Appendix C - SCG engineering plans - MCU19-0030

 

 

DRAWING SIZE — A2

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

GYMPIE TERRACE |
3.0m (W) L
EXITING CAR [ 4 .
77 AW Mad os del A
. . 2 Wn
‘59 /
"6 fb —
"* 08 6 if a u ‘9
° ‘a ‘e jl oy ENTERING CAR .
: ‘~ “ tw 1,358 {i /,
3 Ie a “ a. ; so ss Ms Hy ty f ° . .
% tye agg ~~ i = “Mt =a m A a
a a Yon w=
= = ‘8 * “2 > 56. \ |

 

 

 

 

 

 

 

 
 
  

ROLL OVER THIS AREA. 6
7 / ENSURE HIGH PONT RL TAPER STOPPING BBY
) 2.700 IS ACHIEVED. BACK TO CROSSOVER

 

 

 

 

‘Ley Pr

 

 

ALLOW ENTERING CAR TO GIVE
WAY TO EXITING CAR.

 

    

 

 

 

 

 

 

 

 

 

 

4
GARAGE /
FFL -0.300 - -
sy [ie 0.300 FR
TURN TABLE PROVIDE ELECTRONIC LIGHT
BY OTHERS. |-0.196 LY SIGNAL SYSTEM INDICATING TO
/ ENTERING CAR WHEN CAR IS
, EXITING FROM BASEMENT.
/
ep 765 / 163 /

x
Me 189

 

 

 

— SW/EX

block wal am igh “EX. SMH

S

ITE PLAN — DRIVEWAY LEVELS

J < f Be Py J 78 705
\ se /

Scale 1: 200

LEGEND

INDICATES PROPOSED SURFACE
CONTOURS AND LEVELS TO AHD.

EXISTING SURFACE SPOT 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

0 1 2 3 4 5 «| Checked: Drg No.
run #——7__ym1:100 @ A2_— = RPEQ 5835 28292 - C1

KEY CONSTRUCTION NOTES
GENERAL:
EX. SWPT EXISTING STORMWATER PIT 1. DO NOT SCALE FROM THIS DRAWING.
EX. SMH EXISTING SEWER MANHOLE 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
3600

AS

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

 

Issue: FOR APPROVAL

 

ABN 40 098 481 899

DEBUILD TA,

email:[email protected]
web:www.scg-engineers.com

GAN Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604

 

Title: SITE SILT AND SEDIMENT
CONTROL PLAN

 

Project 217-219 GYMPIE TCE
NOOSAVILLE

 

 

Date: Jan 2019 Drawn: CK Design: TH
p

 

S Richardson

 

 

 

Rev.