SCG 30249-C Issue 1 01.07.2021

 

 

DRAWING SIZE - Al

HEIGHT DATUM

LOT 4 ON RP 74098
Level Datum AHD

= SSS

Level Origin PM 77202, RL 1.09

Survey information provided by
MAX WATTERSON & ASSOCIATES

4189

RAMP. sx.

x

— sw/ex

LEGEND

EXISTING SURFACE SPOT LEVELS.

INDICATES DIRECTION OF RAMP UP OR
DOWN AS INDICATED

INDICATES PROPOSED FINISHED
SURFACE LEVELS

GRATED DRAIN CAST-INTO PAVEMENT.
REFER HYDRAULICS DESIGN FOR FURTHER
DETAILS

DENOTES WET TOOLED JOINT TO TERRACE
SLAB, REFER TO DETAILS

DENOTES SAWN CUT DANLEY JOINT TO
DETAIL

TERRACE SLAB. REFER TO STRUCTURAL
DETAILS FOR THICKNESS AND
REINFORCING.

DRIVEWAY SLAB/PAVEMENT. REFER 0
NOTES AND DETAILS FOR THICKNESS AND
REINFORCING.

INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE

INDICATES EXISTING SEWER 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 EXISTING
AS NOTED

 

www.dialbeforeyoudig.com.au

DIAL1100

 

BEFORE YOU DIG

 

 

PROPOSED CONCRETE BUND TO MATCH
EXISTING STREET FRONTAGE TO
PREVENT SCRAPING OF VEHICLES. N\

-

NOMINAL
KERB LINE

1.5m (Min) @ 1 in 8 SLAB MESH

   

 

100

 

    
 
   

MIDDLE

 

 

 
   

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SAW CUT AND
BREAKOUT
BACK OF KERB

rT ,-t-
: Hf
4 \ comet
. 50mm COMPACTED —_sOINT.

SAND BED

RESIDENTIAL CROSSOVER — STAND-UP KERB

R.P_ BOUNDARY

 

 

 

165

 

NOMINAL KERB

 

 

 

 

GARAGE
FFL 1.80

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SETOUT UNE ~!
40 | _M0
R200 —~L
|
| 4a
PAVEMENT LEVEL i/ « 8
‘ fe 44 a Saal : | 5
: - “| 4q4¢ 2
‘ 4 4 « | ~
300/450 | 150

 

 

 

SECTION ~ STAND-UP KERB & CHANNEL

(TYPE B1 KERB é& CHANNEL IN ACCORDANCE
WITH COUNCIL STD DRG. RS-080)

EXISTING
DRIVEWAY.

 

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3,6m=¢W) AT BOUNDARY
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4.6m (W) AT FLARES

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R.P BOUNDARY

SITE PLAN — DRIVEWAY & CROSSOVER PLAN

Scale 1: 100

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

 

 

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

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

 

 

MAXIMUM CROSS-FALL OF 1 in 40 ON ALL
FOOT-PATHS AND INTERNAL PEDESTRIAN
PATHS AND RAMPS

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

 

 

 

 

DRIVEWAY SLAB

 

125mm_ THK WET TOOLED E
SL82 MESH CONTROL JOINT. €
40mm TOP COVER / ag

CONTROLLED FIT

CONTROLLED FILDX</
“S—LOWER SLAB MESH TO MAINTAIN
40mm TOP COVER CUT EVERY
SECOND WIRE 50mm CLEAR
ALONG LINE OF JOINT

TJ) TOOLED JOINT RESIDENTIAL

     
 
 

    
 

 

NEW K.&C.

 

 

 

 

 

 

 

 

 

 

 

  

3
ft

KEY

EX. SWPT EXISTING STORMWATER PIT

RC. HW. — REINFORCED CONCRETE HEADWALL
EX. SMH — EXISTING SEWER MANHOLE

EX. SCP EXISTING SEWER CONNECTION POINT
E.0.B. EXISTING EDGE OF BITUMEN

K&Ce EXISTING KERB & CHANNEL

N.S.L. NATURAL SURFACE LEVEL

FH. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL POWER POLE

KERB EXISTING KERBING

EXISTING CROSSOVER TO
REMAIN FOR NEW BOAT
SHED.

DRIVEWAY CROSSOVER GENERALLY IN
ACCORDANCE WITH IPWEA STD DRG RS—-049 &

R-050 AND COUNCIL REQUIREMENTS. LEVELS
AS NOTED

 

SEEK COUNCIL APPROVAL FOR
NON-COMPLYING DRIVEWAY, DIMENSIONS.
& LEVELS AS NOTED.

PROPOSED CONCRETE BUND TO MATCH
EXISTING STREET FRONTAGE TO
PREVENT SCRAPING OF VEHICLES.
100mm GAP FOR STORMWATER FLOWS.
REFER DETAIL.

DEMOLISH & REMOVE EXISTING
CROSSOVER AND RE-CONSTRUCT
STANDUP (TYPE B1) KERB & RE TURF
ROAD RESERVE TO LOCAL AUTHORITY
STANDARDS & DETAILS. MAINTAIN
POSITIVE FALLS ALONG NEW KERB &
CHANNEL FOR STORMWATER FLOWS.
TYPICAL ALL LOCATIONS.

a
8
SUBGRADE PREPERATION, REFER
GENERAL NOTES
DEPTH
DETERMINED
ON-SITE

PAVEMENT MATERIALS:
—125mm N32 CONCRETE PAVEMENT, SL82 MESH MIDDLE
-100 THK COMPACTED BASE COURSE SAND OR CRUSHER DUST

—SUB-GRADE PREPERATION IN ACCORDANCE WITH SPECIFICATIONS /NOTES

DRIVEWAY CARPARK PAVEMENT SECTION

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 10

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.

 

DEBUILD T/A

C) Ste

Unit 1/11 Project Ave,
Noosa Heads

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

web:www.scg-engineers.com
‘ABN 300098481 699

 

Title:

DRIVEWAY PLAN

 

Project

Tewantin

19 Hilton Esplanade

 

Date: Drawn Design

June 21 TH TH

 

 

 

 

 

; Checked: Drg No. Rev
| Fated |’ |S0249-OW1.1) -