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Compiled Approved Plans - OPW12-0095.03 · OPW12/0095.03
Plans and drawings: the text below has words only, no drawings.
NOOSA COUNCIL
APPROVED PLAN
OPW12/0095.03
11 JULY 2024
19/04/2024 N:\M1717\STAGE 5\DESIGN\WORKING DRAWINGS\ROADWORKS SECTIONS
NORTH: SCALE: ISSUE: TITLE: DETAILS:
Horizontal 1:1000 PROJECT: PLAN: ISSUE:
THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
BRISBANE - SUNSHINE COAST - CENTRAL QLD PLANNERS
Vertical 1:100
0 1 2 3 4 5 (A1) 1:100 10 ROADWORKS LONGITUDINAL SECTIONS M1717E5 R04 A
SUNSHINE COAST URBAN DESIGNERS A1 0 10 20 30 40 50 (A1) 1:1000 100
Metres
SWALLOW STREET LOCAL AUTHORITY REF:
237-239 Bradman Avenue, SURVEYORS DO NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED - IF IN DOUBT PLEASE ENQUIRE
NOOSA COUNCIL
Maroochydore Qld 4558 DESIGNED PGM
NOOSA DOMAIN PTY. LTD. COUNCIL REF:
ENGINEERS APPROVED T.MCKINNEY A.FRASER J.PAPPAS
P 07 5450 3900 W www.jfp.com.au
C O N S U L T A N T S JFP URBAN CONSULTANTS PTY. LTD. A.C.N. 050 414 045 LANDSCAPE ARCHITECTS __________________________________
RPEQ 5087
S.MARSH
RPEQ 5691 RPEQ 6086 DRAWN
CHECKED
PGM
ADF A ORIGINAL ISSUE FOR COUNCIL 28/02/18 PGM
NOOSA DOMAIN RETIREMENT VILLAGE OPW12/0095
FOR AND ON BEHALF OF JFP URBAN CONSULTANTS PTY LTD
RPEQ 8068 DATUM: AHD ISSUE: DETAILS: DATE: INIT: 35 WALTER HAY DRIVE, NOOSAVILLE FILE NAME: ROADWORKS SECTIONS.DWG
COPYRIGHT © 2011 JFP URBAN CONSULTANTS PTY LTD THIS DOCUMENT MAY NOT BE COPIED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE WRITTEN CONSENT OF JFP URBAN CONSULTANTS PTY LTD.
[OCR of page images]
NOOSA COUNCIL
APPROVED PLAN
OPW412/0095.03
11 JULY 2024
VARIES VARIES
2
s REFER DETAIL ‘E’
6.700 5.200
0.600 2.600 | 2.600
cle L | 39
aks 3.0% op 30%
i ———————
Ale
REFER DETAIL »
REFER DETAIL ‘C*
ON M1717E5 ROO
ON M1717E5 ROO REFER DETAIL 'B’
CONTRACTOR TO NOTIFY SUPERINTENDENT
IF WORKS TO EXISTING KERB & PAVEMENT
IS REQUIRED TO ENSURE ADEQUATE & FREE
DRAINING CONNECTION TO EXISTING ROAD
NOTES:
ASSUMED TOPSOIL DEPTH 150mm
ULTIMATE PAVEMENT DEPTHS ARE
DETERMINED BY SOIL TESTS TAKEN
AT FORMATION LEVEL.
ESA's 4.0x10* - ACCESS PLACE
NOMINAL PAVEMENT
CH 0.000 TO CH 114.506
30mm AC SURFACING (DG10)
Tmm AGGREGATE PRIMER SEAL
125mm TYPE 2.2 TOP COURSE (CBR 60)
125mm TYPE 2.3 BASE COURSE (CBR 45)
300mm TYPE 2.5 SUB-BASE
REPLACEMENT (CBR 15)
TYPICAL CROSS SECTION
CH. 0.000 - CH. 8.872
SCALE 1: 100
6.700 VARIES
REFER DETAIL Ww
*
0.600 2.600 VARIES.
Ed
3.0% LL 30% | 30%
REFER DETAIL .
