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RFI - Attachment 2 - Engineering Response and Plans · 132003.221108.3
Plans and drawings: the text below has words only, no drawings.
Original PDF page 8, section 1. The text section number identifies this passage in the reader.
Sewer M/H
(From records)
VIA SETBACKS
10
RP91188
779m²
28
01.
1
RL
21
.6
4
02.
99 1
R L RL
EXISTING
RESIDENTIAL
DWELLING
1 8
0 5.
R L1
.18
1 05
RL
PROPOSED
GARAGE
Comms Pit
Not Visible
(From records)
r
Pilla
e r
at
13 .6
9
05 8 W
4.
10
3
10
10 05 9. 0.
1
1.
5 79
6.
.
7.
1 0 12
11 89
23
1 11 44
82
1 . .
112 13
1
8
.0 61 .1
5 69 48
4 5. 7 8. .12 . . 75
10 10 10 10 10 11 12
1 1 1
10 .7
1
.2
8 4
.2
6
.5
9
.84
4. 5 .8
11 12
10 1 0 10
7
10 8
1 10 1 1
BAYVIEW ROAD 68
11
. 19
12
2.
.
21 13
48
1
4. 75 4 6 74 1
5. .3 4 30
11
10 .9 1 . Issue:
11
10
7 8 0. 1. 12
3.
10 10
2.
11 11
09
1
39
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
[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 N :
Survey information provided
by SONTO \
LEGEND
_--777~ INDICATES PROPOSED SURFACE
48.07 CONTOURS AND LEVELS TO AHD.
418.0 EXISTING SURFACE SPOT LEVELS.
5.0% > INDICATES FINISHED SURFACE GRADE
FALy INDICATES DIRECTION OF FALL
AQ TO FINISHED SPOON DRAINS.
x [29740] INDICATES PROPOSED FINISHED
SURFACE LEVELS
(SWP) 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
TERRACE SLAB. REFER TO STRUCTURAL
DETAILS FOR THICKNESS AND
REINFORCING,
om oats INDICATES PROPOSED RETAINING WALL
ee LEVEL é HEIGHTS
DENOTES SUSPENDED SLAB DRIVEWAY.
KXXKR NN REFER TO STRUCTURAL DRAWINGS FOR
DETAILS.
DRIVEWAY SLAB/PAVEMENT. REFER TO
NOTES AND DETAILS ON DRG. OW4.2 FOR
THICKNESS AND REINFORCING.
Ld
LANDSCAPING, REFER LANDSCAPE
ARCHITECT FOR DETAILS.
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
TT 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
“ey BEFORE YOU DIG
9g
RP91188
EXISTING
vim Veimnviw
tO
RP91188
779m?
REFER DRG SW1.1
FOR STORMWATER,
DETAILS.
Kt
147
NPW889
EXISTING
| RESIDENTIAL
DWELLING
} vy, 106.6007 \y | 106.600
qT Comms Pit " xy 106.677 \
Not Visible f 106.807 1 - 4 1 Co ; So
From regord ( 5 EXISTING
ords) ) ENS 106.777] ORIVEWAY
HATCHED AREA INDICATES PROPOSED
OVER EMG MENT SLAB PROVIDE RHINO ELITE (OR EQUALLY
mS 106.957 APPROVED) VEHICLE BARRIER IN ACCORDANCE
(06.823 ( WTH AS2890.1 ALONG DRIVEWAY EDGE FOR
y | FALL PROTECTION ALONG ANY AREA THAT THE
ae / RETAINING WALL IS 600mm OR HIGHER.
: oR 106.811 2 2). % ey
xo S 2p */ "Oo we ©
{ | a 1 NX ON
\ i T WA T | + {
N ©
S © XN & Vv o
» os va EXISTING DRIVEWAY c N x
© © a7 8 CROSSOVER TO REMAIN we we wy
Oo Oy —— wg, UNCHANGED. 2
os W Wi tow. Wa W rs W <P W x5
é W Say we W © \AJ ~ ‘AY ~
. - ' BAYVIEW ROAD 1
\
Vv Xe) &
b A of xe} & S
S {o A: 2 N ¥
Oo © RS we >
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
NEW KERB & CHANNEL TO BE IN ACCORDANCE
WITH IPWEA STANDARD Drg. SEQ-RS—080 &
COUNCIL STANDARD DETAILS
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.
MAXIMUM CROSS-FALL OF 1 in 40 ON ALL
FOOT-PATHS AND INTERNAL PEDESTRIAN
PATHS AND RAMPS
fnanu-——1_?—)_?m1:100 © At
1:200 @ AS
10.06.16
Rex
KEY
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
NS.L. NATURAL SURFACE LEVEL
F.H. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL PILLAR
KERB EXISTING KERBING
RCEW REINFORCED CONCRETE END WALL
SV 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 Ti
O SCG
aptgcompany
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:
DRIVEWAY ACCESS &
LEVELS
Project
27 BAYVIEW RD,
NOOSA HEADS
Date:
March 26
Drawn Design
FS
Checked:
RPEQ 27698 ¢)
T Harrington
TH
Drg No. Rev
0694 -OW3.1 | .
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