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Generally in Accordance Plans OPW12-0095.02.pdf
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NOOSA COUNCIL
GENERALLY IN ACCORDANCE
OPW12/0095.02 31 AUG 2021
4/05/2018 N:\M1717\STAGE 5\DESIGN\WORKING DRAWINGS\ROADWORKS SECTIONS
NORTH: SCALE: ISSUE: TITLE: DETAILS:
PROJECT: PLAN: ISSUE:
Horizontal 1:1000 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
BRISBANE - SUNSHINE COAST - CENTRAL QLD PLANNERS
Vertical 1:100
(A1) 1:100 ROADWORKS LONGITUDINAL SECTIONS M1717E5 R04 A
A1
0 1 2 3 4 5 10
SUNSHINE COAST URBAN DESIGNERS 0 10 20 30 40 50 (A1) 1:1000 100
Metres
SWALLOW STREET LOCAL AUTHORITY REF:
237-239 Bradman Avenue, SURVEYORS
NOOSA COUNCIL
NOOSA DOMAIN PTY. LTD.
DO NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED - IF IN DOUBT PLEASE ENQUIRE
Maroochydore Qld 4558 DESIGNED PGM COUNCIL REF:
P 07 5450 3900 W www.jfp.com.au ENGINEERS APPROVED C
T.M KINNEY A.FRASER J.PAPPAS
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
35 WALTER HAY DRIVE, NOOSAVILLE
__________________________________
FOR AND ON BEHALF OF JFP URBAN CONSULTANTS PTY LTD
RPEQ 8068 DATUM: AHD ISSUE: DETAILS: DATE: INIT: FILE NAME: ROADWORKS SECTIONS.DWG
Document Set ID: 21588287 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.
Version: 1, Version Date: 17/08/2021
[OCR of page images]
NOOSA COUNCIL
GENERALLY IN ACCORDANCE
OPW12/0095.02 31 AUG 2021
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)
Imm 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
VARIES VARIES.
REFER DETAIL 'E’
ON M1717E5 ROO
REFER DETAIL 'C*
ON M1717E5 R09
TYPICAL CROSS SECTION
CH. 0.000 - CH. 8.872
SCALE 1; 100
6.700 VARIES
*
0.600 2.600 VARIES
Ed
Ly 2, 9 %
ah 3.0% th 30% | 30%
t
—{o-}
REFER DETAIL ww REFER DETAIL vo
ON M1717E5 RO9 ON M1717E5 ROO
CENTRE
LINE
TYPICAL CROSS SECTION
CH. 9.000 - CH. 24.894
SCALE 1: 100
VARIES
*
2.600 | VARIES
*
3.0%
ib
ak
3.0%
CENTRE
LINE
EFER DETAIL 'E’
ON M1717E5 ROO
REFER DETAIL ‘C’
ON MITI7E5 ROS
TYPICAL CROSS SECTION
SCALE 1: 100
REFER DETAIL ‘B’
ON M1717E5 ROO
jibe
EFER DETAIL 'E’
ON M1717E5 R09
REFER DETAIL 'B’
ON M1717E5 R09
6.700 5.200
0.600 2.600 |, 2.600
3.0% IK 3.0%
REFER DETAIL 2
ON M1717E5 ROO
EFER DETAIL 'E’
ON M1717E5 ROO
TYPICAL CROSS SECTION
CH. 8.872 - CH. 9.000
SCALE 1: 100
2.600 || 2.600
by
Mette
CENTRE
LINE
EFER DETAIL ‘E’
ON M1717E5 ROO
REFER DETAIL 'C’
ON M1717E5 ROO
TYPICAL CROSS SECTION
CH, 24.894 - CH. 48.857
SCALE 1; 100
VARIES VARIES
*
0,600 2.600", VARIES
*
&
