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Response to Information Request - MCU1 0015 - Revised Plans · MCU21/0015
Plans and drawings: the text below has words only, no drawings.
M3 SURVEYS
S
LEGEND 6000
WALL A.B.N 16 709 184 516
S
T COMMUNICATIONS MANHOLE 6055 EXISTING SLEEPER RETAINING
5000 Ph 0402 825 835
COMMS.
UP TO RL2.300 RETAINING FILL S S
COMMUNICATIONS PILLAR WALL
726
TO NEIGHBOURING PROPERTY. HOOD/EAVE
[email protected]
WALL
NAIL IN KERB
44°0'
2081
EAVE
1601
NAIL IN FENCE SITE TO BE FILLED TO MATCH
COMMUNICATIONS PIT 5575
RL 2.400 LEVEL 30.175
NAIL IN FENCE
RL 2.400
RL 1.429
EAVE
STREET PARKING
COMMUNICATIONS POLE RL.1.68 RL.1.77
DRAINAGE
D DRAINAGE MANHOLE
SPACE
T
DRAINAGE GRATE
E
TO NEIGHBOURING PROPERTY.
EXISTING SLEEPER RETAINING
(HEIGHT TBC) RETAINING FILL
SITE TO BE FILLED TO MATCH
E ELECTRICITY MANHOLE PROPOSED RESIDENCE B 1. NOTE: THIS SURVEY MAPS THE SITE FEATURES AND
7 5 LEVELS. IT DOES NOT GUARANTEE THE POSITION OF
ELECTRICITY PILLAR FFL: 2.700
ELECTRICITY
PEGS, ALLOTMENT BOUNDARIES OR FENCES. CHECK
LEVEL
TITLE FOR ANY EASEMENTS.
ELECTRICITY PIT SLAB TYPE: RAFT SLAB
NANNYGAI STREET
SCREW IN KERB
LIGHT POLE
3000
SLAB HT: 300 RL 1.459 THE POSITION OF THE SEWER AND STORMWATER
S
LINES, IF SHOWN, ARE APPROXIMATE ONLY & MAY
POWER POLE GL: 2.400 HAVE BEEN PLOTTED BY EITHER FIELD SURVEY OR
FROM RELEVANT SEWER/STORMWATER PLANS. THIS
TRAFFIC LIGHT
1.
INFORMATION NEEDS TO BE CONFIRMED BY THE
GM
75
GAS METER BUILDER FROM AS-CONSTRUCTED OR COUNCIL
GAS
1.75
E
T
STREET PARKING
GAS DRAWINGS PRIOR TO CONSTRUCTION. IF THE SEWER
GAS VALVE
2200
LINE HASN'T BEEN SHOWN THE BUILDER IS REQUIRED
1000 1000
520 520
SPACE
TO ACQUIRE THIS INFORMATION FROM AS-
SEWER S SEWER MANHOLE CONSTRUCTED OR COUNCIL DRAWINGS PRIOR TO
CONSTRUCTION.
FH FIRE HYDRANT
2200
WATER
SERVICES SHOWN HEREON HAVE BEEN LOCATED
WM WATER METER WHERE POSSIBLE BY FIELD SURVEY OR PLOTTED
FROM THE RECORDS OF RELEVANT AUTHORITIES
WATER VALVE WHERE AVAILABLE. PRIOR TO ANY EXCAVATION OR
SIGN POST PROPOSED RESIDENCE A
MISC.
CONSTRUCTION THE RELEVANT AUTHORITY SHOULD
BE CONTACTED FOR
S
1. E
SURVEY BENCHMARK FFL: 2.700
3000
POSSIBLE LOCATION OF FURTHER UNDERGROUND
75
SERVICES.
SLAB TYPE: RAFT SLAB
T
SUBJECT LOT BOUNDARY WM
20.123 SLAB HT: 300 NOTE: WHEN BOUNDARIES ARE PLOTTED FROM
314°0'
ADJOINING LOT BOUNDARY
E
BUILDER SUPPLIED DISCLOSURE PLANS, THEY ARE
EASEMENT/LEASE BOUNDARY GL: 2.400 5790 SUBJECT TO SURVEY AND REGISTRATION WITH THE
1.50
STREET PARKING
DEPARTMENT OF ENVIRONMENT AND RESOURCE
BUILDING WALL COLUMN MANAGEMENT.
20.122
134°0'
BUILDING GUTTER/FASCIA/ROOF
SPACE
E
AHD LEVELS WERE GAINED BY GPS & AS SUCH IS
1.
FENCE
75
APPROXIMATE ONLY. THE LOCATION AND SIZING OF
TREES IS APPROXIMATE ONLY.
TOP/BOTTOM OF BANK RL.1.72
CHANGE OF GRADE RL.1.87 5575
EAVE
A FLOOD SEARCH HAS NOT BEEN COMPLETED ON
WALL
HOOD
1601
TIMBER RETAINING UP TO 800MM HIGH 224°0'
2081
NAIL IN FENCE
1081
SW SW DRAINAGE EAVE 30.175
RL 2.400 THIS PROPERTY, CHECK COUNCIL FOR FLOOD
INFORMATION.
5000
E E ELECTRICAL 6055
HOOD/EAVE
SCREW IN KERB
GAS GAS GAS WALL RL 1.532 THIS PLAN HAS BEEN PREPARED FOR THE PURPOSE
S S SEWERAGE MINIMUM FFL @ RL. 2.700 TO 6000
WALL
OF ONE PROPERTYS DESIGNING AND SITING A NEW
DWELLING AND SHOULD NOT BE USED FOR ANY
T T TELECOMMUNICATIONS MEET FLOOD REQUIREMENTS OTHER PURPOSE.
