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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: 09/01/2023
17/10/2022
Document Set ID: 22233970
22140426
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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]
Docu
TABLE DRAIN AT 1
BATTER. LINE
FROM CH34—CH112, INSTALL 0.6m WIDE
ROCK, 150mm THICK OVER A34 GEOFABRIC
:2 WITH 1:2 FINISH CUT
TABLE DRAIN WITH 1508
i
LEGEND — PROPOSED WORKS
SEALED DRIVEWAY PER DETAILS ON SHEET
2151-07
GRAVEL SHOULDER PER PAVEMENT DETAILS
ON SHEET 2151-07
CUT/FILL BATTER AND TABLE DRAIN: MIN. CBR3
oe
oo —
MATERIAL COMPACTED TO 100% STANDARD COMPACTION — soz — —= | 3 “TT TTT TN
IN MAX. 200mm LIFTS. FINISH WITH 75mm TOPSOIL
AND TURF TOP 1m THEN GRASS SEED.
on
veh
0.5m SHOULDER
150¢ ROCK, 150
THICK TO INVERT
OF TABLE DRAIN
30mm AC10 WITH PRIMER SEAL
0.5m SHOULDER
3m_ VEGETATED BUND
| APPROX.
NATURAL
SURFACE
0.50
0.5m SHOULDER
AT 1:6 AND FILL
BATTER AT 1:3
A34 GEOFAB
i 300 4}
LOT 13 TYPICAL DRIVEWAY SECTION
<3%
125 THICK TYPE 2.1 CBR8O
150 THICK TYPE 2.3 CBR45
LOT 12 TYPICAL DRIVEWAY SECTION
SCALE: 1:100 (A3)
1.512h0°
AND APPROX. CUT/FILL EXTENTS TO BE
FINISHED WITH TOPSOIL AND TURF. SEE
SHEET 2151-07 FOR LONG SECTION AND
SHEET 2151-08 FOR CROSS-SECTIONS
AND ALIGNMENT INFORMATION |~
0.50 0.60
CH34—CH112
0.6m TABLE DRAIN AT 1:2, WITH
1:2 FINISH CUT BATTER FOR
0.3m DEEP TABLE DRAIN FROM
0.5m SHOULDER AT 1:6
—ApPROK, NATURAL
SURFACE
1508 ROCK, 150 THICK
TO INVERT OF TABLE
DRAIN OVER A34 GEOFAB
SCALE: 1:100 (A3)
° a sae
Zé a
) =
/ =
& / ~N
/
FRONT OF /
EXISTING
HOUSE
3m WIDE DRIVEWAY WITH 0.5m SHOULDERS |
/
EXISTING GRAVEL DRIVEWAY
JOIN SMOOTHLY 70 EXISTING
CONCRETE DRIVEWAY
S
EXISTING CONCRETE DRIVEWAY
f
/
/
| Pg /
/ UY
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
_ — “
aes ey if / JN. 7s Z J
a ao “es es / VALS L
= oo aoe ey LF IWS DY
ae ey SPY |
SS od - - 9% J
ea ao a a
—_—a _ a a
-
APPROVED PLAN
OPW22/0255
NOOSA COUNCIL
4 JANUARY 2023
Alexander David Toth 6069
NAME . RPEQ
12/10/22
SIGNED DATE
7 arn 711 /
LOM SLY, tlie
/ 7 / a
HOUSE flo. 9377S / 1) —_ CO Le Callaghan & Toth
LOT 4 7 = / /) Hy) x aa Civil, Environmental &
/SP315578 S 1p AL y a Zz 7 Hydraulic Engineers
° 4 Ss 7 // il \ v x ACCESS EASEMENT | — y is 8
¥ S MEI Lg U~ se PO BOX 2305
/ S/ / apt ase y Wha a NOOSAVILLE 4566
: Spike init &, | ih ‘GaeavsAs OO 4B yt 1.16/90 Goodchap Street
11687 AS Jy IN “Xe =| Phone 54749081
é Sh / ~ CK 2 www.callaghanandtoth.com.cu
q 3 L y 4 designed [MP | datum AND DERIVED
S} 7 s J 4 LS fog a ae 3m WIDE DRIVEWAY WITH 0.5m SHOULDERS AND APPROX. CUT/FILL drawn [MP (em)
/ J PRAY EXTENTS TO BE FINISHED WITH TOPSOIL AND TURF. SEE SHEET [checked | ADT | Origin (B.M.) PSM 116668 —_|
“AN Yoo yo 4 4 Y 2151-07 FOR LONG SECTION AND SHEET 2151-08 FOR
WES y h ae 7 | CROSS=SECTIONS AND ALIGNMENT INFORMATION
y\ AL / 47 approved
9 \ \ 4 Sf g ZY - “ve “of Pe
\ |! Looe ZY CO fF x SURVEYED BY
\ HTN 4 “ 12. 727 [APPROX. PROPOSED MAX WATTERSON & ASSOCIATES
Vt EV / Yoyo 7 ASW 7 7, [BUILDING LOCATION PHONE: 5442 6121
L Lo ff ff Oe
OW12 CH12.859 END OF Loy 4 gf 4 of 4 YY “4 oe ON
CONSTRUCTION REQUIRED FOR Lf Lf LP YO Ow project
OPW APPROVAL LOLS PY OO
ROL AE Sy LCL OL FPO Ue “ > PROPOSED DEVELOPMENT AT
aK he DISCHARGE TABLE DRAIN AWAY Lo eo Le a ae y 130 LAKE MACDONALD DR
DW13 CH8.953 END OF CONSTRUCTION FROM ROAD, TYPICAL ef Le, FO YO Yo OD fy COOROY
REQUIRED FOR OPW APPROVAL 7 7 fo pee ee ee ey /
“7 Yi ff LO YO Fg CO Oe PR
A MD)
Se FROM CHSS=CH106, INSTALL 0.6m WIDE] 9° UT oe a Yo yp) 4 eS J
_?s 4 TABLE DRAN AT 1:2 WITH 1:2 FINSH CUT [Oy oc OO OO Client
Te IRIS BATTER. UNE TABLE DRAN WITH 1508 | “2 f= ay Yo f4
_ A ROCK, 150mm THICK OVER A34 GEOFABRIC a ee
OY / S. ARNOLD & L. PETERSEN
4 / f
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 /
Iment Set 1D: 22286826
Version: 1, Version Date: 09/00/2024
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