Council archive · source document
RFI - Attachment 2 - Engineering Response and Plans · 132003.221108.3
Plans and drawings: the text below has words only, no drawings.
Original PDF page 10, section 1. The text section number identifies this passage in the reader.
Sewer M/H
(From records)
EXCLUSION ZONE
VIA SETBACKS
10
RP91188
779m²
. 28
1 01
RL
4 . 21
9 .6 102
9
RL RL
EXISTING
RESIDENTIAL
DWELLING
8
5 .1
1 0
RL 18
.
1 05
RL
PROPOSED
GARAGE .57
1 05
SL
Gra
ted
Dra
.58
05
in
1
SL
Comms Pit
Not Visible
(From records)
r
illa
e rP
at
3 9 5 W
.1 .6 18
10
.0 53
10
10
4 5 9 . . 79
6.
10 10 .
7.
0 11 12 89
23
1 44
8
1 1 1 .
2
.
1 12 13
1
8 1 5 9
.0 .6 .1 .6 12 48
4 5 7 8 . . . 75
10 10 10 10 10 11 12
1 1 1
.1
0
.7
1 8 4
.2
6 59 84
4 5 7 .2 8 .8 0 1. 1 2.
10 10 10 10 11 11 1
BAYVIEW ROAD 68
11
. 9
12 .1
2.
1 13
48
.2 5 4 1
4 .7 .3 96 14 30 74 1
11
10 5 8. .
11
7 . .
10 12
3.
10 10 10 11
2.
09
1 1 1
39
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
PLUMBING ARTICULATION:
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
[OCR of page images]
DRAWING SIZE — Al
HEIGHT DATUM
LOT 10 ON RP 91188
Level Datum AHD
Level Origin PM 78210
Bayview Road, Noosa Heads
Survey information provided
by SONTO
+\80
F,
Alon.
S.L. 12.50
LL. 12.00
BS ort
— SWALE —>
—— SW/EX
Sw
— R-SW
am RV —
LEGEND
EXISTING SURFACE SPOT LEVELS.
INDICATES DIRECTION OF FALL
TO FINISHED GROUND SURFACE.
INDICATES SURFACE LEVEL (S.L.) AND INVERT
LEVEL (I.L.) OF ADJACENT STORMWATER PIT
400Sq GRATED FIELD INLETS, POLY AND LIGHT
DUTY GRATE WHER IN LANDSCAPE AREAS.
INDICATES DIRECTION OF
OVERLAND FLOW.
200(W) GRATED DRAIN WITH HEAVY
DUTY GRATE.
INDICATES DIRECTION OF
OVERLAND FLOW.
TERRACE SLAB. REFER TO STRUCTURAL
DETAILS FOR THICKNESS AND
REINFORCING.
INDICATES ALIGNMENT OF SWALE AND
DIRECTION OF FLOW, REFER TYPICAL SWALE
DETAILS.
DRIVEWAY SLAB/PAVEMENT. REFER 10
NOTES AND DETAILS ON DRG. OW4.2 FOR
THICKNESS AND REINFORCING.
LANDSCAPING, 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 STORMWATER DRAIN PROPOSED
AS NOTED MIN 1 IN 100 FALL UNLESS
NOTED OTHERWISE
INDICATES ROOF STORMWATER DRAINAGE
LINE TO HYDRAULIC DESIGNERS DETAILS.
INDICATES POSITION OF RETAINING WALL
TO STRUCTURAL ENGINEERS DETAIL.
www.dialbeforeyoudig.com.au
DIAL1100
BEFORE YOU DIG
PIPE SIZED ~~ .
B FLARE SIDES 1 OUT: 4
SPITTER TO ALONG LENGTH OR TO
PIPE END 5
CONCRETE
IN END OF
PIPE
STONE PITCHING CONSISTING
MIN ROCK SIZE OF 100mm
OVER LAYING GEOFABRIC
BLANKET
NEEDLE PUNCHED
GEOTEXTILE
BLANKET UNDERLAY
BURY DOWNSTREAM TOE
OF STONE PITCHING 500
INTO FLOW PATH
Section A-A
GROUND _LINE
FLARE SIDES UP 10
CONTAIN FLOW ALONG
9g LENGTH, EXCAVATE BED
Section 118 IN IF REQUIRED
8
STONE PITCHING STORMWATER DISSIPATOR
DRIVEWAY GRATED DRAIN IS TO
BE DIRECTED AROUND THE
DWELLING AND DISCHARGED
DOWNSLOPE. PROVIDE SCOUR
PROTECTION AT OUTLET, REFER
DETAIL.
oo
CREATE 300 (H) BU
AT DOWNSTREAM EN
OF DISSIPATOR BED
oS
EXISTING
SW
1006 uPVC
GARAGE
VIA SETBACKS ~
EX SM
|
fe —-—-49—--—-
RP91188
| 779m?
|
= oO
7
EXISTING
RESIDENTIAL
DWELLING
147
NPW889
KEY
EX. SWPT
EX. SWMH
EX. SMH
EX. SCP
E.0.B.
K&C
DRIVEWAY PAVEMENT. REFER
DRIVEWAY & ACCESS PLAN
[ FOR REINFORCING.
