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Approved Plans - OPW22-0255
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Plans and drawings
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Log in to see the plans as drawn Version: 1, Version Date: 17/10/2022
Document Set ID: 22140426
5.5
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4 JANUARY 2023
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NOOSA COUNCIL
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OPW22/0255
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APPROVED PLAN
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[OCR of page images]
Doct
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7 7
/ AEP I if
ROCK, 150mm THICK OVER A34 GEOFABRIC
FROM CH34—CH112, INSTALL 0.6m WIDE
TABLE DRAIN AT 1:2 WITH 1:2 FINISH CUT
BATTER. LINE TABLE DRAIN WITH 1500
LEGEND — PROPOSED WORKS
SEALED DRIVEWAY PER DETAILS ON SHEET
i
2151-07
ON SHEET 2151-07
CUT/FILL BATTER AND TABLE DRAIN:
IN MAX. 200mm LIFTS. FINISH WITH
GRAVEL SHOULDER PER PAVEMENT DETAILS
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HOUSE Ho 95 5 / LUI) 4 BO Net
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OW12 CH12.859 END OF
CONSTRUCTION REQUIRED FOR
OPW APPROVAL
OW13 CH8.953 END OF CONSTRUCTION
REQUIRED FOR OPW APPROVAL
4 fe
oe
oo —
MIN. CBR3
75mm TOPSOIL
on
AND TURF TOP 1m THEN GRASS SEED.
veh
30
0.5m SHOULDER
150¢ ROCK, 150
THICK TO INVERT
OF TABLE DRAIN
| APPROX.
NATURAL
SURFACE
<3%
mm AC1O WITH PRIMER SEAL
0.5m SHOULDER
3m_ VEGETATED BUND |
— — L be
125 THICK TYPE 2.1 CBR8O
A34 GEOFAB
150 THICK TYPE 2.3 CBR45
LOT 12 TYPICAL DRIVEWAY SECTION
SCALE: 1:100 (A3)
0.50 0.50 0.60
{0 300 ——+f
0.5m SHOULDER
AT 1:6 AND FILL
BATTER AT 1:3
0.5m SHOULDER AT 1:6
LOT 13 TYPICAL DRIVEWAY SECTION
SCALE: 1:100 (A3)
ye
4
ZOE
a
MATERIAL COMPACTED TO 100% STANDARD COMPACTION — soz — —= | 3 “TT TTT TN
1.512h0°
AND APPROX. CUT/FILL EXTENTS TO BE
FINISHED WITH TOPSOIL AND TURF. SEE
SHEET 2151-08 FOR CROSS-SECTIONS
AND ALIGNMENT INFORMATION |~
0.6m TABLE DRAIN AT 1:2, WITH
1:2 FINISH CUT BATTER FOR
0.3m DEEP TABLE DRAIN FROM
CH34—CH112
—ySeR OK NATURAL |
‘APPROX, NATURAL
SURFACE
1508 ROCK, 150 THICK
TO INVERT OF TABLE
DRAIN OVER A34 GEOFAB
° a sae
Zé a
) =
/ =
& / ~N
/
FRONT OF /
EXISTING
HOUSE
3m WIDE DRIVEWAY WITH 0.5m SHOULDERS |
SHEET 2151-07 FOR LONG SECTION AND} — — —~
2151-07 FOR LONG SECTION AND SHEET 2151-08 FOR
CROSS-SECTIONS AND ALIGNMENT INFORMATION
3m WIDE DRIVEWAY WITH 0.5m SHOULDERS AND APPROX. CUT/FILL
EXTENTS TO BE FINISHED WITH TOPSOIL AND TURF. SEE SHEET
4 oY
4
z “
APPROX. PROPOSED
BUILDING LOCATION
DISCHARGE TABLE DRAIN AWAY
FROM ROAD, TYPICAL ’
7% Yo
“
FROM CHS55-CH106, INSTALL 0.6m WIDE te
TABLE DRAIN AT 1:2 WITH 1:2 FINISH CUT P1655,
ROCK, 150mm THICK OVER A34 GEOFABRIC |“
ify
/
EXISTING GRAVEL DRIVEWAY
JOIN SMOOTHLY 70 EXISTING
CONCRETE DRIVEWAY
S
EXISTING CONCRETE DRIVEWAY
BATTER. LINE TABLE DRAIN WITH 1506 32, 7
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f
/
/
| Pg /
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if 7 }
pil dy
yp fd J OPS
Poaféiqad 7
/ ppd fy
yf / / /
da déegd / | iy
y / (775m LONG x 3m WIDE x 0.3m HIGH
VEGETATED BUND. CONTRACTOR TO STRIP
/ GRASS & ADD TOPSOIL BUND WITH
7 | T5mm THICK COVER OF 3-MONTH OLD
4 yf 7° {1B MULCH
4 4 fs / / /
OL PE AE egg,
4 ff yf od /
REMOVE EXISTING a Jy /
TENCE, AS REQUIRED vor ft END OF DRIVEWAY/TURN—AROUND AREA Ll. 2 ZL
SFO Le DESIGN AS DETERMINED WITH OWNER AND| —~/ /
ee YS HOUSE PLANS. TERMINATE AT CH106 IF |“ / SA /
~ eo es us “ ; DRIVEWAY BUILT BEFORE HOUSE / 7
Js — nae an pe / / Jf && / v
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-
APPROVED PLAN
OPW22/0255
NOOSA COUNCIL
4 JANUARY 2023
Alexander David Toth 6069
NAME . RPEQ
12/10/22
SIGNED DATE
Callaghan & Toth )
Civil, Environmental &
Hydraulic Engineers
PO BOX 2305
NOOSAVILLE 4566
yt 1.16/90 Goodchap Street
= Phone 54749081
www.callaghanandtoth.com.au
designed | MP. datum AHD DERIVED
drawn MP.
checked | ADT | Origin (B.M.) PSM 116668
approved
SURVEYED BY
MAX WATTERSON & ASSOCIATES
PHONE: 5442 6121
FT
project
PROPOSED DEVELOPMENT AT
130 LAKE MACDONALD DR
COOROY
Ee
($<
Client
S. ARNOLD & L. PETERSEN
LC )
iO
‘STAGE 2 CONCEPT INTERNAL
DRIVEWAYS FOR LOTS 12 & 13
LL
LOTS 11-13 OF THE
RECONFIGURATION OF LOT 233
ON MCH4301
Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL
Locality of COOROY
Meters 25
scale
1:500(A3) SCALE SHOWN IS ORIGINAL DRAWING SCALE
. DO NOT SCALE FROM THIS DRAWING
\ USE_ONLY_DIMENSIONS PROVIDED. )
REVISIONS
A | FOR APPROVAL
B | AMMENDED FOR APPROVAL
c
FILES
COMPUTER DIRECTORY
X:\JOBS\CT PROJECTS IN PROGRESS\2151 130
LAKE MACDONALD DR\DESIGN
FOR APPROVAL
Sheet 6 of 13 sheets
drawing number
2151-06
date OCTOBER 2022
XY /
ment Set ID:
T404260
Version: 1, Version Date: 17/10/2022
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