Idea Transcript
SEWERAGE STANDARD DRAWINGS DRAWING INDEX - SHEET 1 OF 2 DRAWING No. SEQ-SEW-INDEX SEQ-SEW-INDEX SEQ-SEW-1100-1 SEQ-SEW-1100-2 SEQ-SEW-1101-1 SEQ-SEW-1101-2 SEQ-SEW-1101-3 SEQ-SEW-1102-1 SEQ-SEW-1103-1 SEQ-SEW-1103-2 SEQ-SEW-1104-1 SEQ-SEW-1104-2 SEQ-SEW-1105-1 SEQ-SEW-1106-1 SEQ-SEW-1106-2 SEQ-SEW-1106-3 SEQ-SEW-1106-4 SEQ-SEW-1106-5 SEQ-SEW-1106-6 SEQ-SEW-1106-7 SEQ-SEW-1200-1 SEQ-SEW-1200-2 SEQ-SEW-1201-1 SEQ-SEW-1202-1 SEQ-SEW-1203-1 SEQ-SEW-1204-1 SEQ-SEW-1205-1 SEQ-SEW-1206-1 SEQ-SEW-1207-1 SEQ-SEW-1207-2 SEQ-SEW-1300-1 SEQ-SEW-1301-1 SEQ-SEW-1301-2 SEQ-SEW-1301-3 SEQ-SEW-1301-4 SEQ-SEW-1301-5 SEQ-SEW-1301-6 SEQ-SEW-1301-7 SEQ-SEW-1301-8 SEQ-SEW-1301-9 SEQ-SEW-1301-10 SEQ-SEW-1301-11 SEQ-SEW-1301-12 SEQ-SEW-1302-1 SEQ-SEW-1303-1 SEQ-SEW-1303-2 SEQ-SEW-1303-4 SEQ-SEW-1304-1 SEQ-SEW-1305-1 SEQ-SEW-1306-1 SEQ-SEW-1307-1 SEQ-SEW-1307-2 SEQ-SEW-1307-3 SEQ-SEW-1307-4
REV. No.
DATE
DESCRIPTION
DRAWING INDEX DRAWING INDEX NUSEWERS RIGSS PE NUSEWERS RIGSS TYPICAL ESTATE DETAILS AND NOTES CONNECTION TO EXISTING SEWER TYPICAL ARRANGEMENTS TYPICAL ARRANGEMENTS TYPICAL CONSTRUCTION DETAILS TYPICAL CONSTRUCTION DETAILS TYPICAL CONSTRUCTION DETAILS PROPERTY CONNECTIONS TYPICAL PROPERTY CONNECTION TYPICAL PROPERTY CONNECTION TYPICAL PROPERTY CONNECTION TYPICAL PROPERTY CONNECTION TYPICAL TWIN PROPERTY CONNECTIONS TYPICAL TWIN AND SINGLE AND ALLOWABLE BEARING PRESSURES TYPICAL ARRANGEMENT FLEXIBLE & RIGID PIPES INADEQUATE FOUNDATIONS REQUIRING CONCRETE AND STABILISED SUPPORTS SUPPORT UTILISING PILES WITHIN EXISTING ROADS
06/04/16 UPDATED REVISION NUMBERS AND DRG. SEQ-SEW-1104-2A ADDED
SHEET 1 SHEET 2 TYPICAL TYPICAL TYPICAL TYPICAL
OF 2 OF 2 LOCALITY & SITE PLAN LOCALITY & SITE PLAN LONGITUDINAL SECTIONS LONGITUDINAL SECTIONS
B B B B B B A B A B B A B B B B B B B B A A A A A A A B A A B A B B B B A A B B A A B A B A A A A A A A A A
TYPICAL SCHEDULE OF WORKS
RIGSS - SHEET 1 RIGSS - SHEET 2 TYPICAL LAYOUT TYPE A1, A2 STANDARD AND EXTENDED TYPE A3, A4 STANDARD AND EXTENDED TYPE B1 TO B4 SLOPED CONNECTIONS TYPE C1 TO C4 VERTICAL RISER PROPERTY CONNECTIONS FOR ANCHORS AND THRUST BLOCKS
OVER EXCAVATION AND REPLACEMENT
TYPE 14 TO 17
TYPICAL SYSTEMS AND DIVERSION DRAINS TYPICAL COPING & ANCHOR TYPICAL MAINTENANCE HOLE DETAILS TYPICAL MAINTENANCE HOLE TYPICAL MAINTENANCE HOLE DETAILS TYPICAL MAINTENANCE HOLE DEEP MAINTENANCE HOLE TYPICAL ARRANGEMENT DEEP MAINTENANCE HOLE TYPICAL ARRANGEMENT DEEP MAINTENANCE HOLE TYPICAL ARRANGEMENT DEEP MAINTENANCE HOLE TYPICAL ARRANGEMENT DEEP MAINTENANCE HOLE DEEP MAINTENANCE HOLE LADDER AND ASSOCIATED FITTINGS CAST IN-SITU AND PRECAST TYPICAL INTERNAL DROP PIPES DN100 AND DN150 TYPICAL CHANNEL DETAILS TYPICAL ALTERNATIVE DROP CONNECTIONS MAINTENANCE HOLES SEWER MAINTENANCE HOLE - PE LINED SEWER MAINTENANCE HOLE - PE LINED SEWER MAINTENANCE HOLE - PE LINED
AUTH.
TYPICAL PRE-CAST BRACKET DETAILS AND SLAB DETAILS AND SLAB DETAILS
TYPICAL JUNCTION DETAILS TYPICAL TOP SLAB DETAILS TYPICAL PIPE CONNECTION DETAILS TYPICAL CHANGES IN LEVEL DETAILS IN SEWERAGE MANHOLES uPVC DROP PIPES TYPICAL CHANNEL ARRANGEMENTS
TYPICAL DETAILS GENERAL ARRANGEMENT DETAILS CUT-INS
SEWERAGE STANDARD DRAWING
SEQ WATER SERVICE PROVIDERS B
REV No.
DRAWING TITLE GRAVITY SEWERAGE GRAVITY SEWERAGE DESIGN LAYOUT DESIGN LAYOUT DESIGN LAYOUT DESIGN LAYOUT SEWERAGE RETICULATION DESIGN LAYOUTS RIGSS PIPELAYING NUSEWER PIPELAYING SEWERAGE HOUSE CONNECTION SEWERAGE HOUSE CONNECTION SEWERAGE HOUSE CONNECTION PE NUSEWERS PE NUSEWERS PE NUSEWERS PE NUSEWERS PE NUSEWERS PE NUSEWERS PE NUSEWERS SOIL CLASSIFICATION GUIDELINES EMBEDMENT & TRENCHFILL TYPICAL STANDARD EMBEDMENT TYPICAL SPECIAL EMBEDMENT TYPICAL SPECIAL EMBEDMENT TYPICAL SPECIAL EMBEDMENT TYPICAL TRENCH AND BEDDING DETAILS TYPICAL BULKHEADS AND TRENCH STOPS TRENCH DRAINAGE TYPICAL DRAINAGE OF SEWER TRENCHES MAINTENANCE HOLES CAST IN-SITU MAINTENANCE HOLE "G" TYPE - PE NUSEWERS "G" TYPE - PE NUSEWERS "F" TYPE - PE NUSEWERS "F" TYPE "X" TYPE "X" TYPE "X" TYPE "X" TYPE "X" TYPE "X" TYPE TYPICAL M.S. AND S.S. MAINTENANCE HOLES MAINTENANCE HOLES IRON INSPECTION BENDS FOR TYPICAL STAINLESS STEEL BRACKETS FOR MAINTENANCE HOLES MAINTENANCE HOLES MAINTENANCE HOLES DN1000 TO DN1500 CAST IN-SITU SULPHIDE CONTROL SULPHIDE CONTROL SULPHIDE CONTROL
WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE OCCUPATIONAL HEALTH & SAFETY LEGISLATION
GRAVITY SEWERAGE DRAWING INDEX SHEET 1 OF 2
GCCC
LCC
RCC
QUU
DRAWING No.
SEQ-SEW-INDEX-01 NOT TO SCALE
UW VERSION
B ORG DATE: 1/1/2013
SEWERAGE STANDARD DRAWINGS DRAWING INDEX - SHEET 2 OF 2 DRAWING No. SEQ-SEW-1308-1 SEQ-SEW-1308-2 SEQ-SEW-1308-3 SEQ-SEW-1308-4 SEQ-SEW-1308-5 SEQ-SEW-1308-6 SEQ-SEW-1308-7 SEQ-SEW-1308-8 SEQ-SEW-1308-9 SEQ-SEW-1308-10 SEQ-SEW-1308-11 SEQ-SEW-1309-1 SEQ-SEW-1310-1 SEQ-SEW-1311-1 SEQ-SEW-1312-1 SEQ-SEW-1313-1 SEQ-SEW-1314-1 SEQ-SEW-1314-2 SEQ-SEW-1314-3 SEQ-SEW-1315-1 SEQ-SEW-1316-1 SEQ-SEW-1400-1 SEQ-SEW-1401-1 SEQ-SEW-1402-1 SEQ-SEW-1403-1 SEQ-SEW-1404-1 SEQ-SEW-1405-1 SEQ-SEW-1406-1 SEQ-SEW-1407-1 SEQ-SEW-1408-1 SEQ-SEW-1408-2 SEQ-SEW-1409-1 SEQ-SEW-1409-2 SEQ-SEW-1410-1 SEQ-SEW-1410-2 SEQ-SEW-1411-1 SEQ-SEW-1411-2 SEQ-SEW-1412-1 SEQ-SEW-1412-2 SEQ-SEW-1413-1 SEQ-SEW-1500-1 SEQ-SEW-1501-1 SEQ-SEW-1502-1
REV. No.
DATE
DESCRIPTION
AND SURROUND DETAIL SEWER - CLASS B - CONCRETE INFILL SEWER - CLASS B - CONCRETE INFILL SEWER - CLASS B - CONCRETE INFILL SEWER - CLASS B - BOLT DOWN SEWER - CLASS B - BOLT DOWN SEWER - CLASS B - BOLT DOWN SEWER - CLASS D - BOLT DOWN SEWER - CLASS D - BOLT DOWN SEWER - CLASS D - BOLT DOWN SEWER - CLASS D - BOLT DOWN SEWERS DN600 AND DN750 TYPICAL GRP MH OPTION DN1200 JACKING SHAFT - CAISSON OPTION RECEIVAL SHAFT MANHOLE OPTION SEWER CONNECTION DETAILS DN225 AND SMALLER RIGSS MS AND VARIABLE BEND FOR RIGSS TYPICAL IN-LINE BEND DETAILS TYPICAL MAINTENANCE SHAFT AND TYPICAL MAINTENANCE STRUCTURE TYPICAL SIPHON ARRANGEMENT RAILWAYS MAJOR ROADWAYS BORED AND JACKED AQUEDUCT AQUEDUCT PROTECTION GRILLE TYPICAL BRIDGE CROSSING CONCEPTS INDUCT VENT TYPICAL MAINS TYPE TYPICAL MAINTENANCE HOLE SYSTEM CHAMBER - TYPE 1 CHAMBER - TYPE 1 CHAMBER - TYPE 2 CHAMBER - TYPE 2 CHAMBER - TYPE 3 CHAMBER - TYPE 3 PUMP WELL OR MANHOLE SHIELDED OUTLET TYPICAL OVERFLOW WITH TYPICAL PIPE CUT-IN METHODS TYPICAL INSERTION OF JUNCTIONS TYPICAL MAINTENANCE STRUCTURES
AUTH.
28/07/15 UPDATED REVISION NUMBERS
WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE OCCUPATIONAL HEALTH & SAFETY LEGISLATION
B A A A A A A A A A A B A A A B B B B B A A A A B B B B A A A A A A A A A A A B A A A
TYPICAL FRAME DETAILS TYPICAL COVER DETAILS TYPICAL LIFTING HOLE DETAILS TYPICAL FRAME DETAILS TYPICAL COVER DETAILS TYPICAL COVER DETAILS TYPICAL BASE FRAME DETAILS TYPICAL RISER RING DETAILS TYPICAL COVER DETAILS TYPICAL COVER DETAILS TYPICAL ARRANGEMENT AND LARGER SEWERS
ALL PIPE MATERIALS TYPICAL ARRANGEMENT DETAILS TYPICAL ARRANGEMENT DETAILS TERMINAL ENTRY POINT COVER FRAME AND SUPPORT DETAILS
ENCASING PIPE DETAILS
TYPICAL CHAMBER TYPICAL TOP SLAB TYPICAL CHAMBER TYPICAL TOP SLAB TYPICAL CHAMBER TYPICAL TOP SLAB SHIELDED OUTLET
DETAILS AND FLAP DETAILS DETAILS AND FLAP DETAILS DETAILS AND FLAP DETAILS
SCREENED OUTLET
SEWERAGE STANDARD DRAWING
SEQ WATER SERVICE PROVIDERS B
REV No.
DRAWING TITLE TYPICAL MAINTENANCE HOLE COVER MAINTENANCE HOLE COVER MAINTENANCE HOLE COVER MAINTENANCE HOLE COVER MAINTENANCE HOLE COVER MAINTENANCE HOLE COVER MAINTENANCE HOLE COVER MAINTENANCE HOLE COVER MAINTENANCE HOLE COVER MAINTENANCE HOLE COVER MAINTENANCE HOLE COVER "Y" TYPE MAINTENANCE HOLE "Z1" TYPE NON-TRAFFICABLE "Z2" TYPE TYPICAL TUNNEL "Z3" TYPE TYPICAL TUNNEL MAINTENANCE HOLE MAINTENANCE STRUCTURES FOR MAINTENANCE SHAFTS GRAVITY SEWERS RIGSS PE NUSEWERS PE NUSEWERS BURIED CROSSINGS TYPICAL BURIED CROSSINGS TYPICAL BURIED CROSSINGS TYPICAL BURIED CROSSINGS TYPICAL AERIAL CROSSINGS TYPICAL AERIAL CROSSINGS AERIAL CROSSINGS TYPICAL VENTILATION SYSTEMS WATER SEAL ARRANGEMENTS WATER SEAL ARRANGEMENTS STANDARD OVERFLOW FLAP VALVE STANDARD OVERFLOW FLAP VALVE STANDARD OVERFLOW FLAP VALVE STANDARD OVERFLOW FLAP VALVE STANDARD OVERFLOW FLAP VALVE STANDARD OVERFLOW FLAP VALVE TYPICAL OVERFLOW DETAILS FROM TYPICAL OVERFLOW SHIELD SEWAGE OVERFLOW ARRANGEMENT INSERTIONS AND REPAIR SYSTEMS INSERTIONS AND REPAIR SYSTEMS INSERTIONS AND REPAIR SYSTEMS
GRAVITY SEWERAGE DRAWING INDEX SHEET 2 OF 2
GCCC
LCC
RCC
QUU
DRAWING No.
SEQ-SEW-INDEX-02 NOT TO SCALE
UW VERSION
B ORG DATE: 1/1/2013
E T W E TW
E T W
W
E T W
E
W T
58
1.00 0 S
1.750
X 57.320
S
S
18.500 X 56.375
3 5 1.000
MH
21
58
S
W
T
T T
T
T
E
S
E T
E T
S
E T
5 1
S
S T
62
SW D
S
T
60
S
S
S
S
T
64
S
S
SWD
S
56
20 0 1.
E
S
66
S
S
S
E
S
S
W T
FUTURE STAGE
CB1 5
W
RD
TE
E T
W
NOW RD CK
EXISTING
PROPERTY CONNECTIONS HAVE BEEN DESIGNED TO CONTROL THE REQUIRED SERVICE AREA OF EACH LOT AT A GRADE OF 1:60 AND A MAXIMUM DEPTH OF PROPERTY CONNECTION AT 1.5 m. UNLESS OTHERWISE STATED. FOR JUNCTION DETAILS REFER SEQ-SEW-1106-1 TO SEQ-SEW-1106-7 SEWER DISUSED
PRIVATE PROP.
SCALE 1:2500 MAP GRID NO. J10 DESCRIPTION
DWG NO. 78/91
20/07/15 AMENDED DRAWING SYMBOLS TO BE CONSISTENT
JOB NO.
DIA.
TYPE
LENGTH
150
VC
71.000
AUTH.
W.0. 4653 YEAR LAID 1990
NUMBER OF MH, MS, HB & VB MH MH IN-SITU PRECAST -
-
MS
HB
VB OTHER
-
-
-
SEWERAGE STANDARD DRAWING
SEQ WATER SERVICE PROVIDERS B
D SW D SW
CK
LOCALITY PLAN DATE
W
E T
D SW D SW W
T DS
LE P AM Y X E NL O
LOCATION
REV. No.
E
PARK 56
54
ET
WOO
T LE S APP
D MR
PLU
BAT
TU RTL E
T S
MS W T E W T S TSE HB3 2 MS W 5 5 HB1 13.290 7 11.740 15.485 E
SCALE 1 : 500
D TR REN
WHEN
20
SITE PLAN
CUR
BAT CK
ROAD 3
ET
TO BE RAISED REFER ITEM 7 OF LIVE SEWER WORKS SHOWN ON SEQ-SEW-1102-1
FIG ST
32.260
1.200 3.500
E 7
W
1.
12
D SW D SW
W
0
75
7
TS E W
1 5
IL 59.345 E 6
ET
W
AD RO
X 773 52. 3 X 3 6 52.
5
TS E W
HB2 5
X 57.320
1.000
D SW D SW
11
3X
5 2.9
E W
19
SWD
ET
0 X
ET
D SW D SW W
57
T
E
0
W
62.65
T SW
E
S TW
E
1.75
ET
D SW D W SW
1A 13
F
5
FS
TE W
W
S
X
ET
T
SWD S
W
HB1 5
40 39.6
S
X
50 1.7
ET
S
D SW D SW
W
0
ET
S
18
W S
L
59
X 53.505
00 3.9 X 5 60 2.3 X 5
D SW D SW
62.650
X
17
ET
W
RE
ST
ET
68
1. 00
W
70
62
ET
S
2 13
X
X
16 0 60 9.
00
SL
1 13
SITE
SWD
X 57.310
.4
D SW D SW
M 6
0
.50
60
SWD
15
14
W
S
00
PLU
8
13
ET
D SW D SW
3 13
10
0 .00
SWD
FSL 58.700 OB IL 57.700
8 S
5.86 1S
53.030 X
9
S SWD
S SWD
S
W
VB1 1
S
S
ET
1
E 1
5
3
50
1 1
.06
25
2
1.7
X
1.0
0
.90
E
62
AD RO
40 5.5
S SWD
S SWD
X 53.270
W
29.163
069
E
4
13.
T W
T W
TW
T W
T W
E
S
SWD
ET
W
E T W
S
S SWD
E 4
W
S
E T
E T
D SW D SW
S
00
1.0
E 2
W E T
E 3
S
SWD
X 53.900
S
1
2
3
D SW D SW
S
S
E
S
54.700 X 4 13
EXISTING DWELLING
T
59.650 X
FUTURE STAGE
E W
D SW D SW
62.900 X
DETAIL PLAN NUMBER (OR DRAWING NUMBER)
T
D SW D SW
0
75 1.
T
BM PSM RL 64.039 AHD
W
W
T
S
G FI
LE P AM Y X E NL O
ET
T
DS OO TAGE
RE TU FU
W
RE ST
WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE OCCUPATIONAL HEALTH & SAFETY LEGISLATION
DESIGN LAYOUT NUSEWERS TYPICAL LOCALITY & SITE PLAN
-
GCCC
LCC
RCC
QUU
DRAWING No.
SEQ-SEW-1100-1 NOT TO SCALE
UW VERSION
B ORG DATE: 1/1/2013
E T W E TW
E T W
W
E T W
E
W T
1. 75 0
1.00 0
1.750
SW D
X 57.310 7.500
58
T
62
MH
1.000
58 X 56.375
W
E T
S
S T
60
S
D SW D H SW M W
E T
S
S
T
64
S
S
S
W
T
T T
T
T
E
0 X
S
2 5 1.000
21
PARK 56
54
ET
S
S
S
X
S
11.740
S
E T
W
D SW D SW
E T
S
W E T
5 1
S
56
20 0 1.
E
62.65
S
SWD
S
S
E
S
S
W T
S
T
SWD
66
ET
D SW D SW
RD
TE W
31.450
ROAD 3
ET W
NOW RD CK
EXISTING
PROPERTY CONNECTIONS HAVE BEEN DESIGNED TO CONTROL THE REQUIRED SERVICE AREA OF EACH LOT AT A GRADE OF 1:60 AND A MAXIMUM DEPTH OF PROPERTY CONNECTION AT 1.5 m. UNLESS OTHERWISE STATED. FOR JUNCTION DETAILS REFER SEQ-SEW-1104-1 AND SEQ-SEW-1105-1. SEWER DISUSED
PRIVATE PROP.
SCALE 1:2500 MAP GRID NO. J10 DESCRIPTION
DWG NO. 78/91
20/07/15 AMENDED DRAWING SYMBOLS TO BE CONSISTENT
JOB NO.
W.0. 4653
DIA.
TYPE
LENGTH
YEAR LAID
150
PVC
71.000
1990
AUTH.
NUMBER OF MH, MS, HB & VB MH MH IN-SITU PRECAST -
-
MS
HB
VB
-
-
-
SEWERAGE STANDARD DRAWING
SEQ WATER SERVICE PROVIDERS B
FUTURE STAGE
CB2 5
S
ET
W
CK
LOCALITY PLAN DATE
TE
E 7
D SW D SW
T DS
LE P AM Y X E NL O
LOCATION
REV. No.
W
S
ET
D SW D SW W
WOO
T LE S APP
D MR
PLU
BAT
TU RTL E
E
MS W T E W T S TSE HB2 W 1 5 5 13.620 3.000 E
20
SCALE 1 : 500
D TR REN
WHEN
T S
HB3 5
SITE PLAN
CUR
BAT CK
TS E W
1.000
0.980
SWD
TO BE RAISED REFER ITEM 7 OF LIVE SEWER WORKS SEQ-SEW-1102-1
SITE
TS E W
IL 59.345 E 6
18.500
1 13
FIG ST
E W
0
W
AD RO
0
75
1.
12
T
E
1.75
ET
D SW D W SW
MH
S
T SW
E
W S
S TW
E
HB1 5
X 57.320
S
W
W
ET
40 39.6
S
62.650
W
D SW D SW
MS S
CB1 5
19
5
FS
4.000
0
ET
18
5 1.7
ET
S
D SW D SW
68
ET
00 3.9 X 5 60 2.3 X 5
X 773 52. 3 X 3 6 52.
7
X X 53.505
11
X 53
L
59
F
0
W
RE
ST
ET
70
W
1. 00
X
17
1A 13
.9
52
SL
ET
2 13
X
X
16 0 60 9.
00
S
0
SWD
X 57.310
.4
D SW D SW
.00
57
SWD
15
14
W
MH S
M 6
0
.50
60
13
ET
D SW D SW
00
PLU
10
8
SWD
FSL 58.700 OB IL 57.700
62
W
1
53.030 X
9
S SWD
S SWD
S
ET
1
E 1
5
5.868
3 13
50
1 1
S
S
W
MS
.06
25
3
1.7
X
1.0
0
.90
E
62
AD RO
2
W
S
29.163
069
E
4
13.
TW
T W
T W
E 2
T W
40 5.5
S SWD
S SWD
X 53.270
E 4
W
T W
E
D SW D SW
S
E T E T W
S
SWD
ET
S
00
1.0
E T
S
S SWD
X 53.900
E T
E 3
S
SWD
W
MH
1
2
3
D SW D SW
S
S
E
S
54.700 X 4 13
EXISTING DWELLING
T
59.650 X
FUTURE STAGE
E W
D SW D SW
62.900 X
DETAIL PLAN NUMBER (OR DRAWING NUMBER)
T
D SW D SW
0
75 1.
T
BM PSM RL 64.039 AHD
W
W
T
S
G FI
LE P AM Y X E NL O
ET
T
DS OO TAGE
RE TU FU
W
RE ST
WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE OCCUPATIONAL HEALTH & SAFETY LEGISLATION
DESIGN LAYOUT RIGSS TYPICAL LOCALITY & SITE PLAN
OTHER -
GCCC
LCC
RCC
QUU
DRAWING No.
SEQ-SEW-1100-2 NOT TO SCALE
UW VERSION
B ORG DATE: 1/1/2013
MAINTENANCE HOLE TYPES B D
= CLASS B NON-TRAFFICABLE = CLASS D TRAFFICABLE
AUTH.
X
1 TRENCHSTOP SEE NOTE 7
R40.000 L1.400
IL 53.050 CL 0.070 R25.000 L3.180
IL 52.850 CL 0.650
I.L.49.910
ROAD
EASEMENT PP
17.133
32.260
10.67 9.34
13.290 3.50011.74018.500
1.860 1.780
2.565
61.125
59.265 59.345
57.712 60.277
118.930
61.290 TP 104.430
2.565
2.515 2.515 2.565 58.700 59.135 88.690
56.185 56.185 56.911
2.280
2.280
58.525 TP 85.330
56.245
58.515 IP 84.630
56.235
2.280 56.225 58.505 TP 83.930
2.405
2.400
57.610
55.205 55.205
57.580
71.900
58.280 IP 71.420
55.180
1.838 54.745 TP 41.230
52.907
1.827
1.835 52.845 54.680
52.783 54.160
IP 39.640
53.285
55.200
LE P AM Y X E NL O
LINE 5 NOTES: 1. 2. 3. 4. 5. 6. 7.
