Scg 0111 - Cd - 09.07.2024

 

DRAWING SIZE — Al

 

 

LOT 89 ON RP 81810
Level Datum AHD
Level Origin PM 44264

 

HEIGHT DATUM

Seaview Terrace, Sunshine Beach

 

 

LEGEND

_--7-77 INDICATES PROPOSED SURFACE

43.07

4\89

= [x =
0 [—

x | 29.740

RAMP. wx.

— Sw/EX

oe RW

CONTOURS AND LEVELS TO AHD.
EXISTING SURFACE SPOT LEVELS.

INDICATES FINISHED SURFACE GRADE

INDICATES DIRECTION OF FALL
TO FINISHED SPOON DRAINS.

INDICATES DIRECTION OF RAMP UP OR
DOWN AS INDICATED

INDICATES PROPOSED FINISHED
SURFACE LEVELS

FIELD INLETS OR JUNCTION BOX PRE-CAST
CONCRETE CAST-INTO PAVEMENT. REFER SW1.1
FOR FURTHER DETAILS.

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

DENOTES WET TOOLED JOINT TO TERRACE
SLAB, REFER TO DRG. OW4.3 DETAILS

DENOTES SAWN CUT DANLEY JOINT
REFER TO DRG. OW4.3 DETAILS

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

LANDSCAPING, REFER LANDSCAPE
ARCHITECT FOR DETAILS.

INDICATES DIRECTION OF RAMP UP OR
DOWN AS INDICATED

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

INDICATES POSITION OF RETAINING WALL
TO STRUCTURAL ENGINEERS DETAIL.

 

  

>

 

www.dialbeforeyoudig.com.au

SAY DIAL 1100

BEFORE YOU DIG

 

 

 

KEY

EX. SWPT EXISTING STORMWATER PIT
EX. SMH — EXISTING SEWER MANHOLE
EX. SCP EXISTING SEWER CONNECTION POINT

 

        
    
 

 

  

FOR STORMWATER PIT
DETAILS. REFER DRG
O111-SW1.1. TYPICAL

5

2.3
2b 235
2.388
nO *<

ao! 57
ie?

e

717 KOre

4x0

 

 

RESIDENTIAL

DEVELOPMENT

FFL: 23.750

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

24.1

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 TOPSOIL AND TURF ANY

DISTURBED OR DAMAGED AREAS OF THE ROAD

 

RESERVE ADJACENT THE CONSTRUCTION SITE

ALL LINE MARKING TO BE IN ACCORDANCE
WITH THE QUEENSLAND MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES & A.S 2890.1
PARKING FACILITIES PART 1: OFF-STREET CAR

PARKING

 

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

 

 

BUILDING OVER 'NG OVER

(SWP)

2g >>

sl?
2 <4
“a ave 7
ZO Ky
o> a
4d ¥
<a

 

DRIVEWAY CROSSOVER GENERALLY IN
ACCORDANCE WITH IPWEA STD DRG RS-049 &
RS-050 AND COUNCIL REQUIREMENTS. LEVELS
AS NOTED, REFER DRG OW4.2 FOR DETAILS.

 

DEMOLISH & REMOVE EXISTING
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.

 

 

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

 

CONTRACTOR TO REPAIR ADJACENT THE
CONSTRUCTION SITE KERB, FOOTPATH OR
ROAD RESERVE IF ANY DAMAGE IS SUSTAINED
DURING CONSTRUCTION. GRASSED AREAS ARE
TO BE RE TOP SOILED AND TURFED.

 

 

 

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

 

 

E.0.B. EXISTING EDGE OF BITUMEN
K&C EXISTING KERB & CHANNEL
N.S.L. NATURAL SURFACE LEVEL
FH. FIRE HYDRANT

TP TELSTRA PIT

EP. ELECTRICAL PILLAR

KERB
RCEW
S.V
W.M

 

 

<2. 25HE7 25

0

1:200 @ A3

1

EXISTING KERBING

REINFORCED CONCRETE END WALL
STOP VALVE

WATER METER

2 3 4 5

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 TO 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

 

 

 

 

 

 

 

 

A COUNCIL RFI 10.07.24

 

Revision Description Date

 

 

 

Issue:

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.

 

email:[email protected]

web:www.scg-engineers.com
ABN 68 689 675 790

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

SCG HOLDINGS PTY LTD Ti

 

Title:

DRIVEWAY & ACCESS PLAN

 

Project

31 SEAVIEW TCE,
SUNSHINE BEACH

 

Date: Drawn Design

JULY 24 TH

 

TH

 

Checked: Drg No.

jmeze O11 -Ow2.1) A