PROJECT No. DRAWING No. A1 SIZE DATE REV A person using the Aurecon drawings and other data accepts the risk of: 1. Using the drawings and other data in electronic form without requesting and checking them for accuracy against the original hard copy versions; 2. Using the drawing or other data for any purpose not agreed to in writing by Aurecon. Wherever a discrepancy in the contract documents is found and unless directed otherwise by the Principal/Engineer, the contractor shall adopt, at their own cost the greater quantum, class of finish, grade, or specification where applicable. ABN: 54 005 139 873 22/05/2014 1:28:19 p.m. C CORDER PARK SEWER PUMPING STATION 220423 S-1300 NELSON 03/04/13 NOT FOR CONSTRUCTION TENDER S-1300 3D VIEW S-1300 3D VIEW (NO ROOF)
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PROJECT No. DRAWING No.
A1SIZE DATE REV
A person using the Aurecon drawings and other data accepts the risk of:1. Using the drawings and other data in electronic form without requesting and checking them for accuracy against the original hard copyversions;2. Using the drawing or other data for any purpose not agreed to in writing by Aurecon.Wherever a discrepancy in the contract documents is found and unless directed otherwise by the Principal/Engineer, the contractor shalladopt, at their own cost the greater quantum, class of finish, grade, or specification where applicable.
ABN: 54 005 139 873
22/0
5/20
14 1
:28:
19 p
.m.
C
CORDER PARK SEWER PUMPING STATION
220423 S-1300
NELSON
03/04/13
NOT FOR CONSTRUCTIONTENDER
S-1300 3D VIEW S-1300 3D VIEW (NO ROOF)
CLIENT PROJECT
TITLE
PROJECT No.
SCALE
DRAWING No. REV
SIZE
A1
REV DATE REVISION DETAILS APPROVAL DRAWN DESIGNED
CHECKED
APPROVED
DATE
C
28/0
5/20
14 8
:43:
00 a
.m.
CORDER PARK SEWER PUMPING STATION
NEW PUMPSTATION - CORDER PARK
220423
S-1301
J.TURNER N.GILLING
M.RICHARDS
21.05.14J.FINNEGANJ.FINNEGAN
STRUCTURAL DRAWING INDEX
NELSON
NOT FOR CONSTRUCTIONTENDER
STRUCTURAL DRAWING INDEX
SHEET No. REVISION
S-1300 C STRUCTURAL COVER SHEET
S-1301 C STRUCTURAL DRAWING INDEX
S-1302 B GENERAL NOTES
S-1310 B PROPOSED CONSTRUCTION SEQUENCE
S-1311 C PILE PLAN
S-1312 C PILE HEADER GROUND BEAM PLAN AND DETAILS
S-1320 C WET WELL FLOOR PLAN
S-1321 C DRY WELL (LOWER) FLOOR PLAN
S-1322 C GENERATOR ROOM, DRY WELL (UPPER) FLOOR PLAN
S-1330 C ROOF PLAN
S-1331 B ROOF PLAN - REINFORCEMENT DETAILS
S-1340 C CROSS SECTIONS SHEET 1
S-1341 D CROSS SECTIONS SHEET 2
S-1342 B CROSS SECTIONS SHEET 3
S-1345 B CROSS SECTIONS PUMP PLINTH DETAILS
S-1350 C CONCRETE DETAILS SHEET 1
S-1351 C CONCRETE DETAILS SHEET 2
S-1352 C CONCRETE DETAILS SHEET 3
S-1353 B CONCRETE DETAILS SHEET 4
S-1361 C STEEL DETAILS AND INTERNAL STAIR DETAILS
S-1365 D WET WELL ACCESS PLATFORM AND ACCESS LIDS
