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

Survey information provided by | !
Max Watterson & Associates

 

 

 

LEGEND

_---77 INDICATES PROPOSED SURFACE
\g.07 CONTOURS AND LEVELS TO AHD.

+180 EXISTING SURFACE SPOT LEVELS.

5.0% > INDICATES FINISHED SURFACE GRADE
(SWP) FIELD INLETS OR JUNCTION BOX PRE-CAST

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

EB WwW

GD—xxx GRATED DRAIN CAST-INTO PAVEMENT.

(Cry )«~—CREFER ORG SWI.1 FOR FURTHER DETAILS
C4 DRIVEWAY SLAB/PAVEMENT. REFER TO
NOTES AND DETAILS ON DRG. OW4.3 FOR
THICKNESS AND REINFORCING.
Co LANDSCAPING, REFER LANDSCAPE
ARCHITECT FOR DETAILS.

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

— E —— INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE

INDICATES EXISTING SEWER LINE

— w—— 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

—— Sw/ex INDICATES STORMWATER DRAIN EXISTING
AS NOTED

INDICATES POSITION OF RETAINING WALL
TO STRUCTURAL ENGINEERS DETAIL.

wee RV

 

www.dialbeforeyoudig.com.au

SA DIAL 1100

yy BEFORE YOU DIG

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

KE
EX. SWPT EXISTING STORMWATER PIT
EX. SMH — EXISTING SEWER MANHOLE
EX. SCP EXISTING SEWER CONNECTION POINT
E.0.B. EXISTING EDGE OF BITUMEN
K&C EXISTING KERB & CHANNEL
NS.L. NATURAL SURFACE LEVEL

FH. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL PILLAR

KERB EXISTING KERBING

RCEW REINFORCED CONCRETE END WALL
SV STOP VALVE

W.M WATER METER

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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C] \ NN
C]
) \ \
| i 4
=  — ee |
Lo =a _
| pT \ s
| \ \
i \_ Pe IN nn anna = ------+
1 ~~]
7 |
p--~~ :
a ~>=~~_____ pRIVEWAY |
|e ~ REFER Drg. OW4.1 &
OW4.2 FOR DETAILS. |
SS N\ ——
\_ a
| BO 8 nx ———————aEaEEE
a ae Xs,
jay N a c Ll |
—— : J 1 ml
\ ha ——— WM
@ a = D)
—_—_@——
- c - [.P \+
| —
~~ K KK XK XK XK Ae en MDE FOOTPATH SD 1 ———
[|_J ¢ 43 —_ aK sux
xP i 2) Ne wanna = A a oar
I a, SN A Ot oe —-————Age qp— —— ——— — AB
. R12-14A(L) A: EX SWPT ‘ al

PROPOSED DRIVEWAY (ACCESS)
LOCATION INDICATED BY
HATCHING. REFER DRG. OW4.1 &
OW4.2 FOR DETAILS

   

GYMPIE

 

ONLY
LEFT TURN ONLY ON

LEFT SIDE OF DRIVEWAY.
FACING NORTH

 

 

 

 

 

TERRACE

 

 

R2-6A(R)

OPPOSITE SIDE OF ROAD
FOR EXITING VEHICLES
FACING NORTH.

NO
RIGHT
TURN

 

 

 

 

NO RIGHT TURN ON a

SITE PLAN — PROPOSED SIGNAGE 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

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

 

 

 

5 Checked: Drg No. Re
1:100 @ Al g
mann 1200 @ AB ; & Richardson 52225-OW6.1)

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 10 BE REFERRED 10 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 1504, PLACED CENTRAL
SLAB DEPTH.

6. MAX. 1 in 40 CROSSFALL (ACCROSS) ON FOOTPATHS.
7. EXPANSION JOINTS AS NOTED (T.J.) ON PLANS TO 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

 

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,
F Noosa Heads
Ph (07) 5455 5604

DEBUILD T/A

 

Title:

SIGNAGE PLAN

 

 

 

 

Project
130-152 Gympie Tce,
Noosaville

Date: Sept 22 Drawn 1H Design H