W W WATER
IMPORT FILL TO RL. 2.400 TO SUIT NOTE: REFER TO NOTES & CONDITIONS OF TENDER
DOCUMENT FOR FURTHER REFERENCE
UF Denotes Underside of Fascia/Eave
WHERE RETAINING WALLS ARE REQUIRED/PROVIDED,
TG Denotes Top of Gutter AG. DRAINS TO BE CONNECTED TO STORMWATER VIA
SIL PITS.
RP DESCRIPTION STORMWATER LAYOUT
S/W DRAIN LAYOUTS IS FOR INDICITIVE PURPOSES
SITE PLAN Lot No. 54 ONLY & WILL BE INSTALLED AS PER THE DRAINAGE
SUB-CONTRACTORS DISCRETION
IMPORTANT NOTE Scale 1 : 200 Description. RP76937 SWD TO BE 100mm DIAMETER PVC
THE SITING IS SUBJECT TO ADDITIONAL INFORMATION
Council NOOSA SHIRE TERMITE TREATMENT REQUIRED
PROVIDE TERMITE TREATMENT IN ACCORDANCE
BEING OBTAINED INCLUDING BUT NOT LIMITED TO THE Site Area 607m2 WITH AS3660.
FOLLOWING:
DRAINAGE NOTES
·SITE SURVEY INFORMATION INCLUDING ADJOINING
SITE COVERAGE (A) ·SITE DRAINAGE SHALL COMPLY WITH NCC 3.1.2 '
GARAGE WALL
DRAINAGE' AND AS 3500 PLUMBING AND DRAINAGE
NEIGHBOURS DETAILS CODE
Site Area 303.50 m²
RL 2.520
·GRADE SURFACE AWAY FROM FOOTINGS AT 1:20
·CLEAR COPY OF APPROVED TITLE (INCLUDING FULL COPY PRELIMINARY SITE PLAN NOTES
BOUNDARY
MIN FALL
OF SECTION 32 AND ANY DEALINGS ON TITLE) Floor Area 121.39 m²
RL 1.700
·PROVIDE CUT TOE OR SPOON DRAINS AS
THIS SITING IS SUBJECT TO THE FOLLOWING
RL 1.360
Coverage 39.99% NECESSARY TO COLLECT AND CHANNEL WATER RUN-
ROAD
·EASEMENT DETAILS -SOIL REPORT & SURVEY OFF AWAY FROM THE BUILDING DURING
-CLEAR COPY OF TITLE CONSTRUCTION
·FALL OF LAND, INCLUDING ALL RES-CODE REQUIREMENTS. -EASEMENT DETAILS (IF APPLICABLE)
1500 3000 1500 5011 1500
SITE COVERAGE (B) ·TEMPORARY DOWNPIPES CONNECTED TO THE
CHANGES TO THE SITING (INCLUDING, WITHOUT LIMITATION, -FALL OF LAND STORMWATER SYSTEM SHALL BE INSTALLED AS
ROLL 1 in 6 GRADIENT 1 in 6 APPROX 3% RISE 1 in 8 SOON AS THE ROOF CLADDING IS
SIZE AND SETBACK OF HOME) MAY OCCUR. -RES-CODE REQUIREMENTS Site Area
-DEVELOPER APPROVAL (IF APPLICABLE)
OVER GRADIENT GRADIENT 303.50 m² COMPLETED. FROM TIME TO TIME TEMPORARY
6000 6511 DOWNPIPES MAY BE EXCLUDED OR REMOVED FOR
CHANGES REQUIRED BY THE DEVELOPER AND RELEVANT -COUNCIL BUILDING REGULATIONS Floor Area OPERATIONAL REASONS.
AUTHORITIES ARE BEYOND ONE PROPERTYS
120.53 m²
·ALL STORMWATER DRAINS SHALL BE DIRECTED TO
DRIVEWAY GRADIENT PROFILE
CONTROL. ONE PROPERTY RESERVES THE RIGHT TO IMPORTANT NOTE: SITING MAY ALTER TO SUIT Coverage 39.71% THE COUNCIL NOMINATED LEGAL POINT OF
DISCHARGE
AMEND THE SITING AS REQUIRED.
Rev Date Amendment Init Stage: Drawing Title:
"THIS WORK IS OWNED BY CDS DESIGN CONSULTANTS
PTY LTD, AND CANNOT BE REPRODUCED OR COPIED,
A
B
05/02/21
10/02/21
DESIGN SKETCH
SITE AMENDMENTS
DW
DW
WORKING DRAWINGS SITE PLAN
EITHER WHOLLY OR IN PART, IN ANY FORM (GRAPHIC, Address:
ELECTRONIC OR MECHANICAL, INCLUDING C 24/02/21 WORKING DRAWINGS DW Date: 09/03/21
PHOTOCOPYING) WITHOUT THE PERMISSION OF CDS
DESIGN CONSULTANTS PTY LTD." D 09/03/21 CERTIFIER AMENDMENTS DW 21 NANNYGAI STREET Scale @ A3:
CDS
As indicated Drawn:
cdsdesignconsultants.com.au
Telephone: (07) 3219 3988
PO Box 455, Coorparoo QLD 4151
NOOSAVILLE Checked: ZK/FL
Email: [email protected] Project: Drawing No:
D
QBCC No. 81713 BDAA:5096-20 Mobile: 0413 127 282
© COPYRIGHT 2021
Document Set ID: 21419096
DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE. CONFIRM
ALL LEVELS AND DIMENSIONS ON SITE BEFORE COMMENCEMENT OF WORKS
Email: [email protected]
www.oneproperty.com.au NANNYGAI 1 Revision:
Version: 1, Version Date: 16/03/2021
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