ALL LEVELS, CHAINAGES & DISTANCES IN METRES. REFER SEQ-SEW-1200 SERIES FOR BEDDING & BACKFILL REQUIREMENTS. REFER SEQ-SEW-1300 SERIES FOR MAINTENANCE STRUCTURE TYPES AND DROPS AND FOR NUSEWER COMPLIANT APPURTENANCES. PIPE MATERIAL TO BE SPECIFIED AS REQUIRED BY NUSEWERS (PE). REFER SEQ-SEW-1106 SERIES FOR PROPERTY CONNECTION TYPES. DETAILS OF COMPOUND BENDS ARE TO BE SHOWN ON DESIGN DRAWINGS. REFER TO SEQ-SEW-1206-1 FOR BULKHEADS AND TRENCHSTOP DETAILS. FOR SPACING REQUIREMENTS REFER TABLE 8.1 OF SEWERAGE CODE.
SEWERAGE STANDARD DRAWING
WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE OCCUPATIONAL HEALTH & SAFETY LEGISLATION
1 BULKHEAD SEE NOTE 7
FP
LINE 4
LONGITUDINAL SECTIONS
1 BULKHEAD SEE NOTE 7
8.500
TYPE 3
0.000
54.728 0.000
LINE 3
7.796 12.774
62.053 13.069
60.950
55.015
59.540
53.220 53.420
1.500
1.700 1.620 58.820 58.900 61.570 0.000
60.520
67.112 29.163
10.032
1.380 62.850
1.620 58.900
64.230
1.700 58.820 61.570 0.000
60.520
1.360 62.600 63.960 58.553
61.570
66.954
58.820 58.860 35.540
1.700 1.660 55.185 TP 17.630
60.520
54.710 IP 15.040
1.595 54.385
1.795 53.220
53.420
TP 12.450
60.556
LINE 2
10.000
ROAD 3
TP 38.050
TYPE 5
3 TRENCHSTOPS AT 9.000 CRS SEE NOTE 7
39.640
1.827
TYPE 3
TYPE 3
SOME UTILITY INFORMATION HAS BEEN OMITTED FOR CLARITY AT THIS SCALE. HOWEVER, CHAINAGE, INVERT OR CROWN LEVEL AND DESCRIPTION eg. 2 x 100 TELSTRA CONDUITS etc, SHALL BE SHOWN FOR ALL UTILITY SERVICES.
.L. E.S
DN160 SDR21 PE100
52.783 52.783
15.868
FP
54.160 54.160
13.069
55.015
THE LONGITUDINAL SECTION FOR LINES No.6, No.7 AND No.13 HAS NOT BEEN PROVIDED.
18.450
1.620
99.180
1 : 1000 HORIZONTAL 1 : 100 VERTICAL
BULKHEAD AND TENCHSTOP DETAILS AMENDED, NOTE 7 ADDED.
CR. 54.502 CL 0.525
I.L.51.066 CL 0.645
23.760
1.795 1.595
7.380
54.728
2/07/15
6
8.000
46.00 WOOD ST
FP DN160 SDR 21 PE100
PP
ROAD
SEQ WATER SERVICE PROVIDERS B
7
G A D
3.640
PP FP ROAD FP DN160 SDR 21 PE100
29.163
LEGEND FP = VERGE PP = PRIVATE PROPERTY R = BEND RADIUS (HOR, VERT, COMP) SRB = SHORT RADIUS BEND - 0.75 RADIUS L = BEND LENGTH
A
B2
9.000
43.00 WOOD ST
6.690
LINE 1
A
SEE NOTE 6
LOT 13 IL 53.900 CH 13.868 0.850 LOT 17 IL 53.900 CH 15.568 D 0.900 X X
X
CR.60.425 CL 0.625
CR.63.705 CL 0.655
50.00 ROAD 2
25.016
LINE NUMBER
B
MS
.L. F.S
15.040 20.500
CHAINAGE (CH)
B2
B
MS
X X
X X
F.S.L.
. S.L
13.860 5.100
EXISTING SURFACE LEVEL (ESL)
DESCRIPTION
LOT 2 IL 59.650 CH 12.769 D 1.500
E.S .L.
F. S
.L .
CR.63.435 CL 0.655
FP
A2
4 TRENCHSTOPS AT 9.000 CRS SEE NOTE 7
PP FP ROAD FP DN160 SDR 21 PE100
FP
PP
DN160 SDR 21 PE100
0.000
FINISHED SURFACE LEVEL (FSL)
F.
52.00 ROAD 2
ROAD 2 ROAD FP
TYPE 3
INVERT LEVEL (IL)
.
3 BULKHEADS AT 7.200 CRS SEE NOTE 7
49.00
DEPTH OF INVERT BELOW FSL
LOT 3 IL 62.900 CH 28.863 D 1.500
LOT 4 IL 62.900 CH 26.663 1.400
LOT 5 IL 62.650 CH 24.761 D 1.100
LOT 6 IL 62.650 CH 22.500 1.050
X X
F.S .L. X
X
3 BULKHEADS AT 6.200 CRS SEE NOTE 7
7.502
13 B2 A1
A1
L E.S.
7.300
5.150
1 13
A1 A2
6.300
3 BULKHEADS AT 5.100 CRS SEE NOTE 7
EMBEDMENT TYPE
DATE
LOT 8 IL 60.500 CH 5.010 D 1.220
LOT 9 IL 57.000 CH 24.310 D 0.810 E.S .L.
R 20.000 L 5.180
1 TRENCHSTOP SEE NOTE 7
LENGTH
REV. No.
1 2
1 3 A2 A1
A
3 5
57.285
A A
B
F
CB1 5
59.850
A A
2 5
59.476
A A
HB3 5
IP 100.430 60.130
A A
1 5
TP 96.430
DA
B2
HB2 5
LOT 14 IL 53.270 CH 41.40 D 1.350 LOT 19 IL 53.505 CH 46.100 D 1.350
F
2 3
HB1 5
B
G
B2
1A 13
E 4
D
B
G
PIPE NOMINAL DIAMETER (DN) TYPE, CLASS
SCALES:
B
3 13
E 3
G
4 13
(1 IN X)
1 1
LOT 18 IL 52.360 CH 17.68 D 1.320
B
E 2
F
PROPERTY DESCRIPTION
GRADE
1 1
53.580
D
E 1
55.200
1 1
26.813
DATUM
CROWN LEVEL CR xx.xxx CLEARANCE CL x.xxx OR INVERT LEVEL I.L. xx.xxx
LE P AM Y X E NL O
SERVICE CONFLICT DETAILS
PROPERTY CONNECTION (PC) DETAILS LOT No. xx PC INVERT LEVEL (IL) xx.xxx PC CH TO DS MH/MS xx.xxx PC DEPTH (D) x.xxx
MH/MS COVER TYPE MH/MS TYPE BRANCH DROP TYPE BRANCH LINE No. PROPERTY CONNECTION TYPE
VB1 1
15.868
3 13
MAINTENANCE HOLE/SHAFT No.
DESIGN LAYOUT PE NUSEWERS TYPICAL LONGITUDINAL SECTIONS
GCCC
LCC
RCC
QUU
DRAWING No.
SEQ-SEW-1101-1 NOT TO SCALE
UW VERSION
B ORG DATE: 1/1/2013
V X 1
DATE
2/07/15
LOT 18 IL 53.140 CH 17.68 D 1.500
LOT 13 IL 53.900 CH 13.868 D 0.850 LOT 17 IL 53.900 CH 15.568 D 0.900
31.450
13.78 13.400
13.620 0.980 3.000
13.400
9.340
11.740 18.500
2.432
1.860 1.780 59.265 59.345 61.125
LE P AM Y X E NL O
61.290 118.930
2.450
57.352 59.784 TP 101.090
2.450
57.285 59.735 IP 100.430
57.236 59.686 TP 99.770
2.485 59.116 TP 89.940
56.631
58.893 IP 88.690
2.485
58.670 TP 87.440
59.135
56.408
2.350
2.515 2.515 2.485 56.185 56.185 56.185 58.700 85.690
2.350
56.151 58.501 TP 85.210
56.115 58.465 IP 84.710
2.350 56.079 58.429 TP 84.210
2.275
2.275 57.480 IP 71.090
55.241
55.205
57.444 TP 70.590
57.516
55.169
54.710 TP 40.060
TP 71.590
52.845 54.680 IP 39.640
1.835 52.829 54.664 TP 39.220
3.390 1.750 53.285 0.000
49.670 51.310
53.580 55.200 55.200 15.868
53.060
1.620
TYPE 3
LINE 4 NOTES: LONGITUDINAL SECTIONS
LINE 5
ALL LEVELS, CHAINAGES & DISTANCES IN METRES. REFER SEQ-SEW-1200 SERIES FOR BEDDING & BACKFILL REQUIREMENTS. REFER SEQ-SEW-1300 SERIES FOR MAINTENANCE STRUCTURE TYPES AND DROPS AND FOR RIGSS COMPLIANT APPURTENANCES. PIPE MATERIAL TO BE SPECIFIED AS REQUIRED BY RIGSS (PVC). REFER SEQ-SEW-1104 AND SEQ-SEW-1105 FOR PROPERTY CONNECTION TYPES. DETAILS OF STANDARD DN150 LONG RADIUS PVC BENDS ARE SHOWN AT SEQ-SEW-1314-3. REFER SEQ-SEW-1206-1 FOR BULKHEAD AND TRENCHSTOP DETAILS. FOR SPACING REQUIREMENTS REFER TABLE 8.1 OF SEWERAGE CODE.
SEWERAGE STANDARD DRAWING
WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE OCCUPATIONAL HEALTH & SAFETY LEGISLATION
1 TRENCHSTOP SEE NOTE 7
IL 52.850 CL 0.080
I.L.49.910
IL 53.050 CL 0.850
13.780
LINE 3
AUTH.
1 BULKHEAD SEE NOTE 7
X
CR. 54.502 CL 0.525
I.L.51.066 CL 0.645 53.220 53.420 54.728 0.000
55.015
59.540 60.950 62.053 13.069
7.796 12.774
1.700 1.620 58.820 58.900 61.570 0.000
60.520
67.112 29.163
26.813
10.032
1.380 62.850
1.620 58.900
61.570 0.000
64.230
1.700 58.820
62.600 63.960 66.954 60.556
58.553
60.520
1.360
1.700 1.660 58.820 58.860
1.795 1.595
TYPE 5
1.500
TYPE 3
4. 5. 6. 7.
DN1200 MH
X X X
39.640
60.520
1.595
CR.60.425 CL 0.625
CR.63.705 CL 0.655
15.868
1. 2. 3.
PP
DN150 PVC SN8
13.069
MAINTENANCE HOLE TYPES P1-P3 = PRE-CAST CONCRETE
EASEMENT
FP
29.163
LINE 2
ROAD 3
ROAD
25.016
1 : 1000 HORIZONTAL 1 : 100 VERTICAL
BULKHEAD AND TRENCHSTOP DETAILS AMENDED, NOTE 7 ADDED.
FP
35.540
SEQ WATER SERVICE PROVIDERS B
DN150 PVC SN8
PP FP
25.820
LINE 1
DESCRIPTION
ROAD
99.18
FOR OTHER TYPES REFER TO SEQ-SEW-1300 SET MH COVER TYPES REFER TO SEQ-SEW-1308 SET REV. No.
FP
23.76
61.570
1.795 53.220
53.420
DN150 PVC SN8
PP FP
1 TRENCHSTOP SEE NOTE 7
5.000
7.300
46.00 WOOD ST
7.38
55.015 54.728 0.000
43.00 WOOD ST
ROAD
TYPE 3
.L. E.S
7.900
2.275
X X
DN150 PVC SN8
FP
SOME UTILITY INFORMATION HAS BEEN OMITTED FOR CLARITY AT THIS SCALE. HOWEVER, CHAINAGE, INVERT OR CROWN LEVEL AND DESCRIPTION eg. 2 x 100 TELSTRA CONDUITS etc, SHALL BE SHOWN FOR ALL UTILITY SERVICES.
8.500
6.690
LINE NUMBER
LEGEND FP = VERGE PP = PRIVATE PROPERTY
FP
THE LONGITUDINAL SECTION FOR LINES No.6, No.7 AND No.13 HAS NOT BEEN PROVIDED.
B
.L.
6.580
TYPE 3
CHAINAGE (CH)
B
1.835
FP
B
F.S
50.00 ROAD 2 PP
ROAD
V V
7
F
3 BULKHEADS AT 7.200 CRS SEE NOTE 7
FP
PP
B B
F.S.L.
L. .S.
52.00 ROAD 2
DN150 PVC SN8
EXISTING SURFACE LEVEL (ESL)
LOT 2 IL 59.650 CH 12.769 D 1.500
E.S .L.
F. S
.L .
CR.63.435 CL 0.655
3 BULKHEADS AT 6.200 CRS SEE NOTE 7
5 BULKHEADS AT 5.900 CRS SEE NOTE 7 49.00 ROAD 2 ROAD FP
EMBEDMENT TYPE
FINISHED SURFACE LEVEL (FSL)
.
2 5
D
A A
L E.S.
7.400
5.900
A
LOT 3 IL 62.900 CH 28.863 D 1.500
LOT 4 IL 62.900 CH 26.663 D 1.400
LOT 5 IL 62.650 CH 24.761 D 1.100
X X
F.S .L. X
.L. E.S X
6.300
LENGTH
SCALES:
LOT 8 IL 60.500 CH 5.010 D 1.220
V V 1
LOT 9 IL 57.000 CH 24.310 D 0.800
V V 1 2 A B
HB3 CB2 5 5
V V
V V
A A
1 5 JJ
1 3 A
HB1 HB2 5 5
A
V V
A
CB1 5
B
B
2 3
(1 IN X)
INVERT LEVEL (IL)
B
V V
PIPE NOMINAL DIAMETER (DN) TYPE, CLASS
DEPTH OF INVERT BELOW FSL
1A 13
4
PROPERTY DESCRIPTION
GRADE
E 4
LOT 14 IL 53.270 CH 41.40 D 1.500 LOT 19 IL 53.505 CH 46.100 D 1.500
J
3 13
E 3
X X
B
J
1 1
3 TRENCHSTOP AT 7.8 CRS SEE NOTE 7
B
J
E 2
1.835
B
B
1 1
52.875
D
E 1
35.540
DATUM
1 1
CROWN LEVEL CR xx.xxx CLEARANCE CL x.xxx OR INVERT LEVEL I.L. xx.xxx
LE P AM EX NLY O
SERVICE CONFLICT DETAILS
PROPERTY CONNECTION (PC) DETAILS LOT No. xx PC INVERT LEVEL (IL) xx.xxx PC CH TO DS MH/MS xx.xxx PC DEPTH (D) x.xxx
MH/MS COVER TYPE MH/MS TYPE MH/MS DROP TYPE BRANCH LINE No. PROPERTY CONNECTION TYPE
3 13
LOT 6 IL 62.650 CH 22.500 D 1.050
MAINTENANCE HOLE/SHAFT No.
DESIGN LAYOUT RIGSS TYPICAL LONGITUDINAL SECTIONS
GCCC
LCC
RCC
QUU
DRAWING No.
SEQ-SEW-1101-2 NOT TO SCALE
UW VERSION
B ORG DATE: 1/1/2013
TYPICAL NOTES TO BE INCLUDED WITH DRAWING SET ENVIRONMENTAL CONDITIONS
GENERAL NOTES
PLACE ON YOUR DRAWING NOTES AS RECEIVED IN YOUR APPROVAL LETTER FROM THE ENVIRONMENTAL REGULATOR OR MANAGER. IF NOTES RELEVANT TO THIS ESTATE ARE NOT SPECIFIED IN YOUR APPROVAL LETTER, TYPICAL NOTES AS FOLLOWS SHALL BE PLACED ON ALL DRAWINGS.
1.
VEGETATION PROTECTION
3.
TREES LOCATED ALONG THE FOOTPATH SHALL BE, TRANSPLANTED PRIOR TO CONSTRUCTION, OR REPLACED IF DESTROYED. B. WHEN WORKING WITHIN 4 m OF TREES, RUBBER OR HARDWOOD GIRDLES SHALL BE CONSTRUCTED WITH 1.8 m BATTENS CLOSELY SPACED AND ARRANGED VERTICALLY FROM GROUND LEVEL. GIRDLES SHALL BE STRAPPED TO TREES PRIOR TO CONSTRUCTION AND REMAIN UNTIL COMPLETION. C. TREE ROOTS SHALL BE TUNNELLED UNDER, RATHER THAN SEVERED. IF ROOTS ARE SEVERED THE DAMAGED AREA SHALL BE TREATED WITH A SUITABLE FUNGICIDE. CONTACT RELEVANT COUNCIL ARBORIST FOR FURTHER ADVICE. D. ANY TREE LOPPING REQUIRED SHOULD BE UNDERTAKEN BY AN APPROVED ARBORIST.
2.
A.
4. 5. 6. 7. 8. 9.
SOIL A. TOPSOIL AND SUBSOIL SHALL BE STOCKPILED SEPARATELY. B. CARE SHALL BE TAKEN TO PREVENT SEDIMENT FROM ENTERING THE STORMWATER SYSTEM. THIS MAY INVOLVE PLACING APPROPRIATE SEDIMENT CONTROLS AROUND STOCKPILES. C. ACID SULPHATE SOILS EXIST IN THE WORKS AREA. THE OUTPUTS FROM THE RISK ASSESSMENT BASED ON THE QUEENSLAND ACID SULPHATE SOIL TECHNICAL MANUAL REQUIRES THAT ACID SULPHATE SOILS BE MANAGED AS FOLLOWS: (DELETE IF NO ACID SULPHATE SOILS)
10. 11. 12. 13. 14.
CREEK CROSSINGS A.
SILTATION CONTROL MEASURES SHALL BE PLACED DOWNSTREAM OF ANY EXCAVATION WORK. B. APPROPRIATE SEDIMENT CONTROLS SHALL BE USED TO PREVENT SEDIMENT FROM ENTERING THE CREEK. C. NO SOIL SHALL BE STOCKPILED WITHIN 5 m OF THE CREEK.
15.
ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CURRENT SOUTH EAST QUEENSLAND SEWERAGE CODE SPECIFICATIONS AND STANDARDS. UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK SHALL COMPLY WITH THE RELEVANT AUSTRALIAN STANDARDS. THE CONSTRUCTION OF THE SEWERAGE WORK SHOWN ON THIS DRAWING SHALL BE SUPERVISED BY AN ENGINEER WHO HAS RPEQ REGISTRATION. SEWERAGE WORKS NOT COMPLYING WITH THIS REQUIREMENT WILL NOT BE PERMITTED TO CONNECT INTO THE SEQ SERVICE PROVIDER SEWERAGE SYSTEM. ALL WORK ASSOCIATED WITH LIVE SEWERS OR MAINTENANCE HOLES SHALL BE CARRIED OUT BY THE SEQ SERVICE PROVIDER AT THE DEVELOPER'S COST. ALL PIPES AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE "ACCEPTED PRODUCTS AND MATERIALS" LIST. EACH ALLOTMENT SHALL BE SERVED BY A DN110 PE (OR DN100 PVC) PROPERTY CONNECTION. FOR ALLOTMENTS OTHER THAN SINGLE RESIDENTIAL, A DN160 PE (OR DN150 PVC) PROPERTY CONNECTION SHALL BE PROVIDED. PROPERTY CONNECTIONS SHALL BE LOCATED WITHIN THE PROPERTY AS SHOWN IN THE DRAWINGS. PROPERTY CONNECTION BRANCHES SHALL EXTEND INTO THE PROPERTY A MINIMUM OF 300 mm AND A MAXIMUM OF 750 mm. UNITYWATER REQUIRES MINIMUM EXTENSION OF 500 mm INTO PROPERTY. WHERE PIPES ARE LAID IN FILL, THE FILLING SHALL BE CARRIED OUT IN LAYERS NOT EXCEEDING 300 mm (LOOSE) IN DEPTH AND SHALL BE COMPACTED UNTIL THE COMPACTION IS NOT LESS THAN 95% OF THE MATERIALS MAXIMUM COMPACTION WHEN TESTED IN ACCORDANCE WITH A.S. 1289 (MODIFIED COMPACTION). TESTING SHALL BE CARRIED OUT AFTER EACH ALTERNATE LAYER. IN ALL SUCH CASES APPROVAL OF CONSTRUCTED SEWERS WILL NOT BE ISSUED BY THE SEQ SERVICE PROVIDER UNLESS CERTIFICATES ARE PRODUCED CERTIFYING THAT THE REQUIRED COMPACTION HAS BEEN ACHIEVED. WHERE SEWERS HAVE A GRADE OF 1 IN 20 OR STEEPER,BULKHEADS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SEQ SEWER CODE. THE CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF EXISTING SERVICES WITH RELEVANT AUTHORITIES BEFORE COMMENCING WORKS. SEWERS SHALL BE DISUSED /ABANDONED IN ACCORDANCE WITH PROCEDURES SET OUT IN THE SEQ SEWER CODE. BENCH MARK AND LEVELS TO AHD. THE EXISTING DWELLING ON LOT 3, REFER SEQ-SEW-1100, SERVED BY A SEPTIC SYSTEM, SHALL BE CONNECTED TO THE NEW SEWER BY A LICENCED PLUMBER IN ACCORDANCE WITH THE RELEVANT STATUTORY AND COUNCIL REQUIREMENTS. THE SEPTIC SYSTEM, INCLUDING TRENCHES,SHALL BE REMOVED AT THE DEVELOPER'S COST. ALL FIXTURES SHALL BE UPGRADED IF REQUIRED BY PLUMBING CODE. EXISTING ALLOTMENTS REQUIRING A PROPERTY CONNECTION FROM EXISTING SEWERS SHALL BE PROVIDED BY THE SEQ SERVICE PROVIDER AT THE DEVELOPERS COST.
NAME OF ESTATE
REHABILITATION
SUNRISE ESTATE
SUBDIVIDER
JOPET PTY LTD
A.
APPLICATION No.
253/50/5-CA20/95
B.
PREDISTURBANCE SOIL PROFILES AND COMPACTION LEVELS SHALL BE REINSTATED. PREDISTURBANCE VEGETATION PATTERNS SHALL BE RESTORED.
SP DELEGATE
7.12.94
APPROVAL DATE
SAFETY A.
DRAWING/PLAN No.
THE DESIGN AND CONSTRUCTION OF THE WORKS SHALL COMPLY WITH ALL QUEENSLAND LEGISLATION.
ALL ENVIRONMENT PROTECTION MEASURES SHOULD BE IMPLEMENTED PRIOR TO ANY CONSTRUCTION WORK, INCLUDING CLEARING, COMMENCING.
REV. No.
DATE
DESCRIPTION
No. OF ALLOTMENTS
26
AREA IN Ha.
2.828
LENGTH OF SEWERS
AUTH.
100 mm
40.000
150 mm
327.100
SEWERAGE STANDARD DRAWING
SEQ WATER SERVICE PROVIDERS WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE OCCUPATIONAL HEALTH & SAFETY LEGISLATION
SEWERAGE RETICULATION TYPICAL ESTATE DETAILS AND NOTES
GCCC
LCC
RCC
QUU
DRAWING No.
SEQ-SEW-1101-3 NOT TO SCALE
UW VERSION
A ORG DATE: 1/1/2013
SERVICE PROVIDER AND CONSTRUCTOR LIVE SEWER WORKS - TYPICAL SCHEDULE No.
DESCRIPTION (SOME WORKS LISTED ARE NOT SHOWN ON SEQ-SEW-1100-1 & 1100-2)
1(A)
* AGENCY TO BREAK INTO EXISTING MAINTENANCE HOLE 5/1 AND CONSTRUCT A 150 mm STUB (TEMPORARILY END CAPPED) PRIOR TO START OF CONSTRUCTION.
DIA. SEWER
MH NO.
150
1/1
P2
3/13
P2
1(B)
0.5m FROM STUB END CAP, CONSTRUCTOR TO LAY NEW LINE 5. AFTER CLEANSING, TESTING AND INSPECTING, NOTIFY AGENCY.
1(C)
AGENCY TO REMOVE TEMPORARY END CAPS ON STUB & LINE 5 AND MAKE LIVE CONNECTIONS AFTER SUCCESSFUL "ON MAINTENANCE" INSPECTION.
2(A)
AGENCY TO BREAK INTO EXISTING MAINTENANCE HOLE 3/13 AND CONSTRUCT 2/150 mm STUBS (TEMPORARILY END CAPPED) PRIOR TO START OF CONSTRUCTION.
225
CONSTRUCTOR TO LAY NEW LINES 1 AND 4. AFTER CLEANSING, TESTING AND INSPECTING, NOTIFY AGENCY.
150
2(B)
MH/MS COVER LOT TYPE TYPE NO.
I.L.
DEPTH TO INVERT
F.S.L.
E.S.L.
61.227
61.227
55.015
54.728
53.220
1.795
55.015
54.728
53.420
1.595
(LINE 4) 55.015 (NEW STUBS)
54.728
53.420
1.595
54.728
53.220
1.795
B
59.530 1.697
(EXISTING D/S OUTLET) 150
3/13 3/13
P2
3/13
P2
D
P2
(LINE 1)
2(C)
AGENCY TO REMOVE TEMPORARY END CAPS ON STUBS & LINES 1 & 4 AND MAKE LIVE CONNECTIONS AFTER SUCCESSFUL "ON MAINTENANCE" INSPECTION.
2(D)
AGENCY TO RAISE EXISTING MAINTENANCE HOLE 3/13 BY 0.287 m AND TO REPLACE TOP SLAB, COVER AND FRAME WITH A TRAFFICABLE ARRANGEMENT.
