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BR190571-C3.01 Siteworks Plan
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PROPOSED CARPARK PAVEMENT - REFER PAVEMENT PLAN C5.01 FOR
PAVEMENT TYPE /EXTENTS
PROPOSED CONCRETE FOOTPATH - REFER CIVIL DETAILS SHEET C6.01
FOR DETAILS
PROPOSED TANKS - REFER NOTES BELOW
PROPOSED LANDSCAPING - REFER TO LANDSCAPE ARCHITECTS
N6 DRAWINGS FOR SURFACE TREATMENT
6
26 8 1. PROPOSED BIORETENTION AREA - REFER DETAIL SHEET C4.02 AND TO
79
EX
44 7 79 82 .7 91 LANDSCAPE ARCHITECTS DRAWINGS FOR SURFACE TREATMENT
65 85 . 7
76
RP72829 1.
EX
1. .9 1. X1 1.
7 1
1.
1 X
EX E EX
1.
X CONCRETE SCOUR PROTECTION TO BIO RETENTION BASIN
EX X X E
EX
E E E
61
1.
40 0
84
34
8
EX
1. .
2
P#
P1 3
1.
61
P
PROPOSED SAW CUT
P1
77
83
87
30
1.
.4
.5
4
.8
.8
EX
P1
24
EX
P1
P1
54 P12.50 PROPOSED PAVEMENT LEVEL
1.
B B 78 8 P1
35
1.
P#
.8 .8
7
1 P 33 S12.50 PROPOSED SURFACE LEVEL
P
B
PROPOSED N7
WS PROPOSED WHEELSTOP - REFER DETAIL SHEET C6.01
1.50
B
0
87
00
BUILDING
1.6
EX12.50 EXISTING SURFACE LEVEL
EX
.8
.9
B
P1
P1
0
55
1.
1.7
86
8
FFL RL1.90m 1. C PROPOSED LANDSCAPE CONDUIT
P1
B
2
X
.6
1.80
P#
1 E 8
78
88 B
47
08
PROPOSED STORMWATER PIPE - REFER C4.01 FOR DETAILS
1. 1.
80
.6
0 18
P1
X
P1
P
0 B
.7
0
88
80
88 88 .7 E PROPOSED UNDER CANOPY DRAINAGE (HDPE DN160 AT 1.0% GRADE U.N.O)
P1
.
.7
1. . P1
.8
P1 P1
48
B
P1
B
P
N15 72 6 B PROPOSED BOLLARD - REFER TO ARCHITECTURAL DRAWINGS FOR
.7 11 59
60
2
P1
P1
34
82 1 1. DETAILS
.8
8
. EX 1.
.8
.8
.7
X
P1
B 1 5 5
70
EX
P1
B 79 74 E
87
P
P
. . N8 61.00 PROPOSED SURFACE CONTOUR (0.10m INTERVAL)
1.
1. B B B B B B B B B B B B B B B B P1 P1
1.90
1.80
1.90
80 2 N11
9
0
P1
P1
7
1.8
85
80
WS
1.8
.8
.8
.
0
P1 37
60
60
77 2 6 N1 REFER NOTE 1 FOR DETAILS
50
.7 .8 . 87 52 .82 6
.7
P1 P1 P1 .8 P1 67
P1
EX
P1 1.
P#
WS
20
2.
EX
01
RP131598
5
35
54
59
55
38
21
57
RP72829
.8
.8
.8
.8
.8
.8
.8
P1
P1
P1
P1
P1
P1
P1
RP72829
WS
5
. 73
P1
79
N13 B P# P# P# P# P# P#
P#
.7
EXISTING SERVICES LEGEND
P1
WS
N16
B
N10 DEVELOPMENT BOUNDARY
N12
P1
P1
P1
P1
P1
P1
WS
61.00 EXISTING CONTOUR (0.25m INTERVAL)
.8
.8
.8
.8
.8
.7
1.80 55
00
24
26
25
15
86
8 6
55 5 1 X1. . 83
54
57
59
55
38
8 82 EXISTING STORMWATER
1. 83 . E P1
.8
.8
.8
.8
.8
1.
WS
X P1
P1
P1
P1
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Section 2
P1
P1
E P 6 EXISTING SEWER
.87
EX
P1
P#
1.
EXISTING WATER
WS
95
6
1.
1.90
N17
8
33
P1
80
70
EXISTING ELECTRICAL - OVERHEAD
1.80
1.80 1.80
.7
.8
.
P1
P1
4
P#
8
00
6
7
79
85 EXISTING TELECOMMUNICATIONS
.9
P1
1.
.
P1
P1
EX
.7
N14 X
94 WS
E
1.
EXISTING FENCE
96
4
8
0
8
0
6
3
79
74
86
86
84
77
P1
X
.
.
.
.
.
.
EXISTING SERVICE TO BE MADE REDUNDANT AND REMOVED
P1
P1
P1
P1
P1
P1
7
.7
85
9
1.
