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SCG 31131-OPW-2022.05.19-Issue 2.pdf
.2 6
15
WM
WM
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
THIS DRAWING AND ASSOCIATED DETAILS
MUST BE READ IN CONJUNCTION WITH THE
NOTES CONTAINED ON 31131-N
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
[OCR of page images]
DRAWING SIZE — Al
www.dialbeforeyoudig.com.au
DIAL1100
BEFORE YOU DIG
81 on RP71151
Level Datum AHD
Level Origin PSM115316,
Drg No. 2121SDET
HEIGHT DATUM
Lot 1 on RP130594 & Lots 80 &
Survey information provided by Noosa
Cooloola Land Surveys Pty Ltd | /
RL 3.593m
48.07
__ 30h +
418.0
RAMP. sx.
YD
S/EX
—— Sw/ex
RW ———
LEGEND
INDICATES PROPOSED SURFACE
CONTOURS AND LEVELS TO AHD.
INDICATES FINISHED SURFACE GRADE
EXISTING SURFACE SPOT LEVELS.
INDICATES DIRECTION OF RAMP UP OR
DOWN AS INDICATED
INDICATES DEPTH OF CUT (NEGATIVE) OR
FILL (POSITIVE) AS NOTED
INDICATES AREA OF FILL
INDICATES AREA OF CUT
INDICATES LOCATION OF SECTION
LINES, REFER DRG OW3.2 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
DRG OW3.4 FOR DETAIL
CONTRACTOR TO PROTECT ALL EXISTING
NEIGHBOURING STRUCTURES FROM
UNDERMINING DURING CONSTRUCTION
REFER CRITICAL DEPTH LINE DIAGRAM DRG
OW3.4
SITE PLAN — BULK EARTHWORKS
Scale 1: 200
-0.702
REAR OF TOWNHOUSES UNITS SET AT EXISTING SURFACE
LEVEL WITH A FORMED ROCK LINED SWALE TO ALLOW FOR
OVERLAND FLOW TOWARDS BIO-RETENTION/DETENTION
BASIN. PROVIDE UPSTAND TIMBER SLEEPER WALL ALONG
BOUNDARY TO RETAIN OVERLAND FLOWS WITHIN SITE
REFER SECTION B-B
BLOCKWORK RETAINING WALL SURROUNDING
BIO-RETENTION BED TO CREATE STORMWATER
DETENTION REFER STORMWATER DRAINAGE
PLANS, CONSTRUCT FIRST PRIOR TO
CONSTRUCTION COMMENCING ACROSS SITE TO
ESTABLISH SEDIMENT BASIN
| NLA IN y
a 2 Q | /
x x | x x ‘§
oe ea we ft ‘ ,38'10'00” 95.916 2 oe Ra ——— _%
__ = “4 6 ‘ 388" | — et po __ Be __ we C ft
—— RW _—— RW 0.807 ey —_/pw —_ ae | -0.723 ¢
0.176 : 0.400 1.250 | =0.149 = 0.696 ¢
0.369 } 0.263 0.214 ;
~ 0.525 0.933 0.774
\ -—— _
0.482 1.429
TF 1.140
| = =
<i) 0.006) 28 -0.078 0,649 ao) 708 07 -0.120 0.223
0.151 0.950 0.932 -1.116 ;
0.014 WO) py
0.148 -0.200 0.249 =k LOT { 00
=0.183 =0.114 3 | RP106085
0.053 0.988 |
0.450 \ |
— 0.520 = 0.431 |
0.277 0.535 0.188 0.682
lc Ne F 13.13 7 XE 59°70 35" a a = -—
| SW/EX rE sw/er. 23.976 SW/EX SW/EX ‘SW/EX
0.837 BLOCKWORK FENCE ALONG
0.275 REAR BOUNDARY FOR
STORMWATER DIVERSION
0.981 -0.187 TOWARD DETENTION BASIN,
ae 0146 REFER SECTION C-C FOR
~ DETAILS.
0.690
0.520
0.142 —0.655
-0.764 -0.331 0,892
-0.155) (p98 -0.497 0.257
FINISHED SURFACE LEVELS
ALONG SIDE BOUNDARY TO
FALL TOWARDS DRIVEWAY
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
SLAB AS DETAILED
IN STRUCTURAL
DOCUMENTS
FFL AS
vw NOMINATED.
4
a
FPL AS
NOMINATED.
: TK. FOOTING AS
DETAILED IN
STRUCTURAL
DOCUMENTS
( wr LEVELS DIAGRAM
TYPICAL SECTION
RETAINING WALL AT EDGE OF UNIT TERRACE
AREA SET IN FROM REAR BOUNDARY,
MAINTAIN EXISTING SURFACE LEVELS
BETWEEN WALL AND BOUNDARY, REFER DRG
OW3.4 FOR WALL TYPE
THIS DRAWING AND ASSOCIATED DETAILS
MUST BE READ IN CONJUNCTION WITH THE
NOTES CONTAINED ON 31131-N
Annant—1_p>——7_'"m1:200 © At
1:400 @ A3
KE
EX. SWPT EXISTING STORMWATER PIT
EX. RCHW REINFORCED CONCRETE HEADWALL
EX. SMH EXISTING SEWER MANHOLE
EX. SCP EXISTING SEWER CONNECTION POINT
£.0.B. EXISTING EDGE OF BITUMEN
K&Cc EXISTING KERB & CHANNEL
N.S.L. NATURAL SURFACE LEVEL
FH. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL POWER POLE/PILLAR
TS. TRAFFIC OR STREET SIGNAGE
WM. WATER METER
KERB EXISTING KERBING
BLOCKWORK FENCE /BASIN
RETAINING ALONG REAR
BOUNDARY FOR DETENTION
BASIN WITHIN SUBJECT SITE,
REFER SECTION D-D FOR
DETAILS.
A Revisions for Council RFI 19.05.22
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 40 098 481 699
ENGINEERS
DEBUILD T/A
Title:
BULK EARTHWORKS
89-93 Eumundi Noosa Rd,
NOOSAVILLE
Date: Apri 29 Drawn SR Design SR
Checked:
RPEQ 5835
S Richardson
Rev. - 10.06.16
31131 -OW3.1) A.
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