Original source · versioned page text
SCG 0315 - CD Issue 3 - 07.03.2025
THE SITE
Issue:
SCG HOLDINGS PTY LTD T/A
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 68 669 675 790
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
The download may take up to a minute.
Full text of the other 9 pages
Page 2
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
Page 3
Issue:
SCG HOLDINGS PTY LTD T/A
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 68 669 675 790
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
Page 4
Issue:
SCG HOLDINGS PTY LTD T/A
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 68 669 675 790
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
Page 5
Cut/Fill Summary
Name Cut Factor Fill Factor2d Area Cut Fill Net
VOLUME 1.000 1.000 360.00sq.m 724.95 Cu. M. 0.28 Cu. M.724.66 Cu. M.<Cut>
Totals 360.00sq.m 724.95 Cu. M. 0.28 Cu. M.724.66 Cu. M.<Cut>
RESIDENTIAL
DEVELOPMENT
1.73
1.
Issue:
SITE PREPARATION & EARTHWORKS
SCG HOLDINGS PTY LTD T/A
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 68 669 675 790
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
Page 6
DRAWING SIZE — Al
HEIGHT DATUM
LOT 222 ON RP 160523
Level Datum AHD
Nebula St, Sunshine Beach
Survey information provided by
Noosa Cooloola Land Surveys Pty Ltd
43077
4\80
5.0% >
FALL
— SW/eEX
DRIVEWAY LEVELS ON TO
MATCH EXISTING SEWER
MANHOLE BUILDER TO
CONFIRM FINAL HEIGHTS
ON SITE. TYPICAL
JOIN FOOTPATH TO EXISTING IN
ACCORDANCE WITH COUNCIL STANDARD
DRG. RS-065. ENSURE SMOOTH a
TRANSITIONS (NO STEP). TYPICAL o x waRionn
eS Z FOR STORMWATER PIT 43°00 30
ge & a DETAILS. REFER DRG
Eve/wWp7 FH g 0315-SW1.1. TYPICAL 31.892
“7 eae 56.300
DEMOLISH & REMOVED EXISTING Gully Pit © ER =z
DRIVEWAY CROSSOVER AND
RE-CONSTRUCT NEW TYPE M1 KERB & oe \ NM EX. 3 | TANK \
CHANNEL AS PER NOOSA COUNCIL STD al = | pas zZ
DETAIL IPWEA RS-080. MAINTAIN Cul? p;
EXISTING SURFACE GRADES AND ly Pit I OUTLINE OF
ENSURE SMOOTH TRANSITIONS.
EX WPT BUILDING ABOVE
G 55.06] = a 7
LY 2 /\ |
x yy x fo fo 7 |
DRIVEWAY CROSSOVER GENERALLY IN va | LE FFL
>) S = |
ACCORDANCE WITH COUNCIL STD (be > a ;
DETAIL IPWEA STD DRG. RS-049 AND ‘YS, J 4 99.200 |
RS-050 AND COUNCIL REQUIREMENTS. | Ly Ua, Lo | |
m4 \ S | | |
=A | S , | |
OD Noh ate | \ © RESIDEN Be ii an ! !
ri \ |
= INV | DEVELOPMEN Jy! ! !
LEGEND <L S09 fo. \ / AA | |
M = \ = “|_| | |
INDICATES PROPOSED SURFACE S 99.078 W | ,
CONTOURS AND LEVELS 70 AHD. o & Oo 56.180 =, S FFL |
mM Ss a . 1/2 3 |4 516 \7 ajife jit 1213 14 |it5 |16 | a7 56 200 | |
EXISTING SURFACE SPOT LEVELS. |S . “947 | | AEE . |
= |= ost ae | | | _
ZZ ll lk 1: rope He Re — |) ! POOL ABOVE. |
INDICATES FINISHED SURFACE GRADE els gl | TT Vg L
S a 4 Ay rs ; . fe fe s/s [ee hep fai ee ps)e 7 NO
& 2 z
———
INDICATES DIRECTION OF FALL 55.137} H 914 FFL | LL | ! |
TO FINISHED SPOON DRAINS. \Qua.2/ 3 / KQW42/ X56 500 OOS | |
INDICATES DIRECTION OF RAMP UP OR 54.476 / Lo
DOWN AS INDICATED %] 55.511 / L/L SS J
e] e > A | | |
INDICATES PROPOSED FINISHED P| fs | SFE Z J wan | |
SURFACE LEVELS “e | / 3 < | | |
/ J | |
SOE NA Ea, [BABE 0 PO MLE OEE KY : A] fonnnan!