—_¥ er) 2,
DRAINAGE PIPE SIZES ——
AS NOTED.
APPROVED COMPACTED
BEDDING SAND.
ee
a | D/4
150 DIAMETER 150
| OUTSIDE |
EXISTING STORMWATER PIT
EXISTING STORMWATER MANHOLE
EXISTING SEWER MANHOLE
EXISTING SEWER CONNECTION POINT
EXISTING EDGE OF BITUMEN
EXISTING KERB & CHANNEL
NATURAL SURFACE LEVEL
FIRE HYDRANT
TELSTRA PIT
ELECTRICAL PILLAR
EXISTING KERBING
REINFORCED CONCRETE END WALL
STOP VALVE
WATER METER
= 300mm MIN THK COMPACTED
GRANULAR MATERIAL UNDER SLAB.
TRAFFICABLE AREAS
co? _ MIN 98% FIELD DENSITY THROUGH
BACKFILL DEPTH. D>900mm
NON-TRAFFICALBE AREAS
COMPACT IN 150mm LAYERS D>400mm
W PIPE TRENCH/PIPE BEDDING & BACKFILLING
PAVEMENT TYPICAL SECTION
LT UN
Description
Date
Comm Ne
DRIVEWAY, REFER’ DRG ; ra
BUILDER TO POT HOLE LOCATE AND (From regords) 1 FOR DETAILS \
CONFIRM EXISTING SERVICES LOCATIONS EXISTING
& LEVELS BEFORE ANY EARTHWORKS DRIVEWAY
ARE CARRIED OUT. REPORT ANY
DISCREPANCIES 10 THIS FIRM. ROOF WATER DRAINAGE IS TO BE HUNG
UNDERNEATH SUSPENDED SLAB AND
DISCHARGED TO KERB & CHANNEL VIA
0» A CHARGED DRAINAGE LINE, REFER
ph? 125x75x4.0 RHS (CALV.) HYDRAULIC CONSULTANT FOR DETAILS. fo. nv 2
LAD AT 1 in 100 MIN, INSTALL TO 2 © RR
NEW KERB ADAPTORS IN oS x ns
ACCORDANCE WITH COUNCIL STD a |
DETAIL RS-O81 & MAKE x AS
vs FOOTPATH GOOD. TYPICAL. © a’ S NZ we
oo Oo © we oe NS
ON XN
3 W Ww We W 3 W e xo
8 \ Say as | Si \AJ © WAY s
i . . " BAYVIEW ROAD 1
\
Vv a2 * a)
> of » S
S ° : g N »
© S Ne we wy Revision
: Issue:
INSTALL REECE 'RHS TO PVC FOR
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
ROOF DRANAGE TO BE PIPED
TO THE ROAD RESERVE VIA
APPROVED KERB ADAPTORS.
SITE PLAN — SITE STORMWATER MANAGEMENT
Scale 1: 100
ALL STORMWATER
PIPES TO BE LAID AT
1:100 MIN. UNO.
ROOF DRAINAGE:
ALL GUTTERS AND DOWNPIPES TO
COMPLY WITH BCA VOLUME 2 PART
3.5.3
FINISHED SITE DRAINAGE IN
ACCORDANCE WITH HYDRAULICS
CONSULTANTS DOCUMENTATION.
PLUMBING ARTICULATION:
ALL WASTE AND STORM WATER PIPES PENETRATING
FOOTINGS TO HAVE FLEXIBLE COUPLINGS.
REFER DETAILS DRAWING S01.03
ALL PLUMBING IN UNDER SLAB FILL IS TO BE
SUSPENDED FROM SLAB WITH CAST IN TIES
GALVANISED KERB ADAPTOR TO LOCAL
AUTHORITY STANDARDS AND IPWEA
STD. DRG SEQ-RS-081. CUT OUT
LAYBACK KERB AS NECESSARY TO
INSTALL GALVANISED KERB ADAPTOR
WITH NEAT, TIGHT FIT.
ADAPTOR’ (PROD. CODE 304284),
OR APPROVED EQUIVELANT AS PER
MANUFACTURERS SPECIFICATIONS.
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.
SECTION DETAIL
LAY BACK KERB ADAPTOR TO
EXISTING KERB DETAIL (RHS).
‘SCG HOLDINGS PTY LTD Ti
O SCG
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
aptgcompany ‘ABN 68 669675 700
1/125x75 x4.0 RHS Title:
H.D. GALV. PIPES ACROSS
FOOTPATH/VERGE.
KERB OUTLET (1)
PLAN
STORMWATER MANAGEMENT
Project
27 BAYVIEW RD,
NOOSA HEADS
Date:
March
Drawn
26 FS Design
Checked:
RPEQ 27698 ¢)
T Harrington
10.06.16
fnanu-——1_?—)_?m1:100 © At
1:200 @ AS
Rex
TH
Drg No. Rev
0694 -SWI.1 |.
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
RFI - Attachment 2 - Engineering Response and Plans.pdfRelated documentApplication case desk ↗
About this file
- File size
- 3.1 MB (large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take up to a minute.