Engineering Plans · MCU24/0120

 

 

DRAWING SIZE — At

 

LOT 320 ON P 93113
Level Datum AHD

AXIS SURVEYS

 

HEIGHT DATUM

Avocet Parade, Peregian Beach
Survey information provided by

=

2

 

 

— Sw/Ex

oe RW

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 PROPOSED FINISHED
SURFACE LEVELS

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 DRG. OW4.2 DETAILS

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
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

 

 

 

 

 
   
 

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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.

st!
ned

13.43

 
 

DRIVEWAY CROSSOVER GENERALLY IN
ACCORDANCE WITH COUNCIL STD

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

: ater |
@ Outlet IL 18.30
Q | oO
EX. SMH 2) | 2!
HS ON
awer M/H. 2 = \ ows |
- 13.6
oOo
ong i=
NEW KERB & CHANNEL,
REFER EXTERNAL WORKS
PLAN (0336-OW4.2) FOR
DETAILS |...
38
a “|
a |
soe |
Roofwater ®

Outlet IL 13.07

EX, SMH Ge)

Sewer M/H
RL 13.2

 
 

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Edge of

NEW K & C

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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 — DRIVEWAY & CROSSOVER PLAN

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

 

 

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
DURING CONSTRUCTION. GRASSED AREAS ARE
TO BE RE TOP SOILED AND TURFED.

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

 

 

 

oot| |
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© 19.41 15.60
| o>!
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| 87°28'
I 4 AO
‘ 13.305 H 13.305 484 ______ 03 FOF sty tt tg wR Ww 9
| 13.32 yy 83 n 11.98 42.22 7110 411.21 ae Le 4p 68 ew —ee_ RW 1
I] ‘ ; og o d |
Nv t 1
HW 13.307 13.304}, | 13002 || Lbs |
| ju 299 | Tt TU.60 42.37 | %
K) | [22 poe ‘08 es SS Sle
TS vy s WA fs = oo he
is al 1 / ; / 7 / |
a £S<(13.242 N | 467 J J . |
ae Mel pL Ay oarace Y 3 |
se Ss] ee fe rang FFL 4 6 |
| 13.27 x28] “| =as™* azo | = 13.300 fo TOT | we |
~ ph d FFL | POOL. |
» RY \ Je x |
< o | 15.91 L. : 11.750) |
it
15.203 ! J RESIDENTIAL I
13.298 a _ DEVELOPMENT
po | L. |
_ |
45.89 1598 k. uf 10.96 fp &
to " iV I
48.55 /
! | | >) fo
\ | Lo N N
a Ol | ok ~)
RW. w» ait
aX
) GARAGE | | ‘ °
FEL le / yf FFL / N
12.200 we 11.750
RESIDENTIAL . af .
&
DEVELOPMENT we 1
/ Ee
oo | x ce) 8B
: 296 ls aq] =
4 ’ S *
‘ 17, FOR STORMWATER PIT
Mo fe 7 %0 POOL. @ —— DETAILS, REFER DRG
fe ; + © SWI & SW1.2
12.146 arp 0m 7a, 1 sip) <2 °
So 6 000 tz a q , , A (SWP) we
2 eo : Pe Uo
287; a [e- I | 24,523 11.10 4
mane) ro 260 3
\ oO
ov
vy
9°
S12 = ' 182 PROPOSED 12m(W) FOOTPATH } \ s
\SEINEEN EDGE OF DRIVEWAY = =
AND EXISTING POWER POLE. 11.820 M675) _ = “= —\ aa
\ 1S — 1052
f Bitumen
\e, NEW K & C Edge ©
SR
‘ \ 10.547 NEW 1.2m WIDE CONCRETE
FOOTPATH/PAVED AREAS SHOWN
DRIVEWAY CROSSOVER GENERALLY IN SHADED TO COUNCIL STANDARDS
ACCORDANCE WITH COUNCIL STD (IPWEA Drg SEQ R-065), MAX TOOL
. DETAL IPWEA STD ORG. RS-049 AND 10.65 _______. = JownT SPAOINGS AT 2.0m CTRS, REFER
. RS-050 AND COUNCIL REQUIREMENTS. Crown oO oO LANDSCAPE ARCHITECTS PLAN FOR
2\ SURFACE TREATMENTS
5
20 EX. SWPT .
Ba Spee tgp tet 1164 __ Edge of Bitumen 1025 a
2 nO EB 98g ~ oe et
Yo 4ggh 1241 12.02 A174 Ex. su @®) "
J .
/ 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
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.

 

SCG HOLDINGS PTY LTD T/

C) St

Unit 1/11 Project Ave,
Noosa Heads

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

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

 

Title:

DRIVEWAY & ACCESS PLAN

 

Project

3 AVOCET PARADE,
PEREGIAN BEACH

 

Pate: Aug 2024

Drawn Design

 

 

2] RPEQ 27698
.| T Harrington

 

Checked:

 

LR TH
Drg No. Rev.

0336 -OW4.1 .