P1
4
NOTES
17
X
.7
4 2 6 5 E
75 85
28
25 .68 69
EXP1.
EX
.7
1. . .
EX
6 1.70 X1
P1
1. 667
1 1
1.
.
1
7
EX
P#
P1 EX
67
71
EX
72
61
1.
E 1. AREAS TO BE LANDSCAPED IN ACCORDANCE WITH THE LANDSCAPE ARCHITECTS PLANS.
.
.
55
1
8
P1
P1
P1
2. GRADE LANDSCAPE AREA AT MAX 1V:3H (UNO).
5
4
.7
0 0
53
P1
07
0 1.6 66
35
.6 88 3. GRADE LANDSCAPED AREAS TO DRAIN TO SURFACE INLET PITS.
EX
.
0 .
P1
.6
.6
N6 P1 P1 .6 74
1.
P1
15
1 4. GENERAL CARPARK AND INTERNAL LINEMARKING TO ARCHITECTS DETAILS.
75
60 P 1.6
P1
0
45
8 1.50 6 5. REFER ELECTRICAL, HYDRAULIC & LANDSCAPE DRAWINGS FOR CONDUIT LOCATIONS.
.
1. P
47
49
.
P1
P1
. PIPEWORK TO BE INSTALLED PRIOR TO PAVEMENT CONSTRUCTION.
4
1.40
P
N18 1
.5
EX 6. PROPOSED FOOTPATH TO MATCH NEATLY INTO EXISTING FOOTPATH
13
4
1
EX
54
EX
3 47
21
42
30 . .4 N8 7. ASPHALT SAWCUT REFER DETAIL SHEET C6.01.
1.
.3
1.
.
. 1
P1
P1
1
43
EX
P1
45
8. PROPOSED RAMP REFER TO NOOSA STD DWG SD:9006
EX
3
9. PROPOSED BIORETENTION AREA - REFER DETAIL SHEET C4.02
N7 N8 10. PROPOSED FUEL TANK VENTS - REFER TO ARCHITECTURAL DRAWINGS FOR DETAILS
11. PEDESTRIAN ZONE TO BE INSTALLED IN ACCORDANCE WITH AS2890.6:2009 FACILITIES
REFER DETAIL SHEET C6.01.
12. PROPOSED FUEL TANKS - REFER ARCHITECTS PLANS FOR DWGS
13. PROPOSED ELECTRICAL EASEMENT - REFER TO ARCHITECTURAL DRAWINGS FOR DETAILS
14. PROPOSED 6m SEWER EASEMENT - REFER TO SEWER RETICULATION DWG C7.01 - C7.05
FOR DETAILS
15. PROPOSED GAS CYLINDER EXCHANGE - REFER TO ARCHITECTURAL DRAWINGS FOR
DETAILS
16. PROPOSED ENVIROTANK REFER ENVIROTANK DWG 1119/90/P01
17. PROPOSED FUEL POINT. REFER FUEL ENGINEERS DRAWINGS.
18. EXISTING SIGN TO BE RELOCATED
ENGINEER'S CERTIFICATION
This drawing has been assigned an electronic code that
signifies the drawing has been checked and approved by:
NAME: SHANE SUFFOLK
RPEQ No: 9330
SIGNED:
NOTE: 0 4 8 12m
1. ALL BATTERS TO BE 1 IN 4 U.N.O.
2. ALL BATTER STEEPTER THAN 1:4 TO BE STABILIZED SCALE 1:200 @ A1
AS PER GEOTECHNICAL ENGINEERS SPECIFICATIONS
C COPYRIGHT of this design and plan is the property of ACOR Consultants (Qld) Pty Ltd, ACN 126 011 087 ABN 18 126 011 087, all rights reserved. It must not be used, modified, reproduced or
FOR APPROVAL
copied wholly or in part without written permission from ACOR Consultants (Qld) Pty Ltd. ACOR Consultants is a trademark licensed to ACOR Consultants (Qld) Pty Ltd by ACOR Consultants Pty Ltd.
Client ARCHITECT Project Drawing Title
ACOR Consultants (Qld) Pty Ltd SITEWORKS PLAN
B FOR APPROVAL 30/06/20 BVZ SS North
LEVEL 4, 43 PEEL STR
A FOR INFORMATION 26/06/20 BVZ SS South Brisbane QLD 4101
PROPOSED BP SERVICE CENTRE
P2 FOR INFORMATION 27/03/20 BVZ SS T +61 7 3844 5900 NOOSAVILLE Drawn Date Scale A1 Q.A. Check Date
P1 FOR INFORMATION - BVZ SS BVZ MAR 2020 1:200 SS -
Issue Description Date Drawn Approved MARY STR & WEYBA ROAD Designed Project No. Dwg. No. Issue
ENGINEERS MANAGERS INFRASTRUCTURE PLANNERS DEVELOPMENT CONSULTANTS NOOSAVILLE, QLD 4566 BVZ BR190571 C3.01 B