3(A)
CONSTRUCTOR TO CONSTRUCT NEW MAINTENANCE HOLE 1A/13 OVER EXISTING SEWER AND BENCH AND RENDER UP TO PIPE BUT NOT REMOVE CROWN OF PIPE.
225
1A/13
P2
B
3(B)
CONSTRUCTOR TO LAY LINE 5 AND INSTALL HOUSE CONNECTIONS.
150 100 100
1A/13
P2
B
225
55.015
7 11
54.580
54.580
53.028
1.552
54.580 54.580 54.580
54.580 54.580 54.580
53.230 53.600 53.600
1.350 0.980 0.980
58.913
58.913
57.293
1.620
58.913 58.913
58.913 58.913
57.493 57.493
1.420 1.420
1.620
3(C)
AGENCY TO REMOVE CROWN OF PIPE AND COMPLETE BENCHING AFTER SUCCESSFUL "ON MAINTENANCE" INSPECTION OF LINE 5.
4(A)
AGENCY TO BREAK INTO EXISTING MAINTENANCE HOLE 2 AND CONSTRUCT 2/150 mm STUBS (TEMPORARILY END CAPPED) PRIOR TO START OF CONSTRUCTION.
150
2
C2
4(B)
CONSTRUCTOR TO LAY NEW LINE 8 AND 9. AFTER CLEANSING AND TESTING, NOTIFY AGENCY.
150 150
2 2
C2 C2
4(C)
AGENCY TO REMOVE TEMPORARY END CAPS ON STUBS & LINES 8 & 9 AND MAKE LIVE CONNECTIONS AFTER SUCCESSFUL "ON MAINTENANCE" INSPECTION. 150
2
D1
B
58.913
58.913
57.293
150
1/1
D1
B
61.227
61.227
59.530 1.697
55.750 54.250
55.750 54.250
54.450 52.950
1.300 1.300
54.410
54.250
53.028
1.552
5(A) OUTLET IN THE EXISTING MAINTENANCE HOLE 1/1 (ADJACENT TO LOT 20) TO ABANDON THIS SECTION OF SEWER AFTER SUCCESSFUL "ON MAINTENANCE" INSPECTION. 5(B)
B
(LINE 8) (LINE 9)
CONSTRUCTOR TO REMOVE ABANDONED SEWER AND REINSTATE GROUND.
6
AGENCY TO PROVIDE NEW HOUSE CONNECTION.
100 100
7
AGENCY TO RAISE EXISTING MAINTENANCE HOLE 1/13 IN WOODS STREET BY 0.160 m TO SUIT NEW FOOTWAY LEVEL.
225
1 12 1/13
C2
B
* AGENCY MEANS GOLD COAST CITY COUNCIL OR LOGAN CITY COUNCIL OR REDLAND CITY COUNCIL OR QUEENSLAND URBAN UTILITIES OR UNITYWATER (APPROVAL VALID FOR 12 MONTHS FROM DATE SHOWN) WITH ALL AGENCY WORK TO BE PAID FOR BY DEVELOPER VIA QUOTATION APPLICATION. AGENCY MAY PERMIT CONTRACTORS TO CARRY OUT ALL OR PART OF THE LIVE WORKS, REFER TO SEQ-SP CONNECTION POLICY FOR DETAILS. REV. No.
DATE
DESCRIPTION
AUTH.
SEWERAGE STANDARD DRAWING
SEQ WATER SERVICE PROVIDERS B
22/07/15 AMENDED AGENCY NOTES.
WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE OCCUPATIONAL HEALTH & SAFETY LEGISLATION
DESIGN LAYOUTS CONNECTION TO EXISTING SEWER TYPICAL SCHEDULE OF WORKS
GCCC
LCC
RCC
QUU
DRAWING No.
SEQ-SEW-1102-1 NOT TO SCALE
UW VERSION
B ORG DATE: 1/1/2013
ES
R
N LI
U
TO
PROPERTY CONNECTIONS (SEE SEQ-SEW-1104-1 AND 1105-1)
PE
NOTES: 1. GRADE SEWER EVENLY BETWEEN MH/MS TO LEVELS SHOWN IN DESIGN DRAWINGS.
FLOW
O SL
SLOPE
N
CO
2. LAY PIPES AND FITTINGS WITH SOCKETS UPSTREAM WHEREVER PRACTICABLE.
MS AND VARIABLE HORIZONTAL BENDS (SEE SEQ-SEW-1314-1 TO 1316-1 SET) FLOW W
O
FL
INTERSECTION POINT (PEG)
FLOW
FLOW
TYPICAL RIGSS RETICULATION SEWER
FLOW BRANCH/TRUNK SEWER MH (SEE SEQ-SEW-1307-1 TO 1312-1)
CAST IN-SITU OR PRECAST FACTORY BENCHED MAINTENANCE HOLE (MH) (SEE SEQ-SEW-1300 SET)
INTERSECTION POINT (PEG) DEEP JUNCTION TYPE 'D' PROPERTY CONNECTIONS AT DIFFERENT LEVELS (SEE SEQ-SEW-1105-1)
WATER AGENCY DIRECTED WATER SEAL OR WATER SEAL MH (SEE SEQ-SEW-1408-1 & 1408-2)
'X' DROP (SEE SEQ -SEW-1303-1) TERMINAL MS (SEE SEQ-SEW-1314-1) FLOW
FLOW
FLOW
REV. No.
DATE
LONG RADIUS DN150 VERTICAL BENDS (SEE SEQ-SEW-1314 SET)
TYPICAL RIGSS RETICULATION SEWER INTO BRANCH OR TRUNK SEWER WITH WATER SEAL
DESCRIPTION
AUTH.
SEWERAGE STANDARD DRAWING
SEQ WATER SERVICE PROVIDERS WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE OCCUPATIONAL HEALTH & SAFETY LEGISLATION
RIGSS PIPELAYING TYPICAL ARRANGEMENTS
GCCC
LCC
RCC
QUU
DRAWING No.
SEQ-SEW-1103-1 NOT TO SCALE
UW VERSION
A ORG DATE: 1/1/2013
C H US O T U O SE M E D R' RA S IN
NOTES: 1.
2.
RP
GRADE SEWER EVENLY BETWEEN MH/MS TO LEVELS SHOWN IN DESIGN DRAWINGS. LAY PIPES AND FITTINGS WITH E-F COUPLINGS OR BUTT WELDING.
FLOW
PR SE OP W ER E R TY M CO M IN AX 3 N 00 N EC 75 m 0 TI m m O N m
PROPERTY CONNECTIONS AT DIFFERENT LEVELS (SEE SEQ-SEW-1106-1 TO 1106-7)
PVC SOCKET WITH CAP SEE NOTE 5 ON SEQ-SEW-1106-2
A
PE/PVC ADAPTOR MIN SOCKET DEPTH 180 mm FIELD MADE LONG RADIUS VERTICAL BEND
MS AND VARIABLE BENDS (SEE SEQ-SEW-1315-1)
FLOW
PE STUB MAINTENANCE HOLE (MH) (SEE SEQ-SEW-1301 SET)
FLOW
FACTORY MADE SHORT RADIUS BEND (750 mm RADIUS)
FLOW
TYPICAL NUSEWER RETICULATION SEWER
FIELD MADE LONG RADIUS BEND (DN160 AT 5.0 m RADIUS)
SULPHIDE CONTROL MAINTENANCE HOLE (SEE SEQ-SEW-1307-2)
PROPERTY CONNECTIONS AT DIFFERENT LEVELS (SEE SEQ-SEW-1106-1 TO 1106-7)
BRANCH/TRUNK SEWER MH (SEE SEQ-SEW-1301 SET) TERMINAL MS (SEE SEQ-SEW-1315-1) FLOW
FLOW
FLOW
PROPERTY CONNECTIONS AT DIFFERENT LEVELS (SEE SEQ-SEW-1106-1 TO 1106-7)
REV. No.
DATE
DESCRIPTION
AUTH.
SEWERAGE STANDARD DRAWING
SEQ WATER SERVICE PROVIDERS B
25/06/15 REMOVE SEDIMENT TRAP.
UNITYWATER REQUIRES INSPECTION WYE AT PROPERTY CONNECTION POINTS, REFER SEQ-SEW-1106-7
TYPICAL NUSEWER RETICULATION SEWER INTO BRANCH OR TRUNK SEWER
WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE OCCUPATIONAL HEALTH & SAFETY LEGISLATION
NUSEWER PIPELAYING TYPICAL ARRANGEMENTS
GCCC
LCC
RCC
QUU
DRAWING No.
SEQ-SEW-1103-2 NOT TO SCALE
UW VERSION
B ORG DATE: 1/1/2013
ELEVATION
REFER TO NOTE 4 REFER TO NOTE 4
ELEVATION
FUTURE GRAVITY DRAIN
SHORT PIPE 500 MAX.
SHORT PIPE 500 MAX.
2.
LIMIT OF WORKS - ALL HOUSE CONNECTION BRANCHES SHALL FINISH WITH AN INSPECTION TEE WITH THE END AND INSPECTION OPENING SCREW CAPPED. INSPECTION TEE INSTALLED TO THE INVERT LEVEL SHOWN ON THE DRAWINGS. ALL HOUSE CONNECTION BRANCHES CROSSING ROADS SHOULD CONNECT INTO MAINTENANCE STRUCTURE WHERE POSSIBLE (FOR UW REFER SEQ-SEW-1104-2). ALL HOUSE CONNECTION BRANCH FITTINGS SUCH AS MOULDED OBLIQUE JUNCTIONS AND BENDS, SHALL BE DATE
DESCRIPTION
21/07/15 AMENDED LABELS AND NOTE 3
FUTURE GRAVITY DRAIN
REFER TO NOTE 4 SHORT PIPE 500 MAX.
5. 6.
7. 8.
FIBREGLASS REINFORCED AS DETAILED FOR THE TYPE 'D' JUNCTION WITHIN STD DRG SEQ-SEW-1105-1 OR MAY BE APPROVED G.R.P JUNCTIONS AND BENDS. BEDDING MATERIAL SHALL COMPLY WITH THE REQUIREMENTS OF THE SPECIFICATION. ALL PIPE JOINTS SHALL CONFORM WITH CODE SPECIFICATION AND THE MANUFACTURERS RECOMMENDATIONS. FOR RESPONSIBILITY LIMITS OF CONSTRUCTED WORKS, REFER STD DRG SEQ-SEW-1105-1. DIMENSIONS ARE IN MILLIMETRES UNLESS SHOWN OTHERWISE.
AUTH.
150x100 REDUCER IF REQUIRED
SP DUAL HOUSE CONNECTION OUTSIDE PRIVATE PROPERTY NOT CROSSING ROAD
WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE OCCUPATIONAL HEALTH & SAFETY LEGISLATION
500 MIN. 1000 MAX
PROPERTY BOUNDARY
FU G TU RA R VI E TY D RA
IN
NOT APPLICABLE TO UNITYWATER. REFER DRAWING SEQ-SEW-1104-2 FOR UW REQUIREMENTS
SEWERAGE STANDARD DRAWING
SEQ WATER SERVICE PROVIDERS B
500 MIN
BEDDING MATERIAL
'TYPE B' SP HOUSE CONNECTION WITHIN PRIVATE PROPERTY SLOPE UP TYPE
ALL HOUSE CONNECTION BRANCHES SHALL HAVE A MINIMUM
REV. No.
1000 MAX
PLAN
1.
4.
50 MIN
REFER TO NOTE 4
NOTES:
3.
SP HOUSE CONNECTION INSPECTION TEE LOCATION MARKER ARRANGEMENT
HOUSE CONNECTION BRANCH (HCB)
HCB 1000 MIN
50x25 H.W. STAKE 600 LONG ADJACENT TO BUT NOT TOUCHING SCREWED CAP END OF INSPECTION TEE.
500 MIN
PLAN TYPE A SP HOUSE CONNECTION WITHIN PRIVATE PROPERTY
100
CONNECTION POINT INVERT LEVEL, REFER SEQ-SEW-1100-2 AND SEQ-SEW-1101-2 FOR DESIGN FORMAT
50 MIN.
SHORT PIPE 500 MAX.
CONDUIT TO INVERT OF INSPECTION TEE
INSPECTION TEE
ELEVATION
REFER TO NOTE 4
SHORT PIPE 500 MAX.
50 MIN.
HOUSE CONNECTION BRANCH
PVC DUCT TAPE
(BASED ON CONTROL POINT DESIGN)
SHORT PIPE 500 MAX.
BEDDING MATERIAL
600 MIN 1500 MAX
M
JUNCTION REFER TO NOTE 4 50 MIN.
OBLIQUE JUNCTION REFER TO NOTE 4
FUTURE GRAVITY DRAIN
BEDDING MATERIAL
IN
UNITYWATER DOES NOT REQUIRE A SHORT PIPE ON SEWER, EACH SIDE OF JUNCTION
1000 MIN
SHORT PIPE 500 MAX.
15 0
500 MIN
JUNCTION REFER TO NOTE 4
BACKFILL
REFER TO NOTE
300
FUTURE GRAVITY DRAIN
TAPED TO H.W. STAKE
BOUNDARY
BEDDING MATERIAL
FUTURE GRAVITY DRAIN
BACKFILL
PROPERTY
BACKFILL
2500 MAX (DEEPER SEWERS SEE SEQ-SEW-1105-1)
2000 LONG ORANGE PVC
SEWERAGE HOUSE CONNECTION TYPICAL CONSTRUCTION DETAILS RIGSS - SHEET 1
GCCC
LCC
RCC
QUU
DRAWING No.
SEQ-SEW-1104-1 NOT TO SCALE
UW VERSION
B ORG DATE: 1/1/2013
MAINTENANCE SHAFT HOUSE CONNECTION BRANCH (HCB)
1000 MIN
150 x 150 FIBRE GLASS REINFORCED uPVC WYE REFER TO NOTE 3
FIBRE GLASS REINFORCED uPVC INSPECTION TEE REFER NOTE 3
HOUSE DRAIN
1000 MIN
PROPERTY BOUNDARY
500 MIN
REINFORCED uPVC BEND REFER TO NOTE 3
PROPERTY BOUNDARY
BEDDING MATERIAL
SHORT PIPE 500 MAX. REFER TO NOTE 4 H
O
U
SE
D
RA I
N
PLAN TWIN PROPERTY CONNECTION (TYPICAL) NON ROAD AND ROAD CROSSING
2000 LONG ORANGE PVC
600 MIN 1500 MAX
TAPED TO H.W. STAKE
300
ONLY TYPE A CONNECTION SHOWN HERE. REFER DWG. SEQ-SEW-1104-1 & SEQ-SEW-1105-1 FOR TYPE B AND C CONNECTIONS. PVC DUCT TAPE
NOTES: 1. ALL HOUSE CONNECTION BRANCHES SHALL HAVE A MINIMUM GRADE OF 1 IN 60 FOR 100 DIA AND 1 IN 80 FOR 150 DIA.
100
2. LIMIT OF WORKS - ALL HOUSE CONNECTION BRANCHES SHALL FINISH WITH AN INSPECTION TEE WITH SCREWED CAP. 3. ALL HOUSE CONNECTION BRANCH FITTINGS INCLUDING THE I.O. SHALL BE FIBRE GLASS REINFORCED. 4. ALL PIPE JOINTS SHALL BE RUBBER RING.
REV. No.
DATE
DESCRIPTION
AUTH.
WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE OCCUPATIONAL HEALTH & SAFETY LEGISLATION
50x25 H.W. STAKE 600 LONG ADJACENT TO BUT NOT TOUCHING SCREWED CAP END OF INSPECTION TEE.
HOUSE CONNECTION INSPECTION TEE LOCATION MARKER ARRANGEMENT
SEWERAGE STANDARD DRAWING
SEQ WATER SERVICE PROVIDERS
CONDUIT TO INVERT OF INSPECTION TEE
INSPECTION TEE
TYPICAL TWIN PROPERTY CONNECTIONS RIGSS
GCCC
LCC
RCC
QUU
DRAWING No.
SEQ-SEW-1104-2 NOT TO SCALE
UW VERSION
A ORG DATE: 29/03/2016
LOT 1
BOUNDARY
BOUNDARY
EDGE
LOT 3
UNITYWATER REQUIRES A MS AT THE JUNCTION OF A DUAL HOUSE CONNECTION AND LOCATED WITHIN THE PROPERTY (REFER DWG SEQ-SEW-1104-2)
REFER TYPE 'D' JUNCTION TABLE PROPERTY SERVICE PROVIDER OWNERS E MAINTENANCE MAINTENANC Y IT IL RESPONSIBILITY RESPONSIB
REINFORCED
INSPECTION TEES LOT 1 AND LOT 2
TRENCH FILL THREADED CAP REFER NOTE 4.
TRENCH
FRONT PROPERTY
FUTURE EDGE BOUNDARY
TRENCH
REAR PROPERTY
SIDE
LOT 4
GRAVITY DRAIN
HCB TYPE A
REFER TO NOTE 2. FUTURE SANITARY DRAIN
DN150 TO DN300 SEWER
INSPECTION TEES LOT 3 AND LOT 4 RISER PIPE
150 mm LAYERS OF EMBEDMENT COMPACTED EVENLY EXTENDING ACROSS AND ALONG TRENCHES
EMBEDMENT
TYPE 'D' JUNCTION FITTING
SLIP COUPLING
LOT 2
TYPICAL CONNECTION MAINTENANCE RESPONSIBILITY
PLAIN VIEW TYPE 'D' HOUSE CONNECTION OPTIONS
DN150 TO DN300 SEWER
ELEVATION
(MINIMUM OF 1 MAXIMUM OF 4)
TYPE D JUNCTIONS USED FOR SEWERS DEEPER THAN 2500
TYPE 'D' JUNCTION TABLE
RISER PIPE WITNESS MARK DN100=100 & DN150=106
OPTIONS RUBBER RING JOINT (RRJ)
PROVIDE 150 MIN OF RISER PIPE FUTURE SLIPPAGE
SLIP COUPLING
BEND
SEWER GRADE
D-1
1:150 TO 1:20
D-2
1:20 TO 1:10
D-3
1:10 TO 1:6
D-4
AS REQUIRED
1:5 TO 1:1
NOTES: WELDED JOINT
FOR BEND DETAILS REFER TYPE 'D' JUNCTION TABLE
1. 2.
3 x COATS OF 300g CHOPPED STRAND MAT WITH A VINYLESTER RESIN AND 2 x VINYLESTER FLOW COATING TOP COATS.
FLOW 3.
RUBBER RING JOINT
SHORT PIPE 500 MAX EACH END OF FITTINGS
10 mm THICK uPVC GUSSET WELDED IN TYPE 'D' JUNCTION FITTING. PLACE. (150 x 150 COMPONENTS SHOWN)(SERVING 2 OR MORE PREMISES) REV. No.
DATE
DESCRIPTION
4. 5.
6.
BEDDING MATERIAL AND GENERAL COMPONENTRY SHALL COMPLY WITH THE REQUIREMENTS OF THE CODE SPECIFICATION AND ANY ADDENDUMS. TYPE "D" JUNCTION FITTINGS SHALL BE FACTORY ASSEMBLED AND CERTIFIED uPVC SEWER FITTINGS COMPLYING WITH AS/NZS 1260 THAT HAVE BEEN ASSEMBLED AND REINFORCED WITH FIBREGLASS AS FIBREGLASS AS SHOWN FOR A TYPE D JUNCTION OR MAY BE APPROVED G.R.P JUNCTIONS AND BENDS. THE SLIP COUPLING COMPONENT OF TYPE "D" JUNCTION FITTING SHALL BE MARKED TO IDENTIFY THE INSTALLATION REQUIREMENTS OF THE FITTING AND THE VERTICAL RISER PIPE, SEE TABLE ABOVE. THREADED LOCK DOWN QUICK RELEASE END CAPS SHALL BE SEALED BY A RUBBER RING, SCREW DOWN CAPS THAT UTILISE STAINLESS STEEL SCREWS ARE NOT PERMITTED. FOR TYPICAL INSTALLATION DETAILS FOR HOUSE CONNECTION OPTIONS AND FOR THE HOUSE CONNECTION INSPECTION TEE AND FOR THE CONNECTION POINT DEPTH CONTROL, REFER SEQ-SEW-1104-1. DIMENSIONS ARE IN MILLIMETRES UNLESS SHOWN OTHERWISE.
AUTH.
SEWERAGE STANDARD DRAWING
SEQ WATER SERVICE PROVIDERS B
19/06/15 MAINTENANCE RESPONSIBILITY DETAIL AMENDED.
WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE OCCUPATIONAL HEALTH & SAFETY LEGISLATION
SEWERAGE HOUSE CONNECTION TYPICAL CONSTRUCTION DETAILS RIGSS - SHEET 2
GCCC
LCC
RCC
QUU
DRAWING No.
SEQ-SEW-1105-1 NOT TO SCALE
UW VERSION
B ORG DATE: 1/1/2013
NOTES UNITYWATER REQUIRES MAINTENANCE SHAFT WITHIN PROPERTY FOR TWIN PROPERTY CONNECTIONS, SEE SEQ-SEW-1106-7
1.
TERMINAL ENTRY POINT S
LOT AA ROAD RESERVE
S S
S S S
LOT GG
S S
S
REAR
S
S
S
S
S
S
ROAD
S
SEWER FLOW
S S S S
LOT DD
S
LOT F
PROPERTY
PROPERTY FRONT
S
S S S S
SEWER FLOW
LOT CC
S
RESERVE
BOUNDARY
S S S
S S
BOUNDARY
S
LOT E
LOT FF
S
S
S
S
S
FRONT PROPERTY
LOT EE1
S
LOT C
S
LOT BB
S
LOT B
LOT D
S
S
S
BOUNDARY
S
S
LOT A
S S
S
PROPERTY CONNECTIONS SEWER IN ROAD RESERVE
FRONT ALLOTMENT LOT EE 2
MAXIMUM DEPTH TO PROPERTY CONNECTION INVERT SHALL BE 1500 mm. 2. CONCRETE SHALL BE CLASS N20 TO WSA PS-357 EXCEPT FOR MAINTENANCE HOLES WHICH ARE SPECIAL CLASS TO WSA PS-358. 3. EACH SINGLE RESIDENTIAL ALLOTMENT SHALL BE SERVED BY A MINIMUM DN110 PROPERTY CONNECTION. FOR OTHER PREMISES, THE DIAMETER OF PROPERTY CONNECTIONS SHALL BE PROVIDED AS SPECIFIED IN THIS CODE. 4. PROPERTY CONNECTION JUNCTIONS SHALL BE LOCATED 1.2 m FROM THE DOWNSTREAM ALIGNMENT. IF THIS IS NOT POSSIBLE PROPERTY CONNECTION JUNCTIONS SHALL NOT BE GREATER THAN 3.5 m FROM THE DOWNSTREAM ALIGNMENT. 5. THE CENTRE OF THE OPENING OF PROPERTY CONNECTION BRANCHES SHALL EXTEND INTO THE PROPERTY A MINIMUM OF 300 mm AND A MAXIMUM OF 750 mm. UNITYWATER REQUIRES MINIMUM EXTENSION OF 500 mm INTO PROPERTY AS SHOWN ON SEQ-SEW-1106-7. 6. PROPERTY CONNECTION BRANCHES OF DN110 SHALL BE GRADED AT A MIN OF 1 IN 60. FOR DN160 PC BRANCHES THE GRADE SHALL BE MIN 1 IN 100. 7. THE OBVERT LEVEL OF THE PROPERTY CONNECTION JUNCTION SHALL NOT BE LOWER THAN THE OBVERT LEVEL OF THE SEWER AT THE JUNCTION. 8. ALL PIPES, FITTINGS AND CONCRETE SHALL HAVE A MINIMUM COVER OF 1150 mm IN FOOTPATHS AND ROADWAYS. 9. LOCATE SEWERS AND PROPERTY CONNECTIONS AS SHOWN ON THE DRAWINGS. 10. REFER DRAWING No SEQ-SEW-1106-2 TO SEQ-SEW-1106-7 FOR PROPERTY CONNECTION DETAILS.
PROPERTY CONNECTIONS SEWER AT REAR OF LOTS
LEGEND PE/PVC ADAPTOR VERTICAL RISER CUSTOMER'S HOUSE DRAIN INSPECTION SHAFT RISER TO COMPLY WITH AS/NZS 3500.2
REV. No.
DATE
DESCRIPTION
AUTH.
SEWERAGE STANDARD DRAWING
SEQ WATER SERVICE PROVIDERS B
19/06/15 REMOVE SEDIMENT TRAPS. MINOR CHANGES TO NOTES.
WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE OCCUPATIONAL HEALTH & SAFETY LEGISLATION
PE NUSEWERS PROPERTY CONNECTIONS TYPICAL LAYOUT
GCCC
LCC
RCC
QUU
DRAWING No.
SEQ-SEW-1106-1 NOT TO SCALE
UW VERSION
B ORG DATE: 1/1/2013
CUSTOMER'S HOUSE DRAIN
BOUNDARY
C H US O T U O SE M E D R' RA S IN
PROPERTY CONNECTION SEWER
150 150
PROPERTY
450 150
CLASS N20 CONCRETE
150
PE/PVC ADAPTOR MIN SOCKET DEPTH 180 mm
SECURELY TAPED TO H.W. STAKE
150 150
GRADE MIN 1 IN 100 FOR DN160 CLASS N20 CONCRETE
ORANGE PVC CONDUIT
1500 MAX
50x25 H.W. STAKE 600 LONG
ELEVATION - TYPE A2
H.W. STAKE FSL
1500 MAX
2000
NOTES
150
50x25 H.W. STAKE 600 LONG
1. 2.