Ale 3.0% 3.0% 3.0% aoe
REFER DETAIL 'D’
ON M1717E5 ROO
CENTRE
LINE
EFER DETAIL 'E’
ON M1717E5 ROO
TYPICAL CROSS SECTION
CH. 75.766 - CH. 78.447
SCALE 1: 100
5.200
REFER DETAIL 'B’
ON M1717E5 RO9
REFER DETAIL ‘D’
ON M1717E5 ROS
0.600 2.600
LL 2.600
3.0%
Ah
3.0%
LINE
EFER DETAIL ‘E’
ON M1717E5 ROO
Docume
REPLACEMENT (CBR 15) ma Ss ry Q
8 A,
REFER INTERSECTION DETAILS Ss z z z z
FOR LIP OF KERB LEVELS ON a a eee
DWG No. M1717E5 RO3 $$
2 |¢ e -
le a 8 3
B eid) a) &
a 4 cs
& ba
fe
HORIZ. CURVE DATA R18 prA14.85 RB F
V.C.LENGTH (m) BOC
RADIUS OF CURVATURE 272
TANGENT GRADE (%) 2.212% loses -0.502|% -0.1117 %
DISTANCE IP-IP. 2.8B9 m 4.66 \m 963 Mm 2.044 m
DATUM R.L.-8.0
LHS LIP OF : é
KERB LEVELS
RHS LIP OF alelol= |=|uy
KERB LEVELS MK SSR) OK ER ROK
CUT (-vel ga] 2/s]als/S|§igleiglalz) &
FILL $ S| els}sislels|siSs/sis} =
PAVEMENT LEVELS sll slelelelelelelelelals! «
ALONG CONTROLLINE | |[S{ om) mfes|rn|en|ms|on/on|m|in|mn fon] om
SURFACE LEVELS s| | elelgisislalelalselal s
S 8) S/Z/S/S/S/E/S/R/S/S/3] 8
ALONG CONTROLLINE Ns Mm} mien lesen tes |es|es fees ten | om
PEGGED CHAINAGE . e| elelelsielslsisialels) 8
s S| S/S/4/slsjajsjsiajsjs| 4
ALONG CONTROLLINE s S| slS{sisjsfsisjejeisj/s| =
LONGITUDINAL SECTION - SWALLOW STREET
a= teases
FUSES
URBANCONSULTANTS
+t Set ID- 2158828"
Horizontal 1:1000 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
Vertical 1:10
1 203 425 (At) 1:100 10
Al o 10 20 30 40 50 (Al) 1.1000 00
20 NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED FIN DOUBT PLEASE ENQUIRE
APPROVED COTMEKINNEY —grasraser pyiparpas [PESIGNED|PGM
7 eeascey — “@rocasesr Clrreacoss [oRAWN [PGM
cHeckeo | ADF | A ORIGINAL ISSUE FOR COUNCIL
MARSH
TYPICAL CROSS SECTION
CH. 78.447 - CH. 114.506
SCALE 1: 100
28/02/18 | PGM
ronmocnsairores vnsnconsarawrsrvne COSMARSH ry oaTunr ano | esoe oer
ROADWORKS LONGITUDINAL SECTIONS
SWALLOW STREET
NOOSA DOMAIN PTY. LTD.
NOOSA DOMAIN RETIREMENT VILLAGE
pate. | wi} 35 WALTER HAY DRIVE, NOOSAVILLE FILE NAME,
DIAL BEFORE |
ey YOU DIG
www.1100.com.au
The Essential First Step
DETAILS: -
M1717E5 RO4 A
LOCAL AUTHORITY REF
NOOSA COUNCIL
COUNCIL REE:
OPW12/0095
ROADWORKS SECTIONS.OWG
‘STOSEOTE NAWITAT STAGE SDESTGN WO RKING DRAW INGS|ROMDWORKS SECTIONS
Version: 1, Version Date: 17/08/2021
“COPYRIGHT © DOLL IFP URBAN CONSULTANTS PTY UTD TSO
TT MAY NOT BEC
ED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN Wi
ITHOUT THE WRITTEN CONSENT OF IFP URBAN CONSULTANTS PTY LTD,
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