SCG 32225-CD Issue 2-13.02.2023

 

 

DRAWING SIZE — At

 

Level Datum AHD

 

HEIGHT DATUM
LOT 2 & 3 ON MCH3881

Level Origin PM 105735, RL 4.577 I
Gympie Tce, Noosaville

Survey information provided by | !
Max Watterson & Associates

 

 

48.077
+180
5.0% >
Fal
RAMP. ww

x | 29.740

(SWP)

GD-xxx

RAMP. wx.

— sw/ex

wee RV

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.

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

SLAB POUR BREAK CONTROL JOINT,
REFER DRG. OW4.3 FOR 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

SA DIAL 1100

yy BEFORE YOU DIG

 

 

 

SAWCUT EXISTING FOOTPATH AND |SMOOTH
TRANSITION TO NEW FOOTPATH, ND STEP,
EXTEND NEW FOOTPATH CONCRETE 100mm
UNDER CUT EDGE OF EXISTING FODTPATH.

TYPICAL

DEMOLISH & REMOVE EXISTING
DRIVEWAY CROSSOVER AND

 

 

 

 

 

 

 

 

   

~~ CHAPLAIN: PARK

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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.

 

 

 

 

GYMPIE

DRIVEWAY CROSSOVER (SHOWN HATCHED) 10
BE GENERALLY IN ACCORDANCE WITH IPWEA

STD DRG RS-051 (GENERAL WIDE) AND
COUNCIL REQUIREMENTS. LEVELS AS NOTED.

 

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

 

SITE PLAN — DRIVEWAY & CROSSOVER PLAN

Scale 1: 200

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

MAXIMUM CROSS-FALL OF 1 in 40 ON ALL

FOOT-PATHS AND INTERNAL PEDESTRIAN
PATHS AND RAMPS

  
   
 

 

 

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

CONTRACTOR TO REPAIR ADJACENT THE
CONSTRUCTION SITE KERB, FOOTPATH OR
ROAD RESERVE IF ANY DAMAGE IS SUSTAINED

 

 

TO BE RE TOP SOILED AND TURFED.

To
—_
ee
EX. SMH Venting
ja--———_
oO
0 ia po = [1 oe
H 12) LI [|| _ Poot |
H oO
| Sencnan, sn As
' == (SWP) ig = (SWP) (SWP) 5
SWP |
E 3 ( ) _
¢* (SW) (SWP)
—=
| AIR \ yi |
i ‘ |
oe
GROUND GROUND GROUND
FFL 2.700 FFL 2.700 FFL 2.700
| \ !
gt oy LE PSA —
Ss sk — JL |
oo r |
J SYP) \ | RESIDENTIAL | ESIDENTIAL (SwP) !
Ed | |
4" || 00 | DEVELOPMENT.) 8) 8 | wo) | DEVELOPMENT.) oo || *
FOR STORMWATER PIT
DETAILS. REFER DRG =) —— — Sf = — —=\
32225-SWI.1. TYPICAL — Ke
oo 0 ‘4
Oo 7 :
oO | —l B “o
aq : ; \
-F o pj ji __} _f
€ 5 GARAGE [ SARAGE | GARAGE GARAGE
o ; » FL 2. \ FFL 2.200 FFL 2.200 |
Oo ~~ 3 L- \ ! PROPOSED UNDERGROUND
jo . 4 | TRAFFICABLE WATER TANKS, REFER
@ 0 670m satin] fl ss70m serin_ on DRG. 32225-SWI.1 FOR DETAILS
pony CE 2.4000 I) is i >
# | {i WATER | —~]-S. WATER | |} | water | | 4
r TANK “P TANK) -~--bes—-f @) TANK | Lg
N i. H €
eS \ NS ke | j
a i 8 = l
| N
"
wus" ;
E E L—— F ——— NEW 1.8m p—+FH |
_-|----—--— 9 XX = 1.8m WIDE FOOTPATH “2-s2=22=-2=-==—
af re 2. >
oe pe Oe we a-ak
CG yo le eee eee RCL
Ay
NEW K & C I LINE MARKING
Ae poo 8 LXE
7.0m_AT FLARES , au

 

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.

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

 

DURING CONSTRUCTION. GRASSED AREAS ARE

 

 

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

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

 

 

 

 

 

 

 

 

A COUNCIL RFI

27.02.23

 

Revision | Description

 

 

Date

 

“FOR APPROVAL

 

drawings are copyright and are not to be used or reproduced
the written permission of SCG Consulting Engineers.

DO NOT SCALE FROM THIS DRAWING

The design and associated details contained on this and associated

without

 

C) St

DEBUILD T/A

ABN 40 098 481 899

Unit 1/11 Project Ave,
Noosa Heads

Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com

 

Title:

DRIVEWAY & ACCESS PLAN

 

 

 

 

 

 

Project
130-152 Gympie Tce,
Noosaville
Date: Sept 22 Drawn 1H Design H
10 . Checked: Drg No. Rev.
et -—1 1:200 @ Al |
400 @ A3 : 8 Richordson 52225-0W4.1 A.