OPW20-0033 Plans · OPW20/0033

 

 

DRAWING SIZE — A2

S
LOT 108 ON SP 184118 s

Level Datum AHD NN
Level Origin PSM101160, RL 5.641m

 

 

EXISTING
DRIVEWAY.

 

 

 

HATCHED REGION INDICATES
CONSTRUCTED DRIVEWAY CROSSOVER
(125mm THK) IN ACCORDANCE WITH
IPWEA STD DRG RS-050 AND
COUNCIL REQUIREMENTS

   
 

 

 

_ EX. SHH

 

 

 

 

 

 

 

PART SITE PLAN — EXISTING CROSSOVER

Scale 1: 200

 

 

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

 

 

 

www.dialbeforeyoudig.com.au
eS te An anrenseT |

DIAL1100

BEFORE YOU DIG

 

 

 

LEGEND,

_--7-77 INDICATES PROPOSED SURFACE
CONTOURS AND LEVELS TO AHD.

_ INDICATES FINISHED SURFACE GRADE

x 189 EXISTING SURFACE SPOT LEVELS.
INDICATES EXISTING SEWER LINE
INDICATES STORMWATER DRAIN PROPOSED

AS NOTED MIN 1 IN 100 FALL UNLESS
NOTED OTHERWISE

 

Sw

 

INDICATES PROPOSED FINISHED
SURFACE LEVELS

 

KEY

EX. SMH EXISTING SEWER MANHOLE
EX. SWPT EXISTING STORMWATER PIT
K.&C. EXISTING KERB & CHANNEL

SEEK COUNCIL APPROVAL FOR
NON-STANDARD DRIVEWAY
CROSSOVER, DIMENSIONS AND
LEVELS AS NOTED.

EX. SMH

 

 

 

 

 

 

 

 

 

PART SITE PLAN — EXISTING CROSSOVER LEVELS

Scale 1: 200

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.

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

FOOTPATHS AND DRIVEWAYS:

1. EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL
2. MINIMUM CONCRETE THICKNESSES:

PAVEMENT (VEHICLES): 125mm U.N.O.
FOOTPATHS: 125mm _U.N.O.

3. CONCRETE IN ACCORDANCE WITH AS360 AND AS1379
AND MINIMUM STRENGTHS AS FOLLOWS:

PAVEMENT (VEHICLES): 52 MPa
FOOTPATHS: 25 MPa

4. CONCRETE SURFACE TOLERANCE +5.0mm OVER 3.0m
5. REINFORCEMENT FABRIC TO AS 1304, PLACED CENTRAL
SLAB DEPTH.

6. MAX. 1 in 40 CROSSFALL (ACCROSS) ON FOOTPATHS.
7. EXPANSION JOINTS AS NOTED (T.v.) ON PLANS 10 BE
10mm WIDE WET TOOLED WITH EVERY 2ND MESH WRE CUT
ALONG JOINT. REFER DETAIL.

8. ONE ACCESS POINT PERMITTED FOR EACH ALLOTMENT.
9. FOR CURVED DRIVEWAYS, MAXIMUM GRADES APPLY TO
INSIDE EDGE OF CURVE

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

 

 

 

 

 

 

 

 

 

Rev. | Description Date

 

 

 

Issue: FOR APPROVAL

 

~ Unit 1/11 Project Ave,
P Noosa Heads
Ph (07) 5455 5604
[email protected]

CONSULTING sop ongneers:
Nes ENGINEERS  YObwwagy “mn

 

DEBULD TA

 

Title: ~OQPERATIONAL WORKS:
SURVEY & EXISTING SERVICES

 

Project 62 Park Road
Noosa Heads

 

Date: April 2018 | Drawn: CK | Design: TH

 

 

 

 

 

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3] RPEQ 5835 7
aS Richardson 25239-OW2.1| .