150
3.
4. 5.
CLASS N20 CONCRETE
ELEVATION - TYPE A1
DESCRIPTION
6.
AUTH.
19/06/15 REMOVE SEDIMENT TRAPS. MINOR CHANGES TO NOTES.
ALL PROPERTY CONNECTION SEWERS SHALL HAVE A PE/PVC ADAPTOR. ORANGE PVC CONDUIT AND HARDWOOD STAKE SHALL BE INSTALLED AT THE END OF EACH PROPERTY CONNECTION AS SHOWN. PROVIDE MIN150 CONCRETE CLASS N20 SURROUND TO JUNCTIONS WHERE SHOWN ON DRAWINGS. THE CONCRETE SURROUND SHALL BE MIN 450 IN LENGTH OR TO SUIT THE JUNCTION LENGTH FOR MORE NOTES REFER DRAWING SEQ-SEW-1106-1. A PVC SOCKET WITH RUBBER SEALED SCREWED CAP IS REQUIRED BEFORE HOUSE DRAIN PLUMBING IS CONNECTED INTO THE PE/PVC ADAPTOR. FOR RADIUS OF A SWEEP BEND REFER TO CLAUSE 4.3.7 OF SEWERAGE CODE.
SEWERAGE STANDARD DRAWING
SEQ WATER SERVICE PROVIDERS B
2000
GRADE MIN 1 IN 60 FOR DN110
PLAN - TYPE A1
PROPERTY
BOUNDARY
FSL
CLASS N20 CONCRETE
DATE
PE/PVC ADAPTOR MIN SOCKET DEPTH 180 mm
PLAN - TYPE A2
APPROVED SADDLE
REV. No.
PVC SOCKET WITH CAP SEE NOTE 5
APPROVED SADDLE (REFER NOTE 7) 450
P S E RO W PE ER RT Y
CO N
N EC
TI
O N
PVC SOCKET WITH CAP SEE NOTE 5
MIN. 300 MAX. 750
WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE OCCUPATIONAL HEALTH & SAFETY LEGISLATION
PE NUSEWERS TYPICAL PROPERTY CONNECTION TYPE A1, A2 STANDARD AND EXTENDED
GCCC
LCC
RCC
QUU
DRAWING No.
SEQ-SEW-1106-2 NOT TO SCALE
UW VERSION
B ORG DATE: 1/1/2013
CUSTOMER'S HOUSE DRAIN
PROPERTY CONNECTION SEWER
PROPERTY CONNECTION TABLE
TO H.W. STAKE 2000 TOTAL HEIGHT
2
3**
TYPE A FULL DEPTH SEWER DEPTH 1500
SECURELY TAPED TO H.W. STAKE
CUSTOMER'S HOUSE DRAIN
PROPERTY CONNECTION SEWER
MH
BOUNDARY
MH
PROPERTY
2**
PROPERTY BOUNDARY
1**
GRADE MIN 1 IN 60 FOR DN110 GRADE MIN 1 IN 100 FOR DN160
150
150
ELEVATION - TYPE B4 (B3 SIMILAR)
REFER TO CODE FOR BULKHEAD OR TRENCHSTOP REQUIREMENTS CLASS N20 CONCRETE
ELEVATION - TYPE B2 (B1 SIMILAR)
NOTES 1. REFER DRAWING No. SEQ-SEW-1106-1 & 2 FOR NOTES. REV. No.
DATE
DESCRIPTION
AUTH.
SEWERAGE STANDARD DRAWING
SEQ WATER SERVICE PROVIDERS B
19/06/15 REMOVE SEDIMENT TRAPS. CHANGES TO NOTES & TABLE.
WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE OCCUPATIONAL HEALTH & SAFETY LEGISLATION
PE NUSEWERS TYPICAL PROPERTY CONNECTION TYPE B1 TO B4 SLOPED CONNECTIONS
GCCC
LCC
RCC
QUU
DRAWING No.
SEQ-SEW-1106-4 NOT TO SCALE
UW VERSION
B ORG DATE: 1/1/2013
1**
2**
3***
MIN 300 MAX 750
MH
MH
SEWER DEPTH > 1500
PB*
PE/PVC ADAPTOR MIN
* PB STANDS FOR PROPERTY BOUNDARY. ** TYPES C1 & C2 MAY ONLY BE USED FOR SEWER DEPTHS UP TO 3 METRES. *** THIS DRAWING SHALL BE USED IN CONJUNCTION WITH SEQ-SEW-1301-2 & 4 AND SEQ-SEW-1315-1 FOR TYPES C3 & C4. ORANGE PVC CONDUIT
PLAN - TYPE C1 AND C2
PROPERTY CONNECTION SEWER
CUSTOMER'S HOUSE DRAIN
TO H.W. STAKE FSL
ORANGE PVC CONDUIT
MIN 300 MAX 750 1500 MAX
SWEEP BEND DEGREE TO SUIT
TO H.W. STAKE
FSL
PROPERTY BOUNDARY
PVC SOCKET WITH CAP SEE NOTE 5 OF SEQ-SEW-1106-2
2000
GRADE MIN 1 IN 100 FOR DN160
1500 MAX
GRADE MIN 1 IN 60 FOR DN110 WELDED END CAP
MS
MIN 750
MS
PB*
PROPERTY BOUNDARY
TYPE C VERTICAL RISER AND MH/MS DROP
4***
MIN 750
TYPE C2
50x25 H.W. STAKE 600 LONG
2000
TYPE C1
PROPERTY CONNECTION TABLE
CUSTOMER'S HOUSE DRAIN
PB*
PROPERTY CONNECTION SEWER
APPROVED SADDLE
PE/PVC ADAPTOR MIN SOCKET DEPTH
GRADE MIN 1 IN 60 FOR DN110 MIN 150 EMBEDMENT SURROUND IN 150 LAYERS
DOUBLE CONNECTION (IF REQUIRED)
250
150
250
50x25 H.W. STAKE 600 LONG
GRADE MIN 1 IN 100 FOR DN160
PVC SOCKET WITH CAP SEE NOTE 5 OF SEQ-SEW-1106-2
RISER TO BE DN110 OR DN160 REFER NOTE 3
150
PE/PVC ADAPTOR MIN SOCKET DEPTH 180 mm
APPROVED SADDLE CLASS N20 CONCRETE
150
DN160 ~ DN315 150 150
ELEVATION - TYPE C1 AND C2 VERTICAL RISER SINGLE OR DOUBLE CONNECTIONS REV. No.
DATE
DESCRIPTION
AUTH.
19/06/15 REMOVE SEDIMENT TRAPS. CHANGES TO NOTES & TABLE.
1.
SECTION - TYPE C4 (C3 SIMILAR)
SEWERAGE STANDARD DRAWING
SEQ WATER SERVICE PROVIDERS B
NOTES:
UNITYWATER REQUIRES INSPECTION TEE AT PROPERTY CONNECTION POINTS, REFER SEQ-SEW-1106-7
WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE OCCUPATIONAL HEALTH & SAFETY LEGISLATION
PE NUSEWERS TYPICAL PROPERTY CONNECTION TYPE C1 TO C4 VERTICAL RISER
2. 3.
MAX. 2 DN110 CONNECTIONS OR 1 DN160 CONNECTION FOR EACH VERTICAL RISER OR MAINTENANCE SHAFT. REFER SEQ-SEW-1106-1 & 2 FOR MORE NOTES. DIAMETER OF RISER IS NOT TO BE LESS THAN THE LARGEST CONNECTED PROPERTY SEWER.
GCCC
LCC
RCC
QUU
DRAWING No.
SEQ-SEW-1106-5 NOT TO SCALE
UW VERSION
B ORG DATE: 1/1/2013
PROPERTY CONNECTION SEWER
CUSTOMER'S HOUSE DRAIN MIN. 300 MAX. 750
SWEEP BEND DN110
FLOW
PROPERTY BOUNDARY DN110
PVC SOCKET WITH CAP SEE NOTE 5 OF SEQ-SEW-1106-2
DN110
150 150 MIN. 300 MAX. 750 450
APPROVED SADDLE SWEEP BEND APPROVED SADDLE CLASS N20 CONCRETE
PLAN TYPE A CONNECTION SHOWN. REFER DWG. SEQ-SEW-1106-4 & SEQ-SEW-1106-5 FOR TYPE B AND TYPE C CONNECTIONS.
SECURELY TAPED TO H.W. STAKE
150
1500 MAX
S 110 PROPERTY CONNECTION GRADE MIN 1 IN 60 FOR DN
2000
FSL
S 160 PROPERTY CONNECTION GRADE MIN 1 IN 100 FOR DN
150
50x25 H.W. STAKE 600 LONG CLASS N20 CONCRETE
PE/PVC ADAPTOR MIN SOCKET DEPTH 180 mm
ELEVATION TWIN PROPERTY CONNECTIONS
NOTES: 1.
REV. No.
DATE
DESCRIPTION
AUTH.
SEWERAGE STANDARD DRAWING
SEQ WATER SERVICE PROVIDERS B
19/06/15 REMOVE SEDIMENT TRAPS. MINOR CHANGES TO NOTES.
FOR NOTES REFER DRAWING SEQ-SEW-1106-1 & 2.
WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE OCCUPATIONAL HEALTH & SAFETY LEGISLATION
PE NUSEWERS TYPICAL TWIN PROPERTY CONNECTIONS
GCCC
LCC
RCC
QUU
DRAWING No.
SEQ-SEW-1106-6 NOT TO SCALE
UW VERSION
B ORG DATE: 1/1/2013
PVC INSPECTION TEE REFER SEQ-SEW-1104-1 1000 MINIMUM
PE/PVC CONNECTOR
SIDE BOUNDARY
500 MIN
PE MAINTENANCE SHAFT SEE SEQ-SEW-1315-1
REFER NOTE 2 1000 MINIMUM
SWEEP BEND DN160
CUSTOMER'S DRAINS
RPA
FLOW
PE NUSEWER
DN110
PVC INSPECTION TEE REFER SEQ-SEW-1104-1
ONLY TYPE A CONNECTION SHOWN HERE. REFER DWG. SEQ-SEW-1106-4 & SEQ-SEW-1106-5 FOR TYPE B AND C CONNECTIONS.
REFER NOTE 2
FRONT PROPERTY
PLAN TWIN PROPERTY CONNECTION (TYPICAL) FOR ROAD OR NON-ROAD CROSSING 500 MINIMUM PE NUSEWER
CUSTOMER'S DRAINS
RPA
PVC INSPECTION TEE REFER SEQ-SEW-1104-1
1. 2.
FOR GENERAL NOTES REFER DRAWING SEQ-SEW-1106-2 PROVIDE 2 m LONG ORANGE PVC CONDUIT AND H.W STAKE TO MARK CONNECTION AS SHOWN IN SEQ-SEW-1106-2
SIDE BOUNDARY
PVC INSPECTION TEE REFER SEQ-SEW-1104-1
HCB TYPE A
DN160 TO DN315 SEWER
FUTURE SANITARY DRAIN PE/PVC CONNECTOR
500 MIN
DN110
PROPERTY SERVICE PROVIDER OWNERS E MAINTENANCE MAINTENANC Y IT IL IB S N RESPONSIBILITY RESPO
TYPICAL CONNECTION MAINTENANCE RESPONSIBILITY
REFER NOTE 2
NOTES:
BOUNDARY
APPROVED SADDLE
PE/PVC CONNECTOR
PLAN SINGLE PROPERTY CONNECTION (TYPICAL) REV. No.
DATE
DESCRIPTION
AUTH.
SEWERAGE STANDARD DRAWING
SEQ WATER SERVICE PROVIDERS B
19/06/15 MAINTENANCE RESPONSIBILITY DETAIL ADDED.
WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE OCCUPATIONAL HEALTH & SAFETY LEGISLATION
PE NUSEWERS TYPICAL TWIN AND SINGLE PROPERTY CONNECTIONS
GCCC
LCC
RCC
QUU
DRAWING No.
SEQ-SEW-1106-7 NOT TO SCALE
UW VERSION
B ORG DATE: 1/1/2013
PREPARING THE TEST AREA:
IDENTIFYING CLAY SOILS: A LUMP OF CLAY SOIL WILL BE DIFFICULT TO BREAK WHEN DRY. IT WILL BE STICKY AND NEED SOME EFFORT TO MOULD WITH THE FINGERS WHEN WET. CLAY WILL NOT WASH OFF EASILY. INDIVIDUAL CLAY PARTICLES ARE HARD TO SEE.
SOIL CLASSIFICATION
CLAY SOILS
CONDUCT ALL NATIVE SOIL IDENTIFICATION TESTS ON A FRESHLY EXPOSED, DAMP, HAND TRIMMED AREA OF THE TRENCH WALL IN THE PIPE ZONE. TAKE CARE THAT THE SOIL IN THE EXPOSED TEST AREA IS NOT COMPACTED OR LOOSENED DURING TRENCH EXCAVATION. IF THE SOIL IN THE TRENCH FLOOR AND WALL IS VERY DRY AT THE TIME THE TRENCH IS OPENED THEN FLOOD THE TEST AREA AND ALLOW TIME FOR THE WATER TO BE ABSORBED BY THE SOIL BEFORE IT IS TRIMMED AND TESTED.
CLAY SOILS ARE BEST TESTED IN THE WALL OF THE TRENCH. THE FIST, THE THUMB OR THE THUMBNAIL ARE USED TO DETERMINE THE CONSISTENCY (STRENGTH) OF THE CLAY (SEE TABLE.)
IDENTIFYING CLEAN SAND SOILS:
ROCK
THE INDIVIDUAL GRAINS OF SAND WILL BE VISIBLE TO THE EYE. A LUMP OF CLEAN SAND, IF IT CAN BE PICKED UP AT ALL, WILL CRUMBLE WITH VERY LITTLE EFFORT. CLEAN SAND WASHES OFF EASILY.
SAND & GRAVEL
TESTING CLAY SOILS:
TESTING CLEAN SAND SOILS: CLEAN SAND SOILS ARE BEST TESTED IN THE FLOOR OF THE TRENCH BY PUSHING WITH THE WHOLE BODY WEIGHT ON ONE FOOT. THE DEPTH OF THE DEPRESSION LEFT BY THE BOOT IS RELATED TO THE DENSITY OF THE SAND (SEE TABLE). TAKE CARE TO ENSURE THAT THE SAND IN THE TRENCH FLOOR WAS NOT COMPACTED OR LOOSENED DURING THE EXCAVATION OF THE TRENCH OR THE TRIMMING OF THE TEST AREA.
FIELD IDENTIFICATION TEST
AHBP kPa
VERY SOFT
EASILY PENETRATED 40 mm WITH FIST.
50 *
SOFT
EASILY PENETRATED 40 mm WITH THUMB.
50 *
FIRM
MODERATE EFFORT NEEDED TO PENETRATE 30 mm WITH THUMB.
50 *
STIFF
READILY INDENTED WITH THUMB BUT PENETRATED ONLY WITH GREAT EFFORT.
50
VERY STIFF
READILY INDENTED WITH THUMBNAIL.
100
HARD
INDENTED WITH DIFFICULTY BY THUMBNAIL.
200
LOOSE CLEAN SAND
TAKES FOOTPRINT MORE THAN 10 mm DEEP.
50 *
MEDIUM-DENSE CLEAN SAND
TAKES FOOTPRINT 3 mm TO 10 mm DEEP.
50
DENSE CLEAN SAND OR GRAVEL
TAKES FOOTPRINT LESS THAN 3 mm DEEP.
100
BROKEN OR DECOMPOSED ROCK
DIGGABLE. HAMMER BLOW "THUDS". JOINTS (BREAKS IN ROCK) SPACED AT LESS THAN 300 mm APART.
100
SOUND ROCK
DIGGABLE. HAMMER BLOW "THUDS". JOINTS (BREAK IN ROCK) SPACED AT MORE THAN 300 mm APART.
200
UNCOMPACTED FILL OBSERVATION AND KNOWLEDGE DOMESTIC REFUSE OF THE SITE HISTORY.
50 *
LEGEND AHBP
TESTING ROCK: THE RECOMMENDED FIELD IDENTIFICATION TESTS FOR ROCK RELY ON OBSERVING THE EASE WITH WHICH THE ROCK CAN BE DUG WITH A PICK, AND ESTIMATING THE SPACING OF THE JOINTS IN THE ROCK. (JOINTS ARE COMMONLY CALLED CRACKS OR BREAKS). THE SPACING BETWEEN JOINTS IS IMPORTANT BECAUSE THE ALLOWABLE BEARING PRESSURE ON ROCK IS USUALLY CONTROLLED BY THE JOINTS IN IT, RATHER THAN THE INHERENT STRENGTH OF THE BLOCK OF ROCK. JOINTS MAY BE TIGHTLY CLOSED (LIKE HAIRLINE CRACKS), BUT CAN ALSO BE OPEN (FILLED WITH AIR) OR FILLED WITH SOFT CLAY OR OTHER SOIL.
ALLOWABLE HORIZONTAL BEARING PRESSURE FOR: - 10 mm MOVEMENT. - CENTRE OF THRUST 800 mm BELOW THE NATURAL SURFACE LEVEL. (EXCLUDES ENGINEERED FILL AND DISTURBED GROUND AND GROUND WITH HIGH WATER TABLE)
*
SPECIAL GEOTECHNICAL ASSESSMENT REQUIRED
ADDITIONAL INFORMATION PROVIDED IN SEW-1200 SERIES COMMENTARY REV. No.
DATE
DESCRIPTION
AUTH.
SEWERAGE STANDARD DRAWING
SEQ WATER SERVICE PROVIDERS WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE OCCUPATIONAL HEALTH & SAFETY LEGISLATION
SOIL CLASSIFICATION GUIDELINES AND ALLOWABLE BEARING PRESSURES FOR ANCHORS AND THRUST BLOCKS
GCCC
LCC
RCC
QUU
DRAWING No.
SEQ-SEW-1200-1 NOT TO SCALE
UW VERSION
A ORG DATE: 1/1/2013
PIPE COVER
TO MATCH EXISTING
TO MATCH EXISTING ROAD BASE OR TO ROAD OWNER'S REQUIREMENTS
TO ROAD OWNER'S REQUIREMENTS OR
SURFACE COURSE ROAD BASE
TRENCH FILL
INORGANIC FILL INORGANIC FILL WITH 75 MAXIMUM WITH MAXIMUM 75 STONE SIZE STONE SIZE
WHERE APPROVED BY SEQ-SP BEDDING MAY BE OMITTED IF TRENCH BASE IS GRANULAR SAND
OVERLAY
SIDE SUPPORT
EMBEDMENT
EMBEDMENT MATERIAL IN ACCORDANCE WITH DESIGN DRAWINGS AND SEQ-SP REQUIREMENTS.
SPRING LINE
SEWER IN A FOOTWAY CONTAINING A DN225 TO DN300 WATER MAIN
BEDDING OVER-EXCAVATION DESIGN TRENCH LEVEL
VEHICULAR LOADING
"Lc"
LEGEND: #
SPECIFIED BY THE DESIGNER IN DESIGN DRAWINGS
NOTES 1. 2.
3.
4. 5. 6. REV. No.
DATE
ALL DIMENSIONS IN MILLIMETRES. BEDDING - SPECIAL BEDDING SHALL BE SPECIFIED TO SUIT THE CONDITIONS IF THE TRENCH FLOOR HAS: - IRREGULAR OUTCROPS OF ROCK. - AHBP OF
GCCC
LCC
RCC
QUU
DRAWING No.
SEQ-SEW-1301-7 NOT TO SCALE
UW VERSION
A ORG DATE: 1/1/2013
B
SHORT PIPES REQUIRED AT MAINTENANCE HOLES
VITRIFIED CLAY
1st PIPE 2nd PIPE
EFFECTIVE LENGTH (mm) 300 300 - 600
1st PIPE 2nd PIPE 1st PIPE 2nd PIPE
600 600 600 UP TO FULL PIPE
UPVC
A -
150
FLOW
DICL
PE
PLAN
230
C -
SECTION
B 230
700
R7 6
SHORT PIPES ARE NOT REQUIRED. PE SYSTEM SHALL BE FULLY WELDED.
REFER LADDER DETAILS ON SEQ-SEW-1301-12 OR AS APPROVED
230
230
230
230
150 MIN
SEE NOTE 13 SEQ-SEW-1301-6
150
0 15 IN M
A -
0
PIPE
150
60 R7
PIPE MATERIAL
FLOW
15
0
150
REFER SEQ-SEW-1307-4 FOR CONCRETE CUT IN DETAILS REFER SEQ-SEW-1301-4 FOR INLET & TEE SIZES
SS 316 BRACKET AT SOCKET DN100 OR DN150 uPVC DROP PIPE RRJ SN8 TO AS1260
C -
DN100 OR DN150 uPVC DROP PIPE SN8 TO AS 1260
150 MIN
C -
250 MIN
ELECTROFUSION OR BUTT WELDS PE TEE AND PE DROP MINIMUM OF 2 x BRACKETS AT MAXIMUM 1500 CTS, REFER SEQ-SEW-1303-4
SAME DIAMETER AS INLET PIPE. (FOR DN160, DN250 AND DN315 SEWERS )
300 MIN FOR ROCK 450 MIN FOR SOIL
SECTION
A -
SECTION
B -
EXTERNAL BACKDROP NOTES 1. REFER SEQ-SEW-1301-6 FOR NOTES INCLUDING BOXED NOTES.
INTERNAL DROP PIPE WITH EXISTING MH ONLY REV. No.
DATE
DESCRIPTION
AUTH.
SEWERAGE STANDARD DRAWING
SEQ WATER SERVICE PROVIDERS B
20/07/15 AMENDED INTERNAL DROP TITLE
WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE OCCUPATIONAL HEALTH & SAFETY LEGISLATION
"X" TYPE DEEP MAINTENANCE HOLE TYPICAL ARRANGEMENT
GCCC
LCC
RCC
QUU
DRAWING No.
SEQ-SEW-1301-8 NOT TO SCALE
UW VERSION
B ORG DATE: 1/1/2013
75
RECESS IN MH WALL FOR EYE BOLT
150
75 14
A FLOW
150
S.S TYPE 316
A
EYE BOLT AS DETAILED
20
60
50
R7
RECESS IN MH WALL FOR EYE BOLT
20
SS316 BOX
14
S.S TYPE 316 50
50
150
15 0
SS 316 BRACKET REFER SEQ-SEW-1303-4
RECESS IN MH WALL FOR EYE BOLT
100
EYE BOLT AS DETAILED
B
B
SEE NOTE 2
HOOK
REFER LADDER DETAILS ON SEQ-SEW-1301-12
PLAN
STANDARD NUT AND WASHER FOR
125
AND FULL LENGTH THREADS ONLY
185
230
230
230
230
DN100 OR DN150 uPVC DROP PIPE SN8 TO AS 1260
TYPE 316 S.S BOLT
SAFETY CHAIN AND EYE BOLT DETAIL 150 MINIMUM OF 2 x BRACKETS AT MAXIMUM 1500 CTS REFER SEQ-SEW-1303-4
WITH SOLVENT CEMENT JOINT
D/3
D
300 MIN FOR ROCK 450 MIN FOR SOIL
SECTION
A -
SECTION
INTERNAL DROP PIPE WITH EXISTING MH ONLY REV. No.
DATE
DESCRIPTION
AUTH.
SEWERAGE STANDARD DRAWING
SEQ WATER SERVICE PROVIDERS 20/07/15 AMENDED NOTE 1 AND TITLE
B -
WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE OCCUPATIONAL HEALTH & SAFETY LEGISLATION
"X" TYPE DEEP MAINTENANCE HOLE TYPICAL ARRANGEMENT AND SAFETY CHAIN DETAIL
NOTES 1. REFER SEQ-SEW-1301-6 FOR NOTES INCLUDING BOXED NOTES. 2. A SS316 BOX MAY BE REQUIRED FOR THE RECESS WHERE PIPE IS LESS THAN DN1200
GCCC
LCC
RCC
QUU
DRAWING No.
SEQ-SEW-1301-9 NOT TO SCALE
UW VERSION
B ORG DATE: 1/1/2013
A
230
(SEE TABLE FOR VALUES)
d DIAMETER MAIN SEWER "D"
A
MAX. DIAMETER BRANCH SEWER "d"
"A"
525
1050
150
150 825 WHERE MAIN SEWER IS LESS THAN 800 DIAMETER, DIMENSION "A" FOR JUNCTIONS TO BE 230 900
1660
1200
FLOW
D
R7
10
230
0
40 R8
10 R7
R8 4
DESIGN OF JUNCTIONS
FLOW
ALL SEWERS OF VARYING DIAMETER SHALL BE GRADED OBVERT TO OBVERT WHEN THE SEWERS ARE IN LINE.
SIDE BRANCHES: CASE 1.
1200 1660
BRANCH SHALL BE GRADED TO THE OBVERT OF THE MAIN SEWER. CASE 2. WHEN D-d IS EQUAL TO OR LESS THAN D/3 +
MH WALL
CASE 3. D/3
230 MIN
D/3
D/3
CASE 1
D
230 MIN
d
BENCHING
D
D
d
BENCHING
D-d > D/3), THEN THE OBVERT OF THE SIDE BRANCH SHALL BE GRADED TO THE OBVERT OF THE MAIN SEWER UP TO THE MAINTENANCE HOLE WALL AND THEN THE CHANNEL THROUGH THE BENCHING SHALL BE GRADED TO D/3 OF THE MAIN SEWER.
d=230
TYPICAL SECTION PLANS FOR JUNCTIONS MH WALL
WHEN D-d IS EQUAL TO OR LESS THAN D/3 ie.
