Engineering · OPW22/0295

 

LEGEND

--~~ INDICATES PROPOSED SURFACE
CONTOURS AND LEVELS TO AHD.

+ EXISTING SURFACE SPOT LEVELS.

INDICATES FINISHED SURFACE GRADE
INDICATES DIRECTION OF FALL

TO FINISHED SPOON DRAINS.

RAMP INDICATES DIRECTION OF RAMP UP OR
DOWN AS INDICATED

x | 29.740 INDICATES PROPOSED FINISHED
[29.740 SURFACE LEVELS

(SWP) FIELD INLETS OR JUNCTION BOX PRE-CAST

B Kl CONCRETE CAST-INTO PAVEMENT. REFER DRG.

SW1.1 FOR FURTHER DETAILS.

CD—xxx GRATED DRAIN CAST—INTO PAVEMENT.
tooo REFER DRG. SW1.1 FOR FURTHER

DETAILS
(T.J.) DENOTES WET TOOLED JOINT TO TERRACE

SLAB, REFER TO DRG. OW4.3 DETAILS

CL] DRIVEWAY SLAB/PAVEMENT. REFER TO
NOTES AND DETAILS ON DRG. OW4.3 FOR
THICKNESS AND REINFORCING.

C_] LANDSCAPING, REFER LANDSCAPE
ARCHITECT FOR DETAILS.

TERRACE SLAB. REFER TO STRUCTURAL
DETAILS FOR THICKNESS AND

REINFORCING.
RAMP. INDICATES DIRECTION OF RAMP UP OR
—=~- DOWN AS INDICATED

INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE

INDICATES EXISTING SEWER LINE

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

a INDICATES TELSTRA LINE APPROX

~~ CHAPLAIN: PARK

 

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oJ (SWP) —__ + __ a
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4 (SWP) | (SwP) (Swe)
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3 |
GROUND drouno ty GROUND GROUND
FFL 2.700 FFL 2.700 I FFL 2.700 FFL 2.700
| \ | |
— + . HL Boor SOM
1 I | I |
| | I
4 (sw) RESIDENTIAL | {| RESIDENTIAL (SWP :
= i! 00 | DEVELOPMENT.) OD ve! =! woo | DEVELOPMENT|‘ |
or \ l
| | (SWP) (SWP)
FOR STORMWATER PIT | IN ’ ;
DETAILS. REFER DRG — | |
— 2 \ |
32225-SWI.1. TYPICAL — East
on) i |
oOo je 7 _ { .
Oo | | — 2
f O I | 7
¢ 0 baRAGE Ippo 4
Oo GARAGE GARAGE GARAGE
oO FFL 2.200 js | FFL 2.200 FFL 2.200 FFL 2.200 |
o LS |
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ac} wy \ E
oO tk J int \ j
ae, ro
NEW FOOTPATH TO MAINTAIN ‘ OC 7 y= \ NN a a 4
A SMOOTH TRANSITION TO S. ) ae
NEW DRIVEWAY EDGE, NO pos S ——
STEP. : 1.807] fa.g7s 2.002
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rey lc uneWarnine —\
GYMPIE TERRACE

NEW CONCRETE FOOTPATH/PAVED
AREAS SHOWN SHADED TO COUNCIL

|___ STANDARDS (IPWEA Drg SEQ R-065),
MAX TOOL JOINT SPACINGS AT 2.0m

   
   

    
     

 

  

DRIVEWAY CROSSOVER (SHOWN HATCHED) TO
BE GENERALLY IN ACCORDANCE WITH IPWEA
STD DRG RS-051 (GENERAL WIDE) AND
COUNCIL REQUIREMENTS. LEVELS AS NOTED.

DRIVEWAY CROSSOVER AND
RE-CONSTRUCT NEW TYPE B1 BARRIER
KERB & CHANNEL AS PER NOOSA
COUNCIL STD DETAIL IPWEA RS-080.
MAINTAIN EXISTING SURFACE GRADES
AND ENSURE SMOOTH TRANSITIONS.

 

 

ROAD ASPHALT EDGE TO BE SAW CUT

ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS

CTRS, REFER LANDSCAPE ARCHITECTS
PLAN FOR SURFACE TREATMENTS

 

AS REQUIRED AND REINSTATED TO
MATCH EXISTING.

 

— sw/Ex ———— INDICATES STORMWATER DRAIN EXISTING
AS NOTED

INDICATES POSITION OF RETAINING WALL
TO STRUCTURAL ENGINEERS DETAIL.

 

www.dialbeforeyoudig.com.au

SS DIAL 1100

yy BEFORE YOU DIG

 

  

 

 

 

SITE PLAN — DRIVEWAY LEVELS & LINE MARKING

Scale 1: 200

ALL LINE MARKING TO BE IN ACCORDANCE MAXIMUM CROSS-FALL OF 1 in 40 ON ALL
WITH THE QUEENSLAND MANUAL OF UNIFORM FOOT—PATHS AND INTERNAL PEDESTRIAN
TRAFFIC CONTROL DEVICES & A.S 2890.1 PATHS AND RAMPS

PARKING FACILITIES PART 1: OFF-STREET CAR
PARKING

CONTRACTOR TO LOCATE ALL SERVICES PRIOR 10
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 CONTRACTOR TO REPAIR/REINSTATE ANY NEW KERB & CHANNEL TO BE IN ACCORDANCE
DAMAGED AREAS OF EXISTING FOOTPATHS, WITH NOOSA SHIRE COUNCIL STANDARD Drg.

KERB & CHANNELS TO COUNCIL STANDARDS RS-080 & COUNCIL STANDARD DETAILS

DISTURBED OR DAMAGED AREAS OF THE ROAD
RESERVE ADJACENT THE CONSTRUCTION SITE

  

 

 

 

x
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—<

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:

 

100mm _U.N.O.

 

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

 

 

PAVEMENT (VEHICLES): 32 MPa
FOOTPATHS:

25 MPa

 

 

4. CONCRETE SURFACE TOLERANCE +5.0mm OVER 3.0m
5. REINFORCEMENT FABRIC 10 AS 1304, PLACED CENTRAL

SLAB DEPTH.

6. MAX. 1 in 40 CROSSFALL (ACCROSS) ON FOOTPATHS.

7. EXPANSION JOINTS AS NOTED (T.J.) ON PLANS 10 BE
10mm WIDE WET TOOLED WITH EVERY 2ND MESH WIRE 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

 

 

Revision | Description Date

 

 

 

FOR APPROVAL

 

the written permission of SCG Consulting Engineers.

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

 

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

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

 

DRIVEWAY LEVELS

 

Project

130-152 Gympie Tce,
Noosaville

 

Drawn Design

Sept 22 TH

 

TH

 

Checked: Drg No.
Scherdson |! | O2220