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Approved Amended Engineering Plan MCU17-0076 & OPW17-0224
Plans and drawings
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Log in to see the plans as drawn LEGEND NOTE:
THE ORIGINAL OF THIS DRAWING WAS PRODUCED USING
SITE BOUNDARY COLOUR SEPARATION FOR GREATER CLARITY. WORKING
WITH A BLACK AND WHITE COPY MAY CAUSE ERRORS. IF
XX.XX DESIGN CONTOURS (AT 0.10m INTERVALS) THIS DRAWING IS NOT IN COLOUR THEN YOU DO NOT
EXISTING KERB HAVE THE CORRECT PRESENTATION AND SHOULD
CONTACT INERTIA ENGINEERING ON (07) 3857 7868.
EXISTING SEWERAGE
EXISTING TELSTRA
EXISTING WATER
EXISTING OVERHEAD ELECTRICITY
PROPOSED STORMWATER DRAINAGE PP
PROPOSED CHANGE OF GRADE LINE
PROPOSED STORMWATER PIT
CONCRETE PAVEMENT EXTENT
5
PROPOSED CONCRETE FOOTPATH RP81559
XX.XXXm PROPOSED SURFACE LEVEL
X.X% PROPOSED DRIVEWAY SLOPE
CAUTION: S
EXISTING SERVICES IN EDWARD STREET VERGE TO BE CP
PROTECTED AT ALL TIMES. ANY DAMAGE TO EXISTING SERVICES GTP492
TO BE REPAIRED AT CONTRACTORS EXPENSE.
ROADWORKS NOTES
m
1.80752
1. ALL DIMENSIONS ARE TO NOMINAL LINE OF KERBS OR EDGE OF ROAD UNLESS
2.40
2.20
2.30
2.10
2.00
1.90
1.
SHOWN OTHERWISE.
FFL2.450m
2. CONTRACTOR IS TO REPAIR ANY DAMAGE TO EXISTING KERB AND CHANNEL, FFL2.550m 0.25m 0.36m
FOOTPATH, LANDSCAPING, FENCING, ROADWAY AND REINSTATEMENT OF CONSTRUCT 1.20m WIDE CONCRETE
EXISTING TRAFFIC SIGNS AND PAVEMENT MARKINGS THAT HAVE BEEN 15.4% FOOTPATH FOR FULL FRONTAGE OF
1.
65
REMOVED OR DAMAGED DURING CONSTRUCTION WORKS. SITE IN ACCORDANCE WITH IPWEAQ
9m
3. REMOVE THE EXISTING VEHICULAR CROSSING(S) ON THE FRONTAGE(S) OF FFL2.550m STANDARD DRAWING No. RS-0065
6m
6m
THE SITE AND REINSTATE IN ACCORDANCE WITH COUNCIL'S GUIDELINES. FFL2.450m
2.
2.
84
67
67 2.6
45
1.20m
1.
1.
5m 57
2m
m
EDWARD STREET
6m
67
FFL2.700m
1.
2.50m
1.00m
FFL2.700m 12.5%
m
0.50m
96
1.64m
5
9m
7m
1.
PROPOSED POOL
58
48
1.
1.
FFL0.950m 20.5% 11.9% 2.5% 12.5%
7 m
65 1.00m0.82m
4.00m
2. 2.00m
CP 6
2.60
2.50
2.40
2.30
2.20
2.10
2.00
1.90
1.80
1.70
1.60
1.50
GTP 1838 RP112875 A
-
1.
1.
0.50m
PROPOSED POOL
56
46
1.
7m
4m
59
FFL0.950m
6m
12.5% 20.5%
FFL2.700m 1.50m
2.50m
2.60
2.50
2.40
2.30
2.20
2.10
2.00
1.90
1.80
1.
FFL2.700m
67
WM
6m
7m
65
FFL2.450m FFL2.550m 0.25m
2.
5m 2m 0.37m TRANSITION NEATLY FROM 1.2m
1.
1.
67 45
84
67
2. 2. WIDE FOOTPATH TO 1.0m WIDE
6m
6m
1.20m FOOTPATH AT DRIVEWAY
6m
FFL2.550m CROSSOVER LOCATION OVER A
53
1.
19.5% DISTANCE OF 2.5m EITHER SIDE OF
DRIVEWAY CROSSOVER AS SHOWN
2.10
2.00
2.40
2.30
2.20
1.80
1.70
1.90
1.
FFL2.450m FFL2.450m
63
1m
5
SP268656
GARAGE 1.89m 2.96m 2.00m 1.00m 0.82m
RP BDY
RL 2.657m
FFL2.700m 12.5% RL 2.452m
20.5%
EDWARD STREET
- CREST CHANGE
OF GRADE 12.50%
RL 1.846m
CREST CHANGE RL 1.574m
12.3%
NOOSA COUNCIL
OF GRADE 8.00%
2.5% 12.5%
SAG CHANGE OF
GRADE 8.20%
RL 1.599m RL 1.473m
APPROVED PLAN SAG CHANGE OF
GRADE 9.80%
CONSTRUCTION NOTE:
MCU17/0076 & OPW17/0224 DATUM 0.000
SECTION A
ALL PROPOSED WORKS ARE TO BE CONSTRUCTED IN
CONJUNCTION WITH GENERAL NOTES ON DRG No.
C001 WHICH IS TO BE REQUESTED AND VIEWED
PRIOR TO COMMENCEMENT OF CONSTRUCTION IF
22 MAR 2018 SCALE 1:50 - NOT SUPPLIED.
FOR CONSTRUCTION
NORTH POINT: ARCHITECT: CLIENT: SCALE BARS: PROJECT: DRAWING TITLE:
0 2 4 6m
PROPOSED DEVELOPMENT ACCESS & GRADING 7508
ICON BUILDING THE PROPERTY
SCALE 1:100 @ A1 25 EDWARD STREET, LAYOUT PLAN JOB No.
DESIGN CLINIC
B FOR CONSTRUCTION - PENDING APPROVAL 20.03.18 IE SC Unit 5B/85 Hudson Road
Albion, QLD 4010
0 1 2 3m NOOSAVILLE, QLD, 4566.
A FOR CONSTRUCTION - PENDING APPROVAL 19.10.17 IE SC
ABN 82 115 498 023
E-mail: [email protected] Phone: 3857 7868
Fax: 3262 7359 SCALE 1:50 @ A1 DESIGNED: APPROVED: RPEQ No.
C300 B
C COPYRIGHT of this engineering design and plan is the property of INERTIA ENGINEERING Pty Ltd
REV DESCRIPTION DATE DRAWN APPROVED IERNST DWG. No. REVISION
SCOTT CLEMENTS 9382
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