SCG 28084-CD Issue 8 2020.05.14

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Rev. - 10.06.16
                                                         DEBUILD T/A
                                                Title:




                             Date:
                                                                                                                                        Issue:




                                      Project




                  Checked:
                             Drawn

                  Drg No.
                                                          ABN 40 098 481 899




                             Design

                    Rev.
                                                                                                               Noosa Heads



                                                                               web:www.scg-engineers.com
                                                                               email:[email protected]
                                                                               Ph (07) 5455 5604
                                                                                                               Unit 1/11 Project Ave,


[OCR of page images]
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

KEY

EX. SWPT EXISTING STORMWATER PIT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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a ENGINEERS. SPECIFICATIONS. E08.
CONNECTION 10 BE 10 K &
UNITY WATER STANDARDS. MSL.
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Level Origin PSM19568, RL1.245m ENONEERS ETA KERB
| REFER TO HYDRAULICS
CONSULTANT FOR
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21 | <4 S| BLOCK RETAINING WALL REFER
TP | O ol Drq OWS FOR DETAILS. ——
two storey |
‘ 2 + office building |_|
| ® = a” ‘ | -

MAXIMUM CROSS-FALL OF 1 in 40 ON ALL

FOOT-PATHS AND INTERNAL PEDESTRIAN
PATHS AND RAMPS

 

 

www.dialbeforeyoudig.com.au

SAS DIAL1100

By BEFORE YOU DIG

 

  

 

 

 

SITE PLAN — WATER SUPPLY & SEWER CONNECTION

Scale 1: 200

 

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

 

 

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

 

 

REINFORCED CONCRETE HEADWALL
EXISTING SEWER MANHOLE
EXISTING EDGE OF BITUMEN

 

FALL.

EXISTING KERB & CHANNEL
NATURAL SURFACE LEVEL
FIRE HYDRANT
TELSTRA PIT L874)
ELECTRICAL POWER POLE
EXISTING KERBING

E

W

 

 

 

 

 

LEGEND
EXISTING SURFACE SPOT LEVELS.

INDICATES DIRECTION OF FALL
TO FINISHED SPOON DRAINS.

INDICATES PROPOSED FINISHED
SURFACE LEVELS

INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE

INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM
EXACT LOCATION PRIOR TO WORKS

INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM
EXACT LOCATION PRIOR TO WORKS

INDICATES STORMWATER DRAIN
PROPOSED OR EXISTING AS NOTED
MIN 1 IN 100 FALL UNLESS NOTED
OTHERWISE

INDICATES EXISTING SEWER LINE

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 10 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. CROSSINGS ARE NOT DESIGNED FOR COMMERCIAL VEHICLES

3. CONCRETE DRIVEWAY TO BE 125mm THK. EXCLUDING ANY FINISHED
TREATMENTS, EG. STAMPING

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 WIDE WET TOOLED WITH EVERY 2ND MESH
WIRE 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

 

 

Revision Description Date

 

 

 

FOR APPROVAL

 

DO NOT SCALE FROM THIS DRAWING

The design and associated details contained on this and associated
drawings are copyright and are not to be used or reproduced without
the written permission of SCG Consulting Engineers.

 

Unit 1/11 Project Ave,
Noosa Heads

Ph (07) 5455 5604
email:[email protected]

web:www.scg-engineers.com
‘ABN 40098 481 699,

C) Ste

DEBUILD TA

 

Tie: OPERATIONAL WORKS:
WATER SUPPLY AND
SEWERAGE CONNECTION

 

 

 

 

 

 

Project
93 Mary Street
Noosaville
Date: april 2018 | OGM | Desi” ys
mn 1:200 @ AS S Richardson 28084—-0W4 .