Approved Plans OPW22-0305

   NOOSA COUNCIL
   APPROVED PLAN
OPW22/0305 23 JAN 2023


[OCR of page images]
 

DRAWING SIZE — A2

 

HEIGHT DATUM

LOT 91 ON N21847?
Level Datum AHD

Level Origin OPM 38211?, RL 2.827

Survey information provided by
Hass Survey, Philip Hass
Registered Surveying Associate

  
 

DIMENSIONS AS NOTED

& LEVELS AS NOTED.

ALL SERVICES SHOWN ON THIS PLAN INDICATIVE
ONLY CONTRACTOR TO LOCATE ALL SERVICES
PRIOR TO COMMENCING WORKS ON SITE. ALL

SERVICES ARE TO BE PROTECTED IN

ACCORDANCE WITH THE AUTHORITY RESPONSIBLE
FOR THE SERVICE

 

LEGEND

_-——__ INDICATES EXISTING SURFACE
CONTOUR AND LEVEL TO AHD.
&

+ EXISTING SURFACE SPOT LEVELS.

125 THK. DRIVEWAY SLAB ON COMPACTED

MATERIAL, SL82 MESH, TOP 40 COVER,
FLEXIBLE JOINT AGAINST
MASONRY /CONCRETE.
(Tu) DENOTES WET TOOLED JOINT TO TERRACE
— —'—'— SLAB, REFER TO DETAILS
Kd) DENOTES FORMED KEY JOINT TO DRIVEWAY
SLAB, DETAIL TO DETAILS
‘Hal g INDICATES DIRECTION OF FALL TO FINISHED

SURFACE LEVEL 1:100 Min.

 

www.dialbeforeyoudig.com.au

DIAL1100

BEFORE YOU DIG

 

 

 

 

 

   
      
     
  

DRIVEWAY CROSSOVER GENERALLY IN
ACCORDANCE WITH IPWEA STD DRG RS-049 &
R-050 AND COUNCIL REQUIREMENTS.

SEEK COUNCIL APPROVAL FOR
NON-COMPLYING DRIVEWAY, DIMENSIONS

ALL LINE MARKING TO BE IN

WITH A.S 1724 MANUAL OF UNIFORM TRAFFIC

CONTROL DEVICES & A.S 2890.1 PARKING
FACILITIES PART 1: OFF-STREET CAR PARKING

 

Saavg LY (iw) Wa"

LNOO ASISAM

 

ACCORDANCE

MAXIMUM CROSS-FALL OF 1 in 40 ON ALL
FOOT—PATHS AND INTERNAL PEDESTRIAN
PATHS AND RAMPS

 

EXISTING BLOCK FENCE

 

CONTRACTOR TO TOPSOIL AND TURF ANY
DISTURBED OR DAMAGED

NEW KERB & CHANNEL TO BE IN ACCORDANCE
WITH COUNCIL STANDARD DETAILS

 

RESERVE ADJACENT THE CONSTRUCTION SITE

KE
CONTRACTOR TO REPAIR/REINSTATE ANY
DAMAGED AREAS OF EXISTING FOOTPATHS, EX. SWPT EXISTING STORMWATER PIT
KERB & CHANNELS TO COUNCIL STANDARDS RC. HW. — REINFORCED CONCRETE HEADWALL

EX. SMH — EXISTING SEWER MANHOLE
EX. SWMH = EXISTING STORMWATER MANHOLE

AREAS OF THE ROAD

<a

EXISTING POOL

 

 

 

 

 

NOMINAL

a

 

 

&
a
—
3
N @ 1 Ta.
rs :
| !
>
= | i -
g| | 2
e)
=
=| |
=
| !
| Td
7 oOo 7 7 Tr _ 7
|
8 '
&
¥ s
g td
2
Da 1
fra]

EXISTING BLOCK FENCE
I

 

CONSTRUCTION NOTES
GENERAL:

1. DO NOT SCALE FROM THIS DRAWING.
2. ALL DIMENSIONS IN MILLIMETRES

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

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

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

R.P BOUNDARY

SITE PLAN — DRIVEWAY & ACCESS

Scale 1: 100

KERB LINE

1.5m (Min) @1 in 8

 

 

 

SAW CUT AND
BREAKOUT
BACK OF KERB

 

L___ GALV R16 DOWEL SAND BED

400 (L) @ 450 CTRS

\ contrat
50mm COMPACTED JOINT.

