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Plans for Approval - OPW22-0255
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Plans and drawings
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[OCR of page images]
7
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‘ AS GS I YT etd 8 a a A Callaghan & Toth )
HOUSE No. 9 9 I keith 4 Ee Nee PR IO KO
LOT 4 uC“ = / /) iy 7 x h Ss - an a CY / / ) cf / y we fv y y fy / 44), a a Civil, Environmental &
9 SP315578 S yy Ih / / 2 OAs TSE] oo us J J / o y off fy a a A ae a Hydraulic Engineers
¥ < / /) , COM GO “oa voy “ Cy CUS gf foe COL Of Os yoo PO BOX 2305
/ / \e oe a ue Y a “ yo COP yy a 4 us eo Co 4 4 yoy NOOSAVILLE 4566
/: Spike init j / Op YK Oo 2 S RIS CF yy CO Yo Soyo y yt 1.16/90 Goodchap Street
koi vy ce Y MS y sof Lo OOF eo =| Phone 54749081
2 3B Pies // yo ye é cy ye 44 4 ve Us 4 ye www.callaghanandtoth.com.au
S Z Zs yoy oa ye a Pow LP Soy oy designed [MP] datum AMD DERIVED
So S} 7 < Jf 4 fy © glam WIDE DRIVEWAY WITH 0.5m SHOULDERS AND APPROX. CUT/FILL drawn [ MP
So LSRL fo fo EXTENTS TO BE FINISHED WITH TOPSOIL AND TURF. SEE SHEET checked [ADT | Origin (BM.) PSM 116668
a As yo fe vv 4 4 Y 2151-07 FOR LONG SECTION AND SHEET 2151-08 FOR COU
7. REE yooh ‘Loe a 4 7” [CROSS-SECTIONS AND ALIGNMENT INFORMATION
(ee LA ey “ 2 aaa cpproved
\ |! yoo a CO AO SURVEYED. BY
HTN 4 4 WL 7.7 APPROX. PROPOSED MAX WATTERSON & ASSOCIATES
Vt EV / Yoyo 7 ASW 7 7, [BUILDING LOCATION PHONE: 5442 6121
i YoY LOO Oe
DW12 CH12.859 END OF Lopooe pp LP 4 YY “oe ey OO
CONSTRUCTION REQUIRED FOR Lf Lf LP OO ee project
OPW APPROVAL / ra a a
AO PSI ED : J 4 Oe Pe ee “7 PROPOSED DEVELOPMENT AT
SM A OS he / “”TOSCHARGE TABLE DRAIN AWAY Lo eo 130 LAKE MACDONALD DR
DW13 CH8.953 END OF CONSTRUCTION FROM ROAD, TYPICAL Oe ee COOROY
REQUIRED FOR OPW APPROVAL pid J oe ee Ee
Of LLL LEE Le ve
FROM CH55-CH106, INSTALL 0.6m WIDE a
(_
TABLE DRAIN AT 1:2 WITH 1:2 FINISH CUT Pass. [- Client
BATTER. LINE TABLE ORAIN WITH 1508 | 232, 7
ROCK, 150mm THICK OVER AS4 GEOFABRIC >
LMS S. ARNOLD & L. PETERSEN
aw
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rit hf ff 6 4 ED
fe J/ ¢ A Uff Ky)
——
‘STAGE 2 CONCEPT INTERNAL
DRIVEWAYS FOR LOTS 12 & 13
FROM CH34—CH112, INSTALL 0.6m WIDE
TABLE DRAIN AT 1:2 WITH 1:2 FINISH CUT
BATTER. LINE TABLE DRAIN WITH 1500
ROCK, 150mm THICK OVER A34 GEOFABRIC / 7 > LL
hy LOTS 11-13 OF THE
Jf te oe RECONFIGURATION OF LOT 233
“4 | vecerateD snd. conracrOR ON MCH4301
VEGETATED BUND. CONTRACTOR 10 STRIP
/ ~~ }@RASS & ADD TOPSOIL BUND WITH
7 | T5mm THICK COVER OF 3-MONTH OLD
Yes TUB MULCH
LEGEND — PROPOSED WORKS Parish of TEWANTIN
| SEALED DRNEWAY PER DETAILS ON SHEET we yo / Si fi PTs, County of MARCH
ove + fs sf / yf / yi! NOOSA SHIRE COUNCIL
LJ Oh GEE one oy ne NENENT DETALS om =f / yf (' 7 [ENSURE FREEDRAWING}- Locality of COOROY
ee REMOVE EASING | oy! / / /
ee _—F-| FENCE, AS REQUIRED
(ee CUT/FILL BATTER AND TABLE DRAIN: MIN. CBR3 os — 4 3 _ GOT LS ere Le / one Or DRWEWAY/TURN- AROUND. AREA J f 4 SS
MATERIAL COMPACTED TO 100% STANDARD COMPACTION sae- — 4 TT _- eos , a
IN MAX. 200mm LIFIS. FINSH WITH 75mm TOPSOL a ——l 4 gy — aoe ee, HOUSE PLANS. TERWINATE AT CHIO6 IE“ AA oA SCALE
a = _ ey DRIVEWAY BUILT BEFORE HOUSE /”
AND TURF TOP 1m THEN GRASS SEED. . _ poem Oe 7 vy yv a = 0 a =
: C TT x jf J, § / oy
30mm ACTO WITH PRIMER SEAL awe Ss
0.5m SHOULDER mm » id “ “of y / Vis lhee <A “ S L 1800083) SCALE SHOWN IS ORIGINAL DRAWING SCALE
0.5m SHOULDER — = “4 4 Y / / /. Ss . DO_NOT SCALE FROM THIS DRAWING
1508 ROCK, 150 a SY use ony pensions proven
THICK TO INVERT 3m VEGETATED BUND a “ ° B 7
OF TABLE DRAIN 3m WIDE DRIVEWAY WITH 0.5m SHOULDERS &
f 3.00 { | AND APPROX. CUT/FILL EXTENTS TO BE So REWSIONS
—| _FIN'SHED WITH TOPSOIL AND TURF. SEE LZ 7
s | SEP Il | ae
| APPROX —S => — | AND ALIGNMENT INFORMATION [7 N & | AMMENDED FOR APPROVAL
wet 125 THICK TYPE 2.1 CBR80 = S
AS4 GEOFAB 150 THICK TYPE 2.3 CBR45 \ | |
LOT 12 TYPICAL DRIVEWAY SECTION
SCALE: 1:100 (A3) 4
jo — — 2a C- FILES
& a ; 7, 25 S _-7% < g COMPUTER DIRECTORY
Oba TELE RAN A ) s bo °9 a a X:\JOBS\CT PROJECTS IN PROGRESS\2151 130
0 0.50 0.60 / |1:2 FINISH CUT BATTER FOR J 2990 > LAKE_MACDONALD_DR\DESIGN
3.00 0.3m DEEP TABLE DRAIN FROM y~ S
hk —j FA ¢
0.5m SHOULDER CH34—CH112 ° , ™ — FOR APPROVAL
AT 1:6 AND FILL _ Z °
xT ATS S a NOK MATRA FOF / Aexander David Toth aoe
= —— SURFACE BASING 3 NAME . RPEQ Sheet 6 of 13. sheets
je ce drawing number
0.5m SHOULDER AT 1:6 /
Raw Soren Sse 2151-06
LOT 13 Trica ao SECTION DRAIN OVER A34 GEOFAB Ss Cc
2A: EXISTING CONCRETE DRIVEWAY CL date OCTOBER 2022 /
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