monterea 204 monterea road - monterea ripley | house
TRANSCRIPT
CIVIL AND STRUCTURAL www.bornhorstward.com.au
Level 4, 67 Astor TerraceSpring Hill, QLD 4000, Australia
P. +61 (7) 3013 4699
0 10 20 4030 50 100
COPYRIGHT © - This document isand shall remain the property ofBornhorst & Ward Pty. Ltd. Thedocument may only be used forthe purpose for which it wascommissioned and in accordancewith the terms of engagement.Unauthorised use of thisdocument in any form whatsoeveris prohibited.
DATEREV DWN DES CHK APPDESCRIPTION
ORIGINAL SIZE A1
PROJECT No.CLIENT PROJECT SUBJECT
REVISIONDRAWING No.
APPROVED
RPEQ
ASSOCIATED CONSULTANTS
DATE DATE
CHECKED
STATUS
7729
12386204 MONTEREA ROAD, RIPLEY - STAGE 2
G.J. AND P.J. McHALE
AS CONSTRUCTED
23/05/17 23/05/17 G
G 18.09.18 AS CONSTRUCTED LCFABU NR NRF 17.01.18 FOR QUU APPROVAL SY SY NRE 12.12.17 AMENDEMENTS TO QUU COMMENTS CJM SY D 17.11.17 RESPONSE TO QUU RFI CJM SY C 26.09.17 UPDATED TITLEBLOCK INFORMATION RMWTM
C1600
SEWER RETICULATIONNOTES AND DETAILS
ALL WATER AND SEWERAGE CONSTRUCTION WORK SHALLCOMPLY WITH THE REQUIREMENTS OF THE CURRENTQUEENSLAND WORKPLACE HEALTH AND SAFETY ACT.CONTACT THE DIVISION OF WORKPLACE HEALTH ANDSAFETY FOR INFORMATION. PHONE 1300 362 128
"DIAL BEFORE YOU DIG" TO BE CONTACTEDPH: 1100 FOR LOCATION FOR THE LOCATION OF EXISTING
PUBLIC UTILITIES, PRIOR TO EXCAVATION
LOCALITY PLANUBD MAP REF: 233, GRID N17
SITE ADDRESS: 411 RIPLEY ROAD, RIPLEYN.T.S.
LEVEL DATUM
R.P. DESCRIPTIONLOT 2 ON RP58173PARISH OF IPSWICH
DATUM:PSM:LOCATED:
LEVEL:AHD58130MONTEREA ROAD & RIPLEY ROAD, RIPLEY
54.763m
CONSULTANT:CONTACT:TELEPHONE:
BORNHORST AND WARD PTY LTDNICK ROZIS(07) 3013 4699
NOTE:SERVICE LOCATIONS AND DEPTHS ARE ESTIMATED FROMSURVEY DATA AND RECORDS. THE ACTUAL LOCATION OFSERVICES IS TO BE DETERMINED ON SITE BY THECONTRACTOR PRIOR TO COMMENCEMENT OF WORKS.
DESCRIPTIONNo. M.H.No.
M.H.TYPE
E.S.L. I.LTYPE
COVERSEWER
DIA. LOTNO
1(A) 0.5 m FROM TEMPORARY END CAP ON EXISTING SEWERSTUB CONTRACTOR TO CONSTRUCT LINE 5.
1(B) AFTER CLEANSING, TESTING AND INSPECTION OFCONSTRUCTED WORKS (BY QUU AND CONSULTANT)CONTRACTOR TO NOTIFY QUU OF LIVE WORKSCONNECTION AND ARRANGE FOR QUU REPRESENTATIVETO ATTEND.
1(C) CONTRACTOR TO PLUG LINE 5 STUB CONNECTION ATDOWNSTREAM MANHOLE UNDER QUU SUPERVISION.
LIVE SEWER WORK
3/5 STUB -
F.S.L.
48.920 48.536
DEPTH
1.804m
INVERT
ESTATE/STAGE
SITE ADDRESS
QUU FILE
QUU DELEGATE APP. DATE
CLIENTJOB REFERENCE NO.MAINS
411 RIPLEY ROAD, RIPLEY
STAGE 2
DIAMETER MATERIAL
ASSET REGISTER - RETICULATION SEWER
DESIGN CONSTLENGTH
DESIGN CONST
PROPERTYCONNECTIONS DIAMETER MATERIAL
DESIGN CONSTLENGTH
DESIGN CONST
MH TYPE & NO.
G F X MS
MH'S
Ø11053 PE
1 51
17-PNT-27548
-
GJ & PJ McHALE
-
2
-- -
-
-
160 PE
250 PE
614m
0m
-
-
315 PE 35m
-
-
-
-
- -
NAME OF ESTATESUBDIVIDER
APPLICATION No.
SP DELEGATE
APPROVAL DATE
DRAWING/PLAN No.
No. OF ALLOTMENTS
AREA IN Ha.
LENGTH OFSEWERS
GJ & PJ McHALE
-
-
C1600 - C1603 & C1620 -C1623
53
-
614m160mm
250mm
315mm
0m
35m
63 50.340
1/9 STUB - 47.293 45.425 1.779ROAD 3 47.204
5/8 STUB - 46.706 44.428 2.726
DN160
DN160
DN315 ROAD 3 47.154
PROPOSED LIVE WORKS.
CONNECTION 2&3 ON DWG C1601
204 MONTEREAROAD,RIPLEY
SEWER RETICULATIONSTAGE 2
PROPOSED LIVE WORKS.
CONNECTION 1 ON DWG C1601
17-PNT-27548
xxCAUTIONxxAPPROX. LOCATION OF PUBLIC UTILITIES ONLY.
EXACT LOCATION AND DEPTH TO BE DETERMINEDON SITE BY THE CONTRACTOR PRIOR TO
COMMENCING WORK.
TELSTRA:- PH: 1800 114 918ENERGEX:- PH: 07 3407 6381ICC:- PH: 3810 6666GAS INSPECTOR:- PH: 07 3467 9514
PROPERTY CONNECTIONS HAVE BEEN DESIGNED TOCONTROL THE REQUIRED SERVICE AREA OF EACHLOT AT A GRADE OF 1:60 AND A MAXIMUM DEPTHOF PROPERTY CONNECTION AT 1.5m. UNLESSOTHERWISE STATED. FOR JUNCTION DETAILS.REFER DEQ-SEW-1106-1 TO SEQ-SEW-1106-6
CONTRACTOR SHALL COORDINATE WITH ELECTRICAL,COMMUNICATIONS, FIRE, HYDRAULIC SERVICES ANDLANDSCAPE CONSULTANT'S DRAWINGS FORLOCATIONS OF PROPOSED OR RETAINED SERVICES.NO PAVING OR KERB IS TO BE PLACED UNTIL ALLSERVICES UNDER HAVE BEEN PLACED AND TESTED.
ALL WATER AND SEWERAGE CONSTRUCTION SHALL COMPLYWITH THE REQUIREMENTS OF THE QUEENSLAND WORKHEALTH AND SAFETY ACT 2011. CONTACT THE DIVISION OFWORK PLACE HEALTH AND SAFETY FOR INFORMATION.PH: 1300 362 128
DRAWING LISTSHEET NUMBER SHEET TITLE
C1600 SEWER RETICULATION NOTES AND DETAILSC1601 SEWER RETICULATION LAYOUTC1602 SEWER RETICULATION LEGENDC1603 SEWER RETICULATION NOTESC1620 SEWER RETICULATION LONGITUDINAL SECTION SHEET 1C1621 SEWER RETICULATION LONGITUDINAL SECTION SHEET 2C1622 SEWER RETICULATION LONGITUDINAL SECTION SHEET 3C1623 SEWER RETICULATION LONGITUDINAL SECTION SHEET 4C1624 SEWER RETICULATION LONGITUDINAL SECTION SHEET 5
ALL LIVE WORKS SHALL BE UNDERTAKEN BY THE CONTRACTOR IN ACCORDANCEWITH A VALID NETWORK ACCESS PERMIT, UNDER THE SUPERVISION OF QUU, ATTHE DEVELOPERS EXPENSE
2(A) 0.5 m FROM TEMPORARY END CAP ON EXISTING SEWERSTUB CONTRACTOR TO CONSTRUCT LINE 6.
2(B) AFTER CLEANSING, TESTING AND INSPECTION OFCONSTRUCTED WORKS (BY QUU AND CONSULTANT)CONTRACTOR TO NOTIFY QUU OF LIVE WORKSCONNECTION AND ARRANGE FOR QUU REPRESENTATIVETO ATTEND.
2(C) CONTRACTOR TO PLUG LINE 6 STUB CONNECTION ATDOWNSTREAM MANHOLE UNDER QUU SUPERVISION.
3(A) 0.5 m FROM TEMPORARY END CAP ON EXISTING SEWERSTUB CONTRACTOR TO CONSTRUCT LINE 8.
3(B) AFTER CLEANSING, TESTING AND INSPECTION OFCONSTRUCTED WORKS (BY QUU AND CONSULTANT)CONTRACTOR TO NOTIFY QUU OF LIVE WORKSCONNECTION AND ARRANGE FOR QUU REPRESENTATIVETO ATTEND.
3(C) CONTRACTOR TO PLUG LINE 8 STUB CONNECTION ATDOWNSTREAM MANHOLE UNDER QUU SUPERVISION.
TEP
1
ENGINEER'S CERTIFICATION
_ _ _ _ _ _ _ _ _ _ _RPEQ (signature) RPEQ No. _ _ _ _ _ _ Date:7729
NICHOLAS ROZISI, ....................................................................., hereby certify that:1. The information contained in this drawing / document is in compliance
with approved drawings and design.2. The new water and sewerage works defined by this drawing have been
designed and constructed in accordance with the SEQ Code.3. This represents an accurate record of as-constructed works4. I accept responsibility for the information contained in this drawing /
document.
20.09.18
FALVEY STREET
CLARKE STREET
MICHELS STREET
MONTEREA
ROAD
RIPLEY
ROAD
CIVIL AND STRUCTURAL www.bornhorstward.com.au
Level 4, 67 Astor TerraceSpring Hill, QLD 4000, Australia
P. +61 (7) 3013 4699
0 10 20 4030 50 100
COPYRIGHT © - This document isand shall remain the property ofBornhorst & Ward Pty. Ltd. Thedocument may only be used forthe purpose for which it wascommissioned and in accordancewith the terms of engagement.Unauthorised use of thisdocument in any form whatsoeveris prohibited.
DATEREV DWN DES CHK APPDESCRIPTION
ORIGINAL SIZE A1
PROJECT No.CLIENT PROJECT SUBJECT
REVISIONDRAWING No.
