Civil Plans SCG 31030-OPW Issue 1-2022.11.15 · OPW22/0319

 

 

DRAWING SIZE — Al

 

HEIGHT DATUM

Lot 1 & 2 on RP 73072
Level Datum AHD
Level Origin PM 18416, RL 9.967m

Survey information provided by Max
Watterson & Associates

 

 

 

SE =

PROVIDE SMOOTH JOINT BETWEEN NEW
DRIVEWAY AND EXISTING FOOTPATH (NO

TRIP HAZZARD). MAX 1 in 40 CROSS FALL

IN FOOTPATH WHERE TRAVERSES THE

DRIVEWAY. REFER COUNCIL STANDARD DRG.
RS-065

 
  

   
 
 
    

DRIVEWAY CROSSOVER GENERALLY IN
ACCORDANCE WITH IPWEA STD DRG RS-051
AND COUNCIL REQUIREMENTS. LEVELS AS

NOTED

=»

DRIVEWAYS FALL AWAY FROM
GRATED DRAINS TOWARDS
DRIVEWAY INVERT LINES

 

 

 

 

 

 

 

 

 

EXISTING CROSSOVER TO BE REMOVED,
REINSTATE TYPE B1 KERB & CHANNEL
IN ACCORDANCE WITH COUNCIL
STANDARD DRAWING RS-080, MAINTAIN
EXISTING SURFACE GRADES.

MINOR RESHAPING TO EX. GROUND
LEVELS IN ROAD RESERVE FOR NEW
DRIVEWAY. ENSURE MIN. COVER TO
SERVICES ARE MAINTAINED AND

RE-TURF.

LEGEND

_---77 INDICATES PROPOSED SURFACE

43077

5.0% 5
4480

x

SURFACE LEVELS

f
Sale

CONTOURS AND LEVELS TO AHD.

INDICATES FINISHED SURFACE GRADE

EXISTING SURFACE SPOT LEVELS.

INDICATES PROPOSED FINISHED

INDICATES DIRECTION OF FALL
TO FINISHED SURFACE.

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 DETAILS

DENOTES DANLEY JOINT TO DETAIL

TERRACE SLAB. REFER TO STRUCTURAL
DETAILS FOR THICKNESS AND

REINFORCING.

DRIVEWAY SLAB/PAVEMENT. REFER TO
NOTES AND DETAILS FOR THICKNESS AND

REINFORCING.

— —— 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/eEx
AS NOTED

INDICATES STORMWATER DRAIN EXISTING

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

+ 3
| 13.942 °
| : __ CPt ; 2 7
Ee AA / “Om
CP2 >
LJ | 13.796 q / 2
= | / 13.8047 /
= J / &
a / °
2 | FFL 13.75 | f - aI |
© ‘ | / x = |
\ / H
& zB / FFL 14.600
= | /
a LA. FAL = (
= Ee ! ‘ \ 2
VS 13.729 a \ sy 14.574
+ __. S| Zl \
1 al
| KK BIOb-eR =| 2
FA HA oo | ‘ *
/ a : A > \ ]
ae
uo \
/ =| sy» 14.975 *
FFL 13.75 /) 13686)/| 8 1 /— Y
+ / =| | | S
+ / 13.594 ‘ | | BT eo 2
~ WATER RE-USE FFL 15.000
a Pl in K! 5} |
. fe 12712] Je wh tei). ‘ 4 Bi LLLLL, - 6
2 die § \ Ee cpr 413.448 2 Z mW
a Va b &§|! 4fgobc=cTI = — DRIVEWAY INVERT LINE <=, —~ ~~~ es, =e ot mle === ——————_ F] a
aN » §) fee ee == a Bl ts a oe
g iS can ee ee de et SOEEL |
= | a -fizgo|-y <e 13,295 fay, Ua MOTE
| | Sh a a, , FFL 15.000
+ te : \ Tie008) | 2
4) A ; ~ [esi 14.977 L
Lit FFL 14.68 / |
Y 14.375 IPs SY 2
+ . ) _ an /
+ 4 \ 7A = yo
e Ls ‘ A = / |
\ = EK 7 wa
a + [14.65 ee ON A io OY <
Ss ' 1.6 9 \ S JL
© __ eo <A IS Y 15.176
o { Ww | x oy :
2 of = g I
+ = Y See & [
25 EAS aH 1% /
| Y SE | | All FFL 15.200 2
J | | \ V4
+ / J 7s —H14.807 —— |
FFL 14.68 14 | a 14.883 a
Y ee] LAA AAA AY) -
© VIS LLLLL.. 4.792 a x, ew m= RW ee RW ee RW ee RW |
L CPI ° cer
+ %, =| NZ RW. _J &%
Lu To ~ a) ]
z ~ > 15.240
MN
ota
B45

 

www.dialbeforeyoudig.com.au

SA DIAL 1100

Jy BEFORE YOU DIG

 

  

 

 

 

SITE PLAN — DRIVEWAY & ACCESS

Scale 1: 150

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

 

 

CONTRACTOR TO TOPSOIL AND TURF ANY
DISTURBED OR DAMAGED AREAS OF THE ROAD
RESERVE ADJACENT THE CONSTRUCTION SITE

 

 

 

 

 

NEW KERB & CHANNEL TO BE IN ACCORDANCE

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

 

 

 

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

 

 

 

KE

EX. SWPT EXISTING STORMWATER PIT

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):
FOOTPATHS:

125mm U.N.O.
125mm _U.N.O.

 

 

3. CONCRETE IN ACCORDANCE WITH AS360 AND AS1379
AND MINIMUM STRENGTHS AS FOLLOWS:

 

 

PAVEMENT (VEHICLES):
FOOTPATHS:

32 MPa
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./K.D.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

 

 

TOOLED JOINTS TO BE CUT INTO
POURED SLAB, MAX 3.0m SPACINGS
REFER SCG ENGINEERS FOR GUIDANCE

 

 

 

 

 

 

 

 

 

 

—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

 

RC. HW. — REINFORCED CONCRETE HEADWALL
EX. SMH — EXISTING SEWER MANHOLE
E.0.B. EXISTING EDGE OF BITUMEN
K &C EXISTING KERB & CHANNEL
NSLL. NATURAL SURFACE LEVEL
FH. FIRE HYDRANT
TP TELSTRA/NBN PIT
EP. ELECTRICAL POWER POLE
ET. ELECTRICAL TRANSFORMER
WM. WATER METER
KERB EXISTING KERBING
&
Ss
DEPTH
DETERMINED
ON-SITE
PAVEMENT MATERIALS:
0 2 4 6 8 10

10.06.16

Rev

SUBGRADE PREPERATION, REFER
GENERAL NOTES

 

 

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.

 

Us

DEBUILD T/A,

Unit 1/11 Project Ave,
Noosa Heads

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

web:www.scg-engineers.com
ABN 40 098 481 899

CG

 

Title:

DRIVEWAY & ACCESS PLAN

 

Project

29-27 TOOLAR St,

 

 

 

 

 

TEWANTIN
Daten oy, n Drawngp Designgn
Checked: Drg No. Rev
Freon |) |O1OSO-OW3.1}