Original source · versioned page text
Combined_Civil_Drawings_-_Royal_Mail_Hotel
Very large file (13.6 MB): the original may take a few minutes to open or download. The page text below is quick to read.
EP
EP
EXISTING DRIVEWAY CROSSOVERS ARE TO
REMAIN AND BE PROTECTED DURING
PROTECTION - CROSSOVERS HAVE BEEN
ASSESSED AND COMPLY WITH CROSSOVER
TYPE A PER STD DRG RS-051
BLAKESLEY STREET
0
RP845244
EXISTING SEWER MAIN UPSTREAM OF
MH ASSET 2661786 TO BE
TRANSFERRED TO INTERNAL DRAINAGE,
REFER TO HYDRAULICS DRAWINGS.
EXISTING FIRE HYDRANT TO BE EXISTING DRIVEWAY CROSSOVERS ARE TO
UPGRADED - REFER HYDRAULICS REMAIN AND BE PROTECTED DURING
CONSULTANT DRAWINGS. PROTECTION - CROSSOVERS HAVE BEEN
ASSESSED AND COMPLY WITH CROSSOVER
TYPE A PER STD DRG RS-051
FH
POINCIANA AVENUE
10.70
EP
10.60
0
10.5
0
10.4
PROPOSED ASPHALT PROPOSED KERB TYPE ER2
.30
10 EDGE RESTRAINT AS PER
9.10
.20 PAVEMENT WORKS -
10.20
10
10
10.20
10.20 REFER DETAIL ON IPQWEAQ STD DRG RS-808
.20
.10
DRAWING C0300
10
REFER HYDRAULIC
DRG'S FOR
10.00
FH
INTERNAL WATER.
0
9.80
9.9
9.70
9.
70
3
RP40197
10.90
10.70
10.60
10.80
10.50
10.40
10.30
10.20
10.10
REFER STRUCTURAL
10.20
.00
19.090
DRAWINGS FOR
10.30
9.80
9.70
9.60
9.10
DETAILS
0
PROPOSED FOOTPATH TO
9.5
0
9.4
0
9.3
HAVE PEBBLECRETE FINISH
0
PROPOSED STORMWATER QUALITY
9.2
0
9.1
0
TREATMENT DEVICE IN AN AS PER COUNCIL
9.0
0
8.9
0
8.70
8.8
UNDERGROUND CHAMBER TO SERVICE REQUIREMENT. REFER TO
8.60
8.50
00
0
8.4
8.30
8.20
IPWEAQ DRG RS-065.
9.
8.20
THE PROPOSED BEER GARDEN. SIZING
TO BE CONFIRMED BY PRODUCT
PROPOSED 6000 LITRE RAINWATER SUPPLIER
0
8.9
TANK FOR NON-POTABLE USES.
EXISTING FIRE HYDRANT EXISTING PROPERTY SERVICE AND FIRE SIZING TO BE CONFIRMED BY
TO BE UPGRADED - SERVICE TO BE REUSED. REFER PRODUCT SUPPLIER
REFER HYDRAULICS HYDRAULIC CONSULTANT DRAWINGS. PROPOSED DN20 WATER THIS DRAWING IS BEST
0
8.8
PROPERTY CONNECTION AND
CONSULTANT
METER TO LOT 3 RP40197
VIEWED IN COLOUR AND
10.60
10.50
10.40
10.30
10.10
10.20
10.00
9.90
9.80
DRAWINGS.
FH
1.5 ON AN ELECTRONIC DEVICE
0
8.7
FH
9.70
9.60
9.50
9.40
9.30 0 PROJECT NORTH
9.2 8.60
0 1.4 1.3 8.50
9.1 8.40
9.00
V
V
0
8.9 0
V
V
FH
8.3
EP
0
8.8
40
EP
1.2
10.
0
8.7 8.60 8.10
8.50 8.20
8.10
1.1 DIMENSIONS IN METRES EXCEPT WHERE A1 UNREDUCED
J:\2023\23169\05_DRAWINGS\DRG\C0310.DWG
SHOWN OTHERWISE. CULVERT AND PIPE
SIZES IN MILLIMETRES A3 REDUCED
JOINS DRG C0311
SCALES UNREDUCED / REDUCED
CHANGE THIS FIELD WHEN --->
APPLYING TO A NEW ---> 5
0 2 4 6 8 10 m VIEWPORT (OBJECT) --->
1:200 / 1:400
STATUS
PLAN
SCALE 200 FOR APPROVAL
DWN DES CHK APP CLIENT PROJECT SUBJECT PROJECT No.
SCAN QR CODE TO
REV DATE DESCRIPTION
ASSOCIATED CONSULTANTS APPROVED CHECKED
11/04/2025 3:40:48 PM
D 10.04.25 ISSUE FOR OPERATIONAL WORKS APPROVAL AR KHN SG NR QUEENSLAND VENUE 120 POINCIANA AVE, ROADWORKS AND 23169
CONFIRM CURRENT C 18.02.25 ISSUE FOR INFORMATION AR KHN
COMPANY PTY LTD TEWANTIN, QLD DRAINAGE LAYOUT SHEET 1 DRAWING No. REVISION
DRAWING REVISION B 04.02.25 IFC PART 1 AR KHN SG NR
http://docs.bornhorstward.com.au/revision/ A 17.10.24 ISSUE FOR CO-ORDINATION AR KHN SG ---- ---- C0310 D
DATE DATE
COPYRIGHT © - This document is and shall remain the property of Bornhorst & Ward Pty. Ltd. The document may only be used for the purpose for which it was commissioned and in accordance with the terms of engagement. Unauthorised use of this document in any form whatsoever is prohibited.
0 10 20 30 40 50 100 ORIGINAL SIZE A1
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 a few minutes. On mobile data, it is best to wait for Wi-Fi.