APPROVED
RPEQ
ASSOCIATED CONSULTANTS
DATE DATE
CHECKED
STATUS
PROJECT NORTH
A1 UNREDUCED
A3 REDUCED
UNREDUCED / REDUCEDSCALES
DIMENSIONS IN METRES EXCEPT WHERESHOWN OTHERWISE. CULVERT AND PIPESIZES IN MILLIMETRES
7729
12386204 MONTEREA ROAD, RIPLEY - STAGE 2
G.J. AND P.J. McHALE
AS CONSTRUCTED
23/05/17 23/05/17 M
M 18.09.18 AS CONSTRUCTED LCFABU NR NRL 23.07.18 EASEMENT AMENDED SY SYK 18.07.18 EASEMENT AMENDED CJM SY NRJ 27.02.18 MH1/6 & MH4/6 LOCATION AMENDED TO SUIT SECTION SY SYH 17.01.18 FOR QUU APPROVAL SY SY NR
C1601
SEWER RETICULATIONLAYOUT
100 5 15 201 : 500 / 1 : 1000
25mA
PLAN BSCALE 1:500
NOTE:ACCESS EASEMENT SHALL BE PROVIDED TOALL MAINTENANCE STRUCTURES WITHINPRIVATE PROPERTY IN FAVOUR OF QUU
ENGINEER'S CERTIFICATION
_ _ _ _ _ _ _ _ _ _ _RPEQ (signature) RPEQ No. _ _ _ _ _ _ Date:7729
NICHOLAS ROZISI, ....................................................................., hereby certify that:1. The information contained in this drawing / document is in compliance
with approved drawings and design.2. The new water and sewerage works defined by this drawing have been
designed and constructed in accordance with the SEQ Code.3. This represents an accurate record of as-constructed works4. I accept responsibility for the information contained in this drawing /
document.
20.09.18
47.50
47.50
50.00
50.00
50.00
50.0
0
50.00
50.00
50.0
0
50.00
52.5
0
52.5
0
52.5
0
52.50
52.50
52.50
52.5
0
52.50
55.00
55.00
55.00
55.0
0
55.0
0
55.0
0
45.50
46.0046.00
46.0
0
46.50
46.5
0
47.00
47.0
0
47.0
0
48.0
0
48.00
48.00
48.00
48.00
48.50
48.5
048
.50
48.50
48.50
48.50
48.50
49.00
49.0
0
49.0
0
49.0
0
49.00
49.00
49.00
49.00
49.50
49.5
0
49.50
49.5
0
49.50
49.50
49.50
49.50
50.5
0
50.50
50.5
0
50.50
50.50
50.50
50.5
0
51.00
51.0
0
51.00
51.0
0
51.00
51.5
0
51.5
0
51.50
51.5
0
51.50
51.5
0
51.50
52.0
0
52.0
0
52.0
0
52.00
52.0
0
52.00
52.00
52.0
0
52.0053
.00
53.0
0
53.00
53.00
53.00
53.0
0
53.0
0
53.5
0
53.50
53.50
53.50
53.5
0
53.5
053
.50
54.00
54.00
54.00
54.00
54.0
0
54.0
0
54.0
0
54.5
0
54.50
54.50
54.5
0
54.5
0
54.5
0
54.5
0
55.50
55.50
55.5
055
.50
55.5
0
56.00
56.00
56.0
0
56.0
0
56.5
0
56.5
0
50.00
52.5
0
55.00
57.50
49.0
0
49.5
050.5051.0051.5052
.0053
.00
53.5
0
54.0
0
54.5
0
55.5056
.0056.50
58.00
58.00
58.5
059
.00
34
61
68
67
6665646362
90 91 92 93 94 95
33
ROAD
2 ROAD 4 ROAD 4
ROAD 6 ROAD 6
ROAD
3
ROAD
5
ROAD
3
PUBLIC WALKWAY
ROAD 6900
35
36373839
4041
42
43 44 45 46 47 48
49
60
59
58
57
565554
81 80 79 78 77
76
75
74
73
72
71
70
69
68
67
85 86 87 88 89
53525150
84 83 82
96
97
98
99
100
101
102
103
104
105
106
ROAD 5
ROAD 3
PUBLIC WALKWAY
ROAD
2
2.00
0
2.00
0
1.755
2.500
2.400m
2.700m
INDICATIVE ALIGNMENT FOR FUTURESEWER CONNECTION TO SERVICECATCHMENTS: 3A, 3B, 4A, 4B, 5A, 5BON DWG C1690 (B+W Job# 12386A).
1.755
CONSTRUCT Ø160 PE STUB CONNECTION AND ENDCAP FOR FUTURE CONNECTION.(CATCHMENT 2 ON DWG C1690, B+W Job# 12386A)
2.00
0
2.500m
2.000
LIVE SEWER CONNECTION 3REFER PLAN C1600 FOR DETAILS
4.900
5.200
5.100
LIVE SEWER CONNECTION 1REFER PLAN C1600 FOR DETAILS
47.879
51.047
53.118
52.840
52.440
52.054
51.684
55.846
54.034
5.300
1.50
0
1.50
0
2.00
0
1.75
5
1.75
5
2.40
0
2.70
0
2.700
17.900
5.000
5.000
5.200
5.300
5.1008.400
5.8005.2005.5005.2005.100
5.200
7.900
1.700
4 DEGREE DEFLECTIONAT MANHOLE 8/2
CONSTRUCT Ø250 PE STUB CONNECTIONAND END CAP FOR FUTURE CONNECTION.
1.700m
1.000
1.00
0
47.96
47.72
48.11
48.27
48.43
48.76
49.0049.40
49.7250.1451.04
51.8952.8853.96
55.29 54.15 52.89 52.09 50.99 50.40 49.96 49.5349.07
48.85
48.69
48.51
48.37
48.21
48.05
47.61
47.67
47.88
48.08
49.03
48.77
48.52
48.29
47.51
48.31
48.52
49.27
49.53
49.80
48.7448.95
49.95
50.32
49.3649.82
50.7951.20
50.42
52.09
51.1152.25
53.2754.30
53.4154.46
55.3356.41
55.51
56.75 55.60 54.80 53.98 53.43 52.87 52.46 51.95 51.67
51.49
51.37 50.39
50.82
51.18
51.5151.8752.3852.8253.3654.2855.1256.07
19
88
78
68
118
108
46
26
HB16
55
HB15
35
25
58
FUT1
16
36
48
45
15
1.0m WIDE EASEMENTFOR ACCESS
1.0m WIDE EASEMENTFOR ACCESS.
1.000EMT.
LIVE SEWER CONNECTION 3REFER PLAN C1600 FOR DETAILS
98
CIVIL AND STRUCTURAL www.bornhorstward.com.au
Level 4, 67 Astor TerraceSpring Hill, QLD 4000, Australia
P. +61 (7) 3013 4699
0 10 20 4030 50 100
COPYRIGHT © - This document isand shall remain the property ofBornhorst & Ward Pty. Ltd. Thedocument may only be used forthe purpose for which it wascommissioned and in accordancewith the terms of engagement.Unauthorised use of thisdocument in any form whatsoeveris prohibited.
DATEREV DWN DES CHK APPDESCRIPTION
ORIGINAL SIZE A1
PROJECT No.CLIENT PROJECT SUBJECT
REVISIONDRAWING No.
APPROVED
RPEQ
ASSOCIATED CONSULTANTS
DATE DATE
CHECKED
STATUS
A1 UNREDUCED
A3 REDUCED
UNREDUCED / REDUCEDSCALES
DIMENSIONS IN METRES EXCEPT WHERESHOWN OTHERWISE. CULVERT AND PIPESIZES IN MILLIMETRES
7729
12386204 MONTEREA ROAD, RIPLEY - STAGE 2
G.J. AND P.J. McHALE
AS CONSTRUCTED
23/05/17 23/05/17 H
H 18.09.18 AS CONSTRUCTED LCFABU NR NRG 17.01.18 FOR QUU APPROVAL SY SY NRF 12.12.17 AMENDEMENTS TO QUU COMMENTS CJM SY E 17.11.17 RESPONSE TO QUU RFI CJM SY D 26.09.17 UPDATED TITLEBLOCK INFORMATION RMWTM
C1620
SEWER RETICULATIONLONGITUDINAL SECTIONSHEET 1
100 5 15 201 : 500 / 1 : 1000
25mA
3.02.01.00 5.04.01 : 100 / 1 : 200
mB
ENGINEER'S CERTIFICATION
_ _ _ _ _ _ _ _ _ _ _RPEQ (signature) RPEQ No. _ _ _ _ _ _ Date:7729
NICHOLAS ROZISI, ....................................................................., hereby certify that:1. The information contained in this drawing / document is in compliance
with approved drawings and design.2. The new water and sewerage works defined by this drawing have been
designed and constructed in accordance with the SEQ Code.3. This represents an accurate record of as-constructed works4. I accept responsibility for the information contained in this drawing /
document.
20.09.18
MANHOLE TYPESG - CONCRETE Ø900
F - CONCRETE Ø1200
X - CONCRETE Ø1200
MS - MAINTENANCE SHAFT PE Ø600
TEP - TERMINAL ENTRY POINT
STOP END - STOP END
LID TYPESD - CLASS D TRAFFICABLE
B - CLASS B NON-TRAFFICABLE
FOR MANHOLE AND LID DETAILS
REFER SEQ STD DRAWINGS
CONCRETE BULKHEADSFOR CONCRETE BULKHEAD DETAILS
REFER SEQ STD DWG SEQ-SEW-1206-1
SEWER RETICULATION LONGITUDINAL SECTIONSCALE: 1:500 (HORIZONTALLY)
1:100 (VERTICALLY)
38.000
DN160 PE100 SDR21
1 in 39.98
27.145
48.4
6349
.411
36.6
6547
.571
48.3
031.
840
1.79
0
2/5
75°
MS
BA
1 in 53.33
61.307
48.8
0949
.992
63.8
1048
.300
48.3
201.
692
1.67
2
3/5
-16°
MS
BA
Lot 5
937
.568
1.49
3IL
49.
27m
Lot 5
856
.882
1.48
3IL
49.
63m
2.728
49.7
2651
.472
136.
866
49.6
9049
.710
1.78
21.
762
4/5
15°
MS
BA
Lot 5
70.
000
1.03
2IL
50.
44m
2.840
49.8
2651
.538
TP 1
39.5
9449
.802
49.8
101.
728
1.72
8
HB1/5
2.840
49.9
4151
.598
IP 1
42.4
3449
.913
49.9
131.
685
1.68
5
1 in 27.40
83.462
50.0
8051
.662
TP 1
45.2
7450
.017
49.8
021.
645
1.64
5
Lot 5
67.
525
1.45
6IL
50.
40m
Lot 5
521
.025
1.34
6IL
51.
01m
Lot 5
432
.855
1.38
2IL
51.
42m
Lot 5
347
.095
1.40
9IL
51.