CASE 2
CASE 3
WHEN (D-d) - D/3 IS GREATER THAN 230, THE OBVERT OF THE SIDE BRANCH SHALL BE GRADED TO THE OBVERT OF THE MAIN SEWER AND A BACKDROP JUNCTION SHALL BE USED TO BRING THE SIDE BRANCH FLOW INTO THE MAIN SEWER AT D/3.
BRANCH SEWER MANHOLE
d=300 MIN
CASE 4.
D
0 d=30 MIN
D/3
D
BRANCH SEWER MANHOLE
AVERAGE DAILY DRY WEATHER FLOW
WATER SURFACE
CASE 4(a)
CASE 4(b)
WHEN (D-d) - D/3 IS GREATER THAN 230, THE SIDE BRANCH SHALL FIRST BE GRADED TO MEET THE MAIN SEWER AT OBVERT LEVEL, THEN: (a) THAT SECTION OF THE INCOMING LINE FROM THE FIRST BRANCH SEWER MAINTENANCE HOLE TO THE MAIN SEWER SHALL BE REGRADED SO THAT THE SIDE BRANCH SEWER HAS AN ENTRANCE DEPTH OF D/3 OR: (b) THAT SECTION OF THE INCOMING LINE FROM THE FIRST BRANCH SEWER MAINTENANCE HOLE TO THE MAIN SEWER SHALL BE REGRADED SO THAT E.L OF WATER SURFACE IN THE SIDE BRANCH IS EQUAL TO E.L OF WATER SURFACE IN MAIN SEWER FOR AVERAGE DAILY DRY WEATHER FLOWS.
REFER SEQ-SEW-1301-6 FOR NOTES REV. No.
DATE
DESCRIPTION
AUTH.
SEWERAGE STANDARD DRAWING
SEQ WATER SERVICE PROVIDERS WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE OCCUPATIONAL HEALTH & SAFETY LEGISLATION
"X" TYPE DEEP MAINTENANCE HOLE TYPICAL JUNCTION DETAILS
GCCC
LCC
RCC
QUU
DRAWING No.
SEQ-SEW-1301-10 NOT TO SCALE
UW VERSION
A ORG DATE: 1/1/2013
150 CRS
75 WELD LAP
9
7 6 4
2
5
"X" TYPE M.H. TOP SLAB STEEL LIST
A
1 150
60
8
SHAPE
BAR NO
OVERALL LENGTH
NO OFF
TOTAL LENGTH
1
980
980
2
1960
2
1250
1250
1
1250
7
3
1405
1405
1
1405
1490
1490
1
1490
5
1400
1400
2
2800
6
1240
1240
2
2480
7
965
965
2
1930
700
2275
1
2275
1510
4820
1
4820
75
4
150 CRS
a
8 9
75 WELD LAP
25
30 CLEAR COVER
PLAN
115
a
6
50
ACCESS OPENING
150 CRS
3
0
A
5
a
N12 BARS
PRIVATE PROPERTY/ROADWAY
1
20410
TOTAL
25
SEE NOTE 11 SEQ-SEW-1301-6
75 230
10mm CEMENT/MORTAR OR EPOXY MORTAR (EG MEGAPOXY OR EQUIVALENT) AS REQUIRED BY SEQ-SP
305 DESIGN INPUT BY RPEQ REQUIRED FOR TRAFFIC LOADS, STRUCTURAL STEEL DESIGN AND NATIVE SOIL CONDITIONS
SECTION
A -
REFER SEQ-SEW-1301-6 FOR NOTES
SLAB REINFORCEMENT
REV. No.
DATE
DESCRIPTION
AUTH.
SEWERAGE STANDARD DRAWING
SEQ WATER SERVICE PROVIDERS WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE OCCUPATIONAL HEALTH & SAFETY LEGISLATION
"X" TYPE DEEP MAINTENANCE HOLE TYPICAL TOP SLAB DETAILS
GCCC
LCC
RCC
QUU
DRAWING No.
SEQ-SEW-1301-11 NOT TO SCALE
UW VERSION
A ORG DATE: 1/1/2013
15
90
55
12
180
185
37.5
150
NOTES
18
75X12 FLAT LADDER SIDE
1.
75
SLOTTED HOLES TO ATTACH BRACKET USING 45 LONG M16 BOLTS WITH WASHERS EACH SIDE
40
RUNG FIXING DETAIL
PLAN
12
ELEVATION DETAILS OF LADDER BRACKET
DETAILS OF SLOTTED HOLE IN LADDER STILE REINFORCEMENT BAR RUNG
225 HOLES FOR M16 BOLTS
35
35
75
50 55 50
200
50
75
SLOTTED HOLES FOR LADDER BRACKET
MASS: 1.69 kg 12
BOTTOM OF LADDER DETAIL
5 GAP
150 MIN
FULLY SEAL WELD 3
2 SLOTS 18 x 40
300
1500 MAX
ANGLE MAY BE ADJUSTED TO SUIT DIFFERENT MAINTENANCE HOLE SIZES
75
TYPICAL LADDER ARRANGEMENT FOR DEEP MAINTENANCE HOLES
HOLES IN STILE TO SUIT DEFORMED BAR RUNG 3 mm RECESS
FULLY SEAL WELD 3
C L BRACKET
450 MAX
0
SLOTTED HOLES FOR LADDER BRACKET
18
C L BRACKET C L RUNG
75 X 12 STILE REINFORCEMENT BAR RUNG
15
1500 MAX LADDER BRACKETS AT 1800 CENTERS MAX
40
TOP OF LADDER DETAIL
M16 CHEMICAL ANCHORS TO ATTACH BRACKET TO WALL
PROVIDE 12 THICK SPONGE NEOPRENE GASKET BETWEEN AND WALL WHERE HAS MECHANICALLY ANCHORED WITH POLYETHYLENE LINING
12
300
C L RUNG C L BRACKET
C L BRACKET
375
30
700
12
SPLICE PLATE 75 X 12
4 No OFF M16 HEXAGONAL BOLTS, 45 LONG WITH WASHERS EACH SIDE
ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CURRENT SEQ CODE, SPECIFICATIONS AND STANDARDS. 2. UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK SHALL COMPLY WITH THE RELEVANT AUSTRALIAN STANDARDS. 3A. ALL STEELWORK , INCLUDING BOLTS, NUTS AND WASHERS SHALL BE HOT DIPPED GALVANISED TO AS/NZS 4680. AFTER ASSEMBLY, ANY ITEMS REQUIRING PAINTWORK SHALL BE PAINTED WITH AN APPROVED BITUMASTIC ENAMEL. 3B. WHERE A STAINLESS STEEL LADDER IS REQUIRED, REPLACE ALL MILD STEEL ITEMS, INCLUDING BOLT SETS WITH STAINLESS STEEL TYPE 316. STAINLESS STEEL ITEMS SHOWN WITH BRACKETS (F.S.S.) 4. WASHER SHALL BE INSTALLED UNDER BOLT HEADS AND NUTS. 5. LADDERS SHALL BE USED FOR "CAST IN SITU MAINTENANCE HOLES" ONLY. 6. LADDERS SHALL BE USED IN ALL MAINTENANCE HOLES WHERE DEPTH FROM GROUND LEVEL TO INVERT OF SEWER EXCEEDS 4.200 m. 7. THIS DRAWINGS COMPLIES WITH SPECIFICATIONS OF A.S. 1657 "FIXED PLATFORMS, WALKWAYS, STAIRWAYS AND LADDERS - DESIGN, CONSTRUCTION AND INSTALLATION." 8. FOR LADDERS IN MAINTENANCE HOLES, CAGES, EXTENDABLE HANDRAILS AND PLATFORMS ARE NOT REQUIRED. 9. LADDER BRACKETS SHALL BE FABRICATED IN ONE PIECE WITH NO WELDS.
DETAILS OF SPLICE PLATE AND CONNECTION FOR LADDER STRINGERS
REV. No.
DATE
DESCRIPTION
AUTH.
SEWERAGE STANDARD DRAWING
SEQ WATER SERVICE PROVIDERS B
20/07/15 AMENDED NOTES
WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE OCCUPATIONAL HEALTH & SAFETY LEGISLATION
TYPICAL M.S. AND S.S. LADDER AND ASSOCIATED FITTINGS
GCCC
LCC
RCC
QUU
DRAWING No.
SEQ-SEW-1301-12 NOT TO SCALE
UW VERSION
B ORG DATE: 1/1/2013
HYDROPHILIC SEAL HYDROPHILIC SEAL MH CONNECTOR (SOCKETED STUB PIPE) 100 MIN
CLASS 3 FINISH
150 MIN
MH CONNECTOR (SOCKETED STUB PIPE) SP-SOC ROCKER PIPE (SEE NOTE 6).
SANDED OR RIBBED MH CONNECTOR WITH RRJ SOCKET (SEE NOTE 5)
SANDED OR RIBBED MH CONNECTOR WITH RRJ SOCKET (SEE NOTE 5)
50 MIN
CLASS 3 FINISH FLOW
200 MIN
FLOW
SP-SP ROCKER PIPE
HYDROPHILIC SEAL
300 MIN 400 MAX
300 MIN 400 MAX
600 FOR VC & RC PIPE 1500 FOR DI PIPE
600 FOR VC & RC PIPE 1500 FOR DI PIPE
SP-SP ROCKER PIPE
600
TYPICAL PRECAST MAINTENANCE HOLE WITH BASE CAST IN-SITU FOR RUBBER RING JOINT PVC & ABS SEWERS
TYPICAL PRECAST MAINTENANCE HOLE WITH BASE CAST IN-SITU FOR VC, RC & DI SEWERS MH CONNECTOR (SEE NOTE 5) MH CONNECTOR (SEE NOTE 5)
SP-SOC ROCKER PIPE
URETHANE SEALANT TO ANNULUS GAP.
ROCKER PIPE (SEE NOTE 6).
SP-SOC ROCKER PIPE 600 LONG.
SP-SP ROCKER PIPE 600 LONG.
FLOW
FLOW
RRJ COUPLINGS 600 FOR VC PIPE
600 FOR VC PIPE
1500 MAX FOR GRP PIPE
1500 MAX FOR GRP PIPE
TYPICAL MAINTENANCE HOLE CAST IN-SITU FOR VC & GRP SLEEVE COUPLED SEWERS
ID 25 RADIUS APPROX.
SECTION A (SEE NOTE 8) REV. No.
DATE
DESCRIPTION
ID+75 NOM
150 MIN
100 MIN
ROUNDED NOSING AT INLET & OUTLET PIPE (SEE NOTE 3) 8 1 BENCH SLOPE 50 MIN
40 FOR DN 150 30 FOR > DN 150
APPROVED COMPRESSION SEAL
PRECAST BASE WITH FACTORY BENCHING OR BOWL BENCHING.
SEE NOTE 7.
TYPICAL PRECAST MAINTENANCE HOLE - PRECAST PREBENCHED BASE FOR PVC SEWERS NOTES 1. ALL DIMENSIONS IN MILLIMETRES. 2. PIPE CONNECTION DETAILS APPLY TO PRECAST AND CAST IN-SITU MH (SEE SEQ-SEW-1300-1 & SEQ-SEW-1303-1). 3. FORM ROUNDED NOSING ON INLET & OUTLET PIPES TO PREVENT DAMAGE TO JETTING EQUIPMENT, CCTV GUIDES & CABLES. 4. CAST IN-SITU MH CONNECTION DETAIL AND PE CONNECTION METHODS SHOWN ON SEQ-SEW-1313-1.
AUTH.
5. PVC, ABS & GRP MH CONNECTORS TO HAVE HYDROPHILIC SEAL AND TO BE SANDED. REFER DETAIL SEQ-SEW-1313-1. 6. USE RRJ ROCKER PIPES AS SHOWN. 7. THE USE OF PRECAST CONCRETE BASES INCLUDING CONNECTION DETAILS WILL BE IN ACCORDANCE WITH SERVICE PROVIDER APPROVALS. 8. BENCHING AND CHANNEL SHALL BE FINISHED WITH A 2:1 SAND-CEMENT MORTAR RENDER 15 THICK, CLASS 3 FINISH.
SEWERAGE STANDARD DRAWING
SEQ WATER SERVICE PROVIDERS WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE OCCUPATIONAL HEALTH & SAFETY LEGISLATION
MAINTENANCE HOLES CAST IN-SITU AND PRECAST TYPICAL PIPE CONNECTION DETAILS
GCCC
LCC
RCC
QUU
DRAWING No.
SEQ-SEW-1302-1 NOT TO SCALE
UW VERSION
A ORG DATE: 1/1/2013
COREHOLE 150 CLEAR OF WALL JOINT AND FIX AND REPAIR WITH MEGAPOXY. HYDROPHYLIC SEAL TO BE FIXED TO FITTING WITH 100 OVERLAP IN CONTACT WITH SELF
CUT OUT TO ALLOW MAINTENANCE ACCESS MONOLITHIC CONCRETE
DROP JUNCTION
ROCKER PIPE REFER NOTE 10
200 MIN
FLOW GRADE TO SUIT (SEE TABLE)
FLOW
MH COUPLING DETAIL SEE SEQ-SEW-1313-1 uPVC PIPE LENGTH TO SUIT FOR INTERNAL DROP BENCHING REFER SEQ-SEW-1306-1
ROUNDED NOSING
MH COUPLING DETAIL SEE SEQ-SEW-1302-1 AND SEQ-SEW-1313-1
DI FITTING SEE NOTE 11 AND SEQ-SEW-1303-2
'A'
GRADE TO SUIT (SEE TABLE)
'A'
'A'
FLOW
SS 316 CLIPS & BRACKETS WITH M10 SS 316 ANCHORS. MIN OF 2 BRACKETS AT 20x5 MIN SS316 FLAT BAR AND AT MAX. 1500 SPACING
TYPE 'V' CONCRETE
TYPE 'Y'
MH COUPLING DETAIL SEE SEQ-SEW-1302-1 AND SEQ-SEW-1313-1
TYPE 'X' BEDDING
(REFER TO NOTE 6 AND 11)
NOTES 1. 2. 3.
150 CONCRETE SURROUND
4.
'A'
NOTE:SEWERS CHANGING DIAMETER SHALL BE GRADED OBVERT TO OBVERT
5.
DIMENSION 'A' TABLE NOM TYPE 'V'
TYPE 'W'
TYPE 'X'
TYPE 'W'
100
*
200 200 460 460
-
460
-
150
*
250 250 600 600
-
600
-
225
*
280 280 700 700
-
700
-
300
*
330
-
-
-
-
-
-
* MINIMUM DROP THROUGH MAINTENANCE HOLE AS TABLED
REV. No.
DATE
DESCRIPTION
AUTH.
21/08/15 AMENDED MAINTENANCE HOLE ANGLE TABLE
7. 8.
DROP ENTERS A MANHOLE OR WHERE SHOWN ON THE DRAWINGS. FLEXIBLE JOINTS SHALL BE CLEAR OF ALL CONCRETE. MANHOLE DROP TYPES 'V', 'W', 'X' AND 'Y' SHALL ONLY BE USED IN SEWERS
9.
DETAILS SHOWN ARE LIMITED TO DEPTHS OF 6000. FOR DEPTHS > 6000 REFER TO STRUCTURAL DESIGN DRAWINGS. 10. INTERNAL DROPS ARE NOT PERMITTED WITHOUT THE USE OF AN EXTERNAL L.R BEND WHERE THE SEWER GRADIENT EXCEEDS 1 IN 10 (10%). 11. FOR UNITYWATER, DI FITTING SHALL BE REPLACED WITH uPVC FITTING RRJ. FOR LOGAN CITY COUNCIL THIS FITTING MAY BE DI OR UPVC
SEWERAGE STANDARD DRAWING
SEQ WATER SERVICE PROVIDERS B
ALL DIMENSIONS IN MILLIMETRES. THIS DRAWING APPLICABLE TO PRECAST AND IN-SITU MH. ALL CONNECTION TYPES SHOWN IN THIS DRAWING ARE APPLICABLE TO VC, PVC RUBBER RING (RRJ), PP & GRP PIPES, UNLESS OTHERWISE SPECIFIED. TO ENSURE BONDING COAT PVC AND GRP PIPES CAST INTO MH WALL AND BASE WITH RESIN/SOLVENT & SAND OR ABRADE FOR THE LENGTH OF WALL PENETRATION IN ADDITION TO HYDROPHYLIC SEAL. ROCKER PIPE LENGTHS AND CONNECTION SYSTEMS TO BE AS SHOWN IN SEQ-SEW-1302-1.
6.
TYPE 'Y'
DIA MIN MAX MIN MAX MIN MAX MIN MAX
MH COUPLING DETAIL SEE SEQ-SEW-1302-1 AND SEQ-SEW-1313-1
FOR UNITYWATER, D.I. FITTING SHALL BE REPLACED WITH uPVC FITTING RRJ
WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE OCCUPATIONAL HEALTH & SAFETY LEGISLATION
MAINTENANCE HOLES SEWERS DN300 TYPICAL CHANGES IN LEVEL DETAILS
GCCC
LCC
RCC
QUU
DRAWING No.
SEQ-SEW-1303-1 NOT TO SCALE
UW VERSION
B ORG DATE: 1/1/2013
15
15
275
80
R3
30
30
20
265
0
10
20
5
+0
+0
20
80
15
20
5
10
15
0 R3
DRILL
11 115
20
R30
30
285 5
60
20
NOTES 1. DI SMALL RADII SHALL BE 5.
15
5
20
+0
5
340
R1 5
10
5. DIMENSIONS ARE IN MILLIMETRES UNLESS SHOWN OTHERWISE.
SECTIONAL ELEVATION 100 INSPECTION BEND
11
11
270
5 RADIUS VERTICAL DIMENSION FOR SEATING OF RUBBER RING. (TYPICAL FOR ALL FITTINGS.)
4. INSPECTION OPENING COVERS SHALL BE 3 THICK u.P.V.C SHEET WITH M10 NYLON NUTS & BOLTS TO SUIT.
0
DESCRIPTION
PART PLAN INSPECTION OPENING 5 R1
+0
06
R1
10
2. DI FITTINGS FOR USE WITH u.P.V.C. SEWERS AND DROP PIPES SHALL BE RUBBER RING JOINTED. 3. ALL FITTINGS SHALL BE CAST SPHEROIDAL GRAPHITE IRON GRADE 500/320/7 TO COMPLY WITH AS.1831.
20
+0
15
5
60
R3 0
R30
30
PART PLAN INSPECTION OPENING
DATE
SECTIONAL ELEVATION 225x150 INSPECTION BEND
+0
15
15
200
REV. No.
350
0 R3
115
11
SECTIONAL ELEVATION 300x150 INSPECTION BEND
+0
DRILL
0 R3
10
10
PART PLAN INSPECTION OPENING
375
PART PLAN INSPECTION OPENING
SECTIONAL ELEVATION 150 INSPECTION BEND
+0
AUTH.
SEWERAGE STANDARD DRAWING
SEQ WATER SERVICE PROVIDERS WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE OCCUPATIONAL HEALTH & SAFETY LEGISLATION
IRON INSPECTION BENDS FOR TYPICAL INTERNAL DROP PIPES IN SEWERAGE MANHOLES
GCCC
LCC
RCC
QUU
DRAWING No.
SEQ-SEW-1303-2 NOT TO SCALE
UW VERSION
A ORG DATE: 1/1/2013
MAINTENANCE HOLE WALL REINFORCEMENT
S.S. WASHERS AS REQUIRED FOR PACKING
NEOPRENE GASKET 50x3 STRIP 'CLARK RUBBER' OR EQUIVALENT
100 MAX.
PART A SN8 UPVC DROP PIPE
210 NOM FOR DN100 uPVC 240 NOM FOR DN150 uPVC
3
66
M12 S.S. BOLT, 35 LONG WITH NUTS AND WASHERS. DO NOT OVERTIGHTEN NUTS.TIGHTEN NUTS SUFFICIENTLY TO LIGHTLY COMPRESS THE NEOPRENE GASKET ONLY. NOTE: GLUE THE NEOPRENE GASKET TO THE BRACKET USING A SUITABLE CONTACT CEMENT. SIMILARLY GLUE ANY ADDITIONAL NEOPRENE GASKETS REQUIRED TO THE GASKET ALREADY INSTALLED.
3
3. 4.
E -
B -
PART A
R83 F R58 OR DN 150 FOR u DN 100 PVC P IPE uPV CP IPE
D -
MAINTENANCE HOLE WALL REINFORCEMENT 6 THICK S.S. PLATE
8. 9.
B -
10. OPTION 'A' BASE IS APPLICABLE FOR PE-LINED MAINTENANCE HOLES. 11. OPTION 'B' BASE IS APPLICABLE TO EXISTING OR NEW MAINTENANCE HOLES NOT REQUIRING PE LINING.
PE LINER
40 6
6
40
40
50
40 DIA. 36 S.S. ROUND BAR OR M40 S.S. BOLT OR THREADED ROD
REV. No.
DATE
40
6 THICK S.S. PLATE
C -
E -
SLOT END OF BAR TO FIT WEB OF CLAMP
DESCRIPTION
A -
6
6
6
6 6
SECTION
DIRECT CHEMICAL GROUTING IN CORED HOLE OR CAST INTO WALL. REFER NOTE 9.
6
SECTION
C -
SECTION
B -
D -
12. THE FERRULES SHOULD BE INSTALLED THROUGH THE PE LINER IF NOT REQUIRED TO BE WELDED TO WALL REINFORCEMENT. OTHERWISE, THE THREADED RODS SHOULD BE INSTALLED THROUGH THE PE LINER INTO THE PRE-INSTALLED FERRULES. AT THE INTERFACE DIA. 36 S.S. ROUND BAR OR BETWEEN THE PE-LINED WALL AND THE THREADED M40 S.S. BOLT OR M40 S.S. STAINLESS STEEL RODS, THE GAP SHALL BE SEALED BOLT OR THREADED ROD USING '3M'S DP-8005' ADHESIVE OR SIMILAR APPROVED PRODUCT TO CREATE A GAS TIGHT SEAL, INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS (APPLYING A CONTINUOUS BEAD AROUND THE INTERFACE POINT OF THE THREADED ROD AND THE PE LINER). MAINTENANCE 13. OPERATORS SHOULD NOTE THAT '3M' DP-8005 HOLE WALL ADHESIVE HAS A VERY SHORT WORKING LIFE (3 TO 4 MINUTES).
A -
8
D -
DIA. 36 S.S. ROUND BAR OR M40 S.S. BOLT OR THREADED ROD
17
80
SECTION
DIA. 14 HOLE
6
4 x 24 DIA. OVERSIZE HOLES
3
6 THICK S.S. PLATE
BRACKET DETAILS - OPTION 'A' BASE
6
6
20 THICK S.S. BASEPLATE
3 10
55 FOR SECTION E ALTERNATIVE
40
80
40
40
40
6
50
STAINLESS STEEL WORK SHALL COMPLY TO AS1554.6-1994 OR APPROVED EQUIVALENT. STAINLESS STEEL MATERIALS SHALL BE SUPPLIED TO MIN ASTM GRADE 316 OR EQUIVALENT. WELDING SHALL COMPLY TO AUSTRALIAN WELDING RESEARCH ASSOCIATION TECHNICAL NOTE 16 WELDING STAINLESS STEELS. WELDS SHALL BE 6mm CONTINUOUS FILLET WELDS (AWS A5.9 ELECTRODE (2209) UNLESS NOTED OTHERWISE. ALL STORAGE, FABRICATION AND WELDING OF STAINLESS STEEL SHALL BE CARRIED OUT IN AN AREA SPECIFICALLY DEDICATED TO THE PARTICULAR GRADE OF STAINLESS STEEL BEING USED. WELD SURFACE FINISH TO BE: (a) INTERNAL WELDS 1B, II (b) EXTERNAL WELDS 1B, I (200#) USE OVERSIZE WASHERS AS REQUIRED FOR OVERSIZE HOLES. ALL SHAFTS FOR OPTION 'B' AND AT LEAST ONE FERRULE FOR OPTION 'A' SHALL BE WELDED TO REINFORCEMENT WHERE BRACKETS ARE INSTALLED WITHIN 60 METRES OF HIGH VOLTAGE ELECTRICAL POWER TRANSMISSION TOWERS OR AS DIRECTED BY THE AUTHORITY.
BASE DEAL
6
ELEVATION BRACKET ASSEMBLY - OPTION 'A' BASE
6.
7.
6
PART B
PIPE PVC u PE 0 C PI N15 uPV RD 0 O 0 F DN1 R83 FOR R58
5.
A -
MAINTENANCE HOLE WALL
PLAN
2.
160 FOR DN100 uPVC DROP PIPE 190 FOR DN150 uPVC DROP PIPE
OPTION 'A' 20 THICK S.S. BASEPLATE
E -
BRACKETS TO BE INSTALLED AT MAXIMUM 1500 CENTRES BUT AT LEAST ONE AT TOP AND ONE AT BOTTOM OF DROP PIPE.
STAINLESS STEEL
14 DIA. HOLE FOR M12 BOLT
PE LINER PENETRATION TO BE SEALED WITH '3M DP-8005' ADHESIVE OR EQUIVALENT. REFER NOTES 12 AND 13.
PE LINING
1.
E -
E -
S.S. FEMALE THREADED FERRULES 60 MIN. EMBEDMENT - WELD TO REINFORCEMENT IF DIRECTED BY SUPERINTENDENT. (90 MIN. EMBEDMENT IF WELDED).