S-1370 B WALL ELEVATIONS SHEET 1
S-1371 B WALL ELEVATIONS SHEET 2
S-1372 B WALL ELEVATIONS SHEET 3
S-1301 CUT 3D VIEW
A 29.05.13 TENDER ISSUE
B 09.07.13 REISSUE FOR TENDER
C 27.05.14 REISSUE FOR TENDER
30/05/2014
susans
Alec Louverdis
1. GENERAL ABBREVIATIONS AS FOLLOWS: 2. ABBREVIATIONS FOR REINFORCED CONCRETE
ALT - ALTERNATING B - BOTTOMARCH - ARCHITECT(S) Bb - BOTTOM BARS, BOTTOM LAYERBOS - BOTTOM OF STEEL Bt - BOTTOM BARS, TOP LAYERBLG - BUILDING T - TOPC/C - CENTRE TO CENTRE Tb - TOP BARS, BOTTOM LAYERCJ - CONSTRUCTION JOINT Tt - TOP BARS, TOP LAYERCOS - CHECK ON SITE EW - EACH WAYCONC - CONCRETE EF - EACH FACECOV - COVER TO REINFORCEMENT FF - FAR FACECVR - COVER TO REINFORCEMENT NF - NEAR FACECL - CENTRE LINE REBAR - REINFORCING BARSCRS - CENTRES REINF - REINFORCEMENTC/W - COMPLETE WITH STP(S) - STIRRUP(S)DFT - DRY FILM THICKNESS STR(S) - STARTER(S)DPM - DAMP-PROOF MEMBRANE R - PLAIN ROUND REBAR GRADE 300DIA - DIAMETER eg. R20 REFERS TO GRADE 300FFL - FINISHED FLOOR LEVEL PLAIN ROUND REBAR 20mm DIA.FPBW - FULL PENETRATION BUTT WELD HR - PLAIN ROUND REBAR GRADE 500FWAR - FILLET WELD ALL ROUND eg. HR20 REFERS TO GRADE 500GALV - GALVANISED PLAIN ROUND REBAR 20mm DIA.GL - GROUND LEVEL D - DEFORMED REBAR GRADE 300HD - HOLDING DOWN (BOLT) eg. D20 REFERS TO GRADE 300ID - INSIDE DIAMETER DEFORMED REBAR 20mm DIA.IL - INVERT LEVEL H - DEFORMED REBAR GRADE 500LG - LONG eg. H20 REFERS TO GRADE 500MAX - MAXIMUM DEFORMED REBAR 20mm DIA.MIN - MINIMUM RB - DEFORMED REID BAR (GRADE 500)MS - MILD STEEL eg. RB20 REFERS TO DEFORMEDNOM - NOMINAL REID BAR 20mm DIA,NTS - NOT TO SCALE M - MESHO/A - OVERALL eg. M665 REFERS TO 665 MESHOD - OUTSIDE DIAMETERPC - PRECAST CONCRETE GRADE 500 REFERS TO GRADE 500E MARAD - RADIUSREQ'D - REQUIREDRL - REDUCED LEVELSED - SMALL END DIAMETER 3. ABBREVIATIONS FOR STRUCTURAL STEELSTGD - STAGGEREDSPEC - SPECIFICATION UB - UNIVERSAL BEAMSQ - SQUARE UC - UNIVERSAL COLUMNSS - STAINLESS STEEL PFC - PARALLEL FLANGE CHANNELTOS - TOP OF STEEL TFC - TAPER FLANGE CHANNELTHRU - THROUGH TFB - TAPER FLANGE BEAMTYP - TYPICAL EA - EQUAL ANGLEU/S - UNDERSIDE UA - UNEQUAL ANGLEUNO - UNLESS NOTED OTHERWISE SHS - SQUARE HOLLOW SECTIONWP - WELD PLATE RHS - RECTANGULAR HOLLOW SECTIONø - DRILL DIAMETER CHS - CIRCULAR HOLLOW SECTION
1. STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH THESPECIFICATION, CIVIL AND BUILDING SERVICES DOCUMENTS.
2. UNLESS NOTED OTHERWISE, ALL REDUCED LEVELS (RLs) ARE IN METRES,AND ALL DIMENSIONS ARE IN MILLIMETRES
3. DIMENSIONS SHALL NOT BE OBTAINED BY SCALING FROM DRAWINGS.
4. CONTRACTOR TO CAREFULLY REVIEW ALL ENGINEERING DRAWINGS PRIORTO ANY CONSTRUCTION OR FABRICATION. ANY DISCREPANCIES ON THEDRAWINGS SHALL BE REFERRED TO THE ENGINEER FOR RESOLUTIONBEFORE PROCEEDING WITH THE WORK.
