Original source · versioned page text
RFI - Attachment C - Civil Engineering Report
Very large file: it may take a few minutes
The original of this document is very large (15.6 MB). Opening the original or downloading it may take a few minutes. Please be patient and don't click again. The page text is quick to read. If you are on mobile data, it is best to wait until you are on Wi-Fi.
Original PDF page 19, section 1. The text section number identifies this passage in the reader.
27000 5650
INLET
900 x 900 ACCESS
Emt A Emt J Emt H
MCH4891 MCH4539
MCH4539
II
II
II
II
II
II 7
II
II
II
II
II
II
II
900 x 900 ACCESS
II
II
II
II
II
II
II
6 SL6.100
WEIR RL 5.30 TO CARTRIDGE BAY
RAMP 1:8 900 x 600 GRATED
II 7
FIELD INLET RL4.60
6200
CAR PARK DRAINAGE SHOWN INDICATIVE BASE AREA = 164m2
AND TO BE CONFIRMED BY HYDRAULIC WEIR RL 5.40
1500
ENGINEER AT DETAILED DESIGN STAGE INLET
15 x 460 STORMWATER
OUTLET
1500
1 360 PSORB STORMFILTER
- CARTRIDGES
BASEMENT
(BELOW) AT FFL2.70
CAR PARKING CAR PARKING
STORM FILTER DETENTION TANK DETAIL PLAN
SCALE 1:100
150 COVER
900 x 900 ACCESS 900 x 900 ACCESS
TO CARTRIDGE BAY
SURFACE LEVEL INLET PIPE
LANDSCAPE
LANDSCAPE
Ø525 OUTLET WEIR RL 5.40 WEIR RL 5.30 INLET
950
800
700
BASE RL 4.60
RAMP 1:7
6 OUTLET 1 OUTLET 2 15 x 460 STORMWATER 360
SP264847
7 LANDSCAPE Ø375 AT IL4.60 2 x Ø225 AT IL4.65 PSORB STORMFILTER
SP264847
RAMP IS NOT SUBJECT TO CARTRIDGES
DIRECT RAINFALL (ROOFED)
RUNOFF TO BASEMENT
WILL BE MINIMAL SECTION 1
SCALE 1:50 -
ROOF 1
ROOF 1
GROUND FLOOR
NOMINAL FACE
GROUND FLOOR
FFL 6.15
FFL 6.15
OF KERB
FSL6.10 6
UNDERGROUND TREATMENT Emt BA
AND DETENTION TANK SP222982
EDGE OF PAVEMENT TYPE B2 - BARRIER KERB (BK)
FALL
DESIGN LEVELS
0 0.2 0.4 0.6 0.8 1.0
FALL
FL EDGE OF PAVEMENT TYPE B1 - BARRIER KERB AND CHANNEL (BKC) SCALE 1:20 (A1) 1:40 (A3)
DESIGN LEVELS
0 0.5 1.0 2.0 2.5
FL
SCALE 1:50 (A1) 1:100 (A3)
LANDSCAPE LANDSCAPE EDGE OF PAVEMENT TYPE M6 - FLUSH KERB (FL)
BK DESIGN LEVELS 0 1 2 3 4 5
FIELD INLETS PROVIDED FOR
FSL5.90 HYDRAULIC ENGINEER
CONNECTION OF ROOF WATER DENOTES SETOUT POINT SCALE 1:100 (A1) 1:200 (A3)
EX5.40 Emt S E W
FH
BK FSL5.75 E
BK
SP264847
FSL5.40 S S W S T 0 5 10 12.5
Emt R WAY T
IPWEAQ KERB AND KERB AND CHANNEL
ING DRIVE
S S E W
S
EXIST S S
SP264847 S S
E T S
S W SCALE 1:250 (A1) 1:500 (A3)
S
S
BKC E T S SET-OUT POINTS AND DESIGN LEVELS
EX5.80 T W
S S
S E S (REFER IPWEAQ STD DWG No RS-080)
Emt O
S S
T W
S S S S
SP244573 E S SCALE 1:20
EX5.60 T W
E
S E 16.05.19 PRELIMINARY ISSUE KC MH
SW SW SW SW T W 6
SW S
6
BKC SW SW SW SW E W D 17.04.19 PRELIMINARY ISSUE KC MH
IL 4.506 SW SW T S
SW E W C 30.10.18 PRELIMINARY ISSUE KC MH
S
CONNECT TO EXISTING T
W
STORMWATER PIT
E B 24.08.18 PRELIMINARY ISSUE KC MH
LEGEND
S
OUTLET TO BASIN W T SW
SW
E IL 4.290 (ESTIMATED) E SW EXISTING PROPOSED A 30.07.18 PRELIMINARY ISSUE BCM MH
T
S
W W SW SW SW
PROPERTY BOUNDARY ISSUE DATE AMENDMENT BY APP
E T S
SW
E
3 W 5.00 CONTOUR COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED
FH
SP246584 WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF MPN
W E T
S BUILDING
FH
CONSULTING PTY LIMITED 2017 ©
W
E
FH
CONCRETE MPN Consulting Pty Ltd
DRIV
E SW
mpn
T
S
T ABN: 39 062 191 799
E W SW EDGE OF BITUMEN
T 39 Sherwood Road, Toowong, Qld, 4066
W
E T
S
SW KERB P: 61 7 3335 4555
W consulting F: 61 7 3371 3196
KERB AND CHANNEL
E
S SW E: [email protected]
T E T
W SW NOTE: FLUSH KERB
E
ET
S
SW ENVIROPODS TO BE FITTED SW STORM WATER MAIN CLIENT:
W E SW
NOT FOR CONSTRUCTION
T
E S
NN SW TO EACH FIELD INLET PIT W WATER MAIN RIBARJA PROPERTY
FMA
W W T SW S SEWER MAIN
T E
HO SW
S
SW SW
T TELSTRA CABLE HOFMANN DRIVE MEDICAL CENTRE
W E E U/G ELECTRICITY
E
SW
S
SW O/H ELECTRICITY
N
E SW
SW
LANDSCAPE WALL
S SW SW SWALE DRAIN HOFMANN DRIVE, NOSSAVILLE QLD
E
TREATMENT TABLE FINISHED SURFACE LEVEL FSL 22.22
CATCHMENT IMPERVIOUS STORMWATER DRAINAGE
MUSIC NODE TREATMENT TYPE
AREA (Ha) AREA (%) ROOF AREA TREATMENT PLAN
ROOF 0.305 100 DESIGN: ND DRAWN: ND SCALES: AS SHOWN
CHKD: APPRD: DATE:
ROAD AREA
LANDSCAPE STORMWATER 360 ENVIROPODS 0.115 25 mpn JOB DRAWING No. REV
AND STORMFILTERS
ROAD 0.254 100 LANDSCAPE AREA 7700 DA.01 E
PRELIMINARY
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
Very large file: the download may take a few minutes. If you are on mobile data, it is best to wait until you are on Wi-Fi.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.