Approved Plan OPW17 0520 · OPW17/0520

          -


  NOOSA COUNCIL
  APPROVED PLAN
OPW17/0520 6 SEP 2017


[OCR of page images]
 

 

DRAWING SIZE — A2

APPROX. EXISTING

DRIVEWAY ALIGNMENT & CROSSOVER 10
BE REMOVED, KERB AND CHANNEL TO
BE REPLACED TO COUNCIL STANDARDS

 
 
  
 

EASTERN DRIVEWAY
ALIGNMENT

 
  
  

NATASHA AVENUE

EXISTING CURVED KERB & CHANNEL
REMOVED AND REPLACED WITH NEW

4 KERB AND CHANNEL TO COUNCIL
A _ ey STANDARDS

 

 
 

ALIGNMENT #
NEW CROSSOVER TO COUNCIL
SPECIFICATIONS AND IPWEA
STD DETAIL R-050.

SITE PLAN — DRIVEWAY & ACCESS

Scale 1: 200 |

 

 

 

   

 

 

 

 

 

 

lad
25
Z2\a
35 SL82 MESH
=~ 1000 MIDDLE
wo
2 2
a
DRIVEWAY SLAB
125mm THK WET TOOLED
ado at | 50MM S82 MESH CONTROL JOINT.
Al COMPACTED 40mm TOP cover \, |
SAW CUT AND 1 SAND BED \ ns \
BREAKOUT oo | 2
BACK OF KERB BARRIER, SEMI-MOUNTABLE, »s =

 

MONTABLE KERB &
CHANNEL OR INVERT
CROSSING
Z— \ DRIVEWAY CROSSOVER DETAIL
\- / SCALE1: 20

i SLAB MESH TO MAINTAIN
40mm TOP COVER CUT EVERY SECOND
TJ) TOOLED JOINT DETAIL wre Somm CLEAR ALONG LINE OF
SCALE 1: 20 JOINT

CONSTRUCTION NOTES.

GENERAL:

1. DO NOT SCALE FROM THIS DRAWING.

2. ALL DIMENSIONS IN MILLIMETRES

3, SETTING OUT DIMENSIONS ARE TO BE OBTANED FROM THE ARCHITECTURAL
DRAWINGS.

4, ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE ARCHITECTURAL
DRAWINGS ARE TO BE REFERRED TO THE ENGINEER INMEDIATELY.

5, THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING SERVICES
WTHIN AND ADJACENT THE ALLOTMENT AND SHALL ENSURE THAT ALL NEW
WORKS ARE IN ACCORDANCE WITH THE ATTACHED CRITICAL DEPTH LINE
DIAGRAM. DEPTH

FOOTPATHS AND DRIVEWAYS: DETERMINED

1. EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL ON-SITE

2. CROSSINGS ARE NOT DESIGNED FOR CONMERCIAL VEHICLES PAVEMENT MATERIALS

REAMENTS, EG. STAIPING nm he UDG ANY FINSHED —125mm N25 CONCRETE PAVEMENT, SLB2 MESH MIDDLE

4 CONCRETE SURFACE TOLERANCE +5,0mm OVER 3.0m 100 THK COMPACTED BASE COURSE SAND OR CRUSHER DUST
5, CONCRETE N25 IN ACCORDANCE WITH AS 1379 AND AS 3600 ~SUB-GRADE PREPERATION IN ACCORDANCE WITH

6, REINFORCEMENT FABRIC TO AS 1304, PLACED CENTRAL SLAB DEPTH. SPECIFICATIONS /NOTES
7, EXPANSION JOINTS TO BE 10mm WIDE WET TOOLED WITH EVERY 2ND MESH
WRE CUT ALONG JOINT.

8 ONE ACCESS POINT PERMITTED FOR EACH ALLOTMENT.

9, FOR CURVED DRIVEWAYS, MAXIMUM GRADES APPLY TO INSIDE EDGE OF
CURVE

10. ALL SERVICES TO BE LOCATED AND PROTECTED AS REQUIRED PRIOR TO
WORK COMMENCING

—<——

 

 

100 125

 

 

Z SUBGRADE PREPERATION, REFER
“; — GENERAL NOTES

Cc zZ

 

 

 

 

 

Z— \ DRIVEWAY PAVEMENT SECTION

\ - / SCALE 1: 20

EXISTING KERB |
APPROX. RL 38.51m
40.0

 

PROPOSED DRIVEWAY
SURFACE.

  

APPROX. EXISTING
SITE SURFACE.

 

  

 

 

 

 

 

 

 

S a 5
SS 39.00, YS oe Ss
S = S
a
® 38.00 S x 38.00 ©
Lo —_ 3 ~ Lo
37.00 = 37.00
a
z § g GARAGE
z 3
Design Line Segment Lengths ;, at : ‘a 30 is ; FFL 37.70
Design Line Grade & Level g's Sg # ; 3
jesign Line Grade & Level garg 5 i g

West

 

ern Drive Profile

 

PROPOSED DRIVEWAY

 

 

 

 

 

 

 

 

 

SURFACE.
EXISTING KERB. APPROX. EXISTING
APPROX. RL 38.93 SITE SURFACE.
LeN SE -——40.00
S i ee S
= 39.00 39.00 35
S a7 x =
a
® 38.00 S 38.00 ©
a = 3 Lo
37.00 = 37.00
5 4° &
a g2 3 5 SGARAGE
Design Line Segment Lengths Ergt——3 +4 FFL 37.70

Design Line Grade & Level

Eastern Drive Profi

LEGEND

125 THK. DRIVEWAY SLAB ON COMPACTED
MATERIAL, SL82 MESH, TOP 40 COVER,

FLEXIBLE JOINT AGAINST MASONRY /CONCRETE.

_ (td) DENOTES WET TOOLED JOINT TO
DRIVEWAY SLAB, REFER TO DETAILS

INDICATES POSITION OF RETAINING

—— RW WALL TO FUTURE DETAIL

0

804m
tA
38.08
3020
3788
wm

 

€

 

NOOSA COUNCIL
APPROVED PLAN
OPW17/0520 6 SEP 2017

 

 

 

 

 

 

 

Revision | Description Date

 

 

 

Issue: FOR APPROVAL

 

C) St

DEBUILD T/A

ABN 40 098 481 299,

 

Unit 1/11 Project Ave,
Noosa Heads

Ph (07) 5455 5604
email:[email protected]
web:www.scg-engiteers.com

 

Checked: Title:

RPEQ 5835
S Richardson

DRIVEWAY & ACCESS PLAN
SECTIONS & DETAILS

 

 

 

 

Project 13 Natasha Ave

Noosa Heads
1 2 3 4 5

 

 

Ree Wii

Date: July 2017 | Drg No. 26150- DR1