5. THE STABILITY OF THE STRUCTURE DURING CONSTRUCTION IS THERESPONSIBILITY OF THE CONTRACTOR.
6. THE METHOD OF EXCAVATION AND TEMPORARY SUPPORT OF ALL CUTFACES OUTSIDE OF THE ENCLOSED SECANT PILES IS THE RESPONSIBILITY OFTHE CONTRACTOR
7. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THECURRENT CODES OF PRACTICE EXCEPT WHERE VARIED BY SPECIFICATIONOR THE DRAWINGS
8. WHERE PROPRIETARY PRODUCTS ARE SPECIFIED IN THE DOCUMENTS THECONTRACTOR MAY SUBMIT AN ALTERNATIVE PRODUCT FOR APPROVAL. ALLMATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITHMANUFACTURERS SPECIFICATION.
9. THE ENGINEER SHALL INSPECT STRUCTURAL DETAILS TO CM3 AS DEFINEDIN THE ACENZ/IPENZ MODEL CONDITIONS. CONTACT THE ENGINEER AT LEAST48 HOURS PRIOR TO ARRANGE INSPECTION WHEN REQUIRED.
1. REFERENCE STANDARD : NZS3106:2009 - WATER RETAINED STRUCTURES
2. TIGHTNESS CLASS : 2
3. ROOF LIVE LOAD : 5 KPa
4. ROOF IMPOSED DEAD LOAD : 3.5 KPa (SOIL AND MEMBRANES)
5. CONCRETE DESIGN FOR WATER RETAINING COMPONENTS ie FLOORS, WALLSEXPOSURE CLASSIFICATION : U (CONCRETE IN CONTACT WITH GROUND)CONCRETE STRENGTH : 40MPa WITH 30% FLY ASHWATER-BINDER RATIO : 0.35TOTAL BINDER CONTENT : 350 kg/m³REINFORCEMENT : GRADE 300E OR 500E AS INDICATED
CLIENT PROJECT
TITLE
PROJECT No.
SCALE
DRAWING No. REV
SIZE
A1
REV DATE REVISION DETAILS APPROVAL DRAWN DESIGNED
CHECKED
APPROVED
DATE As indicated
B
22/0
5/20
14 1
:28:
28 p
.m.
CORDER PARK SEWER PUMPING STATION
NEW PUMPSTATION - CORDER PARK
220423
S-1302
J.TURNER N.GILLING
M.RICHARDS
21.05.14J.FINNEGAN
J.FINNEGAN
GENERAL NOTES
NELSON
NOT FOR CONSTRUCTIONTENDER
A 29.05.13 TENDER ISSUE
B 09.07.13 REISSUE FOR TENDER30/05/201430/05/2014
susans
Alec Louverdis
CONCRETE TRENCHINDICATIVE WATER TABLE
STAGE 1: CREATE CONCRETE TRENCH TEMPLATE AND MARK PILE LOCATIONS
WATER TABLE
STAGE 2: INSTALL SOFT SECONDARY PILES(EVERY SECOND ONE)
PLANCONCRETE TRENCH
HARD REINFORCED PILE
SOFT NON-REINFORCED PILE
STAGE 3: INSTALL HARD PRIMARY PILES WITH REINFORCEMENT CAGE AND CONCRETE
WATER TABLE
STAGE 4: CAST GROUND BEAMS AND ALLOW 10DAYS TO SET PRIOR TO EXCAVATION
EX
CA
VA
TE
EXCAVATE
WATER TABLE
STAGE 5: TEMPORARY PROP GROUND BEAMS
WATER TABLE
STAGE 6 EXCAVATE TO THE REQUIRED DEPTHTO CAST THE FLOOR
WATER TABLE
STAGE 7: CAST FLOORSALLOW FOR DEPRESSURISINGOF WATER UNDER SLAB
WATER TABLE
STAGE 8: CAST WALLS AND INSTALL ROOF,REMOVE TEMPORARY PROPPING ONCE SET.
