Revised Engineering Plans · MCU24/0120

 

 

DRAWING SIZE — At

 

HEIGHT DATUM

LOT 320 ON P 93113
Level Datum AHD
Avocet Parade, Peregian Beach

Survey information provided by
AXIS SURVEYS

=

2

 

 

 

LEGEND

_--777 INDICATES PROPOSED SURFACE

49.0 CONTOURS AND LEVELS TO AHD.
4180 EXISTING SURFACE SPOT LEVELS.
50% » INDICATES FINISHED SURFACE GRADE
FA, INDICATES DIRECTION OF FALL
_\ TO FINISHED SPOON DRAINS.
x [29.740 INDICATES PROPOSED FINISHED
SURFACE LEVELS
(SWP) FIELD INLETS OR JUNCTION BOX PRE-CAST
5 x CONCRETE CAST-INTO PAVEMENT, REFER SWI.1
FOR FURTHER DETAILS.
GD—xxx GRATED DRAIN CAST-INTO PAVEMENT.
(MMT «S—SREFER SWI.1 FOR FURTHER DETAILS
— () DENOTES WET TOOLED JOINT TO TERRACE
SLAB, REFER TO DRG. OW4.2 DETAILS
CD) DENOTES SAWN CUT DANLEY JOINT
REFER TO DRG. OW4.2 DETAILS
TERRACE SLAB. REFER TO STRUCTURAL
DETAILS FOR THICKNESS AND

REINFORCING.

DRIVEWAY SLAB/PAVEMENT. REFER TO
NOTES AND DETAILS ON DRG. OW4.2 FOR
THICKNESS AND REINFORCING.

LANDSCAPING, REFER LANDSCAPE
ARCHITECT FOR DETAILS.

PERMEABLE DRIVEWAY PAVEMENT. REFER 10
ARCHITECTS DETAILS FOR PAVEMENT TYPE.

INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE

INDICATES EXISTING SEWER LINE

INDICATES WATER MAIN APPROX
—_ w————— ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS

INDICATES TELSTRA LINE APPROX
—T ——_ ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS

INDICATES STORMWATER DRAIN EXISTING
— swex AS NOTED

INDICATES POSITION OF RETAINING WALL
TO STRUCTURAL ENGINEERS DETAIL.

oe RW

 

www.dialbeforeyoudig.com.au

SA DIAL 1100

yy BEFORE YOU DIG

 

  

 

 

 

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NEW TYPE Bl BARRIER KERB AS

PER NOOSA COUNCIL STD DETAIL

IPWEA RS-080. MAINTAIN

EXISTING SURFACE GRADES AND |

ENSURE SMOOTH TRANSITIONS.

REFER 0336-OW4.2 FOR DETAILS

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13.43

 
     
   

  

DRIVEWAY CROSSOVER GENERALLY IN
ACCORDANCE WITH COUNCIL STD

DETAIL IPWEA STD DRG. RS-049 AND
RS-050 AND COUNCIL REQUIREMENTS.

 
 

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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

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SITE PLAN — DRIVEWA

Scale 1: 100

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

 

 

 

Y & CROSSOVER PLAN

CONTRACTOR TO REPAIR ADJACENT THE
CONSTRUCTION SITE KERB, FOOTPATH OR
ROAD RESERVE IF ANY DAMAGE IS SUSTAINED
DURING CONSTRUCTION. GRASSED AREAS ARE
TO BE RE TOP SOILED AND TURFED.

 

CONTRACTOR TO REPAIR/REINSTATE ANY

DAMAGED AREAS OF EXISTING FOOTPATHS,
KERB & CHANNELS TO COUNCIL STANDARDS

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

 

 

 

MAXIMUM CROSS-FALL OF 1 in 40 ON ALL
FOOT—PATHS AND INTERNAL PEDESTRIAN
PATHS AND RAMPS

 

 

 

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RESIDENTIAL . al .
DEVELOPMENT JL we ©
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"By 1a POOL : FOR STORMWATER PIT
f : eS DETAILS, REFER DRG
+ : SW1.1 & SW1.2
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2, I SWP »
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267°0' )
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\1.0m MIN. CLEARANCE ~ ”
BETWEEN EDGE OF DRIVEWAY
AND EXISTING POWER POLE. 444 EF E
\ 14 1052
Nz NEWK £1 Eage—ot Biturrien
Noi
N 10.547 NEW TYPE Bl BARRIER KERB AS
N\ PER NOOSA COUNCIL STD DETAIL
N\N IPWEA RS-080. MAINTAIN
N ~ ) ROCGROANCE WH ERUNC STD. IN EXISTING SURFACE GRADES AND
ENSURE SMOOTH TRANSITIONS.
DETAIL IPWEA STD DRG. RS—049 AND — 1065. _ _- — ~ 5 — d REFER 0336-OW4.2 FOR DETAILS
\ RS-050 AND COUNCIL REQUIREMENTS. J —St—C~S Crown of Roa
5
0 EX. SWPT ;
Da = 2G 11.92 11.61 11.64 Edge of Bitumen _10.25 ost
0 cw RRR 98 pop — 10.24
— 7 : SO oe ~ "110.38
/ 12.02 1p.
tea "4 EX. SMH x)
/ Sewer _M/H
JS RL 10.66

KE

EX. SWPT EXISTING STORMWATER PIT
EX. SWMH EXISTING STORMWATER MANHOLE

 

 

EX. SMH EXISTING SEWER MANHOLE

EX. SCP EXISTING SEWER CONNECTION POINT

E.0.B. EXISTING EDGE OF BITUMEN

K&C EXISTING KERB & CHANNEL

N.S.L. NATURAL SURFACE LEVEL

FH. FIRE HYDRANT

TP TELSTRA PIT

EP. ELECTRICAL PILLAR

KERB EXISTING KERBING

RCEW REINFORCED CONCRETE END WALL

S.V STOP VALVE

W.M WATER METER

A AMENDMENTS TO PLANS 11.11.24
Revision | Description Date
Iss

 

 

 

* 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.

 

Unit 1/11 Project Ave,
Noosa Heads

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

web:www.scg-engineers.com
ABN 68 659 675 790

O sts

aptgcompany

SCG HOLDINGS PTY LTD TiAl

 

Title:

DRIVEWAY & ACCESS PLAN

 

Project

3 AVOCET PARADE,
PEREGIAN BEACH

 

 

 

Date: Aug 2024 Drawn LR Design H
0 1 2 3 4 51-100 © At J Checked: Drg No. Rev.
MUU TL sg
"i200 43 || Hanger | 0336 -OW4.1) A