50
6 NOM.
14 DIA. HOLE FOR M12 BOLT
4 M16 S.S. THREADED RODS WITH CLAMPING AND FIXING NUTS AND 4mm THICK S.S. PLATE WASHERS. COAT ALL EXPOSED THREADS WITH 'DENSO' OR EQUIVALENT SYSTEM.
PART B
NOTES GENERAL
SECTION C -
AUTH.
150 MIN. EMBEDMENT FOR 230 WALL
WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE OCCUPATIONAL HEALTH & SAFETY LEGISLATION
DIA. 20 OVERSIZE HOLE FOR M12 S.S. BOLT WITH 4mm THICK PLATE WASHER
100 SQUARE S.S. BASEPLATE 16 THICK 20 MAX. PRECISION GROUT DIRECT TO CONCRETE
6 THICK S.S. PLATE
20 6
ALTERNATIVE SECTION E -
OPTION 'B' BASE DETAIL
SEWERAGE STANDARD DRAWING
SEQ WATER SERVICE PROVIDERS
22
50 NOM.
6 NOM
TYPICAL STAINLESS STEEL BRACKETS FOR DN100 AND DN150 uPVC DROP PIPES
GCCC
LCC
RCC
QUU
DRAWING No.
SEQ-SEW-1303-4 NOT TO SCALE
UW VERSION
A ORG DATE: 1/1/2013
W
OFFSET (SEE NOTES 2, 4 & 6)
FLOW
O FL
150 CHANNEL TO MATCH LARGER DIAMETER PIPE (SEE NOTE 3)
DEFLECTIONS FLOW
FLOW
FLOW
FLOW
FLOW
INTERSECTION POINT (PEG)
FLOW
OFFSET (SEE NOTES 2, 4 & 6)
MULTIPLE INCOMING SEWERS
CHANGE IN DIAMETER OF SEWER
FLO
FLOW
W
CHANGE IN DIRECTION OF SEWER
INTERSECTION POINT (PEG)
LEGEND INTERSECTION POINT
SP-SOC ROCKER PIPE
SP-SOC ROCKER PIPE
CENTRELINE OF MH
ALLOWABLE DEFLECTION EXTERNAL DROP
EXTERNAL DROP
FLOW
FLOW
NOTES
OFFSET (SEE NOTE 2)
ALLOWABLE DEFLECTION
FLOW
1. ALL DIMENSIONS IN MILLIMETRES.
FLOW
2. WHERE NECESSARY PULL MH OFF CENTRELINE OF SEWER (MAX 200) TO IMPROVE FLOW AND ACCESSIBILITY PROVIDED THE FOLLOWING CONDITIONS ARE MET: - ALL TANGENT POINTS TO BE CONTAINED WITHIN MH. - MAINTENANCE EQUIPMENT CAN BE USED IN ALL MAINS. - OFFSET AS SPECIFIED.
INTERSECTION POINT (PEG)
INTERSECTION POINT (PEG) OFFSET (SEE NOTES 2, 4 & 6)
OFFSET (SEE NOTES 2, 4 & 6)
3. INVERT LEVELS TO BE AS SHOWN IN DESIGN DRAWINGS. 4. FOR CHANNEL INTERSECTION AND OFFSET DETAILS SEE SEQ-SEW-1305-1. 5. FOR INLET - OUTLET CHANGES IN LEVEL REQUIREMENTS SEE SEQ-SEW-1301-2, SEQ-SEW-1301-4 AND SEQ-SEW-1303-1. 6. FOR SEWERS ON STEEP GRADES OR WHERE THE INTERSECTION QUU DOES NOT PERMIT THE USE OF THIS DROP CHAMBER.
INCOMING SEWERS HAVING EXTERNAL DROP
REV. No.
DATE
DESCRIPTION
AUTH.
SEWERAGE STANDARD DRAWING
SEQ WATER SERVICE PROVIDERS WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE OCCUPATIONAL HEALTH & SAFETY LEGISLATION
MAINTENANCE HOLES SEWERS DN300 TYPICAL CHANNEL ARRANGEMENTS
GCCC
LCC
RCC
QUU
DRAWING No.
SEQ-SEW-1304-1 NOT TO SCALE
UW VERSION
A ORG DATE: 1/1/2013
INTERSECTION POINT (PEG) CENTRE OF MH
INTERSECTION POINT (PEG) CENTRE OF MH FLOW
OFFSET 100
OFFSET 100
MAX
OFFSET 175
INTERSECTION POINT (PEG)
OFFSET 175 CENTRE OF MH OFFSET 100
LARGER MAIN LINE WITH BEND &
INTERSECTION POINT (PEG)
NOTES
1 IN 5
OFFSET 100
1. ALL DIMENSIONS IN MILLIMETRES.
OFFSET 100
ID
1 IN 8 NOM SLOPE ON B ENCH
CENTRE OF MH
25 NOM RADIUS
OUTLET HEIGHT AT INLET HEIGHT AT
SIDE OF CHANNEL MAY APPROACH VERTICAL ON OUTSIDE OF CURVE (AS SHOWN SHADED)
TYPICAL CHANNEL DETAILS
REV. No.
DATE
DESCRIPTION
OPPOSING INLETS
AUTH.
2. AREAS SHOWN INDICATE WHERE THE SIDE OF THE CHANNEL APPROACHES VERTICAL ON OUTSIDE OF CURVE 3. CHANNELS SHOWN ARE FOR DN 150 & DN 225 PIPES IN STANDARD DN 1050 MH. 4. SHAPES ARE OPTIMUM HYDRAULICALLY, ALTERNATIVES BY APPROVED DESIGN DETAIL. 5. WHERE INCOMING SEWERS EXCEED 10% GRADE DESIGNER TO USE LONG RADIUS BENDS AS ROCKER PIPES. 6. ACUTE ANGLE ENTRY MAY BE APPROVED FOR LOW FLOWS OR MAY BE ACCOMMODATED BY EXTERNAL DROP JUNCTION OR DROP CHAMBER SEE SEQ-SEW-1304-1 & SEQ-SEW-1306-1. 7. OFFSET DIMENSIONS SHOWN ARE MINIMUMS.
SEWERAGE STANDARD DRAWING
SEQ WATER SERVICE PROVIDERS WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE OCCUPATIONAL HEALTH & SAFETY LEGISLATION
MAINTENANCE HOLES TYPICAL CHANNEL DETAILS
GCCC
LCC
RCC
QUU
DRAWING No.
SEQ-SEW-1305-1 NOT TO SCALE
UW VERSION
A ORG DATE: 1/1/2013
450 MIN
150 NOM
ALTERNATIVE INLET 'X' DROP DETAILS SEE SEQ-SEW-1303-1 & 1303-2 INVERT 50 MIN ABOVE MH OUTLET
DROP HEIGHT (SEE SEQ-SEW-1303-1)
A -
CHANNELING TO SUIT (SEE NOTE 3)
CHANNELING TO SUIT (SEE NOTE 3)
EXTEND PIPEWORK TO EDGE OF CHANNEL OR CONSTRUCT CONCRETE SIDEWALLS ON BENCHES CUT TO SUIT BRACKET DETAIL SEE SEQ-SEW-1303-1
B -
REMOVE SECTION OF BENCH IF REQUIRED
ELEVATION
ELEVATION
EXISTING MANHOLE INSTALLATION DETAIL (WHERE AUTHORISED)
FLOW
FLOW
NOTES 1. 2. 3.
4.
SECTION (IN-SITU MH SHOWN)
A -
SECTION (IN-SITU MH ONLY)
(EXTERNAL DROP)
SUITABLE FOR IN-SITU AND PRECAST MH DATE
DESCRIPTION
B -
TYPICAL DROP CHAMBER
TYPICAL INTERNAL DROP
REV. No.
ALL DIMENSIONS IN MILLIMETRES. THIS DRAWING TO BE READ IN CONJUNCTION WITH SEQ-SEW-1300-1 & SEQ-SEW-1303-1. DISCHARGE PIPE AND CHANNEL PLACEMENT TO DIRECT SEWAGE IN DIRECTION OF MAIN FLOW. SEE SEQ-SEW-1304-1 AND SEQ-SEW-1305-1. DN 1200 MH TO BE USED WHERE DROP PIPE >DN 150 OR MORE THAN TWO x DN 150 INTERNAL DROPS ARE USED.
AUTH.
SEWERAGE STANDARD DRAWING
SEQ WATER SERVICE PROVIDERS WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE OCCUPATIONAL HEALTH & SAFETY LEGISLATION
MAINTENANCE HOLES TYPICAL ALTERNATIVE DROP CONNECTIONS
GCCC
LCC
RCC
QUU
DRAWING No.
SEQ-SEW-1306-1 NOT TO SCALE
UW VERSION
A ORG DATE: 1/1/2013
75
5 BARS EQUALLY SPACED
660 I.D. CIRCULAR BAR WITH 300 LAP
150 100
150
5 BARS EQUALLY SPACED
100 CRS. 150
150
2 BARS AT 100 SPACINGS
DN1200 - 200 THICK
DN1050 - 175 THICK
5 BARS EQUALLY SPACED PLACE HOOKS ALTERNATELY
700 I.D. D500N12 CIRCULAR BAR WITH 75 LONG WELDED END LAP
150 700 I.D. D500N12 CIRCULAR BAR WITH 75 LONG WELDED END LAP. 150
5 BARS EQUALLY SPACED
8 BARS EQUALLY SPACED
75 100
2 BARS AT 100 SPACINGS
50
50
1200 O.D. D500N12 CIRCULAR BAR WITH 75 LONG WELDED END LAP.
1350 O.D. D500N12 CIRCULAR BAR WITH 75 LONG WELDED END LAP.
1800 O.D. CIRCULAR BAR WITH 300 LAP 5 BARS EQUALLY SPACED
DN1500 - 225 THICK CONVERTOR SLAB REINFORCEMENT ALL REINFORCEMENT TO BE 12 DIA. GRADE 410Y DEFORMED BAR ALL REINFORCEMENT TO HAVE HOOKED ENDS UNLESS NOTED OTHERWISE
MAINTENANCE HOLE DETAIL ALL LOCATIONS
ALIGN COVER OVER D.S OUTLET
B
100
PLAN TYPICAL MAINTENANCE HOLE
1. 2. 3. 4. 5. 6. 7.
REV. No.
ALL DIMENSIONS ARE IN MILLIMETRES ALL INSITU CONCRETE SHALL BE GRADE N32. REINFORCING BARS TO BE TO AS/NZS 4671:2001 WITH 50 COVER BOTTOM FACE. RECTANGULAR MAINTENANCE HOLES SHALL BE CONSIDERED WHERE DEPTH OF MAINTENANCE HOLE IS LESS THAN 1200. DN300 TO DN600 SEWERS SHALL USE DN1500 MAINTENANCE HOLES. MAINTENANCE HOLES OVER 6000 DEEP SHALL BE DESIGNED FOR THE SPECIFIC INSTALLATION DEPTH. DIMENSION 'A', REFER TABLE ON SEQ-SEW-1303-1. ONLY 'V' DROPS OR APPROVED INTERNAL VORTEX DROPS PERMITTED FOR DN300 AND LARGER SEWERS. TYPE'V' DROPS WITH PIPE DN CHANGES SHALL BE GRADED OBVERT TO OBVERT. DATE
DESCRIPTION
8.
9.
SURROUND AND FRAME SEE SEQ-SEW-1308-1
FRAME AND LID
M20 EYEBOLT SET 100 INTO WALL OPPOSITE D.S. APPROVED MAINTENANCE HOLE CONNECTOR
MAXIMUM 10 THICK 1 CEMENT TO 3 SAND MORTAR JOINT. SCABBLE SURFACES AND PRIME WITH BONDCRETE
10 x Y16 DOWEL BARS 150 LONG EQUALLY SPACED CONSTRUCTION JOINT REFER NOTE 9
DN BENCHING. SEE SEQ-SEW-1302-1
SS316 M20 CHEMSET EYEBOLT, 200 ABOVE OBVERT
(DN1500 SHOWN) MIN. 300
NOTES:
SHORT PIPE 2 X DIA (900 MAX).
500 MAX
DEPTH OF MAINTENANCE HOLE (REFER NOTE 6).
750 P.C.D.
A
100
(REFER NOTE 7 ).
275
150 MIN COVER TO HYDROPHILIC SEAL TYPICAL
PROVIDE 3xSS316 ANCHOR BRACKETS TO ALL CAST IN-SITU MAINTENANCE HOLES. REFER SEQ-SEW-1301-1 FOR ANCHOR BRACKET DETAIL.
SECTION A-A
APPROVED MAINTENANCE HOLE CONNECTOR - SEE SEQ-SEW-1313-1
DN1500 MAINTENANCE HOLES SHALL BE PROVIDED WITH A H2S RESISTANT COATING AS SPECIFIED IN THE CODE. THE COATING SHALL PROTECT THE CONCRETE OF THE NECK, CONVERTER SLAB AND WALLS. THE COATING SHALL BE REBATED AT IT'S TERMINATIONS AND IT SHALL BRIDGE CONSTRUCTION JOINTS TO THE MANUFACTURERS DN1050 REQUIREMENTS. ALL CAST CONSTRUCTION JOINTS SHALL INCLUDE EITHER PVC WATERSTOPS OR HYDROPHILIC SEAL INSTALLED TO MANUFACTURER'S REQUIREMENTS. PRIOR TO THE NEXT CAST, SCABBLE THE EXISTING SURFACE AND PRIME WITH BONDCRETE.
AUTH.
SHORT PIPE 2 X DIA (600 MIN AND 900 MAX).
SECTION B-B (SEE NOTE 6)
TO DN1500 CAST IN-SITU MAINTENANCE HOLE DETAIL
SEWERAGE STANDARD DRAWING
SEQ WATER SERVICE PROVIDERS WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE OCCUPATIONAL HEALTH & SAFETY LEGISLATION
DN1050-1200 TO 3000 DEEP 150 THICK DN1050-1200 TO 6000 DEEP 225 THICK DN1500 225 THICK
DN1000 TO DN1500 CAST IN-SITU MAINTENANCE HOLES TYPICAL DETAILS
GCCC
LCC
RCC
QUU
DRAWING No.
SEQ-SEW-1307-1 NOT TO SCALE
UW VERSION
A ORG DATE: 1/1/2013
FLOW
PE STUB & PE/PVC ADAPTOR
SUCTION CLEANING PIPE AND AIRLINE SEE DETAIL SEQ-SEW-1307-3
UPVC VENT PIPE SEE DETAIL SEQ-SPS-1405-2
DOWNSTREAM MAINTENANCE HOLE
400 300
PE STUB PE SEWER FROM SULPHIDE CONTROL MAINTENANCE HOLE
A -
PE SEWER DISCHARGES TO DOWNSTREAM MAINTENANCE HOLE
PE COUPLING
B -
B -
DOWNSTREAM SEWER
FL OW
LADDER BY MANUFACTURER FOR TYPICAL DIMENSIONS REFER SEQ-SEW-1301-12
A PE COUPLING
SECTIONAL PLAN
-
SEE NOTE 4 SEQ-SEW-1307-4 SLAB DETAIL BY DESIGN
400
SECTIONAL PLAN
PE BAFFLE FUSION BONDED TO MAINTENANCE HOLE
SEE NOTE 4 SEQ-SEW-1307-4
700
FLOW
FLOW
SUCTION CLEANING PIPE AND AIRLINE OMITTED FOR CLARITY
MECHANICALLY ANCHORED PE LINING SEE DRAWINGS SEQ-SPS-1407-1 & 2 FOR DETAILS
UPVC VENT PIPE VARIES 5000 MAX (TO BE CONSTRUCTED AS CLOSE AS PRACTICABLE)
PE COUPLING PE INLET PIPE
APPROVED LADDER (RUNGS AT 300 CENTRES) BOTTOM RUNG TO BE +150mm MAXIMUM ABOVE OBVERT LEVEL OF DOWNSTREAM SEWER
FLOW
REFER SEQ-SEW-1307-4 FOR CUT INTO DOWNSTREAM MH
OBVERT LEVEL
OGEE PROFILE INLET FABRICATED FROM PE (TO BE DESIGNED FOR PEAK DRY WEATHER FLOW)
DISCHARGE SEWER PE PIPE SIZE TO BE DETERMINED
DOWNSTREAM SEWER
100 (NTS) PE COUPLING
SECTIONAL ELEVATION
A -
1/3 OF EXISTING SEWER DIAMETER BELOW OBVERT OF EXISTING SEWER
DOWNSTREAM MAINTENANCE HOLE REV. No.
DATE
DESCRIPTION
AT 1/2 DIAMETER OF EXISTING SEWER
AUTH.
BY DESIGN
900 450
600
WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE OCCUPATIONAL HEALTH & SAFETY LEGISLATION
DESIGN INPUT BY RPEQ REQUIRED FOR TRAFFIC LOADS, STRUCTURAL STEEL DESIGN AND NATIVE SOIL CONDITIONS.
BY DESIGN
450
SECTIONAL ELEVATION SULPHIDE CONTROL MAINTENANCE HOLE SEWERAGE STANDARD DRAWING
SEQ WATER SERVICE PROVIDERS
REFER SEQ-SEW-1307-4 FOR NOTES
450
OBVERT TO OBVERT
MASS CONCRETE BENCHING
300
EXISTING SEWER PROPOSED DISCHARGE SEWER OBVERT LEVEL DIAMETER
125
FLOW
DISCHARGE LEVEL INTO EXISTING SEWER
PE BAFFLE, TOP TO FINISH AT INVERT LEVEL OF INLET PIPE
200
FLOW
SULPHIDE CONTROL SEWER MAINTENANCE HOLE - PE LINED GENERAL ARRANGEMENT
B GCCC
LCC
RCC
QUU
DRAWING No.
SEQ-SEW-1307-2 NOT TO SCALE
UW VERSION
A ORG DATE: 1/1/2013
PE COUPLING
PE COUPLING 375 475
FLOW
BY DESIGN
FLOW
500
SUCTION CLEANING PIPE AND AIRLINE. REFER DETAIL
HOLE ACCESSES
PLAN MANHOLE COVER REFER DRAWING SEQ-SPS-1405-2 FOR VENT POLE DETAILS
SEE NOTE 15 ON SEQ-SEW-1307-4 600 SUCTION HOSE ADAPTOR FOR 'KAISER' JET RODDER WITH TABLE 'C' FLANGE.
MAX
FINISHED SURFACE LEVEL
SUCTION CLEANING PIPE WITH S.S. TIES AT 900 CENTRES WITH FIRST TIE 300 MAXIMUM FROM TOP OF AIRLINE.
FALL 1 IN 50
BY DESIGN
SS BRACKET SEE SEQ-SEW-1303-4 FOR DN150 uPVC DN160 PE100 PN16 PIPE FIXED TO WALL WITH SS BRACKETS AT 1500 CRS. FIRST BRACKET TO BE NOT MORE THAN 600mm FROM TOP OF COVER SLAB 450 x 450 CONCRETE ARRIS (NTS)
50 NTS
AIR LINE TO DISCHARGE INTO SUCTION CLEANING PIPE
A SULPHIDE CONTROL MH SHALL BE USED WHERE: a. A TRUNK SEWER REQUIRES A DROP INTO A DOWNSTREAM SEWER, OR b. A RETICULATION SEWER REQUIRES A DROP INTO A DOWNSTREAM SEWER AND HAS A PUMP STATION WITHIN ITS UPSTREAM CATCHMENT, OR c. SULPHIDE CONTROL IS REQUIRED.
150
BY DESIGN
TYPICAL VENT POLE SECTIONAL ELEVATION REFER SEQ-SEW-1307-4 FOR NOTES
SUCTION CLEANING PIPE AND AIRLINE DETAIL
REV. No.
DATE
DESCRIPTION
AUTH.
SEWERAGE STANDARD DRAWING
SEQ WATER SERVICE PROVIDERS WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE OCCUPATIONAL HEALTH & SAFETY LEGISLATION
SULPHIDE CONTROL SEWER MAINTENANCE HOLE - PE LINED DETAILS
GCCC
LCC
RCC
QUU
DRAWING No.
SEQ-SEW-1307-3 NOT TO SCALE
UW VERSION
A ORG DATE: 1/1/2013
3(MIN)-R6 LIGATURES @ 60 CRS 6-N12 SS 'HILTI' ANCHOR RODS. HIT-V-R-M12x280 OR EQUIVALENT CHEMICALLY ANCHORED 70mm INTO EXISTING WALL EVENLY SPACED AROUND INLET PIPE. CUT ENDS TO ACHIEVE 60mm COVER
EXISTING MAINTENANCE HOLE WALL
QUU AND CONTRACTOR LIVE SEWER WORKS CONSULTING ENGINEERS ARE TO CONTACT PRIOR TO COMMENCEMENT OF CONSTRUCTION TO ARRANGE FOR THIS WORK TO BE CARRIED OUT. (EXCAVATION, SAFE-SHORING AND ASSOCIATED WORK BY CONTRACTOR.)
HYDROPHYLLIC SEAL CJ-0725-3K OR EQUAL
100 M IN
50
IT IS THE DEVELOPER'S RESPONSIBILITY TO ENSURE ALL LIVE SEWER WORKS ARE COMPLETE BEFORE ALLOWING PRIVATE DRAINAGE TO BE CONNECTED.
No 1(B) 1(C)
CONTRACTOR SHALL CONFIRM PILOT HOLE HAS PENETRATED INTO THEIR EXCAVATION.
1(D)
CONTRACTOR TO OBTAIN FROM COUNCIL A MEASUREMENT OF THE MAINTENANCE HOLE WALL THICKNESS.
1(E) 1(F)
TO PLUG PILOT HOLE. CONTRACTOR TO REMOVE CONCRETE FROM MAINTENANCE HOLE WALL TO LEAVE A 100mm SKIN.
1(G)
CONTRACTOR TO DRILL 6 EVENLY SPACED HOLES AROUND PROPOSED INLET TO TAKE N12 BARS. HOLES TO BE A MINIMUM OF 100mm FROM EDGE OF EXISTING CONCRETE AROUND INLET OPENING. CONTRACTOR TO TIE A MINIMUM OF THREE R6 LIGATURES AT 100mm CENTRES TO DEFORMED BARS.
1(H) 1(I) 1(J)
PE WEEP FLANGE SEE NOTES 13 & 14 SPECIAL CLASS CONCRETE TO WSA PS-358 60 CLEAR CONCRETE COVER ON REINFORCEMENT AND 200 MIN CONCRETE SURROUNDING PE PIPE
DESCRIPTION CONTRACTOR TO EXCAVATE ADJACENT TO EXISTING MAINTENANCE HOLE AND PROVIDE SAFE SHORING. TO DRILL PILOT HOLE FROM INSIDE EXISTING MAINTENANCE HOLE TO OBVERT OF NEW SEWER.
1(A)
FOLLOWING A SUCCESSFUL 'ON MAINTENANCE' INSPECTION, SEQ-SPS WILL COMPLETE THE CONNECTION FROM INSIDE THE MAINTENANCE HOLE.
DETAIL NOTES 1. 2.
CONTRACTOR TO LAY PE STUB WITH WEEP FLANGE ATTACHED, CAST INTO WALL AS SHOWN. (SEE DETAIL)
3. 4.
5. 6. 7.
CONTRACTOR CONTRACTOR TO REQUEST LIVE WORKS PRIOR TO COMMENCEMENT OF CONSTRUCTION IF REQUIRED. CONTRACTOR TO CONFIRM SEWER WORK START DATE AND BOOK INSPECTION TIMES (MIN.TWO [2] WORKING DAYS NOTICE REQUIRED.) CONTRACTOR TO CONSTRUCT SEWER WORKS AND ARRANGE INSPECTIONS AS REQUIRED. A FIELD INSPECTION REPORT WILL BE ISSUED UPON SUCCESSFUL "ON MAINTENANCE" INSPECTION AND COLLECTION OF "AS CONSTRUCTED" INFORMATION BY THE MINOR SEWER WORKS INSPECTION UNIT. CONTRACTOR IS REQUIRED TO FORWARD A COPY OF THE FIELD INSPECTION REPORT TO SEQ-SPS TO CONFIRM SEWER WORKS ARE ACCEPTABLE AND REQUEST LIVE WORKS TO COMPLETE SEWER WORKS.
REV. No.
DATE
DESCRIPTION
LIVE WORKS:
DRS
8.
INSPECTION:
SEQ-SPS
9. 10. 11. 12.
INSPECTION:
SEQ-SPS 13.
14. LIVE WORKS:
PE COUPLING
50 MIN
EXCAVATION WORKS CARRIED OUT BY CONTRACTORS AT DEPTH OF 1.5M OR GREATER MUST PROVIDE A "SAFE WORK PLAN" AS PER WORKPLACE HEALTH AND SAFETY LEGISLATION TO SEQ-SPS PRIOR TO SEQ-SPS COMMENCING ANY WORK.
SEQ-SPS
AUTH.
15.
ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CURRENT QUEENSLAND CODE, SPECIFICATIONS AND STANDARDS. UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK SHALL COMPLY WITH THE RELEVANT AUSTRALIAN STANDARDS. ALL WORK ASSOCIATED WITH LIVE SEWERS OR MAINTENANCE HOLES TO BE CARRIED OUT BY SEQ-SPS AT THE DEVELOPER'S COST. MAINTENANCE HOLE FRAME, COVER AND COPING SHAL SUIT APPLICATION. REFER STANDARD DRAWINGS.SEQ-SEW-1301-1,SEQ-SEW-1308-2 TO SEQ-SEW-1308-11 FOR DETAILS. CONCRETE SHALL BE SPECIAL CLASS TO WSA PS-358 WITH CALCAREOUS AGGREGATES ALL CONCRETE SHALL BE VIBRATED. ALL POLYETHYLENE PIPES AND MATERIALS SHALL B POLYETHYLENE CLASS PE100 TO A.S. 4130 AND A.S. 4131. ALL POLYETHYLENE PIPES AND FITTINGS SHALL BE JOINED USING BUTT WELDING AND/OR ELECTRO FUSION WELDING PROCESSES. ALL DIMENSIONS ARE IN MILLIMETRES. ENDS OF SEWERS SHALL FINISH FLUSH WITH INSIDE FACE OF MAINTENANCE HOLE WALL. ABBREVIATIONS: PE = POLYETHYLENE WHERE EXISTING MAINTENANCE HOLES HAVE REINFORCED WALLS, THE REINFORCEMENT SHALL BE CUT AND BENT TO LAP WITH PROPOSED INLET. CONTRACTOR TO SUPPLY AND LAY PE STUB PIPE WITH WELDED PE WEEP FLANGE. SIZE OF WEEP FLANGE SHALL SUIT APPLICATION. REFER LIVE SEWER WORK DETAILS. WEEP FLANGE SHALL HAVE A MINIMUM OF 50mm COVER OF NEW CONCRETE. SUCTION HOSE SHALL BE POSITIONED TO ALLOW OPERATION OF SUCTION HOSE CLAMP WITHIN TOP SLAB OPENING.
SEWERAGE STANDARD DRAWING
SEQ WATER SERVICE PROVIDERS WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE OCCUPATIONAL HEALTH & SAFETY LEGISLATION
SULPHIDE CONTROL SEWER MAINTENANCE HOLE - PE LINED CUT-INS
GCCC
LCC
RCC
QUU
DRAWING No.
SEQ-SEW-1307-4 NOT TO SCALE
UW VERSION
A ORG DATE: 1/1/2013
COVER AND SURROUND (SEE NOTE 6)
'H'
FILL GRADED TO FSL (1:4 MAX)
65 COVER MIN COVER AND FRAME
'H'
MAKE-UP RING(S) AND/OR TAPERED RING(S) AS REQUIRED SEE SEQ-SEW-1300-1
10
(SEE NOTE 2)
10
SQUAT CONE OR STRAIGHT BACK TAPER REFER NOTE 14 SEQ-SEW-1300-1
FLUSH
500 MAX
FSL
FIRST BAR 65 BELOW FSL 4-N12 BARS TO LOCATE HOOP BARS
CLASS
2-N12 HOOP BARS CENTRALLY PLACED WITH 65 MIN COVER WITH 75 WELDED END LAP MORTAR
SLAB DETAILS REFER SEQ-SEW-1307-1
RESERVES, ALLOTMENTS, FOOTPATHS, VERGES
BNON-TRAFFICABLE
3xANCHOR BRACKETS REFER SEQ-SEW-1307-1
ROADWAYS & DRIVEWAYS LOCATIONS SUBJECT TO Q100 FLOODING AND SURCHAGE
DTRAFFICABLE CLASS B OR D WITH BOLT-DOWN (SEE NOTE 3)
NOTES:
CAST IN-SITU PAVED INSTALLATION SLAB SYSTEM
. WIDTH TRENCH
100 TO 250
200
D.I FRAME SYSTEM
. 300 MIN
DI FRAME
1. ALL DIMENSIONS IN MILLIMETERS. 2. SEALING METHODS FOR COVER-FRAME SURROUND TO 2000 COLLECTOR . STREET WALLS 1500 ACCESS STREET ASPHALT, BITUMEN OR (a) MAKE JOINTS BETWEEN SHAFT TOP/MAKE-UP RING IRON CLASS "D" 300 300 . . CONCRETE ROAD SURFACE AND COVER SUPPORT RING USING BUTYL-MASTIC OR COVER & FRAME MIN MIN FSL RUBBER RING. (b) APPLY BUTYL-MASTIC OR RING IN ACCORDANCE WITH MANUFACTURERS SPECIFICATION. (c) FOLLOWING (b) ABOVE, APPLY EXTERNALLY 4X100 LONG SECTIONS OF 'MEGAPOXY P1' OR EQUAL TO CONCRETE SLAB PRECAST SURROUND/RING JOINT TO REINFORCE JOINT. (REFER PLAN FOR DETAIL). 3. IN AREAS SUBJECT TO Q100 FLOODING AND BUNG, SEE NOTE 8. 8-N12 BARS WITH SURCHARGE, USE CAST IN-SITU MH WITH ANCHOR 65 MIN COVER BRACKETS SO THAT SEPARATION DURING SURCHARGE SEWER CLASS D COVER DN375 PVC PIPE SHROUD IS PREVENTED. SEE SEQ-SEW-1307-1. TRAFFICABLE COMPACTED WATER 4. MAXIMUM PERMISSIBLE SLOPE OF COVERS: CLASS D RESISTANT CBR45 CLASS "B" 1 IN 4 OR CBR80 MATERIAL. COMPACTED SUB-BASE CLASS "D" 1 IN 10 5. COVERS AND FRAMES, REFER CODE. GEOTEXTILE BARRIER RISER SHAFT 6. CAST IN-SITU AND ALL CLASS D COVERS AND FRAMES SHALL BE TYPE 'd' WATERSEALED SOLID TOP IN ACCORDANCE WITH CLAUSE 1.5.3.1 OF AS3996. TRAFFICABLE MAINTENANCE AND 7. a.) STORMWATER PRECAST SURROUND, FRAME & LID RODDING SHAFT SURROUND DETAILS MAY BE USED FOR ALL NON CARRIAGEWAY LOCATIONS EXCEPT THAT THE DI COVER SHALL BE MARKED FOR BUNG, SEE NOTE 8 SEWERAGE PURPOSES. - 300 DIA SHROUD PIPE, 400 LONG FOR b.) SMARTSTREAM TOP HAT OR WEBFORGE CLASS 'B' PLAN RODDING END COVER #DCC3B22 ALTERNATIVES TO SHROUD PIPE - 375 DIA SHROUD PIPE, 400 LONG FOR SYSTEM FOR NON TRAFFICABLE. M.S. c.) DUCTILE IRON COVERS SHALL BE EITHER 600 mm 'H' 'H' DIMENSION 'H' OR 430 mm DIAMETER AT CLASS "D" FOR ROAD CARRIAGE WAY INSTALLATION AND AT CLASS "B" FOR FINISHED LEVELS OF MH COVERS ALL OTHER LOCATIONS. PRECAST OR CAST INSITU 8. LOCK DOWN QUICK RELEASE END CAPS ARE SWJ FIXED SURROUND SEE NOTE 7. H LOCATION TO THE RISER AND ARE RUBBER RING SEALED BETWEEN 300 UNDEVELOPED AREAS THE CAP AND ITS FRAME AND OPEN WITH LESS THAN A 15 PLACE SURROUND ON DEGREE TURN. SCREW DOWN CAPS ARE NOT BRICKS WHERE REQUIRED 50 NEW SUBDIVISIONS PE OR DI COVER PERMITTED . PRIOR TO ON-MAINTENANCE, ALL MS CAPS SYSTEM, SEE NOTE 7. FLUSH ROADS, LANE WAYS, FOOTWAYS & DRIVEWAYS BEDDING SHALL BE PROVIDED WITH 20-25 mm DIAMETER. RUBBER BUNGS IN A 20 mm DRILL HOLE. CONTRACTOR TO DRILL 25 EXISTING DEVELOPED AREAS NON-TRAFFICABLE MAINTENANCE AND HOLE AND FIT BUNG FOLLOWING PRESSURE TEST PASS. OTHER AS SPECIFIED (EG ABOVE Q100 FLOOD LEVEL) RODDING SHAFT SURROUND DETAILS REINFORCED CONCRETE SUPPORT SLAB N25
50
. 300 MIN
ROAD CARRIAGEWAY CENTRELINE
ALL COVERS TO BE WATER TIGHT, SEE NOTE 6 LOCATION
4-N12 BARS TO LOCATE HOOP BARS
PRECAST ALLOTMENT INSTALLATION
SELECTION OF DN600 MH COVERS
REV. No.
DATE
DESCRIPTION
AUTH.
SEWERAGE STANDARD DRAWING
SEQ WATER SERVICE PROVIDERS B
24/07/15 AMENDED NOTE 8.
WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE OCCUPATIONAL HEALTH & SAFETY LEGISLATION
TYPICAL MAINTENANCE HOLE AND SHAFT COVER AND SURROUND DETAIL
GCCC
LCC
RCC
QUU
DRAWING No.
SEQ-SEW-1308-1 NOT TO SCALE
UW VERSION
B ORG DATE: 1/1/2013
STIFFENER RIB 4 PLACES
12
78
35
55
STIFFENER RIB R5 FILLET TO TOP FACE EDGES
3.2
3.2
20
35
35
60
40
3.2
A -
3.2
25
20
125
A -
TYPICAL SECTION R12.5
NOTES
HOLD-DOWN SLOT 4 PLACES
1. 2.
25
3. 4. 5.
800 PCD
6.
PLAN
125
125
SECTIONAL ELEVATION
A FOR USE IN NON TRAFFICABLE LOCATIONS
MAINTENANCE HOLE FRAME MASS: 59.5KG REV. No.
DATE
DESCRIPTION
ALL EDGES TO BE SQUARE. ALL EDGES TO BE ARRISED UNLESS SHOWN OTHERWISE. ALL FILLETS TO BE 5mm RADIUS UNLESS SHOWN OTHERWISE. CASTING TO BE FREE OF BURRS AND PITS. MACHINE SURFACE SYMBOL 3.2
AUTH.
MATERIAL: GREY CAST IRON (AS1830) TENSILE STRENGTH: ISO 185/JL/225 HARDNESS: 145 - 215 (HB) ULTIMATE DESIGN LOAD: 210 KN (AS3996) 7. TOLERANCES: CAST DIMENSIONS ANGLE PROFILE MACHINED DIMENSIONS OVERALL MAJOR DIAMETER OF COVER +0 -0.25mm DFT OF COATING 50um 8. ALL MACHINED SURFACES SHALL HAVE A COATING APPROVED AS FIT FOR THE PURPOSE OF PROVIDING A RUST PROOF, NON-STICK AND GAS/WATER PROOF JOINT. 9. ALL NON MACHINED SURFACES TO BE BITUMINOUS COATED IN ACCORDANCE WITH AS 3750-4. 10. ALL WORK SHALL BE IN ACCORDANCE WITH CURRENT QUEENSLAND CODE, SPECIFICATIONS AND STANDARDS. 11. COVERS AND FRAMES TO BE SUPPLIED ASSEMBLED. 12. CERTIFICATION OF COMPLIANCE TO A.S. 3996 TO BE SUPPLIED FOR EACH CASTING.
SEWERAGE STANDARD DRAWING
SEQ WATER SERVICE PROVIDERS WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE OCCUPATIONAL HEALTH & SAFETY LEGISLATION
MAINTENANCE HOLE COVER SEWER - CLASS B - CONCRETE INFILL TYPICAL FRAME DETAILS
GCCC
LCC
RCC
QUU
DRAWING No.
SEQ-SEW-1308-2 NOT TO SCALE
UW VERSION
A ORG DATE: 1/1/2013
12 HIGH TEXT (TYPICAL)
30
REFER NOTE 10
5
2mm RECESSED LETTERING REFER NOTE 10
UU M
REFER NOTE 10
3.2
B
A
-
25
U
3.2
(TYPI
VA C
ER W SE
A -
SECTION L CA
PI
3.2
58
-
8
TY
33
8
Q
-
5
A U
CAL)
SE WER
3mm CHAMFER
40
33
TYPICAL EDGE DETAIL LIFTING KEYHOLE
B
LIFTING KEYHOLE REFER SEQ-SEW-1308-4
-
B - S E ALE
1. 2. 3. 4. 5.
F41 FABRIC C LASS
NOTES
6.
D
7.
25
PLAN
58
N20 CONCRETE
8.
9. 33
40 33
40 10.
SECTIONAL ELEVATION
MAINTENANCE HOLE COVER MASS: 25KG CASTING 58KG CASTING/CONCRETE INFILL REV. No.
DATE
DESCRIPTION
11.
B -
12. 13. FOR USE IN NON TRAFFICABLE LOCATIONS
AUTH.
ALL EDGES TO BE SQUARE. ALL EDGES TO BE ARRISED UNLESS SHOWN OTHERWISE. ALL FILLETS TO BE 5mm RADIUS. CASTING TO BE FREE OF BURRS AND PITS. MACHINE SURFACE SYMBOL 3.2 MATERIAL: DUCTILE CAST IRON TENSILE STRENGTH: ISO 1083/JS/600-3/S (AS1831) HARDNESS: 190 - 270 (HB) ULTIMATE DESIGN LOAD: 80 KN (AS3996) TOLERANCES: CAST DIMENSIONS ANGLE PROFILE MACHINED DIMENSIONS OVERALL MAJOR DIAMETER OF COVER +0 -0.25mm DFT OF COATING 50um ALL MACHINED SURFACES SHALL HAVE A COATING APPROVED AS FIT FOR THE PURPOSE OF PROVIDING A RUST PROOF, NON-STICK AND GAS/WATER PROOF JOINT. ALL NON MACHINED SURFACES TO BE BITUMINOUS COATED IN ACCORDANCE WITH AS 3750-4. IDENTIFICATION TAGS "SEWER" AND "VACUUM SEWER" TO BE REMOVED AS REQUIRED. SERVICE PROVIDER NAME WHERE REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH CURRENT QUEENSLAND CODE, SPECIFICATIONS AND STANDARDS. COVERS AND FRAMES TO BE SUPPLIED ASSEMBLED. CERTIFICATION OF COMPLIANCE TO A.S. 3996 TO BE SUPPLIED FOR EACH CASTING.
SEWERAGE STANDARD DRAWING
SEQ WATER SERVICE PROVIDERS WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE OCCUPATIONAL HEALTH & SAFETY LEGISLATION
MAINTENANCE HOLE COVER SEWER - CLASS B - CONCRETE INFILL TYPICAL COVER DETAILS
GCCC
LCC
RCC
QUU
DRAWING No.
SEQ-SEW-1308-3 NOT TO SCALE
UW VERSION
A ORG DATE: 1/1/2013
B 85 55 22 16
6 R1
3
A -
17
A -
66
R3
B PLAN 10 15
17
25
15
12
30
32
RECESS FOR CONCRETE BONDING
3mm CHAMFER 40
10
33
SECTION
A -
SECTION
B -
REFER SEQ-SEW-1308-3 FOR NOTES
KEYHOLE DETAIL
FOR USE IN NON TRAFFICABLE LOCATIONS
REV. No.
DATE
DESCRIPTION
AUTH.
SEWERAGE STANDARD DRAWING
SEQ WATER SERVICE PROVIDERS WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE OCCUPATIONAL HEALTH & SAFETY LEGISLATION
MAINTENANCE HOLE COVER SEWER - CLASS B - CONCRETE INFILL TYPICAL LIFTING HOLE DETAILS
GCCC
LCC
RCC
QUU
DRAWING No.
SEQ-SEW-1308-4 NOT TO SCALE
UW VERSION
A ORG DATE: 1/1/2013
12
78
STIFFENER RIB 4 PLACES
35
55
STIFFENER RIB R5 FILLET TO TOP EDGES
10 3.2
35
35
40
3.2
20
60
2 3.
A -
3.2
25
20
125
M8 TAPPED HOLE METRIC COARSE THREAD
TYPICAL SECTION NOTES
A -
1. 2.
R12.5
HOLD-DOWN SLOT 4 PLACES - FOR M-16 MASONRY ANCHORS
3.
25
4. 5. 6.
GAUGE SHALL BE USED TO CHECK PCD AND CLEARANCE HOLE POSITION
PLAN
7.
620 PCD JIG DRILLED AND TAP 4-M8 METRIC COARSE THREAD 8.
125
125
SECTIONAL ELEVATION
A -
9. UNITYWATER AND GCCC AND LOGAN WATER AND REDLAND WATER ACCEPTS ALL CLASS B COVERS AND FRAMES WITH CERTIFICATION TO AS 3996 AS DETAILED IN CLAUSE 3.2 FOR SEALS AND REGISTERS.
MAINTENANCE HOLE FRAME MASS: 59.5KG
10.
11.
12. FOR USE IN NON TRAFFICABLE LOCATIONS
13. 14. REV. No.
DATE
DESCRIPTION
AUTH.
ALL EDGES TO BE SQUARE. ALL EDGES TO BE ARRISED UNLESS SHOWN OTHERWISE. ALL FILLETS TO BE 5mm RADIUS UNLESS SHOWN OTHERWISE. CASTING TO BE FREE OF BURRS AND PITS. MACHINE SURFACE SYMBOL 3.2 MATERIAL: GREY CAST IRON (AS1830) TENSILE STRENGTH: ISO 185/JL/225 HARDNESS: 145 - 215 (HB) ULTIMATE DESIGN LOAD: 210 KN (AS3996) TOLERANCES: CAST DIMENSIONS ANGLE PROFILE MACHINED DIMENSIONS OVERALL MAJOR DIAMETER OF COVER +0 -0.25mm DFT OF COATING 50um ALL MACHINED SURFACES SHALL HAVE A COATING APPROVED AS FIT FOR THE PURPOSE OF PROVIDING A RUST PROOF, NON-STICK AND GAS/WATER PROOF JOINT. ALL NON MACHINED SURFACES TO BE BITUMINOUS COATED IN ACCORDANCE WITH AS 3750-4. FRAME FIXED TO TOP SLAB WITH 4-M16 HEAVILY GALVANISED MASONRY ANCHORS. AFTER ASSEMBLY ALL STEELWORK TO BE PAINTED WITH AN APPROVED BITUMASTIC ENAMEL. FOR SURCHARGE AREAS AND FOR OVERLAND FLOW AREAS AND WHERE SPECIFIED IN THE DESIGN DRAWINGS, COVERS AND FRAMES TO BE SUPPLIED WITH 4-M8 COARSE THREADED 316 SS BOLTS 45mm LONG WITH NYLON WASHERS. ALL WORK SHALL BE IN ACCORDANCE WITH CURRENT QUEENSLAND CODE, SPECIFICATIONS AND STANDARDS. COVERS AND FRAMES TO BE SUPPLIED ASSEMBLED. CERTIFICATION OF COMPLIANCE TO A.S. 3996 TO BE SUPPLIED FOR EACH CASTING.
SEWERAGE STANDARD DRAWING
SEQ WATER SERVICE PROVIDERS WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE OCCUPATIONAL HEALTH & SAFETY LEGISLATION
MAINTENANCE HOLE COVER SEWER - CLASS B - BOLT DOWN TYPICAL FRAME DETAILS
GCCC
LCC
RCC
QUU
DRAWING No.
SEQ-SEW-1308-5 NOT TO SCALE
UW VERSION
A ORG DATE: 1/1/2013
UNITYWATER AND GCCC AND LOGAN WATER AND REDLAND WATER ACCEPTS ALL CLASS B COVERS AND FRAMES WITH CERTIFICATION TO AS 3996 AS DETAILED IN CLAUSE 3.2 FOR SEALS AND REGISTERS.
25
LETTERING TO FINISH FLUSH WITH RAISED FACE OF DIAMOND PATTERN
A -
LIFTING KEYHOLE
25
14 0
AL PIC TY
PIC
AL
R8
TY
LIFTING KEYHOLE REFER SEQ-SEW-1308-7 25 12
R296
A -
COVER PATTERN DETAIL
39 KG CLASS B SEALED BOLTING RECESS 4 PLACES REFER SEQ-SEW-1308-7
FOR USE IN NON TRAFFICABLE LOCATIONS
LETTERING TO BE RAISED 2mm
PLAN OF BOTTOM
PLAN OF TOP NOTES
30
TYPICAL RIBS 10
5 AT CENTRE
RAISED PATTERN
10
9 AT EDGE
25
NOTE: GAUGE SHALL BE USED TO CHECK 620 PCD AND CLEARANCE HOLE POSITION
1. 2.
65
3. 4. 5. R10500
5
8
35
6.
7.
SECTIONAL ELEVATION
A -
MAINTENANCE HOLE COVER MASS: 39KG REV. No.
DATE
14
56
25
25
100
SEWER
DESCRIPTION
ALL EDGES TO BE SQUARE. ALL EDGES TO BE ARRISED UNLESS SHOWN OTHERWISE. ALL FILLETS TO BE 5mm RADIUS UNLESS SHOWN OTHERWISE. CASTING TO BE FREE OF BURRS AND PITS. MACHINE SURFACE SYMBOL 3.2 MATERIAL: DUCTILE CAST IRON TENSILE STRENGTH: ISO 1083/JS/600-3/S (AS1831) HARDNESS: 190 - 270 (HB) ULTIMATE DESIGN LOAD: 80 KN (AS3996) TOLERANCES: _ 1.00mm + CAST DIMENSIONS _ + _ 0.125mm + MACHINED DIMENSIONS OVERALL MAJOR DIAMETER OF COVER +0 -0.25mm DFT OF COATING 50um
AUTH.
8.
9. 10.
11.
12. 13. 14.
ALL MACHINED SURFACES SHALL HAVE A COATING APPROVED AS FIT FOR THE PURPOSE OF PROVIDING A RUST PROOF,NON-STICK AND GAS/WATER PROOF JOINT. ALL NON MACHINED SURFACES TO BE BITUMINOUS COATED IN ACCORDANCE WITH AS 3750-4. FRAME FIXED TO TOP SLAB WITH 4-M16 HEAVILY GALVANISED MASONRY ANCHORS OR CAST IN-SITU AS SHOWN IN DRAWINGS. AFTER ASSEMBLY ALL STEELWORK TO BE PAINTED WITH AN APPROVED BITUMASTIC ENAMEL. FOR SURCHARGE AREAS AND FOR OVERLAND FLOW AREAS AND WHERE SPECIFIED IN THE DESIGN DRAWINGS, COVERS AND FRAMES TO BE SUPPLIED WITH 4-M8 COARSE THREADED 316 SS BOLTS 45mm LONG. ALL WORK SHALL BE IN ACCORDANCE WITH CURRENT QUEENSLAND CODE, SPECIFICATIONS AND STANDARDS. COVERS AND FRAMES TO BE SUPPLIED ASSEMBLED. CERTIFICATION OF COMPLIANCE TO A.S. 3996 TO BE SUPPLIED FOR EACH CASTING.
SEWERAGE STANDARD DRAWING
SEQ WATER SERVICE PROVIDERS WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE OCCUPATIONAL HEALTH & SAFETY LEGISLATION
MAINTENANCE HOLE COVER SEWER - CLASS B - BOLT DOWN TYPICAL COVER DETAILS
GCCC
LCC
RCC
QUU
DRAWING No.
SEQ-SEW-1308-6 NOT TO SCALE
UW VERSION
A ORG DATE: 1/1/2013
B 80 55 620 PCD R1 6
22 16
R 28
3 R3
C -
26
C -
A -
17
66
A -
R2
8
R 13
B -
PLAN
25
17
38
70
SECTION
56
A -
SECTION
10
B -
DESCRIPTION
TOP OF PATTERN
3.2
35
SECTION
C -
TYPICAL EDGE DETAIL
BOLT RECESS DETAIL
REFER SEQ-SEW-1308-6 FOR NOTES
DATE
30
3mm CHAMFER
3mm CHAMFER
KEYHOLE DETAIL
REV. No.
R13
25
15
25 3mm CHAMFER
R28
3.2
12
15
25
10
32
37
10
9 RAISED PATTERN
PLAN
AUTH.
FOR USE IN NON TRAFFICABLE LOCATIONS
SEWERAGE STANDARD DRAWING
SEQ WATER SERVICE PROVIDERS WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE OCCUPATIONAL HEALTH & SAFETY LEGISLATION
MAINTENANCE HOLE COVER SEWER - CLASS B - BOLT DOWN TYPICAL COVER DETAILS
GCCC
LCC
RCC
QUU
DRAWING No.
SEQ-SEW-1308-7 NOT TO SCALE
UW VERSION
A ORG DATE: 1/1/2013
STIFFENER RIB 4 PLACES
12
78 STIFFENER RIB R5 FILLET TO TOP FACE EDGES
55 10
3.2
35
35
3.2
20
60
40
3.2
A -
35
TYPICAL SECTION
R12.5
NOTES
HOLD-DOWN SLOT 4 PLACES
1. ALL EDGES TO BE SQUARE. 2. ALL EDGES TO BE ARRISED UNLESS SHOWN OTHERWISE. 3. ALL FILLETS TO BE 5mm RADIUS UNLESS SHOWN OTHERWISE. 4. CASTING TO BE FREE OF BURRS AND PITS. 5. MACHINE SURFACE SYMBOL 3.2
25 800 PCD
GAUGE SHALL BE USED TO CHECK PCD AND CLEARANCE HOLE POSITION
M8 TAPPED HOLE METRIC COARSE THREAD
3.2
125
A -
25
20
UNITYWATER AND GCCC AND LOGAN WATER AND REDLAND WATER ONLY ACCEPTS THIS CLASS D FRAME, RISER AND COVER SYSTEM OR EQUAL WITH CERTIFICATION TO AS 3996.
PLAN 620 PCD JIG DRILLED AND TAP 4-M8 METRIC COARSE THREAD
125
125
SECTIONAL ELEVATION
FOR USE IN TRAFFICABLE ROADWAY LOCATIONS. THIS BASE FRAME SHALL BE USED WITH THE 60 RISER RING SHOWN IN SEQ-SEW-1308-9.
