Original source · versioned page text
Revised Proposed Plans
Very large file: it may take a few minutes
The original of this document is very large (15.5 MB). Opening the original or downloading it may take a few minutes. Please be patient and don't click again. The page text is quick to read. If you are on mobile data, it is best to wait until you are on Wi-Fi.
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
SURVEY CONTROL - SPIKE IN BITUMEN
RL116.61
<
S
SY
=
§
=
ky
s
JOIN PER INTERFACE TO NOOSA COUNCIL
STD DWG RS-056.1 WITH ASPHALT
PRIOR TO CONCRETE. SAWCUT MIN.
200mm INTO EXISTING BITUMEN
RURAL DRIVEWAY
TO IPWEA RS-056
~
CONCRETE JOINTS TO
DETAILS ON SHEET 03
SEE SHEET 2151-05 FOR
STORMWATER DETAILS
-—jEXISTING BITUMEN SURFACING TO BE
SAWCUT TO ALLOW NEW ASPHALT TO
JOIN SMOOTHLY TO EXISTING SEAL
250 MIN
+
REMOVE AND REALIGN SECTION i
OF EXISTING FENCE TO a
BOUNDARY, AS REQUIRED :
SEE SHEET 2151-04 FOR
STORMWATER DETAILS
EASEMENT DRIVEWAY CENTRELINE
VERTICAL INFORMATION LEGEND: EXISTING SERVICES
PT | CHAINAGE | HEIGHT GRADE BOUNDARY
Ss 0.000 116.829 -3.02% 0.5m CONTOUR
IP 5.000 116.678 | -12.50% DI) CONTOUR
CONCRETE
IP 5.800 116.578 | -16.67%
IP 7.300 116.328 | -20,00% acon
" " — EDGE OF BITUMEN
IP 12,000 115,388 -12,50% BUILDING
IP 15,000 115.013 0.00% FENCE
IP 18.000 115.013 6.45% cee
STORMWATER
IP 21,000 115.207 6.45%
LOT 12 DRIVEWAY PER
DETAILS ON SHEET 2151-06
SEE SHEET 2151-05 FOR
STORMWATER DETAILS
LEGEND _— PROPOSED WORKS
STAGE 1 — OPW COMMON DRIVEWAY PER
DETAILS ON SHEET 2151-02 & 03
STAGE 2 — INTERNAL SEALED DRIVEWAYS
PER DETAILS ON SHEET 2151-06 & 07
GRAVEL SHOULDER PER PAVEMENT DETAILS
ON SHEET 2151-03
CUT/FILL BATTER: MIN. CBR6 MATERIAL
COMPACTED TO 100% STANDARD COMPACTION
IN MAX. 200mm LIFTS. FINISH WITH 75mm
TOPSOIL AND GRASS SEED. TOP 1m ALONG
ROAD TO BE TURFED.
SCOUR PROTECTION: ROCK OVER A34
GEOFABRIC AS SHOWN ON SHEET 2151-05
( Callaghan & Toth )
\ Civil, Environmental &
\,, Hydraulic Engineers
PO BOX 2305
N NOOSAVILLE 4566
Ih 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
Na
(ws
project
PROPOSED DEVELOPMENT AT
130 LAKE MACDONALD DR
COOROY
Nn
FF
Client
S. ARNOLD & L. PETERSEN
_
(SN
title
STAGE 1 COMBINED DRIVEWAY
DESIGN FEATURES PLAN
(~~ 44 a7 near
—
Z
4
EXISTING PAVEMENT TO BE CUT
BACK TO PROVIDE CLEAN GRAVEL
FACE FOR NEW PAVEMENT
TOPSOIL AND GRASS SEED
PAVEMENT JOINING DETAIL
SCALE: 1:100 (A3)
vy GUIDE POSTS TO TMR STD DWG 1356 LOTS 11-13 OF THE
g DN600/375 RCP CL4 (OR ADS N12 HDPE) RECONFIGURATION OF LOT 233
RRJ STORMWATER PIPE TO IPWEAQ sTD owG | | ON MCH4301
DS-0030 & RS-056 AND DETAILS ON SHEET!