ON M1717E5 ROO
CENTRE
LINE
TYPICAL CROSS SECTION
CH. 9.000 - CH. 24.894
ON M1717E5 ROO
EFER DETAIL ‘E
ON M1717E5 ROO
CENTRE
LINE
ON M1717E5 ROO
TYPICAL CROSS SECTION
SCALE 1: 100
5.200
2.600 || 2.600
CENTRE
LINE
REFER DETAIL 'C’
TYPICAL CROSS SECTION
CH. 24.894 - CH. 48.857
EFER DETAIL 'E’
ON M1717E5 ROO
EFER DETAIL 'E’
ON M1717E5 ROO ON M1717E5 ROO
. m =F R 8 SCALE 1: 100 Scan. w0
REFER INTERSECTION DETAILS. & z z z z
*K FOR LIP OF KERB LEVELS ON a _ +p 4
DWG No, M1717E5 R03 —
B e |i os = VARIES VARIES VARIES
IS f ldo = * *
a fe * 2.600 a 0,600 2.600“). VARIES
nox | 30% ay 30%_|_39% | 98s
@
RE18,PmR-14.85m R-8. blu
HORIZ. CURVE DATA Ly i Lat zZ ice ine
REFER DETAIL 'C’ &|s EFER DETAIL 'E REFER DETAIL ‘B’ REFER DETAIL 'D EFER DETAIL ‘E*
VC. LENGTH (m) a ON MI717E5 ROS ON MI7T7E5 ROS ON MI7I7E5 RO9 ON MITI7E5 ROS ON MI717E5 ROS
RADIUS OF CURVATURE
TANGENT GRADE (%) 2.2112 % 0.5812 -0.502|% -0.117 % TYPICAL CROSS SECTION TYPICAL CROSS SECTION
DISTANCE IP-IP 2.889 m 4.66 \m 963 \n 2.04 m CH. 48.857 - CH. 75.766 CH. 75.766 - CH. 78.447
DATUM R.L.-8.0 SCALE 1: 100 SCALE 1: 100
LHS LIP OF s Z
KERB LEVELS
RHS LIP OF al elola wl m|un
SE SSE} SK SSIES 5.100 5,200
KERB LEVELS myen|mn) mf
CUT (-ve) S| 8} S/AIRISS/8/8]s]8]a]8) 2
FILL > Fe] sleielelsiesieisie]s] e
PAVEMENT LEVELS x ev) clalelnlelelelalelals| s
g S} SS/S/SiS/Z4/alsla]s} sg &
ALONG CONTROLLINE ai ma] es] en ferk| eo fet on |e ie fei en |e ne Blu
REFER DETAIL 'B’ REFER DETAIL ‘D az EFER DETAIL ‘E’
SURFACE LEVELS x 2} gleleisialsleialstele] s ON MI717E5 ROO ON MITITES ROS ON MI717E5 ROS
g £} S|HIAISISIS/S/RISIE/S} 8
ALONG CONTROLLINE s my ompen|m|en tem lente len| mle! mm
PEGGED CHAINAGE TYPICAL CROSS SECTION
2 s| sls/sisisls/sisiais/s| 8 CH. 78.447 - CH. 114.506
s 2} 2/8/5/3/8)8/$/8/2/8/s Cn 76.447 ~ Cn 6.306
ALONG CONTROLLINE S a] sis{sisisisisjejeis/s| =
SCALE 1: 100 ~| DIAL BEFORE
eh YOU DIG
LONGITUDINAL SECTION - SWALLOW STREET
www.1100,com.au
The Essential First Step
Pansy
TST T OEE Ne WATTETSTAGES\DESTGN WORKING DRAW NGS|RORDWORKS SECTIONS
Horizontal 1:1000 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE oe LAN uv
= Waitin’ , MESAESHONNIEORGHALORAWISCAE ROADWORKS LONGITUDINAL SECTIONS M1717E5 R04 A
————_—_—_———————
Al 0 1 20 30 40 50 (At) 1:1000 100 SWALLOW STREET “NOOSA COUNCIL
a a |] ee) Pp 20 NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED -F IN DOUBT PLEASE ENQUIRE NOOSA DOMAIN PTY. LTD.
Iam APPROVED LOEMKINer —gyasnaser yipapeas [PESVONED| re COUNCIL REF
eeasos7 — "rpeqsea: area soas | onawn
URBANCONSULTANTS -- AC_ os Mast caeckeo | ADF | A | ORIGINAL ISSUE FOR COUNCIL 22/02/18 |pcm| NOOSA DOMAIN RETIREMENT VILLAGE OPW12/0095
isiasenrermowncmmaenns OSMABK oe (000s {SM 35 WALTER HAY DRIVE, NOOSAVILLE MENAME: ROADWORKS SECTIONS OW
BAN CONSULTANTS PIY LTD THIS
"OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE WRITTEN CONSENT OF IFP URBAN CONSULTANTS PTY LTD
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