Original source · versioned page text
MCU Approved Plans
Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn GENERAL SITE PLAN NOTES -
BOUNDARY, BOUNDARY SETBACKS AND
RL'S TO BE CONFIRMED BY QUALIFIED NOOSA COUNCIL
SURVEYOR OR SUPERVISOR, PRIOR TO
COMMENCEMENT OF WORK.
APPROVED PLAN
MCU16/0043 26 AUG 2016
SUPERVISOR TO INVESTIGATE AND
VERIFY LOCATIONS AND DEPTHS OF ALL
UNDERGROUND SERVICES AND
SERVICE CONNECTION POINTS PRIOR
TO COMMENCEMENT OF WORKS.
Conc Drain
N
160
160
EARTHWORKS TO BE IN ACCORDANCE
ld in g
A/SP260160
WITH LOCAL COUNCIL REGULATIONS
ld in g
E xi st in g B ui
A/SP260
AND NATIONAL CONSTRUCTION CODE,
ly
0/SP260
Edge Conc Dway
Edge Bit
Co nc Dw ay
C om pi le d on
E xi st in g B ui
VOL 2, SECTION 3.1.1 EARTHWORKS.
8.3
RETAINING WALLS MUST COMPLY WITH
10
ENGINEERS' DETAILS AND AS4678,
EARTH RETAINING STRUCTURES.
Kerb Invert
.7
108
8 .5
HEIGHTS OF RETAINING WALLS AND
:1 0
BOUNDARY WALLS ARE TO BE VERIFIED
l
300R C P S L: 10 8. 07
.0 2 W a l
WITH OWNER ON SITE PRIOR TO
108 Ret
CONSTRUCTION.
50,230mm 352° 1' 0" Paling Fence
p
IL:107.27
To
108.2
8.6
.2
WATER TANK
1,503
1,504
POWER CONNECTION TO ENERGEX
108
10
REQUIREMENTS. 108.1 MB
108.3
HWS
.4
108
STORMWATER DRAINAGE DESIGN & Conc Strips (Dway )
8.5
DISCHARGE TO AS 3500, SECTION 3.1.2
Paling Fence
STORMWATER DRAINAGE, NCC VOL2
10
AND LOCAL COUNCIL REQUIREMENTS.
108.1
SANITARY DRAINAGE DESIGN &
BUILDING
FOOTPRINT
Opal Lane
DISCHARGE TO AS 3500, SECTION 3.1.2 4,905
Ja ca ra nd ah
STORMWATER DRAINAGE, NCC VOL2
AND LOCAL COUNCIL REQUIREMENTS. STAGE 1
Change in Grade
Opal Street
20,107mm 262° 1' 0"
U /G Sewer Compiled Only 20,107mm 262° 1' 0"
20,107mm 262° 1' 0"
Cha nge in Gra de
DRIVEWAY CROSSOVER DESIGN,
PROPOSED FENCE LINE
ld in g
Centreline of Rd
DRIVEWAY
CONSTRUCTION AND FINISH TO LOCAL BUILDING 40.14 m2
E xi st in g B ui
EXISTING
Change in Grade
COUNCIL REQUIREMENTS. 33.21 m 2
FOOTPRINT 6,440
FIRE SEPARATION REQUIREMENTS TO
BUILDING
PART 3.7.1 FIRE SEPARATION, NCC VOL2.
8
7.
Chan ge in Grad e
7.6 BUILDING 10
U /G Telstra Compiled
ALL POOL FENCING TO BE IN STRICT
10
IL:107.09
300R C P
ACCORDANCE WITH MP-3.4 SWIMMING
POOL BARRIERS, QUEENSLAND 6,000 FOOTPRINT
.7
Rid ge: 111 .62
C on c S la b
DEVELOPMENT CODE, AS1926.1-1993 &
.4 3
107
30 0R C P .0 8
107
AS1926.2-1995 AND PART 3.9.3 5,640
107.5
IL :1 07
SWIMMING POOL ACCESS, NCC VOL2 .6
107
107.9
IL :1 06 .9
LN
HWS MB
.0
1,644
1,504
108
Paling Fence WATER TANK
50,230mm 352° 1' 0"
Edge Bit
R i d 2 .5 2
ge
SERVICES LEGEND
11
Chang e in Grade
18
UNDERGROUND ELECTRICAL 7.
7
6/RP823
OVERHEAD ELECTRICAL 10
107.5
RAINWATER DRAINAGE
ld in g
RISING MAIN
SEWER
E xi st in g B ui
Edge Bit
R L :1 07 .8 6 b
STORMWATER
S cr ew in K er
B en ch m ar k
108.0
TELSTRA
WATER
112 ge
.4 8
Rd
i
.1
107
Scale 1:200
1 0 1 2 3 4 5m
S M C F C C
PJMCCARTHY
REVISION SCHEDULE: PROJECT INFORMATION REAL PROPERTY DESC. SHEET INFORMATION
7
© COPYRIGHT 2016
REV: DESCRIPTION: INI: DATE: LOT NUMBER:
SITE PLAN (STAGE 1)
COMMERCIAL AND RESIDENTIAL BUILDERS PROPOSED RESIDENCE
2 Preliminary Set DC 21/02/16 PLAN NO.: RP82318
Tewantin Drafted: DC
REVISION:
PARISH:
for PJ McCarthy
3 Plan Amendments DC 29/02/16
4 Plan Amendments DC 07/03/16 COUNTY: March Checked: . PRELIMINARY 6
5 Contours Added. DC 23/03/16 SITE AREA: 1009m² Approved: . Job Number: 1502 Date: 2/05/2016
"your problem is our challenge"
GSPublisherEngine 0.88.100.100
6 File size minimized DC 01/05/16 LOCAL AUTHORITY: Noosa Shire Council Sheet Number: 4 of 18
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalSearchable page text hides email addresses. Original files are unchanged and may show email addresses.