: 2151-05 Parish of TEWANTIN
Es 600x600 PRECAST FIELD INLET TYPE 1 County of MARCH
/ TO IPWEA-DS-050 WITH DOMED GRATE NOOSA SHIRE COUNCIL
: 7 Locality of COOROY
EASEMENT DRIVEWAY CENTRELINE. SEE STAGE 1 WORKS PROPOSED ACCESS EASEMENT ity
SHEET 2151-03 FOR LONGITUDINAL TERMINATE. AT
SECTION AND SHEET 2151-04 EASEMENT BOUNDARY MS
/ FOR CROSS-SECTIONS AS REQUIRED FOR _———————
OPERATIONAL WORKS SCALE
LOT 13 DRIVEWAY PER 0125 25 5 Weer 7
; DETAILS ON SHEET 2151-06
a FILL/EXCAVATE AS REQUIRED TO ENSURE ESSEMENTIDRIVEWAMSEROUT 1200183) SCA SHOWN IS ORGHAL ORANG SCALE
FREE DRAINAGE TO FIELD INLET PT | NORTHING | EASTING | LEVEL DESC USE_ONLY DIMENSIONS. PROVIDED.
DRIVEWAY CULVERT PLAN 3 1 | X=1062.0449 | Y=2133.6651| 116.830 | EDGEOFBIT || (7 —————TTY
SCALE: 1:250 (A3) z 2 | x=1058.6172 | Y=2126.7951| 117.105 | EDGE OF BIT eh
& 3 | x=1065.3730 | y=2128.6863] 116.503 | EDGE OF BIT |} Pret fewsion detals a
= 12d CONTROL LINES = = A
& 4_|_x=1070.5563 [ Y=2125.8202| 115.470 | EDGE OF BIT || }2+-auyenpep FOR APPROVAL 5
© o 9 o f 5 | x=1075.5152 | ¥=2124.5066[ 114.970 [ EDGE OF BIT || Te] REVISED FOR APPROVAL 11/22
oO = ot
9 9 8 9 9 6 | x=1079.6982 | y=2122.1936] 115.160 | EDGE OF BIT
1.00 2350 2.75 1.00 7 | x=1081.9095 | y=2117.0777] 115.440 | EDGE OF BIT
| | | | 8 | x=1081.6527 | Y=2116.1113] 115.470 | EDGE OF BIT |] “ 4
= - f ‘
wo TBOmm CONCRETE TO DETAL ON SHEET 05 9 | x=1085.0353 | Y=2115.2123| 115.535 | EDGE OF BIT FILES
10 | x=1085.2921 | Y=2116.1788| 115.492 | EDGE OF BIT
—— eS 3% 3% COMPUTER DIRECTORY
AN TYPE 2.5 CBR15 GRAVEL SHOULDER 11 X=1085.4029 | Y=2120.8135} 115.370 | EDGE OF BIT XAJOBS\CT PROJECTS IN PROGRESS\2151 130
TOPSOINANDITURE 12 | x=1088.8510 | Y=2120.3722| 115.500 | EDGE OF BIT |] [LAKE MACDONALD DR\DESICN
13 | x=1093.3529 | y=2122.9455| 115.620 | EDGE OF BIT
CBR6 FILL LOWER SUBBASE 14 | x=1092.1983 | ¥=2125.2495| 115.515 | EDGE OF BIT
COMPACTED IN MAX. 150mm. LIFTS FOR AP PROVAL
15 | x=1087.6964 | Y=2123.6763] 115.395 | EDGE OF BIT
16 | x=1082.4066 | Y=2124.1240] 115.165 | EDGE OF BIT oe oe
17 | x=1076.9669 | Y=2127.1320] 114.970 | EDGE OF BIT rT
rawing number
18 | x=1073.1961 | Y=2130.6454] 115.470 | EDGE OF BIT
STRIP VEGETATION AND 19 | x=1067.3726 | Y=2133.8654] 116.500 | EDGE OF BIT 2 1 5 1 = 02
TYPICAL COMBINED DRIVEWAY SECTION TOPSOIL! MIN: =100mm THICK 20 | x=1065.1545 | Y=2140.1266| 116.520 | EDGE OF BIT c
XK date NOVEMBER 2022 SS)
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
Very large file: the download may take a few minutes. If you are on mobile data, it is best to wait until you are on Wi-Fi.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.