92m
Lot 5
260
.205
1.50
0IL
52.
76m
Lot 5
172
.190
1.49
8IL
53.
61m
Lot 5
00.
000
1.05
8IL
55.
00m
55.3
7356
.058
228.
737
53.0
632.
994
5/5
MS
BA
CHAINAGE
NATURAL SURFACE
DESIGN SURFACE LEVEL
INVERT LEVEL
DEPTH TO INVERT
GRADEDIAMETERPROPERTY DESCRIPTION
JUNCTION INVERT LEVEL
MANHOLE/END NAMEMANHOLE TYPELID TYPEJUNCTION LINEDROP TYPE
DEPTH TO HC
HC INVERT LEVELINVERT LEVELHC TYPEHC LOT No.
CH. FROM D/S MH
EMBEDMENT TYPE
DATUM RL
5
TYPE 3
ALLOTMENT
LIVE SEWER CONNECTION 1. REFER LIVEWORKS TABLE ON DWG C1600
STAGE 1 STAGE 2
DN160 PE100 SDR21
EXISTING
ALLOTMENT
1 in 53.33
48.9
2050
.340
75.5
5948
.536
1.80
4
11.749
DESIGN SURFACEEXISTING SURFACE
R 20
.00
L 5.
685
END
CAP
A1 A1 C3 A1 A1 A1 A1 B1 C3 C3
DEPTH OF LINE DICTATED BYADJACENT STORMWATER LINE
53.0
80
49.6
77
49.6
80
CIVIL AND STRUCTURAL www.bornhorstward.com.au
Level 4, 67 Astor TerraceSpring Hill, QLD 4000, Australia
P. +61 (7) 3013 4699
0 10 20 4030 50 100
COPYRIGHT © - This document isand shall remain the property ofBornhorst & Ward Pty. Ltd. Thedocument may only be used forthe purpose for which it wascommissioned and in accordancewith the terms of engagement.Unauthorised use of thisdocument in any form whatsoeveris prohibited.
DATEREV DWN DES CHK APPDESCRIPTION
ORIGINAL SIZE A1
PROJECT No.CLIENT PROJECT SUBJECT
REVISIONDRAWING No.
APPROVED
RPEQ
ASSOCIATED CONSULTANTS
DATE DATE
CHECKED
STATUS
A1 UNREDUCED
A3 REDUCED
UNREDUCED / REDUCEDSCALES
DIMENSIONS IN METRES EXCEPT WHERESHOWN OTHERWISE. CULVERT AND PIPESIZES IN MILLIMETRES
7729
12386204 MONTEREA ROAD, RIPLEY - STAGE 2
G.J. AND P.J. McHALE
AS CONSTRUCTED
23/05/17 23/05/17 H
H 18.09.18 AS CONSTRUCTED LCFABU NR NRG 17.01.18 FOR QUU APPROVAL SY SY NRF 12.12.17 AMENDEMENTS TO QUU COMMENTS CJM SY E 17.11.17 RESPONSE TO QUU RFI CJM SY D 26.09.17 UPDATED TITLEBLOCK INFORMATION RMWTM
C1621
SEWER RETICULATIONLONGITUDINAL SECTIONSHEET 2
100 5 15 201 : 500 / 1 : 1000
25mA
3.02.01.00 5.04.01 : 100 / 1 : 200
mB
ENGINEER'S CERTIFICATION
_ _ _ _ _ _ _ _ _ _ _RPEQ (signature) RPEQ No. _ _ _ _ _ _ Date:7729
NICHOLAS ROZISI, ....................................................................., hereby certify that:1. The information contained in this drawing / document is in compliance
with approved drawings and design.2. The new water and sewerage works defined by this drawing have been
designed and constructed in accordance with the SEQ Code.3. This represents an accurate record of as-constructed works4. I accept responsibility for the information contained in this drawing /
document.
20.09.18
SEWER RETICULATION LONGITUDINAL SECTIONSCALE: 1:500 (HORIZONTALLY)
1:100 (VERTICALLY)
CHAINAGE
NATURAL SURFACE
DESIGN SURFACE LEVEL
INVERT LEVEL
DEPTH TO INVERT
GRADEDIAMETERPROPERTY DESCRIPTION
JUNCTION INVERT LEVEL
MANHOLE/END NAMEMANHOLE TYPELID TYPEJUNCTION LINEDROP TYPE
DEPTH TO HC
HC INVERT LEVELINVERT LEVELHC TYPEHC LOT No.
CH. FROM D/S MH
EMBEDMENT TYPE
DATUM RL
MANHOLE TYPESG - CONCRETE Ø900
F - CONCRETE Ø1200
X - CONCRETE Ø1200
MS - MAINTENANCE SHAFT PE Ø600
TEP - TERMINAL ENTRY POINT
STOP END - STOP END
LID TYPESD - CLASS D TRAFFICABLE
B - CLASS B NON-TRAFFICABLE
FOR MANHOLE AND LID DETAILS
REFER SEQ STD DRAWINGS
CONCRETE BULKHEADSFOR CONCRETE BULKHEAD DETAILS
REFER SEQ STD DWG SEQ-SEW-1206-1
47.2
9347
.204
20.9
3745
.425
1.77
9
6
36.000
1 in 69.59
42.648
Lot 6
810
.943
1.48
8IL
45.
72m
Lot 6
933
.793
1.44
8IL
45.
97m
Lot 7
047
.739
1.40
8IL
46.
17m
Lot 7
159
.685
1.44
2IL
46.
35m
1 in 47.62
61.673
47.6
5847
.825
63.5
8546
.188
46.2
081.
637
1.61
7
1/6
MS
BA
Lot 7
29.
654
1.41
7IL
46.
58m
Lot 7
322
.104
1.37
0IL
46.
85m
Lot 7
433
.882
1.33
0IL
47.
10m
Lot 7
546
.561
1.30
7IL
47.
35m
Lot 7
658
.517
1.27
0IL
47.
60m
5.448
48.3
3548
.927
TP 1
25.2
5747
.503
47.5
031.
424
1.42
4
5.448
48.4
8949
.062
IP 1
30.7
0647
.617
47.6
171.
444
1.44
4
HB1/6
21.358
48.7
4649
.185
TP 1
36.1
5447
.731
47.7
311.
453
1.45
3
Lot 7
74.
641
1.27
9IL
48.
00m
Lot 7
818
.784
1.42
5IL
48.
30m
1 in 20.20
54.634
49.8
0849
.831
157.
512
48.1
8048
.200
1.65
11.
631
2/6
MS
BA
Lot 7
910
.497
1.38
9IL
48.
96m
Lot 8
022
.225
1.46
1IL
49.
62m
Lot 8
136
.701
1.47
2IL
50.
73m
Lot 8
249
.543
1.48
4IL
51.
86m
1 in 20.06
20.858
53.3
8453
.794
212.
147
50.9
0452
.440
2.89
01.
354
3/6
MS
BC3
Lot 8
36.
740
1.47
4IL
52.
92m
Lot 8
418
.527
1.44
2IL
54.
00m
54.9
5055
.649
233.
005
53.4
802.
169
4/6
TEP
B
DN160 PE100
LIVE SEWER CONNECTION 2. REFERLIVE WORKS TABLE ON DWG C1600
STAGE 1 STAGE 2
EXISTING
ROAD
DESIGNSURFACE
EXISTINGSURFACE
SDR211 in 69.59
END
CAP
TYPE 3
ROAD RESERVE
DN160 PE100 SDR21R
20.0
0L1
0.93
1
A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 B1 C1 A1 B1
46.1
75
46.1
99
48.1
38
48.1
38
50.9
27
52.4
84
53.9
24
45.4
52
47.4
23
47.4
23
CIVIL AND STRUCTURAL www.bornhorstward.com.au
Level 4, 67 Astor TerraceSpring Hill, QLD 4000, Australia
P. +61 (7) 3013 4699
0 10 20 4030 50 100
COPYRIGHT © - This document isand shall remain the property ofBornhorst & Ward Pty. Ltd. Thedocument may only be used forthe purpose for which it wascommissioned and in accordancewith the terms of engagement.Unauthorised use of thisdocument in any form whatsoeveris prohibited.
DATEREV DWN DES CHK APPDESCRIPTION
ORIGINAL SIZE A1
PROJECT No.CLIENT PROJECT SUBJECT
REVISIONDRAWING No.
APPROVED
RPEQ
ASSOCIATED CONSULTANTS
DATE DATE
CHECKED
STATUS
A1 UNREDUCED
A3 REDUCED
UNREDUCED / REDUCEDSCALES
DIMENSIONS IN METRES EXCEPT WHERESHOWN OTHERWISE. CULVERT AND PIPESIZES IN MILLIMETRES
7729
12386204 MONTEREA ROAD, RIPLEY - STAGE 2
G.J. AND P.J. McHALE
AS CONSTRUCTED
23/05/17 23/05/17 K
K 18.09.18 AS CONSTRUCTED LCFABU NR NRJ 17.01.18 FOR QUU APPROVAL SY SY NRH 12.12.17 AMENDEMENTS TO QUU COMMENTS CJM SY G 21.11.17 DESIGN SURFACE UPDATED SY SY F 17.11.17 RESPONSE TO QUU RFI CJM SY
C1622
SEWER RETICULATIONLONGITUDINAL SECTIONSHEET 3
100 5 15 201 : 500 / 1 : 1000
25mA
3.02.01.00 5.04.01 : 100 / 1 : 200
mB
ENGINEER'S CERTIFICATION
_ _ _ _ _ _ _ _ _ _ _RPEQ (signature) RPEQ No. _ _ _ _ _ _ Date:7729
NICHOLAS ROZISI, ....................................................................., hereby certify that:1. The information contained in this drawing / document is in compliance
with approved drawings and design.2. The new water and sewerage works defined by this drawing have been
designed and constructed in accordance with the SEQ Code.3. This represents an accurate record of as-constructed works4. I accept responsibility for the information contained in this drawing /
document.
20.09.18
SEWER RETICULATION LONGITUDINAL SECTIONSCALE: 1:500 (HORIZONTALLY)
1:100 (VERTICALLY)
1 in 34.92
69.488
47.0
0747
.338
312.
821
44.5
6344
.718
2.77
52.
620
6/8
42°
FUT
FA
44.6
28Lo
t 106
0.00
01.
467
IL 4
6.25
m
Lot 1
053.
734
1.45
1IL
46.
30m
Lot 1
0415
.579
1.50
0IL
46.
45m
Lot 1
0327
.279
1.50
0IL
46.
60m
Lot 1
0239
.479
1.50
0IL
46.
77m
Lot 1
0151
.454
1.47
5IL
46.
95m
Lot 1
0063
.888
1.50
0IL
47.
10m
1 in 52.07
81.028
48.0
1948
.336
382.
309
46.7
0746
.727
1.62
91.
