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Approved Plans OPW19-0205 · OPW19/0205
Plans and drawings: the text below has words only, no drawings.
-
NOOSA COUNCIL
APPROVED PLAN
OPW19/0205 23 JAN 2020
1.6
6 1.6
GYMPIE TERRACE
line marking 5 1.5
9 1.5
1.6 4
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4 1.6
ele 3 1.6
2 1.5
ctr ca 1.5
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1.6 1.4
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1.7 y co pit lstra 93 po
1 1.6 co dri nc. 94 le
1.6 ve
7
5 1.6 dri nc. wa
5 ve y FH
concrete path wa 1.5 1.5
1.6 y 9 1.5
1.7 2 7 6
2 1.7 WM
0 1.5 sto
4 1.5 p
boundary line 0
EP
1.8 1.6 L
3 1.7 9
5 1.6 fenceline
7 1.6
2 1.6
5
1.6
6 1.6 1.5 1.5
2
5
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8
BU
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1.6 70
6
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1.6 1.6
SP 0
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13
34
89
1.6
9
1.6
8
1.6 1.7 1.7
3 1.7 5
8 5
RESIDENTIAL
DEVELOPMENT
1.6
9
1.7
1.6 5
5 1.6 1.8
1.7 8 1 1.7
7 0
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1.6 1.4 1.5 6
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1.5 ma 0 2 8
8 d8 ngo
00
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
[OCR of page images]
DRAWING SIZE — Al
LOTS 1 ON RP 66483 & Lot
| 1 on RP 70165
| | RL 1.433
CONSTRUCTION NOTES
GENERAL:
Level Datum AHD
Level Origin PSM 75737
1, DO NOT SCALE FROM THIS DRAWING.
2. ALL DIMENSIONS IN MILLIMETRES
3. SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE
ARCHITECTURAL DRAWINGS.
4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE
ARCHITECTURAL DRAWINGS ARE TO BE REFERRED TO THE
ENGINEER IMMEDIATELY.
5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING
SERVICES WITHIN AND ADJACENT THE ALLOTMENT AND SHALL
ENSURE THAT ALL NEW WORKS ARE IN ACCORDANCE WITH
THE ATTACHED CRITICAL DEPTH LINE DIAGRAM.
FOOTPATHS AND DRIVEWAYS:
1, EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL
2. CROSSINGS ARE NOT DESIGNED FOR COMMERCIAL VEHICLES
3. CONCRETE DRIVEWAY TO BE 125mm THK. EXCLUDING ANY
FINISHED TREATMENTS, EG. STAMPING
4. CONCRETE SURFACE TOLERANCE +5.0mm OVER 3.0m
5. CONCRETE N25 IN ACCORDANCE WITH AS 1379 AND AS
3600
6. REINFORCEMENT FABRIC TO AS 1304, PLACED CENTRAL
SLAB DEPTH.
7. EXPANSION JOINTS TO BE 10mm WIDE WET TOOLED WITH
EVERY 2ND MESH WIRE CUT ALONG JOINT.
8. ONE ACCESS POINT PERMITTED FOR EACH ALLOTMENT.
9. FOR CURVED DRIVEWAYS, MAXIMUM GRADES APPLY TO
INSIDE EDGE OF CURVE
10. ALL SERVICES TO BE LOCATED AND PROTECTED AS
REQUIRED PRIOR TO WORK COMMENCING
LEGEND
--~~ INDICATES PROPOSED SURFACE
+189
RAMP. wx.
CONTOURS AND LEVELS TO AHD.
EXISTING SURFACE SPOT LEVELS.
INDICATES DIRECTION OF RAMP UP OR
DOWN AS INDICATED
INDICATES PROPOSED FINISHED
SURFACE LEVELS — PAVEMENT
INDICATES PROPOSED FINISHED
SURFACE LEVELS - LANDSCAPE
INDICATES EXISTING SEWER LINE
INDICATES STORMWATER DRAIN EXISTING
AS NOTED
INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE
INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
www.dialbeforeyoudig.com.au
ee
DIAL1100
BEFORE YOU DIG
KEY
EX. SWPT EXISTING STORMWATER PIT
RC. HW.
EX. SMH
EX. SCP
E.0.B.
K&Cc
REINFORCED CONCRETE HEADWALL
EXISTING SEWER MANHOLE
EXISTING SEWER CONNECTION POINT
EXISTING EDGE OF BITUMEN
EXISTING KERB & CHANNEL
NATURAL SURFACE LEVEL
FIRE HYDRANT
TELSTRA PIT
ELECTRICAL POWER POLE
EXISTING KERBING
NOOSA COUNCIL
APPROVED PLAN
OPW19/0205 23 JAN 2020
FIRE PUMP.
SITE PLAN — PAVEMENT/LANDSCAPE LEVELS
Scale 1: 100
CONTRACTOR TO LOCATE ALL SERVICES PRIOR TO
COMMENCING WORKS ON SITE. ALL SERVICES ARE
TO BE PROTECTED IN ACCORDANCE WITH THE
AUTHORITY RESPONSIBLE FOR THE SERVICE
CONTRACTOR TO TOPSOIL AND TURF ANY
DISTURBED OR DAMAGED AREAS OF THE ROAD
RESERVE ADJACENT THE CONSTRUCTION SITE
MAXIMUM CROSS-FALL OF 1 in 40 ON ALL
FOOT—PATHS AND INTERNAL PEDESTRIAN
PATHS AND RAMPS
| DM,
+ a9
“OD
~ RP. BOUNDARY
6.
S, "8 154
269 sf m
i SL. 2 S
118 & “49
KERB "35
+ KERB
‘ bs
Lo, 7 &
Ie, M M = EP.
16 % Sy Y, M M 7 895, Pog.
O> 6, % =
° concrete path “05 M
|
7% Wy
— _— _ ss boundary line C
M50 177.69 1 7 , ) 7 ; < eo
7
BOOSTER , TeXe)
y “69
FL, 4
ENSURE THIS AREA IS
7 EVENLY SLOPED FROM
a a / PAVEMENT TO FRONT FENCE.
1125
RESIDENTIAL
DEVELOPMENT — \
FL LEVEL 1 2.70 \ /
7b
Ye
az
—
\‘e
\
\
_ | +. Zo
SLIGHT RETAINING TO EDGE
| PLANTER cea. PATH. REFER
| =
ENSURE THIS AREA IS
— — |__| Brasa BINS AREA. EVENLY SLOPED TOWARD SITE
RL 265) x RL 170 EX. SMH REAR AND DRAINAGE SWALE.
<< 763 RL 1.70 . REFER Drg. SWI.1.
x EX. SCP
/ L
1 in 14 SLOPE 1 in 14 SLOPE | So i
/ / L770!
{ Y RL. 1.70
{ bat)
wa \ * EX. SCP
\___NEW 1.8m HIGH BLOCK FENCE fenceline
A. COUNCIL RFI AMENDMENTS.
15.01.20
Revision
Description Date
FOR APPROVAL
The design
DO NOT SCALE FROM THIS DRAWING
and associated details contained on this and associated
drawings are copyright and are not to be used or reproduced without
the written permission of SCG Consulting Engineers.
DEBUILD T/A
he
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
AABN 40 098 481 899°
) sce
Title:
OPERATIONAL WORKS:
PAVEMENT/LANDSCAPE LEVELS
Lot 1 on RP66483 & RP/0165
Gympie Tce, NOOSAVILLE
Date: April 19 Drawn cK Design 1H
fan —4_F-—t_fmistoo 95, was, 28297-0W5.3 .
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