Approved Plans - MCU19-0030

       -

APPROVED PLANS
   MCU19/0030
 NOOSA COUNCIL
 15 AUGUST 2019
       -


[OCR of page images]
 

 

DRAWING SIZE - Al

LOTS 1 ON RP 66483 & Lot
It on RP 70165
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 WDE 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 10
INSIDE EDGE OF CURVE

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

KEY

EX. SWPT EXISTING STORMWATER PIT

RC. HW.
EX. SMH
EX. SCP
E.0.B.
K&C

 

APPROVED PLANS
MCU19/0030
NOOSA COUNCIL
15 AUGUST 2019

 

 

 

LEGEND

_--7-77 INDICATES PROPOSED SURFACE
4807 CONTOURS AND LEVELS TO AHD.
EXISTING SURFACE SPOT LEVELS.

INDICATES DIRECTION OF RAMP UP OR
DOWN AS INDICATED

4i8.0

INDICATES PROPOSED FINISHED
SURFACE LEVELS

GRATED DRAIN CAST-INTO PAVEMENT.
REFER SW1.1 FOR FURTHER DETAILS

DENOTES WET TOOLED JOINT TO TERRACE
SLAB, REFER TO DETAILS

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

INDICATES EXISTING SEWER LINE

INDICATES STORMWATER DRAIN EXISTING
AS NOTED

—— E ——_ INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE

— w————_ 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

REINFORCED CONCRETE HEADWALL
EXISTING SEWER MANHOLE

EXISTING SEWER CONNECTION POINT
EXISTING EDGE OF BITUMEN
EXISTING KERB & CHANNEL
NATURAL SURFACE LEVEL

FIRE HYDRANT

TELSTRA PIT

ELECTRICAL POWER POLE

EXISTING KERBING

a

Qn

SITE PLAN — DRIVEWAY LEVELS

Scale 1: 100

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

 

CONTRACTOR TO TOPSOIL AND TURF ANY
DISTURBED OR DAMAGED AREAS OF THE ROAD
RESERVE ADJACENT THE CONSTRUCTION SITE

 

 

765

76>

"8 KERB
NEW K.&C.

"OS

RELOCATED CARPARK

7, 7
99 NEW KC. %

 

Vw

Cr
EXITING CAR “= /

4,358

 

 

 

NEW K.&C,

 

 

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IS

 

 

 

 

 

 

 

 

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fenceline Ms

12

 

  
 
 

ROLL OVER THIS AREA.
ENSURE HIGH POINT RL
2.700 IS ACHIEVED.

 

 

123 / 225

u7 U2

[ / I

RESIDENTIAL
DEVELOPMENT.

GARAGE
FFL -0.300

 

 

 

 

 

TURN TABLE
BY OTHERS.

VISITORS

   
      
   
     

 

 

 

PROVIDE ELECTRONIC LIGHT
SIGNAL SYSTEM INDICATING TO
ENTERING CAR WHEN CAR |S
EXITING FROM BASEMENT.

 

 

EX. SGP 7 "8
"9 — on

— _ _ LE — |

EX. SCP

EX. SCP

fenceline

block wall2.8mhigh an /* SL 0 “% L / R.P. BOUNDARY

EX. SMH

 
  
 

  

MAXIMUM CROSS-FALL OF 1 in 40 ON ALL

FOOT-PATHS AND INTERNAL PEDESTRIAN
PATHS AND RAMPS

R.P. BOUNDARY

 

B99 VEHICLE
CLEARANCE OVER
DRIVEWAY TRANSITIONS.

ROLL OVER HIGH
POINT OF DRIVEWAY
TO REACH RL 2.70

 

 

  

 

GYMPIE

 

 

 

3.00

 

TCE

 

 

 

   

CONTRACTOR TO REPAIR/REINSTATE ANY
DAMAGED AREAS OF EXISTING FOOTPATHS,
KERB é& CHANNELS TO COUNCIL STANDARDS

 

 

 

 

NEW KERB & CHANNEL 10 BE IN ACCORDANCE
WITH IPWEA STANDARD Drg. SEQ-R-080 &
COUNCIL STANDARD DETAILS

Elevation

  

 

    
 
     
 

©

 

785

    
  
 

yo DRAIN.

PROPOSED
SURFACE

 
 
  

   

TAPER STOPPING BAY
BACK TO CROSSOVER
WIDTH.

PROVIDE 2.0m x 5.8m
STOPPING BAY CONTAINED
COMPLETELY IN THE SITE TO
ALLOW ENTERING CAR TO GIVE
WAY TO EXITING CAR.

 

 

A.

Bg9 VEHICLE CLEARANCE ADDED. 17.04.19.

 

Revision

 

Description Date

 

 

NATURAL

FOR APPROVAL

 

J SURFACE.

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.

 

Elevation

 

 

 

 

DEBUILD T/A

Nee

Unit 1/11 Project Ave,
Noosa Heads

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

web:www.scg-engineers.com
‘ABN 40 098401 899

) sce

 

Title:

 

PROPOSED LEVEL —

1.58
177
2.28

 

 

 

 

 

 

2.66

 

 

2.55

 

2.04

1.45

0.85

0.25
-0,25

 

 

 

 

 

 

 

CHAINAGE —

02.50
07.50
10.00

05.00

 

12.50

 

15.00

 

OPERATIONAL WORKS:
DRIVEWAY LEVELS & SECTIONS

 

17.50
20.00
22.50
25.00

 

 

 

 

 

Project

 

DRIVEWAY LONG SECTION A-A

Scale 1: 200

Lot 1

on RP66483 & RP70165

Gympie Tce, NOOSAVILLE

 

Date:

April 19

Drawn

CK JH

Design

 

 

Checked:

1:200 @ A3

 

RPEQ 5835
S Richardson

Drg No. Rev.

28292-OWS.2 A.

 

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