Approved Plans OPW19-0249 · OPW19/0249

Page 2

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  NOOSA COUNCIL
  APPROVED PLAN
OPW19/0249 5 DEC 2019


[OCR of page images]
 

 

DRAWING SIZE — A2

HEIGHT DATUM

\ LOT 76 ON RP 195806
Level Datum AHD
| Level Origin PSM49981, RL 2.206m

i Survey information provided by

N "Noose Cooloala Lond Surveys
Ply Ltd’

 

 

 

 

_---777 INDICATES EXISTING SURFACE
CONTOUR AND LEVEL TO AHO.
©

ip EXISTING SURFACE SPOT LEVELS.

125 THK. DRIVEWAY SLAB ON COMPACTED
MATERIAL, SLE MESH, TOP 40 COVER,
FLEXIBLE JOINT AGAINST.

MASONRY /CONCRETE.

 

(Td) DENOTES WET TOOLED JOINT TO TERRACE
~~ ~~ SLAB, REFER 10 DETALS

_(6:!)__eworEs FoRwED KEY JONT TO DRIVEWAY
‘SLAB, DETAIL TO DETAILS

 

 

ALL LINE MARKING TO BE {Nv ACCORDANCE
WTH_AS 1724 MANUAL OF UNIFCRM TRAFFIC
CONTROL DEVICES & AS 2890.1 PARKING

MAXMUM CROSS-FALL OF 1 io 40 ON ALL
FOOT-PATHS AND INTERNAL PEDESTRIAN
PATHS AND RAMPS

 

CONTRACTCR TO TOPSOIL AND TURF ANY
DISTURBED OR DAMAGED AREAS OF THE ROAD
RESERVE ADACENT THE COUSTRUCTION SITE

 

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

 

 

GENERAL:
1, DO NOT SCALE FROM THS DRAWING.
ML OMENSONS

f
STING OUT DRENSONS A To BC CETARED FROM THE ARCHTECTRA,

CANT DSREPROES EETEDN NESE RING NO TE ARCHTECURAL
DORAWHGS, ARE TO BE REFERRED TO THE ENGHEER MMEDIATELY

 

 

 

 

 

FAGIUTES PART 1; OFF-STREET CAR PARKING

 

KERB & CHANNEL 70 BE IN. ACCORDANCE]
‘WITH COUNCIL STANDARD DETALS

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Bey

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SITE_PLAN

Scale 1: 200

AY. CESS.

 

ALL SERVICES SHOWN ON THIS PLAN INDICATIVE
ONLY CONTRACTOR TO LOCATE ALL SERWCES
PRIOR TO COMMENCING WORKS ON SITE, ALL
SERVICES ARE TO BE PROTECTED
‘ACCORDANCE WITH THE AUTHORITY RESPONSIBLE

 

 

 

 

 

FOR THE SERVICE
INDICATES PROPOSED FINISHED
x SURFACE LEVELS "
www.dialbeforeyoudig.com.au
ett ATTY NOOSA COUNCIL

DIAL1100

BEFORE YOU DIG

 

 

 

 

APPROVED PLAN
OPW19/0249 5 DEC 2019

 

 

76

 

€X SHPT EXISTING STORMWATER PIT

RC. HW. REINFORCED CONCRETE HEADWALL
Ex. SMH EXISTING SEWER MANHOLE 1 Bota We Not DESH fot Coen Wo
EX, SWMH EXISTING STORMWATER MANHOLE
£0, EXISTING EDGE OF BITUMEN

K&C EXISTING KERB & CHANNEL 4, CONCRETE SURFACE TOERANCE +50nm OVER 30m
2 CONCRETE
oN NSL NATURAL SURFACE LEVEL & fanrrete oe As Su AAD Sa =
S FH, FIRE HYDRANT 5 ESO OTS 7B em HE HET TOLD MW EERY 2 SE
* 77 1P TELSTRA PIT WWE VT WOE
By \ RP195806 BP. ELECTRICAL POWER POLE 1. ONE ACCESS PUNT PERMITID FOR EACH ALLOTMENT.
os

 

‘SEEK COUNCIL. APPROVAL FOR
NON~COMPLYING DRIVEWAY, DIMENSIONS
& LEVELS AS NOTED.

DRIVEWAY SLAB.
125mm TK WET TOD
‘SLB2 MESH /OONTRCL ONT. FI

 

LE, li”

LOWER SLAB MESH TO MAINTAN
40mm TOP COVER CUT EVERY
SECOND WIRE SOmm CLEAR
ALONG LINE OF JONT

TJ) TOOLED JOINT RESIDENTIAL

RIG DOWELS,
50{0) CONNOLLY
KEY JOINT PROFLE, \

   
 

 

LET
step WES SOmm

FROM OiNT.

Ku) DANLEY KEY JOINT DETAIL

 

KERB EXISTING KERBING

5 THe MLORR 1S RESPORGELE FOR LOCATAG AL BASING SERWCES

KEY WTR 100 ADAGENT THE ALOTMENT AN SIAL ENSURE AT AL NEW
WORKS APE ACCORDANCE WTR THE ATTACHED CRTACAL DEPTH UE

ce

FOOTPATHS AND ORIVEAYS:

T DESINED
3. CRKRETE ORVEWAY TO BE 125m Tk. EXCLUDING ANT FRISHED
TREATMENTS, EG. STANPOG.

$F NED ONES, iM GUDES PLY TO RODE ENE OF
{DHL SERVES TO RELOCATED MN FROTECRD AS REQUIRED PRR 10
‘WORK COMMENCING

 

 

 

 

7 LA SUBGRALE PREPERATION, REFER
elk GENERAL NOTES

OEP
DETERMINED
PAVEMENT MATERIALS:
125mm N25 CONCRETE PAVEMENT & PRECAST-PAVERS, $L82 MESH MIDDLE
250 THK COMPACTED ROAD BASE
~SUB-GRADE PREPERATION IN ACCORDANCE WITH SPECIFICATIONS /OTES

DRIVEWAY CARPARK PAVEMENT SECTION

 

NOMMAL KERB
‘SETOUT LINE

   

PAVEMENT LEVEL

 

 

SECTION ~ LAYBACK KERB & CHANNEL

 

 

 

Revision | Description Bais

 

"sve" FOR APPROVAL

~ Unit 214 Project Ava.
Noosa Heads
Ph (07) 5455 5808

 

oat scning oy pte
Siebnonsayeigrects com

 

Tile OPERATIONAL WORKS:
DRIVEWAY & ACCESS

“promt 23MOSSMANCT
NOOSAVILLE

Date: Nov 2019

 

 

Drawn: CK Desig: TH

 

 

> ; | Checked
ni—7_#}-—-t__fmt: 200 @ A2

 

 

 

Dig No
29219-OW1.1_

RPEQ 5835
S Richardson