Full text of the other 2 pages
Page 2
EXISTING EDGE OF BITUMEN Callaghan & Toth )
FINISH LEVEL OF COMBINED _ | Civil, Environmental &
DRIVEWAY CENTRELINE , Hydraulic Engineers
PO BOX 2305
h NOOSAVILLE 4566
i 1.16/90 Goodchap Street
: Phone 54749081
www.callaghanandtoth.com.au
designed [MP | datum AHD DERIVED
drawn MP
checked ADT.
(B.M.) PSM 116668
approved
SURVEYED BY
MAX WATTERSON & ASSOCIATES
PHONE: 5442 6121
Na
a
DATUM RL 112.000 project
150mm THICK CONCRETE TO DETAIL ON SHEET 03 Se een Se lace URE PEON DR
ROAD TYPE LAKE MACDONALD
PT CHAINAGE HEIGHT GRADE COOROY
VERTICAL CURVES $s 0,000 116.829 3.02%
ee
Ls 0.8 15 L47 L3 L3 u IP 5,000 116.678 -12,50%
—————
-3% -12.5% ~16.7% -20% -12.5% 0% 8.45% IP 5,800 116.578 16.67% Client
VERTICAL GRADES
Ls LOB 15 L447 L3 L3 u IP 7.300 116,328 20.00% S ARNOLD & L PETERSEN
DESIGN o o o © « © o o o . IP 12.000 115.388 12.50%
2 3 3 2 5 3 e e 3 3 IP 15,000 115,013 0.00% NS)
IP 18,000 115.013 6.45% ~)
SURVEY . el ° . ° . 5 9
8 g 8 3 = 8 8 g 8 2 ud ey oe ease STAGE 1 COMBINED DRIVEWAY
5 FL OF 5 E = 5 5 5 5 LONGITUDINAL SECTION PLAN
NS
CHAINAGE ° o 3 2 eS Ey ia = g g
ee
EASEMENT DRIVEWAY CL - LONGITUDINAL SECTION 3 HORZ SCALE 1:100 LOTS 11-13 OF THE
A3 VERT SCALE 1:100 RECONFIGURATION OF LOT 233
ON MCH4301
[- SAW JOINT 3mm WIDE D/3 DEEP MIN WHEN CONCRETE HAS UNT2 EDGE TIMHER, LAP SO SEALANT 15 X 10
HARDENED SUCH THAT IT WILL NOT BE DAMAGED BY THE BLADE f : .
OF A SOFT CUT SAW (2 TO 4 HOURS AFTER LAST TROWELI CORNER LONG LESS AT _-75|75)_ ae nom ence Parish of TEWANTIN
County of MARCH
SLAB LEVEL| Ta
oo a —— fo | 1] NOOSA SHIRE COUNCIL
A s "i
| —— CUT OUT EVERY SECOND WIRE NMBRANE oe Agi | Locality of COOROY
Gd DIRECTLY UNDER JOINT AND At 2
DEPRESS FABRIC LOCALLY
75mm CBR45 IF NS ——~] —_—_—=S—_>_$—$
MOISTURE BARRIER LL DANLEY CRACK IN eS wre (OS
DUCER UNDER SAW CUT ‘DANLEY" 16mm SQUARE HD GALV. —| 200 4mm ABELFLEX TO oe
DOWELS WITH DOWEL MASTER COVER x DEPTH OF JOINT
400 L AT 40 MAX CRS, CENTRAL (OR AS SHOWN
APPROVED EQUAL)
N32 CONCRETE SCALE 1:10
12d CONTROL LINES
Na
—7 DESIGN DRIVEWAY CL
(AT POUR BREAK) ——_————————————
NOTE: ALL DOWELS HD GALVANISED U.N. REVISIONS
o Pa 0 9 SCALE NTS __
O° ° oO ° ment} revision details date
a u ” ” A | FOR APPROVAL 12/21
! 1.00 ! 2.75 2.75 t 1.00 I B | AMMENDED FOR APPROVAL 5/22
c | REVISED FOR APPROVAL 11/22!
