Attachment C - SCG Engineering plans

 

 

DRAWING SIZE - Al

LOTS 1 ON RP 66483 & Lot
H+ on RP 70165

IN Level Datum AHD

Level Origin PSM 75737

RL 1.433

 

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. 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 N25 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 T0
INSIDE EDGE OF CURVE

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

LEGEND

_---77 INDICATES PROPOSED SURFACE
48.07 CONTOURS AND LEVELS TO AHD.
EXISTING SURFACE SPOT LEVELS.

INDICATES DIRECTION OF RAMP UP OR
DOWN AS INDICATED

4i8.0

RAMP, sx.

INDICATES PROPOSED FINISHED
SURFACE LEVELS

GRATED DRAIN CAST-INTO PAVEMENT.
REFER SWI.1 FOR FURTHER DETAILS

DENOTES WET TOOLED JOINT TO TERRACE
SLAB, REFER 10 DETAILS

DRIVEWAY SLAB/PAVEMENT. REFER TO
NOTES AND DETAILS FOR THICKNESS AND
REINFORCING.

INDICATES EXISTING SEWER LINE

 

INDICATES STORMWATER DRAIN EXISTING
AS NOTED

— Sw/ex

—— E ——_ INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE

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

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

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

                  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

         

 

 

 

 

 

 

   
     

 

 

 

 

 

 

 

 

 

   

            

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

       

 
 

 

 

 

 

 

 

 

 

  
  

 

 

 

 

 

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COMPLETELY IN THE SITE TO
ALLOW ENTERING CAR TO GIVE
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SITE PLAN — DRIVEWAY LEVELS B99 VEHICLE
Scale 1: 100 CLEARANCE OVER
= DRIVEWAY TRANSITIONS. , : .
; S A. B99 VEHICLE CLEARANCE ADDED. 17.04.19.
CONTRACTOR TO LOCATE ALL SERVICES PRIOR TO MAXIMUM CROSS-FALL OF 1 in 40 ON ALL 2 ROLL OVER HIGH Revision | Description Date
COMMENCING WORKS ON SITE. ALL SERVICES ARE FOOTPATHS AND INTERNAL PEDESTRIAN - {| POINT OF DRIVEWAY Issue:
TO BE PROTECTED IN ACCORDANCE WITH THE PATHS AND RAMPS eI TO REACH RL 2.70 FOR APPROVAL
AUTHORITY RESPONSIBLE FOR THE SERVICE GYMPIE ~\ © ee DRAIN. NATURAL 3.00
CE SURF ACE. "
CONTRACTOR TO REPAIR/REINSTATE ANY . |
SCOR TOPS AND TR aNY DAMAGED AREAS OF EXISTING FOOTPATHS, 0-87 200 D0 Nol SCALE FROM THIS DRAWING
KERB & CHANNELS TO COUNCIL STANDARDS ee oo NA XV ee A — ; < ‘ : ;
DISTURBED OR DAMAGED AREAS OF THE ROAD Ss 4 a Ss soviet aa tl eb eto cd wt
RESERVE ADJACENT THE CONSTRUCTION SITE 3g 100 —— 4.00 S
NEW KERB & CHANNEL TO BE IN ACCORDANCE & —- SUREACE. a a gn Unit 1/11 Project Ave,
WITH IPWEA STANDARD Drg. SEQ-R-080 & wi _ rom Noosa Heads
COUNCIL STANDARD DETAILS 0.00 Eee 0.00 < ) SCG Ph (07) 5455 5604
—_ e email:[email protected]
1.00 : Nes webiw Scorengineers.com
Title:
PROPOSED LEVEL 3 S g 8 B s g 8 ig R OPERATIONAL WORKS:
~ — — Ni N “Ni “Ni — So iS °
- - - L - - - - - _ DRIVEWAY LEVELS & SECTIONS
CHAINAGE — a iB te S a s nm S a is
a Ss 5 S N 6 ad i a “ Project
Lot 1 on RP66483 & RP70165
Gympie Tce, NOOSAVILLE
DRIVEWAY LONG SECTION A-A ymple ice,
Scale 1: 200 Date: April 19 Drawn CK Design 1H
0 1 2 3 4 5 Checked: Drg No. Rev.
nunun—1L_#——7__im1:100 @ Al} REQ 5835
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