609
7/8
21°
GB
A
Lot 9
910
.691
1.50
0IL
47.
25m
Lot 9
828
.456
1.50
0IL
47.
50m
Lot 9
747
.959
1.50
0IL
47.
90m
Lot 9
663
.341
1.50
0IL
48.
25m
49.6
5849
.947
463.
337
48.2
841.
663
8/8
GB
A
CHAINAGE
NATURAL SURFACE
DESIGN SURFACE LEVEL
INVERT LEVEL
DEPTH TO INVERT
GRADEDIAMETERPROPERTY DESCRIPTION
JUNCTION INVERT LEVEL
MANHOLE/END NAMEMANHOLE TYPELID TYPEJUNCTION LINEDROP TYPE
DEPTH TO HC
HC INVERT LEVELINVERT LEVELHC TYPEHC LOT No.
CH. FROM D/S MH
EMBEDMENT TYPE
DATUM RL
81.
236
1.49
4
1.50
0
1.50
0
MANHOLE TYPESG - CONCRETE Ø900
F - CONCRETE Ø1200
X - CONCRETE Ø1200
MS - MAINTENANCE SHAFT PE Ø600
TEP - TERMINAL ENTRY POINT
STOP END - STOP END
LID TYPESD - CLASS D TRAFFICABLE
B - CLASS B NON-TRAFFICABLE
BD - BOLT DOWN LID
FOR MANHOLE AND LID DETAILS
REFER SEQ STD DRAWINGS
CONCRETE BULKHEADSFOR CONCRETE BULKHEAD DETAILS
REFER SEQ STD DWG SEQ-SEW-1206-1
CLR
1.0
90IL
45.7
4512
00x6
00Ø
DRAI
N46
.835
47.0
9027
0.03
744
.350
2.73
9
5/8
-42°
FB
A
DN315 PE100 SDR21
1 in 263
35.043
LIVE SEWER CONNECTION 3. REFERLIVE WORKS TABLE ON DWG C1600
DESIGN SURFACEEXISTING SURFACE
DN315 PE100
STAGE 1 STAGE 2
EXISTING
PUBLIC WALKWAY
SDR21
TYPE 3
PUBLIC WALKWAY
DN160 PE100 SDR21
1 in 263
36.000
46.7
0647
.154
277.
777
44.4
282.
726
TYPE 3
PUBLIC WALKWAY
BD
INSTALLTEMPORARYEND CAP
C4 C2 C2 C2 C2 C2 A2 A2 A2 A2 A2 A4Lo
t 89
0.00
01.
474
IL 4
8.63
m
MANHOLE SHALL BE PE LINED INACCORDANCE WITH Std. Drg'sSEQ-WAT-1307-2 TO 1307-4.
DN250 WATER MAINIL 54.65Clr. 3.64 m
1 in 76.48
27.050
52.8
4253
.231
515.
832
50.4
0350
.423
2.82
82.
808
9/8
GB
ALo
t85
0.00
0IL
52.
45m
1 in 180
19.368
54.8
1955
.687
542.
882
50.7
7750
.807
4.91
04.
880
10/8
4°
XD
56.0
6255
.964
562.
250
50.9
155.
050
11/8
1 in 25.00
52.495
48.3
041.
643
Lot 8
814
.799
IL 4
9.80
m
Lot 8
727
.997
IL 5
0.40
m
Lot 8
640
.505
IL 5
1.35
m
TEM
P EN
D CA
P
A
44.6
49
44.7
48
46.7
33
46.8
09
48.3
84
48.4
42
50.4
74
50.4
94
50.9
73
50.9
33
51.2
71
44.5
03
CIVIL AND STRUCTURAL www.bornhorstward.com.au
Level 4, 67 Astor TerraceSpring Hill, QLD 4000, Australia
P. +61 (7) 3013 4699
0 10 20 4030 50 100
COPYRIGHT © - This document isand shall remain the property ofBornhorst & Ward Pty. Ltd. Thedocument may only be used forthe purpose for which it wascommissioned and in accordancewith the terms of engagement.Unauthorised use of thisdocument in any form whatsoeveris prohibited.
DATEREV DWN DES CHK APPDESCRIPTION
ORIGINAL SIZE A1
PROJECT No.CLIENT PROJECT SUBJECT
REVISIONDRAWING No.
APPROVED
RPEQ
ASSOCIATED CONSULTANTS
DATE DATE
CHECKED
STATUS
A1 UNREDUCED
A3 REDUCED
UNREDUCED / REDUCEDSCALES
DIMENSIONS IN METRES EXCEPT WHERESHOWN OTHERWISE. CULVERT AND PIPESIZES IN MILLIMETRES
7729
12386204 MONTEREA ROAD, RIPLEY - STAGE 2
G.J. AND P.J. McHALE
AS CONSTRUCTED
23/05/17 23/05/17 H
H 18.09.18 AS CONSTRUCTED LCFABU NR NRG 17.01.18 FOR QUU APPROVAL SY SY NRF 12.12.17 AMENDEMENTS TO QUU COMMENTS CJM SY E 17.11.17 RESPONSE TO QUU RFI CJM SY D 26.09.17 UPDATED TITLEBLOCK INFORMATION RMWTM
C1623
SEWER RETICULATIONLONGITUDINAL SECTIONSHEET 4
100 5 15 201 : 500 / 1 : 1000
25mA
3.02.01.00 5.04.01 : 100 / 1 : 200
mB
ENGINEER'S CERTIFICATION
_ _ _ _ _ _ _ _ _ _ _RPEQ (signature) RPEQ No. _ _ _ _ _ _ Date:7729
NICHOLAS ROZISI, ....................................................................., hereby certify that:1. The information contained in this drawing / document is in compliance
with approved drawings and design.2. The new water and sewerage works defined by this drawing have been
designed and constructed in accordance with the SEQ Code.3. This represents an accurate record of as-constructed works4. I accept responsibility for the information contained in this drawing /
document.
20.09.18
PROPOSED FUTURE SEWERSCALE: 1:500 (HORIZONTALLY)
1:100 (VERTICALLY)
CHAINAGE
NATURAL SURFACE
DESIGN SURFACE LEVEL
INVERT LEVEL
DEPTH TO INVERT
GRADEDIAMETERPROPERTY DESCRIPTION
JUNCTION INVERT LEVEL
MANHOLE/END NAMEMANHOLE TYPELID TYPEJUNCTION LINEDROP TYPE
DEPTH TO HC
HC INVERT LEVELINVERT LEVELHC TYPEHC LOT No.
CH. FROM D/S MH
EMBEDMENT TYPE
DATUM RL 32.000
250Ø PE
1 in 303
66.682
47.0
0747
.338
0.00
044
.563
44.6
282.
775
2.71
0
6/8
FBD
A44
.628
48.0
6648
.066
66.6
8244
.848
3.21
8
FUT/1
TEM
P EN
D CA
P
FUTURE CONNECTION CROSSESBENEATH EXISTING OVERLAND
FLOW PATH WITH 0.93m COVER
EDGE OF EXISTING PARKDEDICATION / RP BOUNDARY
DRAINGE CROSSING
TYPE 9 - UNREINFORCED
8
MANHOLE TYPESG - CONCRETE Ø900
F - CONCRETE Ø1200
X - CONCRETE Ø1200
MS - MAINTENANCE SHAFT PE Ø600
TEP - TERMINAL ENTRY POINT
STOP END - STOP END
LID TYPESD - CLASS D TRAFFICABLE
B - CLASS B NON-TRAFFICABLE
BD - BOLT DOWN LID
FOR MANHOLE AND LID DETAILS
REFER SEQ STD DRAWINGS
CONCRETE BULKHEADSFOR CONCRETE BULKHEAD DETAILS
REFER SEQ STD DWG SEQ-SEW-1206-1
DESIGN SURFACE
EXISTING SURFACE
44.6
49
44.7
48
CIVIL AND STRUCTURAL www.bornhorstward.com.au
Level 4, 67 Astor TerraceSpring Hill, QLD 4000, Australia
P. +61 (7) 3013 4699
0 10 20 4030 50 100
COPYRIGHT © - This document isand shall remain the property ofBornhorst & Ward Pty. Ltd. Thedocument may only be used forthe purpose for which it wascommissioned and in accordancewith the terms of engagement.Unauthorised use of thisdocument in any form whatsoeveris prohibited.
DATEREV DWN DES CHK APPDESCRIPTION
ORIGINAL SIZE A1
PROJECT No.CLIENT PROJECT SUBJECT
REVISIONDRAWING No.
APPROVED
RPEQ
ASSOCIATED CONSULTANTS
DATE DATE
CHECKED
STATUS
7729
12386204 MONTEREA ROAD, RIPLEY - STAGE 2
G.J. AND P.J. McHALE
AS CONSTRUCTED
23/05/17 23/05/17
LOCALITY PLANSCALE 1:2500
BRISBANE UBD MAP REF: 233, GRID N17
204 MONTEREAROAD,RIPLEY
WATER RETICULATIONSTAGE 2
R.P. DESCRIPTIONLOT 2 ON RP58173
PROJECT SETOUT CONTROLSOURCE: BAIRD & HAYES SURVEYORS IPSWICH
PHONE: 07 3812 2076 THEIR REF: 12880
DATUM: AHD , PLANAR
STD ID TYPE LOCATION
57629 PSMNORTH EASTERN CRN OF
INTERSECTION OF MONTEREARD & RIPLEY RD
LOCAL GOVERNMENT: IPSWICH CITY COUNCILLOCALITY: RIPLEY
PE100
CONST
CONST
ASSET REGISTER - WATER RETICULATION
NUMBERMETERS DIAMETER
20
DIAMETER
25
32
SERVICES
40
Cu
Cu
PEDESIGN
180
250
125
DIAMETERMAINSDESIGN
MATERIAL
QUU DELEGATES APP. DATE.
JOB REF. No.CLIENT
QUU FILE/APPLICATION
ESTATE/STAGESITE ADDRESS
CONSTDESIGN
CONSTLENGTH
DESIGN
25
-
-
237m
53
-
STAGE 2411 RIPLEY ROAD, RIPLEY
GIS COMMENTS
OFFICER
DATE -
-
PLAN CUSTODIAN
DATE RELEASED
OFFICER/REC'D
LIVE CONNECTION(S)/PASSED(W)
DATE
JOB NUMBER
REFERENCE
GIS CAPTURE-
-
-
PRIVATE BOOSTER REQUIRED? NO
FUNDED BY UTILITY ( ) COUNCIL ( )
DEVELOPER ( ) OTHER ( )
DATE RELEASED
OFFICER
-
-
UTILITY/DELEGATE'S COMMENTS
FUNDING
ON MAINTENANCE DETAILS
DATE
START -
BY
UTILITY/DELEGATE
FINISH
-
-
-
-
AS CONSTRUCTED RECEIVED
X
-
-
-
FED GOV'T ( ) STATE ( )
-
-
-
-
-
-
SERVICE DETAILSSIZENO. LOT NUMBERS
53 20mm
N0TE: SERVICES AND METERS THAT WILL CONNECT TO EXISTING WATER MAIN ARETO BE INSTALLED BY A QUU ENDORSED CONTRACTOR.
