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Att 4 Sewer and Water for information
LEGEND
DR = DRIVEWAY
VG = VERGE
PP = PRIVATE PROPERTY
R = BEND RADIUS (HOR, VERT, COMP)
EX MH 1/1 MH 2/1 MS 3/1 MS 4/1 L = BEND LENGTH
STRUCTURE NAME
MAINTENANCE HOLE TYPES
B B B B
MH/MS COVER TYPE G = CONCRETE 0.900Ø
EX MH P2 MS MS F = CONCRETE 1.200Ø
MH/MS TYPE P3 = CONCRETE 1.200Ø
A V V V X = CONCRETE 1.200Ø
BRANCH DROP TYPE
MS = PE 0.600Ø
BRANCH LINE No. 1 1 1 1 TEP = PE TERMINAL END POINT
END = PE END CAP
LID TYPES
B = CLASS B NON TRAFFICABLE
D = CLASS D TRAFFICABLE
IL 6.200m D = 24.40m
IL 6.750m D = 16.55m
IL 7.050m D = 25.15m
PROPERTY CONNECTION
Lot 4 DN100 Depth 0.94m
Lot 5 DN100 Depth 2.18m
IL 5.600m D = 0.6m
TYPE INVERT DIST D/S
Lot 2 DN100 Depth 1.72m
PE MS DROP TYPE
Ex.Lot 25 DN100 Depth 1.35m
Lot 3 DN100 Depth 1.25m
Lot 1 DN100 Depth 1.96m
D = 0.6m
IL 6.300m D = 0.6m
HC DEPTH
STD = STD MANUFACTURED PIPE CONNECTION
(PC) DETAILS
SR = PE SHAFT RISER CONNECTION
MH DROP TYPE
IL 7.150
SIZE
A = STRAIGHT THROUGH SEWER
LOT
NOTE:
A
B
D
D
D
B
ALL SEWERS AND MAINTENANCE STRUCTURES SHALL BE
INSPECTED BY CCTV. THE FIRST CCTV INSPECTION
SHALL BE MADE PRIOR TO COMMISSIONING AFTER ALL
BACKFILLING OPERATIONS HAVE BEEN SATISFACTORILY
COMPLETED AND ALL JUNCTIONS HAVE BEEN INSTALLED.
A SECOND CCTV INSPECTION IS REQUIRED PRIOR TO,
NATURAL EXISTING BUT NOT MORE THAN 2 WEEKS BEFORE, THE ON SITE
CONSTRUCT NEW SURFACE STRUCTURE TO INSPECTION FOR OFF MAINTENANCE CERTIFICATION.
STRUCTURE OVER BE REMOVED
EXISTING SEWER CCTV EQUIPMENT IN ACCORDANCE WITH SECTION 21.8
OF THE SEQ SEWER CODE AND THE WSAA CONDUIT
XX INSPECTION REPORTING CODE OF AUSTRALIA WSA 05
X
X AND THE RESULTS SUBMITTED TO URBAN UTILITIES FOR
X
COMPLIANCE CHECKING
X
EXISTING PROPERTY
CONNECTION TO BE
EXISTING RECONNECTED
SEWER LINE TO
BE REMOVED
NOTE:
ALL REDUNDANT SEWER PROPERTY
CONNECTIONS TO BE SEALED AT
UNITY WATER THE MAIN AND GROUT FILLED, OR
ACCREDITATION & CERTIFICATION SCHEME REMOVED.
WATER APPROVAL REF. NUMBER: -
PROP DESCRIPTION PP ACCREDITED ENTITY: MPN CONSULTING PTY LTD
(ACR / AE 2021-069)
REGISTER CERTIFIER: SHAUN SWENSON (ACR / MAJ 2021-082)
SIGNATURE:
D 05.04.23 FOR APPROVAL TJ SR
CONTACT DETAILS: 07 3335 4505
C 13.03.23 FOR APPROVAL DG SR
DATUM R.L. -8.000 B 12.12.22 FOR APPROVAL DG SR
A 08.11.22 FOR INFORMATION DG SR
ISSUE DATE AMENDMENT BY APP
uPVC 150Ø DN150 - PVC-U COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED
DIA./TYPE/CLASS WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF MPN
CONSULTING PTY LIMITED 2018 ©
1 in 12.20 1 in 50.08 1 in 80.00
GRADE (1 in X)
LENGTH/RADIUS 6.947 27.296 34.101
EMBEDMENT EXIST TYPE 4 TYPE 4
ABN: 39 062 191 799
39 Sherwood Road, Toowong, Qld, 4066
P: 61 7 3335 4555
E: [email protected]
TYPE CLIENT:
NOT FOR CONSTRUCTION
DEPTH OF INVERT
1.820
1.820
1.566
1.526
2.858
2.818
2.160
ENDEAVOUR FOUNDATION
BELOW FSL
1 INTO 5 LOT SUBDIVISION
4.430
4.430
4.970
5.010
5.555
5.575
6.000
INVERT LEVEL ALL MAINTENANCE HOLES TO BE PROVIDED
0 1 2 3 4 5 WITH INTERNAL CORROSION PROTECTION
83 BUTLER STREET TEWANTIN
FINISHED VERT: IN ACCORDANCE WITH SECTION 7.6 OF THE
6.250
6.536
8.393
8.160
SCALE 1:100 (A1) 1:200 (A3) SEQ CODE. QLD, 4565
SURFACE LEVEL
EXISTING 0 10 20 30 40 50 SEWER LONGSECTION
6.25
6.54
8.39
8.16
SURFACE LEVEL HORIZ:
SCALE 1:1000 (A1) 1:2000 (A3)
DESIGN: DG DRAWN: DG SCALES: AS SHOWN
0.000
6.947
34.243
68.344
CHAINAGE CONSULTANT: MPN CONSULTING PTY LTD CHKD: SR APPRD: LS DATE: 05.04.23
CONTACT: LACHLAN -STEPHENSON mpn JOB DRAWING No. REV
(RPEQ 16903)
LINE NUMBER 1 TELEPHONE: (07) 3335 4595
DATE 05.04.23
9279 SR.3.01 D
FOR APPROVAL
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