x600 FIELD INLET
HEADWALL, TO SUIT Ø450 PIPE REFER IPWEAQ STD DRG DS-050 SUB-BASE COURSE: UNBOUND PAVEMENT TYPE 2.3 (CBR 45)
125
5.0 MINIMUM COMPACTION: 100% MDD
19
WATER QUALITY/DETENTION BASIN IN PROPOSED 1100mm HIGH SUBGRADE INSPECTION
RP151412 TIE PROPOSED FOOTPATH NATURAL SUBGRADE 100% MDD
ACCRODANCE WITH AQUAINTEL STORMWATER TUBULAR STEEL FENCE SMOOTHLY TO EXISTING
MANAGEMENT PLAN. REFER WATER BY
DESIGN BIORETENTION TECHNICAL DESIGN
AS TYPE 2 AS PER
IPWEAQ STD DRG GS-044 * TYPE 2.5 (CBR 15) SUBGRADE REPLACEMENT 95% MMDD
IF DIRECTED BY SUPERINTENDENT
GUIDELINES FOR PLANTING REQUIREMENTS. MINIMUM DEPTH TO BE CONFIRMED BY THE ENGINEER
REFER DETAILS ON SHEET C106 PROPOSED Ø450 RCP AFTER TESTING OF THE INSITU SUBGRADE
STORMWATER OUTLET PIPE
J:\2017\17548ID2_Goodchap_Street_Carpark\4.CADD\#ACAD\03. CARPARK\17548_CARPARK.dwg
MDD : STANDARD MAXIMUM DRY DENSITY
REFER PAVEMENT NOTES
NOTES:
· REFER SHEET C105 FOR RETAINING
WALL HEIGHTS AND DETAILS
PAVEMENT DESIGN
1
· GANTRY HEIGHT CLEARANCE TO BE 0 2 4 6 8 10m
RP802360
CONFIRMED PRIOR TO
CONSTRUCTION DRAWING ISSUE 1:200 (A1) 1:400 (A3)
REFER DRAWING NO 17548-C102 FOR PROJECT NOTES
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to NV BD
copyright in accordance with the N.C. OLIVER Designed Verified
GOODCHAP STREET, NOOSAVILLE GENERAL ARRANGEMENT PLAN AS SHOWN A1
agreement between Tod
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
NV BD PROPOSED CARPARK Drawing Number
Approved RPEQ No
used for this specific project.
B. DOWNES 14873 RDP 17548-C104
This drawing shall not be used
Noosa: 07 5449 9600 LOCAL AUTHORITY
Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed MCU APPROVAL HORIZ DATUM 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566
A 24.10.18 ISSUED FOR APPROVAL NV ROL APPROVAL VERT DATUM
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336
24.10.18 OPW APPROVAL RL DATUM MEASUREMENT BAR - INCREMENTS IN mm
4 of 8 A
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