RFI - SCG 32225-CD Issue 2-13.02.2023

 

 

DRAWING SIZE — At

 

 

HEIGHT DATUM

LOT 2 & 3 ON MCH3881
Level Datum AHD

Level Origin PM 105735, RL 4.577 I
Gympie Tce, Noosaville Ny
Survey information provided by | /
Max Watterson & Associates

 

 

LEGEND

_--777 INDICATES PROPOSED SURFACE

RAMP. ~x.

—— 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 DRG.

SW1.1 FOR FURTHER DETAILS.

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

DENOTES WET TOOLED JOINT TO TERRACE
SLAB, 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.

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

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

SS DIAL 1100

BEFORE YOU DIG

 

 

 

    
 
   
 

FOR STORMWATER PIT
DETAILS. REFER DRG —
32225-SW1.1. TYPICAL

STEP.

 

NEW FOOTPATH TO MAINTAIN
A SMOOTH TRANSITION TO
NEW DRIVEWAY EDGE, NO

 

 

 

 

~~ CHAPLAIN: PARK

 

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|
¢ (SWP)
l
. , \ “TSN \ N . |
= | \ |
ae d |
| GROUND ROUND = Ly GROUND GROUND
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tof \ | |
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o FFL 2.200 \h XO FFL 2.200 FFL 2.200 FFL 2.200 |
o an Ls XS | PROPOSED UNDERGROUND
{a | TRAFFICABLE WATER TANKS, REFER
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DRIVEWAY CROSSOVER (SHOWN HATCHED) TO
BE GENERALLY IN ACCORDANCE WITH IPWEA
STD DRG RS-051 (GENERAL WIDE) AND
COUNCIL REQUIREMENTS. LEVELS AS NOTED.

 

 

 

 

 

 

 

 

 

 

 

 

ce pb LINE MARKING \

 

 

   

 

     
 

GYMPIE TERRACE

NEW CONCRETE FOOTPATH/PAVED
AREAS SHOWN SHADED TO COUNCIL
|___ STANDARDS (IPWEA Drg SEQ R-065),
MAX TOOL JOINT SPACINGS AT 2.0m
CTRS, REFER LANDSCAPE ARCHITECTS
PLAN FOR SURFACE TREATMENTS

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
AS REQUIRED AND REINSTATED TO
MATCH EXISTING.

SITE PLAN — DRIVEWAY LEVELS & LINE MARKING

Scale 1: 200

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

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 TOPSOIL AND TURF ANY

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

 

 

 

 

CONTRACTOR TO REPAIR/REINSTATE ANY

NEW KERB & CHANNEL TO BE IN ACCORDANCE
DAMAGED AREAS OF EXISTING FOOTPATHS,
KERB & CHANNELS TO COUNCIL STANDARDS

WITH NOOSA SHIRE COUNCIL STANDARD Drg.
RS-080 & COUNCIL STANDARD DETAILS

 

 

 

 

KE
EX. SWPT
EX. SMH
EX. SCP
E.0.B.
K&Cc
NS.L.
FH.
TP
EP.
KERB
RCEW
SV
W.M

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

FIRE HYDRANT

TELSTRA PIT

ELECTRICAL PILLAR

EXISTING KERBING

REINFORCED CONCRETE END WALL
STOP VALVE

WATER METER

10 . Checked: Drg No. Rev
1:200 @ Al sg
me 15200 @ AS | SRthorson | | O2225-OW4.2 A.

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

 

 

 

 

 

 

 

 

A COUNCIL RFI 27.02.23

 

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.

 

email:[email protected]

web:www.scg-engineers.com
ABN 40 098 481 299

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

DEBUILD T/A

 

Title:

DRIVEWAY LEVELS

 

 

 

 

Project
130-152 Gympie Tce,
Noosaville

Date: Sept 22 Drawn 1H Design H