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Subdivision Plans
-
NOOSA COUNCIL
APPROVED PLAN
ADJACENT LOT
PROPERTY BOUNDARY MCU20/0074 7 DEC 2020
SEWER MANHOLE
EXISTING KERB SL 118.16
AND CHANNEL DS IL 116.635
EXISTING STONE PITCHED CONCRETE EXISTING
CHANNEL TO BE REMOVED. 1 Carport DEPTH OF SEWER 1.25m AT BOUNDARY PROPOSED U/G SERVICES TO NEW DWELLING TELSTRA PIT
37 APPROX. IL 116.597 (WATER, TELECOM, ELECTRICITY)
4. 2.00 2.50
11 VERGE
GUEST PARKING EXISTING POWER POLE
PROPOSED PIPE
LOW WALL ON
CORNER REQUIRED
PROPOSED WATER METERS FOR NEW
5.00
DWELLING ADJACENT EXISTING
CONCRETE DROP INLET TO BE REMOVED. Grass
PROPOSED STORMWATER MANHOLE AND PIPE cells
EXISTING WATER METER LOCATION.
TO GULLY INSTALLED ON KERB ALIGNMENT
100mm AC WATER MAIN LOCATED IN
OPPOSITE VERGE OF TEWANTIN ROAD
APPROX. DIRECTION
OF 300Ø RCP
9
. 13
1 14
UNIT 1
ROOFWATER 5
KERB ADAPTORS 2.0
ROAD CROSSING LOCATION
12
TO BE CONFIRMED IN OPW
FOR UNDERBORE.
TEWANTIN ROAD
9.90
OLIVINE LANE
EXISTING
PROPOSED DWELLING DWELLING
6.00 (W1)
5.00 (W2)
6.00 (W3)
GARAGE FFL 115.500
A GROUND FLOOR FFL 116.7
02 9.90
6 DEVELOPER TO PROVIDE GRAVITY SEWER
93 ARRANGEMENT FROM PROPOSED DWELLING TO
3.
11 A STANDARD UNITYWATER GRAVITY HOUSE
CONNECTION INTO EXISTING SEWER MAIN
EXISTING ROAD CROWN
UNIT 2 EXISTING 150mm AC SEWER MAIN
ROOFWATER LOCATION OF EXISTING HOUSE SEWER
KERB ADAPTORS CONNECTION TO BE CONFIRMED ON SITE
EXISTING VEHICLE
ROAD PAVEMENT
CROSSOVER
WIDENING AND SEAL
FLOW
3
.76
1 13
EXISTING VEHICLE CROSSOVER LOCATED EXISTING DWELLING STORMWATER TO
BETWEEN PROPERTIES TO BE REMOVED OR DRAINAGE PIT. PIPE TO OLIVINE LANE AND
RELOCATED WEST FOR ADJACENT LOT. Dilapidated Shed OUTLET TO KERB ADAPTORS
2m WIDE STRIP OF LAND EXTENDING THE
FULL FRONTAGE TO BE DEDICATED TO
COUNCIL AS ROAD RESERVE DEPTH OF SEWER 1.27m AT BOUNDARY
CONCRETE KERB AND CHANNEL APPROX. IL 115.715
WITH STONE PITCHING IN CHANNEL
BATTER SLOPE TO AREA
5 62
3.
11
IF REQUIRED REINSTATE RURAL VEHICLE
ADJACENT LOT
CROSSOVER FOR ADJACENT LOT.
PROPERTY BOUNDARY
SEWER CONTINUES 59m FROM SUBJECT
LOT BOUNDARY. LEVELS AT MANHOLE:
SL 114.204
US IL 113.177
SURVEY DATA
SURVEYED BY 'CADCON INTERNATIONAL EDGE OF BUILDING
PROPERTY BDY
PTY LTD' DATED 30/09/2020. PLAN
ROAD CROWN
REFERENCE 208522-01-01
KERB FACE
GARAGE FFL 115.50
NOTES: LEGEND OLIVINE
1. DRAWINGS TO BE READ IN CONJUNCTION WITH ALL RELEVANT
DOCUMENTATION, SPECIFICATIONS AND STANDARD DRAWINGS.
PROPOSED ROAD PAVEMENT LANE DRIVEWAY
SURFACE PROFILE SITE DATA
2. DIMENSIONS IN METRES UNLESS NOTED OTHERWISE (U.N.O). DO NOT PROPOSED TURF/LANDSCAPING 2.50 @ 5%
SCALEFROM DRAWINGS. USE PRINTED DIMENSIONS ONLY.
1 ON 3 MAX LANDSCAPING ADJACENT
PARKING BEHIND SECTION GUEST PARKING RPD
PROPOSED CONCRETE DRIVEWAY AND VEHICLE CROSSOVER
3. BUILDING AND LANDSCAPE DESIGN BY 'ABODE SOLUTIONS'.
IN ACCORDANCE WITH IPWEA STD DWG RS-049 & RS-050
LOT 107 ON C 5604
4. BUILDING FINISHED FLOOR LEVEL (FFL) SUBJECT TO UNITYWATER REVIEW. APPROX. RL 113.77 PARISH:
POPOSED STORMWATER
5. DRIVEWAY PROFILE CHECKED IN ACCORDANCE WITH AS/NZS2890.1 FOR A PROPOSED RETAINING WALLS BEHIND SECTION
COUNTY:
B99 VEHICLE.
EXISTING SEWER
EXISTING U/G TELECOM SITE AREA
EXISTING O/H ELECTRICITY 1012m2 TOTAL
EXISTING WATER DBYD 3.46 NOM 1.50 1.50 5.40 1.50
EXISTING STORMWATER DBYD VARIES 1 IN 8 1 IN 6 1 IN 5 1 IN 8 LOCAL AUTHORITY
(CROSSFALL EXTENSION) ROLL OVER NOOSA SHIRE COUNCIL
EXISTING FENCE
EXISTING CONTOUR MAJOR SECTION A
ZONE CLASSIFICATION
EXISTING CONTOUR MINOR SCALE 1:50 -
MEDIUM DENSITY RESIDENTIAL
North Point Scale Horiz. Datum Client Consultant Project Drawing
LOCAL Drawn GM Drawing No. Rev No.
0 2.5 5 MIDSON CONSTRUCTIONS ABN 51 640 311 842 33 TEWANTIN ROAD CIVIL SITE LAYOUT AND DRIVEWAY
m
Vert. Datum (QLD) PTY LTD SUNSHINE COAST COOROY, QLD, 4563 Design GM CROSSOVER SECTION
A1 1:100
0 1.25 2.5
m
AHD BRISBANE
GOLD COAST
MULTIPLE DWELLINGS DEVELOPMENT Check LS
200437-C-00001 B
B GENERAL UPDATES 19.10.20 LS RL Datum MCU APPLICATION Approved Signed
A FOR APPROVAL 07.10.20 LS A1 1:50 OPM 24963 COPYRIGHT © All rights reserved. Sheet
Rev Revision Description Date Approved RL 125.924
This work is copyright and cannot be reproduced
or copied in any form without the prior consent
Date 07.10.20 L.SWANN
RPEQ 21223
Status FOR APPROVAL
Size A1
Document Set ID: 21315566
Version: 1, Version Date: 10/12/2020
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