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Attachment 3 -B_Engineering Plans by Arcos
Original PDF page 8, section 1. The text section number identifies this passage in the reader.
Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn EXISTING LEGEND
PROPERTY BOUNDARY
MAJOR CONTOUR 1m
MINOR CONTOUR 0.25m
SEWER MAIN DN300 AC
WATER MAIN DN100 AC
U/G TELECOMMS
U/G ELECTRICITY
FENCE
RETAINING WALL
PROPOSED LEGEND
CONCRETE DRIVEWAY CROSSOVER
INTERNAL CONCRETE DRIVEWAY
CONCRETE FOOTPATH
DWELLING
LANDSCAPE
LANDSCAPE BUFFER
RETAINING WALL
2.00 MAJOR CONTOUR 1m INTERVAL
2.25 MINOR CONTOUR 0.25m INTERVAL
NOTES:
1. FOR GENERAL NOTES REFER DRG C-00011.
3.00
CP
3.00 BUP5923
MINIMUM SETBACK FROM
EXISTING SEWER MAIN TOPSOIL & TURF VERGE AREA
1.
AROUND DRIVEWAY & FOOTPATH
90
1.
90
0
0
BUILDING AWNING
12 MATCH NEATLY TO EXISTING FOOTPATHS
SP156865
1.
65
0
1.30
7
53
1.
1.50
1.
60
1.00
5
GAZEBO
1.
1.0%
38
2.70
FFL 2.700 POOL MATCH NEATLY TO EXISTING KERB &
9
6.09 CHANNEL
7.00
2.13
0
UNIT 1 1.50
55
1.
FFL 2.700
1.
55
0
HILTON TERRACE
WM 1.3
11
1.
SP156865 GARAGE
33
34
8
FFL 1.550 1.50
1.
1.
106
27
08
1.
2
52
RP41223
4
1.80
5
922m²
1.80
1.70
6.80
2.7%
1.60
1.70
1.80
1.90
2.00
2.10
2.20
2.30
2.40
2.50
2.60
4%
6.00
2.5% 12.5%
2.60
2.40
2.50
2.20
2.30
2.10
2.00
1.90
1.80
1.70
1.60
5.00
6.00
Filename: C:\ARCOSGROUP\ARCOS GROUP - DOCUMENTS\TOTALSYNERGY\211099 URB RES - 27 HILTON TERRACE, TEWANTIN\3.0 CAD\DRAWINGS\OPW\211099-OPW-C-00301.DWG
1.50
1.40
GAZEBO
1.30
1.20
1.10
FFL 2.700
POOL GARAGE
UNIT 2 FFL 1.550
1.
52
07
1.
FFL 2.700
5
SAW CUT EXISTING KERB WHERE REQUIRED
55
5.40 1.
0
AND MATCH NEATLY. INSTALL DRIVEWAY
1.
1.
CROSSOVER IN ACCORDANCE WITH IPWEA
25
55
1.3
1.32
7
STD DRG RS-049 & 050
0
35
2.70
10
0
SP156865
1.
1.
IL 1.258 DRIVEWAY GATE ALIGNED WITH
90
65
1.
6
1.
FRONT BOUNDARY
53
0
0
Ø150 1.2%
6
53
05
1.
IL 0.630 IL 0.610
IL 1.022 IL 0.916
1.30
1.
Ø150 1.0% KERB ADAPTORS TO SIDE OF DRIVEWAY.
1
19.4
REFER TO IPWEA STD DRG RS-081
07
S
450x450 STORMWATER PIT REINSTATE KERB PROFILE AT EXISTING
SL 1.86 DRIVEWAY LOCATION
1.
0 1
450x450 STPORMWATER PIT
450x450 STORMWATER PIT ACO K100 GRATED DRAIN BOLT DOWN
WM
SL 1.56
DOWN PIPES TO CONNECT INTO STORMWATER PITS TYP. SL 1.41 (OR APPROVED EQUIVALENT)
Last saved by: ARCOS CIVIL(2022-01-20) Last Plotted: 2022-01-20
ROOF WATER STUBS TO PITS TO BE PROVIDED DOWN PIPES TO CONNECT INTO
STORMWATER PITS TYP. ROOF
WATER STUBS TO PITS TO BE TRANSITION FOOTPATH
PROVIDED ALIGNMENT OVER 1 IN 5
CP STORMWATER TO CONNECT TO EXISTING
BUP6816 DISCHARGE POINT, ASSUMED EXISTING
GULLY PIT CONNECTION. OUTLET SIZE See the original
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