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Civil Engineering Report
Original PDF page 22, section 1. The text section number identifies this passage in the reader.
EXISTING
LEGEND PROPOSED
W
PROPERTY BOUNDARY
SW
S
N
5.00 CONTOUR 5.00
BUILDING
CONCRETE
EXISTING 150mm uPVC SEWER
T
EDGE OF BITUMEN
SW
S
N
KERB AND CHANNEL
E
W
SW STORM WATER MAIN
W
W WATER MAIN
T
T
N S SEWER MAIN S
SW
S S
S
T TELECOMMUNICATIONS
E
W
E U/G ELECTRICITY
W
O/H ELECTRICITY
T
N
T
FENCE
SW
S
II
N
RW RW ROOFWATER RW RW
E
W
KERB ADAPTER
W
T
T
TREE
SW
S
N
II II
II
E
II II
II
II
II
II
II
W
EXISTING 100mm uPVC WATERMAIN
W
T
T
II II
II
II
II
II
II
II
II
N
N BEST MANAGEMENT PRACTICE STORMWATER QUALITY
S
N
N
E
MANAGEMENT TO BE INCORPORATED INTO THE
W
II
N
II
DEVELOPMENT, WHERE POSSIBLE.
W
T
T
S
PAVEMENT LEGEND
N
E
W
ASSUME SUBGRADE 3%
II
II
W
EXISTING SEWER MAIN SUBJECT TO GEOTECHNICAL TESTS / PAVEMENT
T
T
AVAILABLE FOR EXTENTION TO DESIGN & AUTHORITY APPROVALS (DEPTHS OF GRAVEL
S
N
E SERVICE NEW LOTS. SUBJECT PAVEMENT ARE PROVISIONAL)
E
W
T
TO DETAILED DESIGN AND
II
W
II APPROVAL BY UNITYWATER. DEEP LIFT ASPHALT
T
E
T
EXISTING KERB ADAPTER TO BE T
RETAINED TO SERVICE LOT 5 RW RW RW
EXISTING KERB ADAPTER TO BE
N
E
W
RETAINED TO SERVICE LOT 1
II
W
RW RW RW
TURF TO VERGE
T
T
RW
NEW WATER METER AND
N
SERVICE TO SERVICE LOTS 4
E
W
AND 5 TO UNITYWATER
W
T
REQUIREMENTS
II
T
LOT 1
N
E
W
NEW WATER METER AND
W
SERVICE TO SERVICE LOT 1 TO
W
T
T
UNITYWATER REQUIREMENTS
N
E
W
W W
TE TE RW RW RW NEW KERB ADAPTER WITH
T
II
LOT 5 125mm x 75mm RHS ROOFWATER
WALL
EXISTING STRUCTURES ON SITE TO BE
W
DEMOLISHED. FOLLOWING COMPLETION OF THE PIPE TO SERVICE LOT 2. REFER
TO IPWEA STANDARD DRAWING
N
DEMOLITION WORKS, EVENLY GRADE BUILDING
RET
T
PADS SO NO PONDING OF STORMWATER. STABILISE RS-081
ITH TOTAL GROUND CONTROL OR APPROVED
LOT 2
W
EQUIVALENT.
WALL
EXISTING DRIVEWAY TO BE
N
T
II REMOVED. KERB, ASPHALT
RET
ROAD SURFACE AND TURF TO
W
BE REINSTATED.
LOT 4
N
WALL
T
II
W
EXISTING SEWER PROPOERTY
RET
NEW WATER METER AND
N
CONNECTION TO CAPPED AND SERVICE TO SERVICE LOT 2 TO
T
DISUSED AS PER UNITYWATER'S UNITYWATER REQUIREMENTS
REQUIREMENTS. LOT 3
W
C 03.03.22 PRELIMNIARY ISSUE SR LS
N
B SR LS
II
06.12.21 PRELIMNIARY ISSUE
EXISTING WATER METER TO BE
T
LS
RETAINED TO SERVICE LOT 3 A 25.11.21 PRELIMNIARY ISSUE SR
S ISSUE DATE AMENDMENT BY APP
W
S
EXISTING
S
150mm
S
uPVC SEWER
S S
S
S
∅
S S S S COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED
N
RW RW RW WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF MPN
SW SW SW SW
II
II
II
II
CONSULTING PTY LIMITED 2018 ©
II
II
T N
T N EXISTING KERB ADAPTER TO BE
W W TW RETAINED
W
T TO SERVICE LOT 3
N
EXISTING SEWER N
W
PROPERTY CONNECTION
TO ADJACENT PROPERTY ABN: 39 062 191 799 P: 61 7 3335 4555
39 Sherwood Road, Toowong, Qld, 4066 E: [email protected]
LOT 4 ROOFWATER TO BE
CONNECTED TO EXISTING CLIENT:
W
NOT FOR CONSTRUCTION
ROOFWATER PIT
EXISTING 200mm AC WATERMAIN
EXISTING SEWER MAIN AVAILABLE FOR
ENDEAVOUR FOUNDATION
EXTENTION TO SERVICE NEW LOTS. 1 INTO 5 LOT SUBDIVISION
SUBJECT TO DETAILED DESIGN AND
W
APPROVAL BY UNITYWATER.
83 BUTLER STREET TEWANTIN
W W W W QLD, 4565
W
PRELIMINARY
SERVICES CONNECTION PLAN
DESIGN: SR DRAWN: JCM SCALES: AS SHOWN
W
CHKD: APPRD: DATE:
mpn JOB DRAWING No. REV
0 5 10 12.5 9279 DA.01 C
SCALE 1:250 (A1) 1:500 (A3)
PRELIMINARY
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