ALL LIVE WORKS SHALL BE UNDERTAKEN BY THE CONTRACTOR IN ACCORDANCEWITH A VALID NETWORK ACCESS PERMIT, UNDER THE SUPERVISION OF QUU, ATTHE DEVELOPERS EXPENSE
xxCAUTIONxxAPPROX. LOCATION OF PUBLIC UTILITIES ONLY.
EXACT LOCATION AND DEPTH TO BE DETERMINEDON SITE BY THE CONTRACTOR PRIOR TO
COMMENCING WORK.
TELSTRA:- PH: 1800 114 918ENERGEX:- PH: 07 3407 6381ICC:- PH: 3810 6666GAS INSPECTOR:- PH: 07 3467 9514
C1700
WATER RETICULATIONNOTES
MAGUIRE STREET (ROAD 2), RIPLEY
DATE
SIGNATURE
COMMENCED
STREET
LENGTH
COMPLETEDDATE
TYPE OF MAIN DN250 PE
SOUTH END OF ROAD (CH 155)
CONNECTIONS & SUBSTITUTION
1.00m
- 25mm
- 32mm
- OTHER
42 - 49, 50 - 60, 67 - 89, 96 - 106
-
-
PE100
PE100
121m
223m
120m
-
H
H 18.09.18 AS CONSTRUCTED LCFABU NR NRG 17.01.18 FOR QUU APPROVAL SY SY NRF 12.12.17 AMENDEMENTS TO QUU COMMENTS CJM SY E 20.11.17 RESPONSE TO QUU RFI SY SY D 26.09.17 UPDATED TITLEBLOCK INFORMATION RMWTM
NOTE:ALL ROAD CROSSING CONDUITS INSTALLED TOBE PVC-M CLASS, 'SERIES 1', PN12.
BRADLEYS STREET (ROAD 5), RIPLEY
DATE
SIGNATURE
COMMENCED
STREET
LENGTH
COMPLETEDDATE
TYPE OF MAIN DN125 PE
SOUTH END OF ROAD (CH 125)
1.00m
CARLOS STREET (ROAD 3), RIPLEY
DATE
SIGNATURE
COMMENCED
STREET
LENGTH
COMPLETEDDATE
TYPE OF MAIN DN180 PE
SOUTH END OF ROAD (CH 420)
1.00m
CONNECTION #1
CONNECTION #2
CONNECTION #3
GJ & PJ McHALE
PROPOSED LIVE WORKS.
CONNECTION 3 ON DWG C1702
PROPOSED LIVE WORKS.
CONNECTION 2 ON DWG C1702
PROPOSED LIVE WORKS.
CONNECTION 1 ON DWG C1702
MATERIAL LENGTH
17-PNT-27548
MSCL150 6m
DRAWING LISTSHEET NUMBER SHEET TITLE
MONTEREA STAGE 2 ONLYC1700 WATER RETICULATION NOTESC1701 WATER RETICULATION NOTES AND DETAILSC1702 WATER RETICULATION LAYOUTC1703 WATER RETICULATION LEGENDC1705 WATER DETAIL SECTION SHEET 1C1706 WATER DETAIL SECTION SHEET 2
ALL WATER AND SEWERAGE CONSTRUCTION SHALL COMPLY WITH THEREQUIREMENTS OF THE QUEENSLAND WORK HEALTH AND SAFETY ACT 2011.CONTACT THE DIVISION OF WORKPLACE HEALTH AND SAFETY FORINFORMATION. PHONE: 1300 362 128
ENGINEER'S CERTIFICATION
_ _ _ _ _ _ _ _ _ _ _RPEQ (signature) RPEQ No. _ _ _ _ _ _ Date:7729
NICHOLAS ROZISI, ....................................................................., hereby certify that:1. The information contained in this drawing / document is in compliance
with approved drawings and design.2. The new water and sewerage works defined by this drawing have been
designed and constructed in accordance with the SEQ Code.3. This represents an accurate record of as-constructed works4. I accept responsibility for the information contained in this drawing /
document.
20.09.18
MONTEREA
ROAD
RIPLEY
ROAD
CIVIL AND STRUCTURAL www.bornhorstward.com.au
Level 4, 67 Astor TerraceSpring Hill, QLD 4000, Australia
P. +61 (7) 3013 4699
0 10 20 4030 50 100
COPYRIGHT © - This document isand shall remain the property ofBornhorst & Ward Pty. Ltd. Thedocument may only be used forthe purpose for which it wascommissioned and in accordancewith the terms of engagement.Unauthorised use of thisdocument in any form whatsoeveris prohibited.
DATEREV DWN DES CHK APPDESCRIPTION
ORIGINAL SIZE A1
PROJECT No.CLIENT PROJECT SUBJECT
REVISIONDRAWING No.
APPROVED
RPEQ
ASSOCIATED CONSULTANTS
DATE DATE
CHECKED
STATUS
7729
12386204 MONTEREA ROAD, RIPLEY - STAGE 2
G.J. AND P.J. McHALE
AS CONSTRUCTED
23/05/17 23/05/17
100m
m -
150m
m *
150m
m M
IN -
NO
N T
RAFF
ICAB
LE30
0mm
MIN
- TR
AFFI
CABL
E
MARKING TAPE
GEOTEXTILEOVERLAY
* REFER SEQ STD DWGSEQ-WAT-1201-1
TYPE C EMBEDMENT FOR FLEXIBLE & RIGID PIPESSCALE 1:10
PIPE
EM
BEDM
ENT
TREN
CH F
ILL
TRENCH FLOOR
C1701
WATER RETICULATIONNOTES AND DETAILS
H
H 18.09.18 AS CONSTRUCTED LCFABU NR NRG 17.01.18 FOR QUU APPROVAL SY SY NRF 12.12.17 AMENDEMENTS TO QUU COMMENTS CJM SY E 20.11.17 RESPONSE TO QUU RFI SY SY D 26.09.17 UPDATED TITLEBLOCK INFORMATION RMWTM
THESE WORKS ARE CONSIDERED MAJOR WORKS THAT MUST BE SUPERVISED BY ACONSULTING ENGINEER WITH RPEQ ACCREDITATION. THE CONSULTING ENGINEERTO ARRANGE A PRE START MEETING BY CONTACTING [email protected]
THIS DESIGN PACKAGE SHOWS PROPERTY CONNECTIONS FOR OTHER/FUTURESTAGES THAT ARE NOT APART OF THIS APPROVAL. OBTAIN SEPARATE APPROVALFROM QUU FOR OTHER OR FUTURE PROPERTY CONNECTIONS.
ALL WATER AND SEWERAGE CONSTRUCTION SHALL COMPLY WITH THEREQUIREMENTS OF THE QUEENSLAND WORK HEALTH AND SAFETY ACT 2011.CONTACT THE DIVISION OF WORKPLACE HEALTH AND SAFETY FORINFORMATION. PHONE: 1300 362 128
ENVIRONMENTAL NOTESVEGETATION PROTECTION1. TREES LOCATED ALONG THE FOOTPATH SHALL BE, TRANSPLANTED
PRIOR TO CONSTRUCTION, OR REPLACED IF DESTROYED.2. WHEN WORKING WITHIN 4m OF TREES, RUBBER OR HARDWOOD,
GIRDLES SHALL BE CONSTRUCTED WITH 1.8m BATTENS CLOSELYSPACED AND ARRANGED VERTICALLY FROM GROUND LEVEL.GIRDLES SHALL BE STRAPPED TO TREES PRIOR TO CONSTRUCTIONSAND REMAIN UNTIL COMPLETION.
3. TREE ROOTS SHALL BE TUNNELLED UNDER, RATHER THAN SEVERED.IF ROOTS ARE SEVERED THE DAMAGED AREA SHOULD BE TREATEDWITH A SUITABLE FUNGICIDE. CONTACT IPSWICH CITY COUNCILARBORIST FOR FURTHER ADVICE.
4. ANY TREE LOPPING REQUIRED SHOULD BE UNDERTAKEN BYAPPROVED ARBORIST.
SOIL1. TOPSOIL AND SUBSOIL SHOULD BE STOCKPILED SEPARATELY.2. CARE SHOULD BE TAKEN TO PREVENT SEDIMENT FROM ENTERING
THE STORMWATER SYSTEM. THIS MAY INVOLVE PLACINGAPPROPRIATE SEDIMENT CONTROLS AROUND STOCKPILES.
CREEK CROSSINGS1. SILTATION CONTROL MEASURES SHALL BE PLACED DOWNSTREAM
OF ANY EXCAVATION WORK.2. APPROPRIATE SEDIMENT CONTROLS SHALL BE USED TO PREVENT
SEDIMENT FROM ENTERING THE CREEK.3. NO SOIL SHALL BE STOCKPILED WITHIN 5m OF THE CREEK.
REHABILITATION1. PREDISTURBANCE SOIL PROFILES & COMPACTION LEVELS SHALL BE
REINSTATED.2. PREDISTURBANCE VEGETATION PATTERNS SHALL BE RESTORED.
CONTRACTOR SHALL COORDINATE WITH ELECTRICAL,COMMUNICATIONS, FIRE, HYDRAULIC SERVICES ANDLANDSCAPE CONSULTANT'S DRAWINGS FORLOCATIONS OF PROPOSED OR RETAINED SERVICES.NO PAVING OR KERB IS TO BE PLACED UNTIL ALLSERVICES UNDER HAVE BEEN PLACED AND TESTED.
FIRE ANT TREATMENT ZONE - DISPOSAL OFMATERIAL SHALL BE IN ACCORDANCE WITH THEDEPARTMENT OF PRIMARY INDUSTRIESREGULATIONS.REFER WEBSITE: WWW.DAF.QLD.GOV.AU FORMOVEMENT CONTROL DETAILS.
FIRE ANT TREATMENT ZONE
ALL ENVIRONMENT PROTECTION MEASURES SHALL BEIMPLEMENTED PRIOR TO ANY CONSTRUCTION WORK,INCLUDING CLEARING, COMMENCING.
GENERAL NOTES1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH
CURRENT SOUTH EAST QUEENSLAND WATER SUPPLY CODESPECIFICATIONS AND STANDARDS.
2. UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK SHALLCOMPLY WITH THE RELEVANT AUSTRALIAN STANDARDS
3. ADOPT LIP OF KERB OR SHOULDER OF ROAD AS PERMANENT LEVEL.4. COVER ON MAINS FROM PERMANENT LEVEL TO BE AS SHOWN IN
SEQ-WAT-1200-2.5. CONDUITS TO BE INSTALLED IN ACCORDANCE WITH THE STANDARD
DRAWINGS.6. A WATER METER SUPPLIED AT THE DEVELOPER'S COST, IS TO BE
INSTALLED AT THE SERVICE POINT OF EACH LOT IN ACCORDANCEWITH THE STANDARD DRAWING FOR THE SEQ-SP.
7. ALL MATERIALS USED IN THE WORKS SHALL COMPLY WITH THESEQ-SP's ACCEPTED PRODUCTS AND MATERIALS LIST OR BEAPPROPRIATELY SHOWN, LISTED AND DEFINED IN THE ENGINEERINGSUBMISSION SO THAT THE ALTERNATIVE PRODUCT OR MATERIALCAN BE ASSESSED AND IF APPROPRIATE, APPROVED BY THE SEQ-SP.
8. SUBSTITUTE MATERIAL NOT TO BE USED WITHOUT WRITTENAPPROVAL FROM THE SUPERINTENDENT AND SEQ-SP.
9. ALL CONCRETE FOOTPATHS TO BE CLEAR OF WATER MAINS.10. TEST / CHLORINATION POINTS TO BE INSTALLED IN ACCORDANCE
WITH STANDARD DRAWING NO. SEQ-WAT-1410-1.11. THE CONSTRUCTION OF THE WATER RETICULATION WORK SHOWN
ON THIS DRAWING MUST BE SUPERVISED BY AN ENGINEER WHOHAS RPEQ REGISTRATION. WORKS NOT COMPLYING WITH THEREQUIREMENT WILL NOT BE PERMITTED TO CONNECT TO THERETICULATION SYSTEM.
12. ALL CONSTRUCTION WORK SHALL COMPLY WITH THE QUEENSLANDWORKPLACE HEALTH AND SAFETY ACT. CONTACT YOUR NEARESTOFFICE OF THE DIVISION OF WORKPLACE HEALTH AND SAFETY FORINFORMATION. Ph. 1300 362 128
13. THE CONTRACTOR SHALL TAKE ALL REASONABLE AND PRACTICALMEASURES TO PREVENT OR REDUCE HARM TO THE ENVIRONMENTAS SET OUT IN THE ENVIRONMENTAL PROTECTION ACT.
CONSTRUCTION1. CONSTRUCT EMBEDMENT AND TRECHFILL TO SEQ-WAT-1201-1 AND
IPSWICH CITY COUNCIL STANDARDS FOR ROAD CROSSINGS.2. PROVIDE BULKHEADS / TRENCHSTOPS IN ACCORDANCE WITH SEQ
WATER D & C CODE TABLE 7.5 AND SEQ-WAT-1209-1 & 1210-1.3. CONSTRUCT THRUST BLOCKS ON ALL BENDS, TEES, TAPERS AND
DEAD-ENDS IN ACCORDANCE TO SEQ-WAT-1205-1 & 1206-1.4. CONSTRUCT PROPERTY SERVICES TO SEQ-WAT-1107 & 1107-3.5. INSTALL DETECTABLE MARKER TAPE ON ALL WATER MAINS AND
PROPERTY SERVICES.6. INSTALL FIRE HYDRANTS AND STOP VALVES TO SEQ-WAT-1301-1,
1302-1, 1303-1, 1305-1, 1306-1 & 1409-1.7. CONSTRUCT SCOURS TO SEQ-WAT-1307-2.8. INSTALL PAVEMENT MARKERS TO SEQ-WAT-1300-1 &1300-2.9. INSTALL TEST / CHLORINATION POINTS TO SEQ-WAT-1410-1 AT THE
END OF ALL MAINS BEFORE SCOUR AND WHERE REQUIRED FORCOMMISSIONING PURPOSES.
10. WATER MAINS SHALL BE DISUSED / ABANDONED IN ACCORDANCEWITH PROCEDURES SET OUT IN THE SEQ WATER SUPPLY CODE.
11. VALVES AND FIRE HYDRANTS ON ABANDONED PIPELINE TO REMAINUNLESS NOTED OTHERWISE. SURFACE BOXES TO BE REMOVED ANDBACKFILLED.
12. REMOVE AND REINSTATE OBJECTS IN LINE OF THE CONSTRUCTIONSUCH AS SIGNS, FENCES ETC.
13. QUU OR THEIR AUTHORISED CONTRACTORS ONLY CAN OPERATETHE EXISTING WATER NETWORK.
EXCAVATION AND BACKFILLING1. EMBEDMENT TYPE C - STANDARD
REFER SEQ STD DWG SEQ-WAT-1201-1 FOR DETAILS2. ALL EXCAVATION, BACKFILLING AND COMPACTION SHALL BE
CARRIED OUT IN ACCORDANCE WITH THE SEQ WATER SUPPLY CODEUNLESS NOTED OTHERWISE.
3. THE CONTRACTOR SHALL MAKE ALL ENQUIRES AND INVESTIGATIONSFOR THE PROTECTION OF PUBLIC AND PRIVATE PROPERTYINCLUDING SERVICES FROM DAMAGE PRIOR TO COMMENCING ANYEXCAVATION. THE CONTRACTOR SHALL PROVIDE AND CONSTRUCTALL TEMPORARY WORKS AS REQUIRED.
4. STRUCTURES TO BE MAINTAINED IN A STABLE CONDITION AND NOPART TO BE OVERSTRESSED DURING CONSTRUCTION.
5. THE BOTTOM OF THE EXCAVATION SHALL REMAIN IN ANUNDISTURBED CONDITION AND BE SUITABLE FOR THE SPECIFICREQUIREMENT. THE MINIMUM SOIL BEARING CAPACITY SHALL BE100kPa.
6. ALL EXCAVATIONS SHALL BE MADE SAFE AGAINST MOVEMENTDURING CONSTRUCTION BY MEANS OF STABLE BATTERS, SHEETPILING, PROTECTIVE SHEETS, etc.
7. APPROPRIATE TEMPORARY PROTECTION AND MAN PROOF SITEFENCING SHALL BE PROVIDED DURING CONSTRUCTION.
8. PIPELINES SHALL NOT BE CONSTRUCTED IN UNCONTROLLED FILL.CERTIFICATES, CERTIFYING THE REQUIRED COMPACTION HAS BEENACHIEVED, WILL BE REQUIRED BY QUU PRIOR TO CONSTRUCTEDAPPROVAL.
9. HEAVY CONSTRUCTION EQUIPMENT SHALL NOT OPERATE WITHIN5m FROM THE EDGE OF EXCAVATION UNLESS SPECIFIC PROVISIONSARE MADE TO PROVIDE SUPPORT FROM THE RESULTING LOADS.
10. SPOIL PILES SHALL BE A MINIMUM OF 1m FROM THE TRENCH EDGE.11. BACKFILL MIXTURE AROUND TREE ROOTS SHALL CONSIST OF THREE
PARTS TOPSOIL AND ONE PART COMPOST, LIGHTLY COMPACTED.
SITE RESTORATION1. SITE RESTORATION IS TO BE COMPLETED TO PRE-EXISTING
CONDITIONS AS A MINIMUM.2. THE TRENCH AREA IS TO BE TOP SOILED AND TURFED OR SEEDED ON
COMPLETION OF WORKS.3. ALL PLANTING SHALL BE MAINTAINED THROUGHOUT THE
ESTABLISHMENT PERIOD.
PROJECT NOTESGENERAL1. THESE DRAWINGS ARE TO BE READ WITH ALL PROJECT DRAWINGS,
CONTRACT DOCUMENTS, SPECIFICATIONS AND STANDARDDRAWINGS LISTS.
2. DO NOT SCALE DRAWING, WORK TO DIMENSIONS.3. NO WORK IS TO COMMENCE ON SITE UNTIL APPROVAL TO PROCEED
HAS BEEN GIVEN BY THE SUPERINTENDENT.4. OBTAIN APPROPRIATE PERMITS, APPROVALS AND NOTIFY RELEVANT
AUTHORITIES BEFORE COMMENCING WORK ON SITE.5. VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCING WORK.6. THE SUPERINTENDENT WILL ON REQUEST RESOLVE ANY POINT OF
CONFLICT.7. WHERE A JUNCTION IS TO MADE TO EXISTING CONSTRUCTION, THE
CONTRACTOR SHALL CONFIRM THE LOCATION AND LEVEL OF THISCONSTRUCTION PRIOR TO COMMENCING WORK ON ANY CRITICALSECTION. THE SUPERINTENDENT MAY VARY LEVELS AND GRADIENTSOF NEW WORKS TO ACHIEVE A SATISFACTORY CONNECTION.
8. A LICENSED ELECTRICIAN SHALL MAKE AN ASSESSMENT OF THEPOTENTIALLY AFFECTED PROPERTY EARTHING SYSTEM WHERE AMETALLIC WATER MAIN IS TO BE REPLACED BY A PLASTIC MAIN.WORK SHALL NOT COMMENCE UNTIL ELECTRICIAN CERTIFIES INWRITING THAT IT IS SAFE TO PROCEED WORK.
TRAFFIC CONTROL1. TRAFFIC CONTROL IS TO BE IN ACCORDANCE WITH THE
QUEENSLAND TRANSPORT MANUAL OF UNIFORM TRAFFIC CONTROLDEVICES. IF REQUESTED BY THE SUPERINTENDENT, THECONTRACTOR IS REQUIRED TO PROVIDE FOR APPROVAL TRAFFICMANAGEMENT PLANS DETAILING THE TRAFFIC MOVEMENTS TO BEPROVIDED, THEIR STAGING, AND THE SIGNAGE ADOPTED IN EACHSTAGE.
SAFETY IN DESIGN1. THE 'SAFETY IN DESIGN' RISK MITIGATION MEASURES FOR THIS
PROJECT DO NOT NECESSARILY ACCOUNT FOR ALL DESIGN,CONSTRUCTION, OPERATION, MAINTENANCE AND DEMOLITIONASSESSMENTS. IT DOES NOT REDUCE OR LIMIT THE OBLIGATIONSOF THE CONSTRUCTOR, USER, OPERATOR, MAINTAINER ANDDEMOLISHER TO PERFORM THEIR OWN SAFETY IN DESIGN RISKASSESSMENT.
2. CONSTRUCTION AND INSTALLATION SAFE WORK METHODSTATEMENTS, TO ELIMINATE AND MINIMISE INSTALLATION RISKS,TO BE REVIEWED BY A SUITABLY QUALIFIED PERSON.
ALL LIVE WORKS TO BE UNDERTAKEN BY THECONTRACTOR IN ACCORDANCE WITH A VALIDNETWORK ACCESS PERMIT UNDER THE SUPERVISION OFQUU, AT THE DEVELOPER'S EXPENSE.
