Original source · versioned page text
Appendix J - Civil Engineering Report and SBSMP.pdf
W M
DN150 THRUST RESTRAINT NEW
N35
KER
600mm LONG (FL-FL) B
DI P
DN150 VALVE (FL-FL)
50
DN1
DN150 BLANK END NEW
KER
WITH BSP TAP B
NEW OD180 PE100 PN16 WM NEW
NEW
FOO
TPA
TH
OD180 TEE
RY
NDA
DN150 THRUST RESTRAINT
NEW OD180 PE100 PN16 WM 600mm LONG (FL-SOC)
BOU
BOUNDARY
DN150 VALVE (FL-FL)
PROVIDE NEW HYDRANT PATTERN DN100 DN150 THRUST RESTRAINT OD180 STUB FLANGE WITH EF COUPLING
CONFIGURATION TO STANDARD DRAWING 600mm LONG (FL-FL) NEW OD180 PE100 PN16 WM
SEQ-WAT-1108-4 & 5 DN150 VALVE (FL-FL)
APPLIES TO LOTS 12 & 14, OTHERWISE NEW NEW OD180 PE100 PN16 WM
FOO
PROVIDE BLANK FLANGE BEFORE BOUNDARY TPA
TH
CONTRACTOR NEW OD180 PE100 PN16 WM
ALL THRUST BLOCKS TO OD180 TEE CONTRACTOR
OD180 TEE
BE IN ACCORDANCE
ALL THRUST BLOCKS TO
WITH SEQ-WAT-1205-1 & BOU
NDA BE IN ACCORDANCE
SEQ-WAT-1206-1 NEW OD180 PE100 PN16 WM RY
WITH SEQ-WAT-1205-1 &
CONNECTION DETAIL F SEQ-WAT-1206-1
REFER TO DRAWING 1856-W05
SCALE 1:50 (A3)
0 0.4 0.8 1.2 1.6 2.0m
0 0.5 1.0 1.5 2.0 2.5m CONNECTION DETAIL G
REFER TO DRAWING 1856-W05
SCALE 1:40 A3
SCALE 1:50 A3 SCALE 1:40 (A3)
H
PAT
M
OT
6W
0 P 180
FO
H
N1
LIV
PAT
PE W OD
W
EW
NE
0 RCP SW DN150 GIBAULT
NEW DN90 R
OT
E OD180 STUB FLANGE
OR
10
AT
NE
W WITH EF COUPLING
KS
FO
O RM
BY
ST
W
DN150 11.25° BEND
U
B
NE
NIT
DN150 THRUST RESTRAINT
KER
(SOC-SOC)
YW
600mm LONG (FL-FL)
RB
DN150 11.25° BEND
ATE
W
NE
KE
(SOC-SOC)
NE
R
W
W
DN150 TEE (FL-FL-FL) OD180 STUB FLANGE
NE
KE
NE
WITH EF COUPLING
RB
W
NE
KE
W
RB
DN150 VALVE (FL-FL)
FO
OT
CONTRACTOR
DN150 VALVE
PA
NE
(SOC-SOC) DN150 THRUST RESTRAINT W
OFF
OD
T
ALL THRUST BLOCKS TO 600mm LONG (FL-FL)
H
18
0P
LIN
BE IN ACCORDANCE
NE
E1
0
E
WITH SEQ-WAT-1205-1 & 0P
W
WO
N1
SEQ-WAT-1206-1 6W
DN150 GIBAULT
FO
R
OD180 STUB FLANGE M
KS
OT
WITH EF COUPLING
PA
DN150 GIBAULT DN150 THRUST RESTRAINT
RY
M
T
600mm LONG (FL-FL)
6W
H
DA
RY
0 P 180
DN150 CONNECTOR
DA
UN
N1
(FL-SP)
TH
DN150 VALVE (FL-FL)
PE W OD
UN
OD180 STUB FLANGE BO CONTRACTOR
PA
BO
WITH EF COUPLING
OT
10
DN150 THRUST RESTRAINT
NE 16 W
NE
PN
FO
600mm LONG (FL-FL) ALL THRUST BLOCKS TO
W
CONNECTION DETAIL E BE IN ACCORDANCE
W
OD
REFER TO DRAWING 1856-W05
NE
WITH SEQ-WAT-1205-1 &
BO
18
M
SCALE 1:50 (A3) SEQ-WAT-1206-1
UN
CONNECTION DETAIL E2
0P
0 0.5 1.0 1.5 2.0 2.5m
0 0.5 1.0 1.5 2.0 2.5m
DA
E1
REFER TO DRAWING 1856-W05
R
00
SCALE 1:50 (A3) SCALE 1:50 A3
Y
SCALE 1:50 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
B 27-11-20 REVISED AS PER COUNCIL RFI MEETING MM CL DATUM AHD SHEET: 13 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 W13 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 2 OF 5
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