A -
MAINTENANCE HOLE BASE FRAME
6. MATERIAL: GREY CAST IRON (AS1830) TENSILE STRENGTH: ISO 185/JL/225 HARDNESS: 145 - 215 (HB) ULTIMATE DESIGN LOAD: 210 KN (AS3996) 7. TOLERANCES: + CAST DIMENSIONS 1.00mm + + MACHINED DIMENSIONS - 0.125mm OVERALL MAJOR DIAMETER OF COVER +0 -0.25mm DFT OF COATING 50um 8. ALL MACHINED SURFACES SHALL HAVE A COATING APPROVED AS FIT FOR THE PURPOSE OF PROVIDING A RUST PROOF, NON-STICK AND GAS/WATER PROOF JOINT. 9. ALL NON MACHINED SURFACES TO BE BITUMINOUS COATED IN ACCORDANCE WITH AS 3750-4. 10. COVERS, FRAMES AND 60mm RISER RINGS TO BE SUPPLIED ASSEMBLED. 11. ALL WORK SHALL BE IN ACCORDANCE WITH CURRENT QUEENSLAND CODE, SPECIFICATIONS AND STANDARD DRAWINGS. 12. CERTIFICATION OF COMPLIANCE TO A.S. 3996 TO BE SUPPLIED FOR EACH CASTING.
MASS: 59.5KG
REV. No.
DATE
DESCRIPTION
AUTH.
SEWERAGE STANDARD DRAWING
SEQ WATER SERVICE PROVIDERS WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE OCCUPATIONAL HEALTH & SAFETY LEGISLATION
MAINTENANCE HOLE COVER SEWER - CLASS D - BOLT DOWN TYPICAL BASE FRAME DETAILS
GCCC
LCC
RCC
QUU
DRAWING No.
SEQ-SEW-1308-8 NOT TO SCALE
UW VERSION
A ORG DATE: 1/1/2013
17 UNITYWATER AND GCCC AND LOGAN WATER AND REDLAND WATER ONLY ACCEPTS THIS CLASS D FRAME, RISER AND COVER SYSTEM OR EQUAL WITH CERTIFICATION TO AS 3996 SEE SEQ-SEW-1308-8
30
75
60 25
35
25
3.2 10
3mm CHAMFER
60mm RISER MASS : 32KG
3.2
3.2
12
PROVIDE 4 ADDITIONAL BOLT HOLES AND RECESS FOR BOLT DOWN COVERS WITH A M8 METRIC COARSE THREAD. SEE NOTE 13 ON SEQ-SEW-1308-10
40 3.2
3.2
B -
B -
100
75
50
3.2
BOLT HOLE AND RECESS 4 LOCATIONS R13
40
3.2
A -
A -
35mm RISER MASS : 27.5KG
PLAN OF BOLT RECESS
VARIES
A -
SECTION
SECTION
B -
RISER RING
REV. No.
DATE
90
75mm RISER
90mm RISER
MASS : 38KG
MASS : 44KG
TYPICAL ASSEMBLY RISER HEIGHT VARIES (SEE DETAILS)
DESCRIPTION
4 x BOLTS: 60mm 90mm 100mm 115mm
LONG LONG LONG LONG
FOR FOR FOR FOR
35mm 60mm 75mm 90mm
25
25
25
75
40
620 PCD
130
115
17
17
105
40
FRAME (SEE SEQ-SEW-1308-8 FOR DETAILS)
PLAN
90
GAUGE SHALL BE USED TO CHECK PCD AND CLEARANCE HOLE POSITION
40
10
M8 COARSE THREAD 316 SS BOLTS
RISER RISER RISER RISER
REFER TO 35mm RISER FOR TYPICAL DIMENSIONS TO ALL RISERS.
ADDITIONAL BOLTS SEE NOTE 13 ON SEQ-SEW-1308-10 REFER SEQ-SEW-1308-10 FOR NOTES
AUTH.
FOR USE IN TRAFFICABLE ROADWAY LOCATIONS.
SEWERAGE STANDARD DRAWING
SEQ WATER SERVICE PROVIDERS WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE OCCUPATIONAL HEALTH & SAFETY LEGISLATION
MAINTENANCE HOLE COVER SEWER - CLASS D - BOLT DOWN TYPICAL RISER RING DETAILS
GCCC
LCC
RCC
QUU
DRAWING No.
SEQ-SEW-1308-9 NOT TO SCALE
UW VERSION
A ORG DATE: 1/1/2013
25
LETTERING TO FINISH FLUSH WITH RAISED FACE OF DIAMOND PATTERN
A
100
14
14
25
SEWER
25
-
56
25
L PIC A
LIFTING KEYHOLE REFER SEQ-SEW-1308-11
TY
TY PIC
AL
LIFTING KEYHOLE
0 R8
A
25
COVER PATTERN DETAIL
12
49 KG CLASS D SEALED
UNITYWATER AND GCCC AND LOGAN WATER AND REDLAND WATER ONLY ACCEPTS THIS CLASS D FRAME, RISER AND COVER SYSTEM OR EQUAL WITH CERTIFICATION TO AS 3996, SEE SEQ-SEW-1308-8
BOLTING RECESS 4 PLACES REFER SEQ-SEW-1308-11
LETTERING TO BE RAISED 2mm
PLAN OF BOTTOM
25
RAISED PATTERN
5 AT CENTRE 12
TYPICAL RIBS 10
1. 2. 3.
5
95
4. 5. 6.
8
29
7.
SECTIONAL ELEVATION
A -
MAINTENANCE HOLE COVER MASS: 49KG REV. No.
DATE
FOR USE IN TRAFFICABLE ROADWAY LOCATIONS.
NOTES
40
9 AT EDGE
PLAN OF TOP
DESCRIPTION
ALL EDGES TO BE SQUARE. ALL EDGES TO BE ARRISED UNLESS SHOWN OTHERWISE. ALL FILLETS TO BE 5mm RADIUS UNLESS SHOWN OTHERWISE. CASTING TO BE FREE OF BURRS AND PITS. MACHINE SURFACE SYMBOL 3.2 MATERIAL: DUCTILE CAST IRON (AS1831) TENSILE STRENGTH: ISO 1083/JS/600-3/S HARDNESS: 190 - 270 (HB) ULTIMATE DESIGN LOAD: 210 KN (AS3996) TOLERANCES: _ 1.00mm + CAST DIMENSIONS _ + _ 0.125mm + MACHINED DIMENSIONS OVERALL MAJOR DIAMETER OF COVER +0 -0.25mm DFT OF COATING 50um
AUTH.
8.
9. 10. 11.
12. 13.
ALL MACHINED SURFACES SHALL HAVE A COATING APPROVED AS FIT FOR THE PURPOSE OF PROVIDING A RUST PROOF, NON-STICK AND GAS/WATER PROOF JOINT. ALL NON MACHINED SURFACES TO BE BITUMINOUS COATED IN ACCORDANCE WITH AS 3750-4. COVERS, FRAMES AND 60mm RISER RINGS TO BE SUPPLIED ASSEMBLED. ALL WORK SHALL BE IN ACCORDANCE WITH CURRENT QUEENSLAND CODE, SPECIFICATIONS AND STANDARD DRAWINGS. CERTIFICATION OF COMPLIANCE TO A.S. 3996 TO BE SUPPLIED FOR EACH CASTING. FOR SURCHARGE AREAS AND FOR OVERLAND FLOW AREAS AND WHERE SPECIFIED IN THE DESIGN DRAWINGS, COVERS AND FRAMES TO BE SUPPLIED WITH 4-M8 COARSE THREADED 316 SS BOLTS 45mm LONG WITH NYLON WASHERS.
SEWERAGE STANDARD DRAWING
SEQ WATER SERVICE PROVIDERS WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE OCCUPATIONAL HEALTH & SAFETY LEGISLATION
MAINTENANCE HOLE COVER SEWER - CLASS D - BOLT DOWN TYPICAL COVER DETAILS
GCCC
LCC
RCC
QUU
DRAWING No.
SEQ-SEW-1308-10 NOT TO SCALE
UW VERSION
A ORG DATE: 1/1/2013
B 80 55 22 16
620 PCD R28
C
26
C
A
17
A
66
6 R1 3 R3
R13
R2 8
B
9 RAISED PATTERN
17
10
15
20
R28
R13 40 3mm CHAMFER
108
3mm CHAMFER
56
TOP OF PATTERN
3.2
15
27
40
12
32
25
3.2
25
10
PLAN
12
UNITYWATER AND GCCC AND LOGAN WATER AND REDLAND WATER ONLY ACCEPTS THIS CLASS D FRAME, RISER AND COVER SYSTEM OR EQUAL WITH CERTIFICATION TO AS 3996 SEE SEQ-SEW-1308-8
PLAN
29
TYPICAL EDGE DETAIL SECTION SECTION
A -
B -
SECTION
C -
BOLT RECESS DETAIL
KEYHOLE DETAIL REFER SEQ-SEW-1308-10 FOR NOTES
REV. No.
DATE
DESCRIPTION
AUTH.
FOR USE IN TRAFFICABLE ROADWAY LOCATIONS.
SEWERAGE STANDARD DRAWING
SEQ WATER SERVICE PROVIDERS WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE OCCUPATIONAL HEALTH & SAFETY LEGISLATION
MAINTENANCE HOLE COVER SEWER - CLASS D - BOLT DOWN TYPICAL COVER DETAILS
GCCC
LCC
RCC
QUU
DRAWING No.
SEQ-SEW-1308-11 NOT TO SCALE
UW VERSION
A ORG DATE: 1/1/2013
B
DIMENSION "H" SEQ-SEW-1308-1
CAST SURROUND ONTO CONVERTER SLAB (SEE SEQ-SEW-1301-1 AND SEQ-SEW-1308-1). COVER & SURROUND (SEE SEQ-SEW-1308 SET).
MAXIMUM DEFLECTION (SEE TABLE)
600
FSL
FLOW
F81 FABRIC (SEE NOTE 3).
A
ALL P.C. JOINTS TO BE JOINED AS SHOWN ON SEQ-SEW-1312-1
250 25
FOR TYPICAL BENCH DETAILS REFER SEQ-SEW-1302-1
300
B SECTION
NOTES:
PROVIDE ROUNDED NOSING AT INLET & OUTLET PIPES
1. 2. 3.
2 LAYERS F81 FABRIC (SEE NOTE 3)
5.
50 BLINDING LAYER (SEE NOTE 7) SEWER SIZE
A SECTION 6. MAXIMUM HORIZONTAL DEFLECTION AT CHAMBER
DN 600 TO 675 DN 750
NOMINAL MH DIAMETER
'B'
DN 1500 DN 1800 DN 1800
1100 1400 1400
DESCRIPTION
7. 8.
ALL DIMENSIONS IN MILLIMETRES. CONCRETE TO BE S40 MIN SLAB AND BASE REINFORCEMENT AS PER STRUCTURAL DESIGN WITH 65 MINIMUM COVER. INSIDE SURFACE OF MH AND UNDERSIDE OF ROOF AND OPENING TO HAVE EPOXY COATING, PVC LINING OR PE LINING AS SPECIFIED IN THE CODE. BENCH TO BE STANDARD MORTAR, REFER SEQ-SEW-1302-1. ALTERNATIVELY INCORPORATE VERTICAL DROP FOR HIGH LEVEL SEWERS SEE SEQ-SEW-1306-1. WALL THICKNESS TO BE 250 MIN AT S40 WHERE LOCATED IN AGGRESSIVE SOILS, HIGH WATER TABLE AND SALINE ENVIRONMENTS. PROVIDE 0.2 THICK SOLVENT FREE EPOXY COATING TO OUTSIDE FACE OF WALLS. FORMAT SHOWN BASED ON > 100KPa ALLOWABLE BEARING PRESSURE OF NATIVE SOIL. FROM ENDS AND FIXED AS SHOWN ON SEQ-SEW-1301-1. BRACKET ANGLE TO SUIT BUILT FORM OF PRECAST WALL AND CAST BASE JOINT.
AUTH.
SEWERAGE STANDARD DRAWING
SEQ WATER SERVICE PROVIDERS 20/08/15 AMENDED NOTES 2 AND 6, AMENDED MIN WALL THICKNESS IN SECTION B
QUU REQUIRES CONCRETE MAINTENANCE HOLE TO BE CAST IN-SITU. SEE SEQ-SEW-1301 SET
DESIGN INPUT BY RPEQ REQUIRED FOR TRAFFIC LOADS, STRUCTURAL DESIGN AND NATIVE SOIL CONDITIONS, REFER NOTES 3, 6 AND 7
4.
B
END OF WALL SECTION TO BE EPOXY COATED & SEALED WITH HYDROPHILIC GASKET AS SHOWN IN SEQ-SEW-1312-1
IL
MANHOLE COUPLING DETAIL (SEE SEQ-SEW-1302-1 AND SEQ-SEW-1313-1).
'B'-SEE TABLE
FLOW
DATE
4 ANCHOR BRACKETS EQUALLY SPACED SEE NOTE 8
50
PROTECT SURFACES AGAINST CHEMICAL ATTACK (SEE NOTE 4)
TO SUIT PIPE MATERIAL (SEE SEQ-SEW-1301-8 & SEQ-SEW-1302-1) 450
REV. No.
50
4 ANCHOR BRACKETS EQUALLY SPACED REFER SEQ-SEW-1301-1
OBVERT CONNECTION POINT (SEE NOTE 5)
FSL
20
300 (SEE NOTE 3)
MAINTENANCE HOLE DN
225 MIN (SEE NOTE 6)
125
" "R CURVE RADIUS "R" = 2.5 x PIPE INTERNAL DIA.
PLAN
MH DEPTH 6000 MAX
250
WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE OCCUPATIONAL HEALTH & SAFETY LEGISLATION
"Y" TYPE MAINTENANCE HOLE
SEWERS DN600 AND DN750 TYPICAL ARRANGEMENT
GCCC
LCC
RCC
QUU
DRAWING No.
SEQ-SEW-1309-1 NOT TO SCALE
UW VERSION
B ORG DATE: 1/1/2013
A
DN1200 GRP SURVEY SET-OUT 1200 x 1200 x SO 1.4
MIN.
MASS CONCRETE FILL
225
SO 1.5
SO 1.3 SO 1.2
SO 1.1
PRE-CAST CONCRETE COVER SLAB WITH CLASS B D.I. BOLT DOWN LID. BOLT DOWN WITH 4/316 S/S BOLTS. UNDERSIDE OF COVER TO BE LINED WITH CORROSION RESISTANT MATERIAL
(1.2m LENGTH) FLEXIBLE SEAL
CON
CRET E EN KEEP CAS CLEA E TE E R OF COL J O INT LARS
PLAN
NSL RL. 3.87
PLAN ON M.H
1200 DIA
DN1200 GRP
PIPE (1.2m LENGTH)
PRE-CAST
DESIGN INPUT BY RPEQ REQUIRED FOR TRAFFIC LOADS, STRUCTURAL STEEL DESIGN AND NATIVE SOIL CONDITIONS, REFER NOTES
SHAFT SECTIONS TO SUIT MANUFACTURER'S SPECIFICATIONS. MANUFACTURER TO SUBMIT WORKSHOP DRAWINGS FOR APPROVAL PRIOR TO MANUFACTURE
USE IN QUU AND UNITYWATER AREAS SUBJECT TO SPECIFIC APPROVAL
NOTES
SELECT BACKFILL TO COMPLY WITH THE CODE 1200 DIA ROCKER PIPE (1.2m LENGTH)
1200 DIA ROCKER PIPE (1.2m LENGTH) PRE-CAST BEND
PRE-CAST BEND
SO 1.4
SO 1.3
SO 1.1
MASS N15 CONCRETE FILL
1. MANHOLE SHAFT TO BE SUITABLE TO SUPPORT DESIGN TRAFFIC LOAD. 2. COVER SLAB TO BE DESIGNED AND SUPPLIED BY MANHOLE MANUFACTURER. 3. ALL MATERIALS REQUIRED FOR MANHOLE INSTALLATION TO BE SUPPLIED BY MANHOLE SUPPLIER WITH EXCEPTION OF BACKFILL MATERIALS AND IN-SITU CONCRETE. 4. VARIATIONS TO DESIGN SUBJECT TO APPROVAL BY SEQ-SP. 5. SUPPLIER TO SPECIFY EXTENTS, LOCATION AND VOLUME OF CONCRETE REQUIRED FOR PREVENTING FLOTATION. NO CONCRETE ALLOWED OVER FLEXIBLE JOINTS. 6. ALL INTERNAL EXPOSED SURFACES TO BE CORROSION RESISTANT. 7. MANUFACTURER TO PROVIDE DETAIL DRAWINGS FOR APPROVAL PRIOR TO MANUFACTURE. 8. ALL GRP TEES, BENDS AND RISER COMPONENTS SHALL BE MINIMUM STIFFNESS OF SN10,000.
MIN 50 THICK STONE BEDDING LAYER, MINIMUM BEARING CAPACITY OF 150 KPa
A
SECTION TYPICAL
REV. No.
DATE
DESCRIPTION
AUTH.
SEWERAGE STANDARD DRAWING
SEQ WATER SERVICE PROVIDERS WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE OCCUPATIONAL HEALTH & SAFETY LEGISLATION
"Z1" TYPE NON-TRAFFICABLE TYPICAL GRP MH OPTION DN1200 AND LARGER SEWERS
GCCC
LCC
RCC
QUU
DRAWING No.
SEQ-SEW-1310-1 NOT TO SCALE
UW VERSION
A ORG DATE: 1/1/2013
SHAFT WALL (BORED OPENING) ENTRY/EXIT WALL WITH BLOCKOUT GROUT
50x6 S/S CLAMP RING 2-M16 BOLTS
COVER, REFER EITHER SEQ-SEW-1300-1 OR SEQ-SEW-1308-1.
JACKING PIPE PROJECTION
INCREASE DEPTH WHERE REQUIRED TO ENABLE REINSTATEMENT OF EXISTING SERVICES TO ORIGINAL LEVEL
GROUT INJECTION PORT (LOCATE WITHIN JOINT AREA)
ATTACHMENT OF ODOUR CONTROL. COMPRESSIBLE PACKER AROUND PIPE DN375 PVC VENT RISER 6m LONG TEMPORARY SHORING AS REQUIRED FOR CONSTRUCTION NITOSEAL OF SIMILAR IN 15 WIDE x 10 DEEP REBATE AROUND PIPE
N12-150 E.W. TOP
GROUT FILL BLOCKOUT 3-N24 BTM. 1-N24 RING BTM. 3-N24 BTM.
SHAFT BASE
TYPICAL PIPE PENETRATION DETAIL
1600
2 ADDITIONAL SETS OF WALL HORIZONTAL BARS TO PERIMETER IN ROOF SLAB TYPICAL N24-150 E.W. BTM. WALL THICKNESS AND REINFORCING DEPTH TO WALL WALL INVERT THICKNESS S/S BRACKET 'D' 'T' REINFORCING 13m
1600
DESIGN INPUT BY RPEQ REQUIRED FOR TRAFFIC LOADS, STRUCTURAL STEEL DESIGN AND NATIVE SOIL CONDITIONS, REFER NOTES. USE IN UNITYWATER AREA SUBJECT TO SPECIFIC APPROVAL
NOTES: 1. TYPICAL DETAILS SHOWN. PERMANENT WORKS SHAFTS SHALL BE INDIVIDUALLY DESIGNED FOR TRAFFIC LOADING, JACKING FORCES, PENETRATION SEALING, ANTI FLOATATION, SHAFT TOE DESIGN FOR SOIL CONDITIONS, REINFORCING STEEL AND VENTILATION.
REFER NOTE 2.
LOCATE ACCESS OPENINGS TO SUIT SHAFT SITE AND BENCHING LAYOUT
REFER NOTE 8
N16 CIRCULAR TRIMMER TOP AND BOTTOM 50 COVER OVER DN375 VENT OPENING PIPE PENETRATION REFER TYPICAL DETAIL TO BE CONFIRMED BY SUB -CONTRACTOR INCOMING TUNNEL INVERT LEVEL OF TUNNEL BENCH AS REQUIRED AFTER TUNNELS COMPLETED
A
3N24 TRIMMERS BOTTOM COG WHERE SHOWN AT SLAB EDGE
PLAN - RECEPTION SHAFT ROOF SLAB MAIN REINFORCEMENT OMITTED FOR CLARITY
HYDROTITE STRIP (CJ1020-2K-AD) OR APPROVED EQUIVALENT
PROVIDE AREA OF GRP REINFORCING TO 300 CLEAR OF THE DESIGNATED PIPE OD AT NOMINATED DIVERSION SEWER ENTRY POINTS
FOR WALL REINF. REFER TABLE TYPICAL N12 'U' BARS, SPACING TO MATCH VERTICAL REINFORCEMENT SPACING TYPICAL U.N.O.
REFER TO NOTE 4.
N12-200 E.W. BTM.
250mm CENTREBULB WATERSTOP CONTINUOUS (WELDED JOINTS) TYPICAL
N20-150 E.W. TOP
2 ADDITIONAL BARS CONTINUOUS TO PERIMETER IN BASE SLAB TYPICAL
2. REINFORCEMENT AS PER STRUCTURAL DESIGN. CONCRETE SHALL BE S40 MINIMUM WITH 75 COVER WITH ALL INTERNAL SURFACES TO BE PROVIDED WITH A PE PROTECTIVE COATING IN ACCORDANCE WITH THE CODE. 3. SHAFTS SHALL HAVE A MINIMUM DESIGN LIFE OF 100 YEARS. 4. KNIFE GATE DETAILS AS PER THE CODE REQUIRED ONLY FOR COLLECTION MANHOLE LOCATED IMMEDIATELY UP STREAM OF PUMP STATION. 5. SHAFT DETAILS ARE SUBJECT TO CONFIRMATION BY SUB-CONTRACTOR AND APPROVAL BY SERVICE PROVIDER PRIOR TO WORKS COMMENCING. 6. FOR BENCHING DETAILS REFER SEQ-SEW-1309-1. 7. ALL STAINLESS STEEL TO BE GRADE 316. 8. WHERE LOCATED IN AGGRESSIVE SOILS, HIGH WATER TABLE AND SALINE ENVIRONMENTS, PROVIDE 0.3 THICK SOLVENT FREE EPOXY COATING TO OUTSIDE FACE OF WALL. 9. ALL DIMENSIONS ARE IN MILLIMETRES.
DENOTES SETOUT POINT REFER TO SHAFT SITE PLANS FOR COORDINATES REV. No.
DATE
DESCRIPTION
A SECTION -
N.T.S
AUTH.
SEWERAGE STANDARD DRAWING
SEQ WATER SERVICE PROVIDERS WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE OCCUPATIONAL HEALTH & SAFETY LEGISLATION
"Z2" TYPE TYPICAL TUNNEL JACKING SHAFT - CAISSON OPTION
GCCC
LCC
RCC
QUU
DRAWING No.
SEQ-SEW-1311-1 NOT TO SCALE
UW VERSION
A ORG DATE: 1/1/2013
50
PC CONVERTER & ACCESS SURROUND CONNECTIONS REFER AW-SEW-1300-1.
FSL
INSIDE FACE OF
PRECAST MANHOLE DETAILS TO BE IN ACCORDANCE WITH AW-SEW-1300-1 UNLESS NOTED OTHERWISE SUBMIT DESIGN & CERTIFICATION OF ALL PRECAST COMPONENTS FOR APPROVAL PRIOR TO DELIVERY. B
REFER TO NOTE 3.
'HYDROTITE' WATERSTOP OR APPROVED EQUAL
6-400X100X8 SS PLATES EVENLY SPACED AROUND PC SHAFT. DRILL & EPOXY INTO PC WALL EMBEDMENT LENGTH 100mm MIN (SEE DETAIL 1).
OUTSIDE FACE OF
2-N12 - 200 CIRCULAR TRIMMERS (WELDED 300 LAP)
SHAFT OVER
6-N12 'L' BARS (300 COG.) RADIALLY & EQUALLY SPACED AROUND PC SHAFT. DRILL EPOXY INTO WALL EMBEDMENT LENGTH 3/4 WALL WIDTH MIN.
A
MANHOLE ACCESS PLAN
INTERNAL PROTECTIVE COATINGS IN ACCORDANCE WITH CODE.
50 TYP.
CJ
550 TYP.
CJ
DRILL & EPOXY 6N20 'L' BARS (RADIALLY & EQUALLY SPACED) EMBEDMENT LENGTH TO BE 3/4 PC SHAFT WALL THICKNESS MAX.
LAP EPOXY OVER PIPE ENDS
CJ
CJ
N12-200 E.W & E.F LAP HORIZ. BARS AS REQUIRED 2:1 SAND-CEMENT MORTAR 50mm MIN. THICK SCREED (TYP.) N32MASS CONCRETE BENCHING
REFER TO NOTE 5.
'HYDROTITE' WATERSTOP OR APPROVED EQUIVALENT INSTALLED TO MANUFACTURERS SPECIFICATIONS.
CJ
CJ
CJ
CJ
A
REV. No.
DATE
DESCRIPTION
SECTION
MASS CONCRETE BENCHING
AUTH.
VERTICAL BARS TO BE TRIMMED 50mm CLEAR OF PIPE OD REFER TO PIPE PENETRATION DETAIL ON AW-SEW-1311-1.
SEWERAGE STANDARD DRAWING
SEQ WATER SERVICE PROVIDERS WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE OCCUPATIONAL HEALTH & SAFETY LEGISLATION
6. ALL CAST INSITU CONCRETE S40 WITH 75mm COVER TO REINFORCEMENT. 7. ALL DIMENSIONS ARE IN MILLIMETRES.
N12-200 E.W T & B 50mm THICK BLINDING LAYER ACROSS EXTENT OF EXCAVATION.
4. EXTERNAL STRAPPING TO BE SS316