ENGINEER'S CERTIFICATION
_ _ _ _ _ _ _ _ _ _ _RPEQ (signature) RPEQ No. _ _ _ _ _ _ Date:7729
NICHOLAS ROZISI, ....................................................................., hereby certify that:1. The information contained in this drawing / document is in compliance
with approved drawings and design.2. The new water and sewerage works defined by this drawing have been
designed and constructed in accordance with the SEQ Code.3. This represents an accurate record of as-constructed works4. I accept responsibility for the information contained in this drawing /
document.
20.09.18
CIVIL AND STRUCTURAL www.bornhorstward.com.au
Level 4, 67 Astor TerraceSpring Hill, QLD 4000, Australia
P. +61 (7) 3013 4699
0 10 20 4030 50 100
COPYRIGHT © - This document isand shall remain the property ofBornhorst & Ward Pty. Ltd. Thedocument may only be used forthe purpose for which it wascommissioned and in accordancewith the terms of engagement.Unauthorised use of thisdocument in any form whatsoeveris prohibited.
DATEREV DWN DES CHK APPDESCRIPTION
ORIGINAL SIZE A1
PROJECT No.CLIENT PROJECT SUBJECT
REVISIONDRAWING No.
APPROVED
RPEQ
ASSOCIATED CONSULTANTS
DATE DATE
CHECKED
STATUS
PROJECT NORTH
A1 UNREDUCED
A3 REDUCED
UNREDUCED / REDUCEDSCALES
DIMENSIONS IN METRES EXCEPT WHERESHOWN OTHERWISE. CULVERT AND PIPESIZES IN MILLIMETRES
7729
12386204 MONTEREA ROAD, RIPLEY - STAGE 2
G.J. AND P.J. McHALE
AS CONSTRUCTED
23/05/17 23/05/17 L
L 18.09.18 AS CONSTRUCTED LCFABU NR NRK 01.02.18 DETAIL 6 AMENDED SY SY NRJ 17.01.18 FOR QUU APPROVAL SY SY NRH 12.12.17 AMENDEMENTS TO QUU COMMENTS CJM SY G 20.11.17 RESPONSE TO QUU RFI SY SY
C1702
WATER RETICULATIONLAYOUT
100 5 15 201 : 500 / 1 : 1000
25m
PLANSCALE-1:500
NOTE:WATER CONDUITS TO BE CONSTRUCTED TOWESTERN SIDE OF ROAD 2 AT LOCATIONSNOTED. CHAINAGE REFERENCES TO ROAD 2ARE PROVIDED TO LOCATE THESE CROSSINGS.CROSSINGS TO EXTEND MINIMUM 1.0m PASTBACK OF KERB FOR FUTURE WATER SERVICES.
ALL LIVE WORK SHALL BE UNDERTAKEN BY THECONTRACTOR IN ACCORDANCE WITH A VALID NETWORKACCESS PERMIT, UNDER THE SUPERVISION OF QUU ATTHE DEVELOPERS COST
ALL WATER AND SEWERAGE CONSTRUCTION SHALLCOMPLY WITH THE REQUIERMENTS OF THE QUEENSLANDWORK HEALTH AND SAFETY ACT 2011. CONTACT THEDIVISION OF WORKPLACE HEALTH AND SAFETY FORINFORMATIONPHONE: 1300 362 128
CONSTRUCT EMBEDMENT AND TRENCHFILLTO SEQ-WAT-1201-1 AND IPSWICH CITYCOUNCIL STANDARDS FOR ROAD CROSSINGS
ENGINEER'S CERTIFICATION
_ _ _ _ _ _ _ _ _ _ _RPEQ (signature) RPEQ No. _ _ _ _ _ _ Date:7729
NICHOLAS ROZISI, ....................................................................., hereby certify that:1. The information contained in this drawing / document is in compliance
with approved drawings and design.2. The new water and sewerage works defined by this drawing have been
designed and constructed in accordance with the SEQ Code.3. This represents an accurate record of as-constructed works4. I accept responsibility for the information contained in this drawing /
document.
20.09.18
DN40PE100
PN16
34
61
68
67
6665646362
900
ROAD 6 ROAD 6
ROAD
3
ROAD
5
ROAD
3
PUBLIC WALKWAY
900
35
36373839
4041
42
43 44 45 46 47 48
49
60
59
58
57
565554
81 80 79 78 77
76
75
74
73
72
71
70
69
68
67
85 86 87 88 89
53525150
84 83 82
96
97
98
99
100
101
102
103
104
105
106
ROAD 5
ROAD 3
PUBLIC WALKWAY
ROAD
2
2.31
5
2.31
5
2.315
2.315
CONSTRUCT TEMPORARYEND CAP FOR FUTURE
CONNECTION
R10.000
R10.00R25.500
FHDN125 PE100 PN16
FH
DN180 PE100 PN16
FH
DN180 PE100 PN16
DN25
0 PE
100
REFER DETAIL 6CONNECTION ON
DWG C1705
REFER LIVE WORKS CONNECTION 3ON DWG C1706
FH
FH
R13.750
2.31
5
FH
STORMWATER CROSSINGCLEARANCE 0.301m
REFER DETAIL 4 WATER MAINCLEARANCE DWG C1705
2 - Ø150 45° BEND (22.6kn) EACH
STAGE 2
FH
REFER DETAIL 1 LIVE WORKSCONNECTION ON DWG C1705
REFER DETAIL 2 LIVEWORKS CONNECTION
ON DWG C1705
FH
REFER DETAIL 5 CONNECTIONON DWG C1705
DN25
0 PE
100
PN16
DN25
0 PE
100
PN16
DN40
PE1
00PN
16
DN40
PE1
00PN
16
DN40
PE1
00PN
16
DN40
PE1
00PN
16
DN40
PE1
00PN
16
DN40
PE1
00PN
16
DN40
PE1
00PN
16
DN40
PE1
00PN
16
DN40 PE100
PN16
DN40 PE100
PN16
DN40PE100
PN16
DN40 PE100
PN16
FOR TEMPORARY END OFLINE ARRANGEMENT
REFER SEQ-WAT-1303-2
EXISTING WATER MAIN WITHIN ROADCARRIAGEWAY DUE TO SERVICES LOCATEDWITHIN AND CROSSING THE VERGE.
21/0
9/20
18 9
:22:
08 A
MJ:\
2012
\123
86\D
WGS
\DRG
\C17
03.D
WG
EXISTING PROPOSED
BATTER
BUILDING PAD
DRIVEWAY
EXTENT OF BITUMEN
EXTENT OF BUILDING
EDGE OF SHOULDER
FENCE - FAUNA FRIENDLY
FENCE - LOCK RAIL
FENCE - PEDESTRIAN SAFETY FENCE
FOOTPATH
KERB AND CHANNEL
KERB FLUSH
KERB INVERT
KERB ONLY
LINE OF VEGETATION
KERB RAMP
RETAINING WALL
STONE PITCHING
STREET NAME SIGN
TREE WITH TREE PROTECTION ZONE (TPZ)
TRAFFIC SIGN
TOE OF BATTER
TOP OF BATTER
TOE OF BATTER
TOP OF BATTER
DW
TOE OF WALL
TOP OF WALL
TOE OF WALL
TOP OF WALL
EXISTING PROPOSED
OPEN CHANNEL
ROOFWATER DRAINAGE
STORMWATER DRAINAGE
STORMWATER DRAINAGE (FROM RECORDS)
STORMWATER
EXISTING PROPOSED
DEMOLISHED SERVICE
ELECTRICITY U/G
ELECTRICITY O/H
GAS
OPTIC FIBRE
TELECOMMUNICATION
TELECOMMUNICATION (FROM RECORDS)
PP PP
SERVICES
SEWER
WATER
ROADWORKS
EXISTING PROPOSED
PROPERTY BOUNDARY
EASEMENT
EASEMENT HATCH
BOUNDARIESEXISTING PROPOSED
SEWER
SEWER DISSUSED
SEWER (FROM RECORDS)
SEWER PROPERTY CONNECTION
SEWER RISING MAIN
LOT CONTROL POINT61.35
CIVIL AND STRUCTURAL www.bornhorstward.com.au
Level 4, 67 Astor TerraceSpring Hill, QLD 4000, Australia
P. +61 (7) 3013 4699
0 10 20 4030 50 100
COPYRIGHT © - This document isand shall remain the property ofBornhorst & Ward Pty. Ltd. Thedocument may only be used forthe purpose for which it wascommissioned and in accordancewith the terms of engagement.Unauthorised use of thisdocument in any form whatsoeveris prohibited.
DATEREV DWN DES CHK APPDESCRIPTION
ORIGINAL SIZE A1
PROJECT No.CLIENT PROJECT SUBJECT
REVISIONDRAWING No.
APPROVED
RPEQ
ASSOCIATED CONSULTANTS
DATE DATE
CHECKED
STATUS
7729
12386204 MONTEREA ROAD, RIPLEY - STAGE 2
G.J. AND P.J. McHALE
AS CONSTRUCTED
23/05/17 23/05/17 D
D 18.09.18 AS CONSTRUCTED LCFABU NR NRC 17.01.18 FOR QUU APPROVAL SY SY NRB 12.12.17 AMENDEMENTS TO QUU COMMENTS CJM SY A 20.11.17 RESPONSE TO QUU RFI SY SY
C1703
WATER RETICULATIONLEGEND
EXISTING PROPOSED
WATER
WATER (FROM RECORDS)
WATER CONDUIT
FIRE HYDRANT
VALVE
SCOUR VALVE
END CAP
WATER METER
TEST/CHLORINATION POINT
REDUCER
PIPE MATERIAL CHANGE
WATER SERVICE POINT
ISOLATION VALVE TO REMAIN CLOSEDPENDING CLEARANCE OF NEW MAIN
THRUST/ANCHOR BLOCK
DN40PE
FH
WMT WMT
100150 100150
DICLPVC DICLPVC
ENGINEER'S CERTIFICATION
_ _ _ _ _ _ _ _ _ _ _RPEQ (signature) RPEQ No. _ _ _ _ _ _ Date:7729
NICHOLAS ROZISI, ....................................................................., hereby certify that:1. The information contained in this drawing / document is in compliance
with approved drawings and design.2. The new water and sewerage works defined by this drawing have been
designed and constructed in accordance with the SEQ Code.3. This represents an accurate record of as-constructed works4. I accept responsibility for the information contained in this drawing /
document.
20.09.18
CIVIL AND STRUCTURAL www.bornhorstward.com.au
Level 4, 67 Astor TerraceSpring Hill, QLD 4000, Australia
P. +61 (7) 3013 4699
0 10 20 4030 50 100
COPYRIGHT © - This document isand shall remain the property ofBornhorst & Ward Pty. Ltd. Thedocument may only be used forthe purpose for which it wascommissioned and in accordancewith the terms of engagement.Unauthorised use of thisdocument in any form whatsoeveris prohibited.