°
NIZ{TRINMERIBARASUCCERR TYPE 2.5 CBRI5 GRAVEL SHOULDER . J
COMPACTED IN MAX. 150mm LIFTS an
COMPUTER DIRECTORY
X:\JOBS\CT PROJECTS IN PROGRESS\2151 130
LAKE MACDONALD DR\DESIGN
FOR APPROVAL
N32 CONCRETE SL82 MESH, 50 CLEAR
ae Sars " Sheet 3 of 13 sheets
drawing number
COMBINED DRIVEWAY DETAIL SECTION 2 1 5 1 - 03
SCALE: 1:250 (A3)
XK date NOVEMBER 2022 SS)
Page 3
Centreline Data X = 1070.798 Y = 2128.829 Z= 115.788 DATUM RL 111.500 -3% 3% DESIGN 112.424 115.546 115.713 115.788 115.713 115.546 113.796 SURVEY 112.424 112.893, 112.972 113.174 113.387 113.483 113.796 OFFSET 9.744 -3.500 -2.750 2.750 3.500 7.000 Centreline Data X = 1066.42 Y = 2131.249 ze 16.678 DATUM RL 113.500 CHAINAGE 1 -3% -3% 0 DESIGN g g 3 S 2 § 5 SURVEY 3 3 8 g g é 5 OFFSET 3 8 g g g g 8 CHAINAGE 5 Centreline Data X = 1062.046 Y = 2133.68 Z= 116.829 DATUM RL 115.500 MATCH EXISTING ROAD SURFACE NATURAL SURFACE ie Data X = 1075.173 Y = 2126.410 Z= 115.013 DATUM RL 112.500 X = 1080.424 Y = 2123.506 “aq sn sing yt Z= 116.206 DATUM RL 114.000 DESIGN lee 3 =| 8 SURVEY Ble) a 3 3 z| 3 OFFSET z| @| & 8 8 8 3 a) a) oF s E al os X= 1079549 = -3% -3% Y = 2123.990 gs tin eg? Z= 115.142 Awe DATUM RL 114.000 DESIGN a) §) 3 : |} 3/5 survey gg 8 E 2g) 8s CHAINAGE 20 ( Callaghan & Toth ) \ Civil, Environmental & |, Hydraulic Engineers PO BOX 2305 N NOOSAVILLE 4566 n 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 Na (ws project PROPOSED DEVELOPMENT AT 130 LAKE MACDONALD DR COOROY Nn FF Client S. ARNOLD & L. PETERSEN _ (SN title STAGE 1 COMBINED DRIVEWAY CROSS-SECTIONS PLAN (~~ 44 a7 near LOTS 11-13 OF THE RECONFIGURATION OF LOT 233 ON MCH4301 Parish of TEWANTIN County of MARCH NOOSA SHIRE COUNCIL Locality of COOROY Nn i SCALE AS SHOWN Na (SN REVISIONS ment] revision details date A | FOR APPROVAL 12/21 B | AMMENDED FOR APPROVAL [5/22 Cc | REVISED FOR APPROVAL 11/22! S J FILES COMPUTER DIRECTORY X:\JOBS\CT PROJECTS IN PROGRESS\2151 130 LAKE MACDONALD DR\DESIGN FOR APPROVAL Sheet 4 of 13 sheets g g a g z 5 2 5 z z DESIGN 3 3 = peed 2 : : 8 z 2 2 3 g 8 g 8 8 5 2 g z SURVEY é 3 = SURVEY 3 3 3 g 3 5 3 OFFSET 8 8 8 OFFSET B = z 8 # = 3 5 oS nN 2 ¥ v 3 = a + CHAINAGE 15 CHAINAGE 0 A3 HORZ SCALE 1:100 A3 VERT SCALE 1:100 drawing number 2151-04 XK date NOVEMBER 2022 SS)