Original source · versioned page text
Appendix J - Civil Engineering Report and SBSMP.pdf
TH
A
TP
H
O
B
AT
FO
R
TP
KE
EW
O
EW
FO
N DN150 THRUST RESTRAINT
N
600mm LONG (FL-SOC)
EW
N
DN150 VALVE (FL-FL)
RB
KE
OD180 PE100 PN16 WM
W
OD180 PE100 PN16 WM OD180 STUB FLANGE WITH EF COUPLING
RB
NE
Y
KE
AR
OD180 STUB FLANGE
W
D
WITH EF COUPLING
UN
NE
OD180 PE100 PN16 WM
BO
DN150 THRUST RESTRAINT
OD180 STUB FLANGE 600mm LONG (FL-FL) DN150 DI PN35 WM
WITH EF COUPLING
TH
PA
OD180 TEE
OT
DN150 THRUST RESTRAINT DN150 VALVE (FL-FL)
FO
600mm LONG (FL-FL)
CONTRACTOR
W
DN150 TEE (FL-FL-FL) OD180 PE100 PN16 WM
NE
DN150 VALVE (FL-FL)
ALL THRUST BLOCKS TO
TH
Y
BE IN ACCORDANCE
PA
AR
DN150 THRUST RESTRAINT WITH SEQ-WAT-1205-1 &
TH
OT
ND
600mm LONG (FL-FL) SEQ-WAT-1206-1
PA
FO
U
OT
BO
W
OD180 STUB FLANGE
FO
NE
WITH EF COUPLING
W
NE
CONNECTION DETAIL I CONNECTION DETAIL J
OD180 PE100 PN16 WM REFER TO DRAWING 1856-W06
CONTRACTOR
REFER TO DRAWING 1856-W07
TH
SCALE 1:40 (A3)
PA
SCALE 1:40 (A3) ALL THRUST BLOCKS TO
OT
BE IN ACCORDANCE
0 0.4 0.8 1.2 1.6 2.0m 0 0.3 0.6 0.9 1.2 1.5m
FO
WITH SEQ-WAT-1205-1 &
W
SEQ-WAT-1206-1
NE
SCALE 1:40 A3 SCALE 1:30 A3
PROVIDE BLANK FLANGE
WITH BSP TAP RY
DA
NE
WF
UN
OO
TPA
TH
BO
NEW DN150
CONNECTOR (FL-SOC)
BOU
NDA
RY PROVIDE BLANK FLANGE
NEW DN150
WITH BSP TAP
VALVE (FL-FL)
RY
B
KER
NEW DN150 NEW DN150
NDA
B
DN150 VALVE (FL-FL)
VALVE (FL-FL)
KER
TEE (FL-FL-FL)
OD180 PE100 PN16 WM
NEW
BOU
NEW
NEW DN150
CONNECTOR (FL-SOC)
NEW DN150 45° BEND
(FL-FL) x 2
PROVIDE BLANK FLANGE OD180 PE100 PN16 WM
WITH BSP TAP 8° DEFLECTION
NEW
FOO NEW DN150
TPA
TH CONNECTOR (FL-SOC)
NEW DN150 90° BEND (FL-FL)
WITH BLANK END NE
W OD
DN150 THRUST RESTRAINT 600mm 180
LONG (FL-FL) OD180 TEE PE1
00
PN
NEW DN150 11.25° 16
OD180 STUB FLANGE WITH EF COUPLINE WM
BEND (SOC-SOC)
NEW DN150 DI PN35 WM
CONTRACTOR
NEW
KER CONNECTION DETAIL H CONNECTION DETAIL I2
B CONTRACTOR REFER TO DRAWING 1856-W06
REFER TO DRAWING 1856-W05
ALL THRUST BLOCKS TO SCALE 1:40 (A3)
SCALE 1:40 (A3) ALL THRUST BLOCKS TO
BE IN ACCORDANCE 0 0.4 0.8 1.2 1.6 2.0m BE IN ACCORDANCE 0 0.4 0.8 1.2 1.6 2.0m
WITH SEQ-WAT-1205-1 & NEW
KER WITH SEQ-WAT-1205-1 &
SEQ-WAT-1206-1 B SEQ-WAT-1206-1
SCALE 1:40 A3 SCALE 1:40 A3
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED SUBDIVISION 1856
A 18-03-20 FOR APPROVAL MM CL AT NOOSA CIVIC, WALTER HAY DRIVE
27-11-20 REVISED AS PER COUNCIL RFI MEETING MM CL DATUM AHD SHEET: 14 OF 17
FOR STOCKWELL PTY LTD
C 08-02-21 FOR CONSTRUCTION JP TS DESIGN MM
AS SHOWN
................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN MM Director: CAMERON LANDRETH
DESIGN CHECK (RPEQ 19358) p 07 5443 8285 WATERMAIN CONNECTION DETAIL PLAN W14 C
CL
e [email protected] w www.barlowshelley.com.au
DATE 18-03-20
This drawing is not to be copied or amended without written permission from
Barlow Shelley Consulting Engineers FOR CONSTRUCTION a PO Box 899, Maroochydore,4558 ABN 89 215 591 077 SHEET 3 OF 5
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