DATEREV DWN DES CHK APPDESCRIPTION
ORIGINAL SIZE A1
PROJECT No.CLIENT PROJECT SUBJECT
REVISIONDRAWING No.
APPROVED
RPEQ
ASSOCIATED CONSULTANTS
DATE DATE
CHECKED
STATUS
A1 UNREDUCED
A3 REDUCED
UNREDUCED / REDUCEDSCALES
DIMENSIONS IN METRES EXCEPT WHERESHOWN OTHERWISE. CULVERT AND PIPESIZES IN MILLIMETRES
7729
12386204 MONTEREA ROAD, RIPLEY - STAGE 2
G.J. AND P.J. McHALE
AS CONSTRUCTED
23/05/17 23/05/17 K
K 18.09.18 AS CONSTRUCTED LCFABU NR NRJ 01.02.18 DETAIL 6 AMENDED SY SY NRH 17.01.18 FOR QUU APPROVAL SY SY NRG 12.12.17 AMENDEMENTS TO QUU COMMENTS CJM SY F 20.11.17 RESPONSE TO QUU RFI SY SY
C1705
1.00.50.250 .751 : 25 / 1 : 50
1.25m
WATER DETAIL SECTIONSHEET 1
DETAIL 6 - CONNECTIONSCALE-1:25
NOTE:REFER TO SEQ STD DWG SEQ-WAT-1205-1FOR THRUST BLOCK DETAIL
INSTALL2 - DN250 PE FULL FACE FLANGE ADAPTOR WITH GRADE 316 S.S. BACKING RING2 - DN250 PE E-F COUPLINGS1 - DN200 DICL VALVE1 - DN200 DICL 45° BEND1 - DN200 x DN200 DICL FL-FL-FL TEE (50.7KN)1 - DN200 x DN150 DICL REDUCER (21.2KN)1 - DN150 DICL VALVE1 - DN180 PE FULL FACE FLANGE ADAPTOR WITH GRADE 316 S.S. BACKING RING1 - DN180 PE E-F COUPLING1 - DN180 PE PIPE LENGTH (CUT TO SUIT)1 - DN180 PE 45° E-F BEND
LIVE WORKS CONNECTION 2SCALE-1:25
LIVE WORKS CONNECTION 1SCALE-1:25
DETAIL 5 - CONNECTIONSCALE-1:25
INSTALL2 - DN250 PE FULL FACE FLANGE ADAPTOR WITH GRADE 316 S.S. BACKING RING1 - DN200 x 100 FL-FL-FL WYES1 - DN200 DICL FL-FL VALVE1 - DN100 DICL FL-FL VALVE1 - DN125 PE FULL FACE FLANGE ADAPTOR WITH GRADE 316 S.S. BACKING RING
INSTALL2 - DN180 PE FULL FACE FLANGE ADAPTOR WITH GRADE 316 S.S. BACKING RING4 - DN150 MSCL 45° SEGMENTAL BEND DEFLECTION BEND (REFER SEQ-WAT-1403-1).3 - DN150 MSCL PIPE SEGMENT (LENGTH CUT TO SUIT)
AFTER CLEARANCE OF NEW MAINREMOVE1 - DN250 PE END CAP FROM EXISTING MAIN.1 - DN250 PE TEMPORARY TEST POINT AND END CAP FROM NEW MAIN.
INSTALL1 - DN250 PE PIPE (CUT TO SUIT)2 - DN250 E-F COUPLINGS
AFTER CLEARANCE OF NEW MAINREMOVE1 - DN125 PE END CAP FROM EXISTING MAIN.1 - DN125 PE TEMPORARY TEST POINT AND END CAP FROM NEW MAIN.
INSTALL1 - DN125 PE PIPE (CUT TO SUIT)2 - DN125 E-F COUPLINGS
ENGINEER'S CERTIFICATION
_ _ _ _ _ _ _ _ _ _ _RPEQ (signature) RPEQ No. _ _ _ _ _ _ Date:7729
NICHOLAS ROZISI, ....................................................................., hereby certify that:1. The information contained in this drawing / document is in compliance
with approved drawings and design.2. The new water and sewerage works defined by this drawing have been
designed and constructed in accordance with the SEQ Code.3. This represents an accurate record of as-constructed works4. I accept responsibility for the information contained in this drawing /
document.
20.09.18
0.500mmin
Ø375 RCP STORMWATERDRAINAGE
0.30
0m m
in
0.500mmin
0.60
0CO
VER
0.60
0CO
VER
TYPE 'I' (UNREINFORCED) SUPPORT AS PERSEQ-WAT-1203-1 STD DRG FOR DETAILS
DESIGN SURFACE
EXISTING SURFACE
DN180 PE100 PN16DN180 PE100 PN16
PE MSCL PEMSCL
DETAIL 4 - WATER MAIN CLEARANCESCALE-1:25
UNCOATED STEEL PIPE BEYOND CONCRETE ENCASEMENTSHALL BE FULLY PROTECTED (TYPICALLY) IN ACCORDANCEWITH WSAA WATER SUPPLY CODE PART:1, CLAUSE 7.6.3
DN150 MSCL
DN150 MSC
L
WATER MAIN SHALL BE DESIGNEDUP AND OVER OTHER SERVICES ASFIRST PREFERENCE. CONFIRM COVERAND ALTERNATIVE MATERIALS.
PE FLANGED STUB AND E-F COUPLINGAS NOTED IN 'INSTALL' BELOW. PE FLANGED STUB AND
E-F COUPLING AS NOTEDIN 'INSTALL' BELOW.
DN25
0 PE
100
SDR1
1
DN250 PE100 SDR11
DN180 PE100 SDR11
ELECTRO-FUSION (E-F)WELDED JOINTS TYPICALLY.(FULLY RESTRAINED MAIN). 45° E-F
WELDED JOINT
EX DN125 PE100 SDR11
DN125 PE100
SDR11
TEMPORARY TEST &CHLORINATION POINT.
TEMPORARY E-F END CAP. CUT OFFTEMPORARY END CAP AND TEST
POINT PRIOR TO LIVE CONNECTION.
ELECTRO-FUSION (E-F)WELDED JOINT
WORKS PRIOR TO
LIVE CONNECTION
LIVE CONNECTION
ELECTRO-FUSION (E-F)WELDED JOINT
DN25
0 PE
100
SDR1
1
TEMPORARY TEST &CHLORINATION POINT.
TEMPORARY E-F END CAP. CUT OFFTEMPORARY END CAP AND TEST
POINT PRIOR TO LIVE CONNECTION.
ELECTRO-FUSION (E-F)WELDED JOINT
WO
RKS
PRIO
R TO
LIVE
CO
NN
ECTI
ON
LIVE
CO
NN
ECTI
ON
EXIS
TIN
G DN
250
PE10
0 SD
R11
ELECTRO-FUSION (E-F)WELDED JOINT
EXISTING STOP VALVE LOCATEDAT ROAD INTERSECTION FOR
ISOLATION.
ELECTRO-FUSION (E-F)WELDED JOINTS TYPICALLY.(FULLY RESTRAINED MAIN).
CIVIL AND STRUCTURAL www.bornhorstward.com.au
Level 4, 67 Astor TerraceSpring Hill, QLD 4000, Australia
P. +61 (7) 3013 4699
0 10 20 4030 50 100
COPYRIGHT © - This document isand shall remain the property ofBornhorst & Ward Pty. Ltd. Thedocument may only be used forthe purpose for which it wascommissioned and in accordancewith the terms of engagement.Unauthorised use of thisdocument in any form whatsoeveris prohibited.
DATEREV DWN DES CHK APPDESCRIPTION
ORIGINAL SIZE A1
PROJECT No.CLIENT PROJECT SUBJECT
REVISIONDRAWING No.
APPROVED
RPEQ
ASSOCIATED CONSULTANTS
DATE DATE
CHECKED
STATUS
A1 UNREDUCED
A3 REDUCED
UNREDUCED / REDUCEDSCALES
DIMENSIONS IN METRES EXCEPT WHERESHOWN OTHERWISE. CULVERT AND PIPESIZES IN MILLIMETRES
7729
12386204 MONTEREA ROAD, RIPLEY - STAGE 2
G.J. AND P.J. McHALE
AS CONSTRUCTED
23/05/17 23/05/17 H
H 18.09.18 AS CONSTRUCTED LCFABU NR NRG 17.01.18 FOR QUU APPROVAL SY SY NRF 12.12.17 AMENDEMENTS TO QUU COMMENTS CJM SY E 20.11.17 RESPONSE TO QUU RFI SY SY D 26.09.17 UPDATED TITLEBLOCK INFORMATION RMWTM
C1706
10.05.02.50 7.51 : 250 / 1 : 500
12.5mA
1.00.50.250 .751 : 25 / 1 : 50
1.25mB
WATER DETAIL SECTIONSHEET 2
AFTER CLEARANCE OF NEW MAINREMOVE1 - DN180 PE END CAP FROM EXISTING MAIN.1 - DN180 PE TEMPORARY TEST POINT AND END CAP FROM NEW MAIN.
INSTALL1 - DN180 PE PIPE (CUT TO SUIT)2 - DN180 E-F COUPLINGS
PLANSCALE-1:250
LIVE WORKS CONNECTION 3SCALE-1:25
ENGINEER'S CERTIFICATION
_ _ _ _ _ _ _ _ _ _ _RPEQ (signature) RPEQ No. _ _ _ _ _ _ Date:7729
NICHOLAS ROZISI, ....................................................................., hereby certify that:1. The information contained in this drawing / document is in compliance
with approved drawings and design.2. The new water and sewerage works defined by this drawing have been
designed and constructed in accordance with the SEQ Code.3. This represents an accurate record of as-constructed works4. I accept responsibility for the information contained in this drawing /
document.
20.09.18
0.900m
DN180 PE100 SDR11
EX DN180 PE100
ELECTRO-FUSION (E-F)WELDED BENDS TYPICALLY.(FULLY RESTRAINED MAIN).
ELECTRO-FUSION (E-F)WELDED JOINT
TEMPORARY TEST &CHLORINATION POINT.
TEMPORARY E-F END CAP. CUT OFFTEMPORARY END CAP AND TEST
POINT PRIOR TO LIVE CONNECTION.
ELECTRO-FUSION (E-F)WELDED JOINT
WORKS PRIOR TO
LIVE CONNECTION
LIVE CONNECTION
68
67
70
69
68
67
106
17.900
2.30
021.000
FH
OD180 PE100
FOR LIVE WORKS CONNECTION 3SEE DETAIL BELOW
1.90
0
ELECTRO-FUSION (E-F)WELDED BENDS TYPICALLY.(FULLY RESTRAINED MAIN).