_ : ; =
On FUR HER DETAILS CONFIRM EXISTING SERVICES LOCATIONS [95.750 Y |e 59 500
. & LEVELS BEFORE ANY EARTHWORKS }- | 56.178 J Vee / > * |
GRATED DRAIN CAST-INTO PAVEMENT. ARE CARRIED OUT. REPORT ANY = | r ep le |
REFER SW1.1 FOR FURTHER DETAILS DISCREPANCIES 10 THIS FIRM. \ | j 1 Ss
/
7 ATERS
DENOTES WET TOOLED JOINT TO TERRACE FP / — tank &
SLAB, REFER TO DRG. OW4.2 DETAILS | .
LJ ° ? 9
—_ 56.174 43°00 30
DENOTES SAWN CUT DANLEY JOINT E ga oa
REFER TO DRG. OW4.2 DETAILS sR % 6. 41.262
DRIVEWAY SLAB/PAVEMENT. REFER TO “3 NEW 1.2m WDE CONCRETE
NOTES AND DETAILS ON DRG. OW4.2 FOR % 5 FOOTPATH /PAVED AREAS SHOWN
THICKNESS AND REINFORCING, me
LANDSCAPING, REFER LANDSCAPE
ARCHITECT FOR DETAILS.
PERMEABLE PAVING, REFER LANDSCAPE
ARCHITECT FOR DETAILS.
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
SS DIAL 1100
‘Wy BEFORE YOU DIG
EX. SMH
— 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: 100
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 PARKING
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
MAXIMUM CROSS-FALL OF 1 in 40 ON ALL
FOOT-PATHS AND INTERNAL PEDESTRIAN
PATHS AND RAMPS
NEW KERB & CHANNEL TO BE IN ACCORDANCE
WITH IPWEA STANDARD Drg. SEQ-RS-080 &
COUNCIL STANDARD DETAILS
CONTRACTOR TO TOPSOIL AND TURF ANY
DISTURBED OR DAMAGED AREAS OF THE ROAD
RESERVE ADJACENT THE CONSTRUCTION SITE
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.
Rannn—1_ PF} —{_?m1:100 © At
1:200 @ A3
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
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
B ARCH COORDINATION 07.03.25
A ARCH COORDINATION 27.08.24
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.
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 68 689 675 790,
O ste
aptgcompany
SCG HOLDINGS PTY LTD T/
Title:
DRIVEWAY & ACCESS PLAN
Project
18 NEBULA ST,
SUNSHINE BEACH
Date: Aug 24 Drawn LR Design TH
Checked: Drg No. Rev.
[Pian 0315 -OW4.1] B
Page 7
Issue:
SCG HOLDINGS PTY LTD T/A
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 68 669 675 790
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
Page 8
DRAWING SIZE — Al oe] 9 fo fit fiz fas fra fis fe faz : 1]2]s]afs]e 8 9 fio fit fra fis fra fas fre 17 1]2]s]4]s]e lz 7 bets B99 Vehicle (Realistic min radius) (2094) Overall Length 9.200m Overall Widt . 1.940m Overall Body Height 1.8 Min Body Ground Clearance 0.272m Track Widt 1.840m Lock—to—lock time 4.00s Curb to Curb Turning Radius 6.250m SITE PLAN — VEHICLE TURNING PLANS SITE PLAN — VEHICLE TURNING PLANS Scale 1: 100 Scale 1: 100 B ARCH COORDINATION 07.03.25 A ARCH COORDINATION 27.08.24 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. Unit 1/11 Project Ave, Noosa Heads Ph (07) 5455 5604 K email:[email protected] web:www.scg-engineers.com 68 659675 790, SCG HOLDINGS PTY LTD T/ aptgcompany Title: VEHICLE TURNING PLANS www.dialbeforeyoudig.com.au Project 18 NEBULA ST, DIAL1100 SUNSHINE BEACH BEFORE YOU DIG Date: Aug 24 Drawn LR Design TH oO onnt——2_ > * Smts100 @ AIS an ora No. “ 1:200 @ A3 : T Harrington 0315 —OWD5.1 A
Page 9
RESIDENTIAL
DEVELOPMENT
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
Issue:
SCG HOLDINGS PTY LTD T/A
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 68 669 675 790
PLUMBING ARTICULATION: Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
Page 10
RESIDENTIAL
DEVELOPMENT
Issue:
SCG HOLDINGS PTY LTD T/A
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 68 669 675 790
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16