SLAB MESH.
MIDDLE 5

--sT

   

RESIDENTIAL CROSSOVER — LAYBACK KERB

 

 

 

 

 

 

 

 

     

 

 

 

 

 

 

5, THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING SERVICES
E.0.B. EXISTING EDGE OF BITUMEN WITHIN AND ADJACENT THE ALLOTMENT AND SHALL ENSURE THAT ALL NEW
K&C EXISTING KERB & CHANNEL WORKS ARE IN ACCORDANCE WITH THE ATTACHED CRITICAL DEPTH LINE
DIAGRAM.
N.S.L. NATURAL SURFACE LEVEL
FOOTPATHS AND DRIVEWAYS:
FH. FIRE HYDRANT 1. EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL
TP TELSTRA PIT 2. CROSSINGS ARE NOT DESIGNED FOR COMMERCIAL VEHICLES
EP. ELECTRICAL POWER POLE 3, CONCRETE DRIVEWAY TO BE 125mm THK. EXCLUDING ANY FINISHED
TREATMENTS, EG. STAMPING
REN EXISTING KEREING 4, CONCRETE SURFACE TOLERANCE +5.0mm OVER 3.0m
5. CONCRETE N32 IN ACCORDANCE WITH AS 1379 AND AS 3600
6. REINFORCEMENT FABRIC TO AS 1304, PLACED CENTRAL SLAB DEPTH.
7. EXPANSION JOINTS TO BE 10mm WDE 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
A
So
a
YY’ SUBGRADE PREPERATION, REFER
cl “Z2\ — GENERAL NOTES
DEPTH
DETERMINED
ON-SITE
PAVEMENT MATERIALS:
—125mm N25 CONCRETE PAVEMENT & PRECAST—PAVERS, SL82 MESH MIDDLE
EXISTING -250 THK COMPACTED ROAD BASE
DWELLING —SUB-GRADE PREPERATION IN ACCORDANCE WITH SPECIFICATIONS /NOTES
DRIVEWAY CARPARK PAVEMENT SECTION
NOMINAL KERB |
SETOUT LINE
i275 0
|
| 2
| 4 ¢ Sa
PAVEMENT LEVEL | 4 : 2
@ a4 | . ‘ — 8
8 : a4 “| “ata wet 2
ba r ‘ ~
275 | 325
SECTION ~ LAYBACK KERB & CHANNEL
(TYPE M1 KERB & CHANNEL IN ACCORDANCE
WITH COUNCIL STD DRG. RS-080)
N OOSA co U N Cc IL Revision | Description Date
Issue:
APPROVED PLAN FOR APPROVAL
DRIVEWAY SLAB : ,
125mm THK WET TOOLED OPW22/0305 23 JAN 2023 a Steg Noosa teade”
SL82 MESH CONTROL JOINT. £€
40mm TOP COVER / g a\ enalsdnngsoyengeers com
3 web:wmw.sog-engineers.com
TILIZI LLL RC, —_F
CONTROLLED FILL 1

 
 
 

  

LOWER SLAB MESH TO MAINTAIN
40mm TOP COVER CUT EVERY
SECOND WIRE SOmm CLEAR
ALONG LINE OF JOINT

 

Date: Aug 2021 Drawn: TH Design: TH
(TJ) TOOLED JOINT RESIDENTIAL toeace Bane -
fiannni——1_--——_fm1:100 @ AZ = RPEQ 5835 4 31210-OW1| .

 

Title: OPERATIONAL WORKS:

DRIVEWAY AND ACCESS PLAN

 

Project 21 Wesley Court
Noosa Heads