FU
LL D
EP
TH
STAGE 9: SEAL DEPRESSURE VALVES IN FLOOR SLAB ONCE ROOF HAS BEEN CAST AND CURED
FOR TOP OF PILES LOWER THAN EXISTING GROUND,BATTER ADJACENT GROUND TO SUITABLE SLOPE.
FOR TOP OF PILES LOWER THAN EXISTING GROUND,BATTER ADJACENT GROUND TO SUITABLE SLOPE.
FOR TOP OF PILES LOWER THAN EXISTING GROUND,BATTER ADJACENT GROUND TO SUITABLE SLOPE.
OUTLINE OF CONCRETE STAIRSABOVE (ZONE OF TYPE P03 PILES)REFER PILE TYPE P03 ELEVATION
PILE TYPE P03 (LEVEL TOP OF PILEVARIES) PILE HEADER BEAM TOSPAN UNDER STAIRS REFERELEVATION
01S-1312
04S-1312
03S-1312
02S-1312
2
4- GENERATOR ROOM RL 12.900 m
5- WET WELL ROOF RL 15.600 m
6- ROOF RL 16.500 m
3
4- GENERATOR ROOM RL 12.900 m
5- WET WELL ROOF RL 15.600 m
6- ROOF RL 16.500 m
AC B
2
4- GENERATOR ROOM RL 12.900 m
5- WET WELL ROOF RL 15.600 m
3
4- GENERATOR ROOM RL 12.900 m
5- WET WELL ROOF RL 15.600 m
6- ROOF RL 16.500 m
A CB
CLIENT PROJECT
TITLE
PROJECT No.
SCALE
DRAWING No. REV
SIZE
A1
REV DATE REVISION DETAILS APPROVAL DRAWN DESIGNED
CHECKED
APPROVED
DATE 1 : 50
C
22/0
5/20
14 1
:28:
45 p
.m.
CORDER PARK SEWER PUMPING STATION
NEW PUMPSTATION - CORDER PARK
220423
S-1312
AMcKEOWN
N.GILLING
M.RICHARDS
21.05.14J.FINNEGANJ.FINNEGAN
PILE HEADER GROUND BEAMPLAN AND DETAILS
NELSON
NOT FOR CONSTRUCTIONTENDER
1 : 50
S-1312 PILE GROUND BEAM PLAN
SECTION 1 : 50 S-1312
01
SECTION 1 : 50 S-1312
02
SECTION 1 : 50 S-1312
03
SECTION 1 : 50 S-1312
04
A 15.04.13 ISSUE FOR TENDER
B 29.05.13 TENDER ISSUE
C 09.07.13 REISSUE FOR TENDER
30/05/201430/05/2014
susans
Alec Louverdis
01S-1340
2
05S-1342
45S-1350
500
C01 C01 C01 C01
C02 C02 C02
500
06S-1342
1:9
FA
LL
1:1
3
A
3280
1:1
RL 9.600 m RL 9.600 m
RL 9.600 m RL 9.600 m
RL 10.400 m
300
C02
46S-1350
C
B
400
200
200
200
SUMP RL 8.500 m
44S-1350
RL 9.000 m
200
3410 3710 2630
500
04S-1341
PUMP PLINTHSREFER S-1345 FORSET OUT
300
9750
7600
8330
300 300
200
73S-1353
5050
8500
7000
200
1600
5400
200
2480
500500
1315
027
80
500
5050
8900
74S-1353
VALVE PLINTHS REFERS-1345 FOR SET OUT
25 mm FALL
RL 9.000 m
RL 8.975 m
RL 9.000 m
RL 9.000 m
200
1450
45x30 mm DEEPDRAINAGE CHANNEL(TYPICAL)
FALL
FA
LL
FA
LL
FA
LL
FA
LL
FALL
45x30 mm DEEPDRAINAGE CHANNEL(TYPICAL)
BAFFLE
FALL
LEGEND:
300 SLAB THICKNESS (REFER PLAN)
SPAN DIRECTION
A325 A325 WEBFORGE GRATING
NOTES:
1. REFER TO S-1302 FOR STRUCTURAL DESIGN DATA
NOTE: ALL WALL PIPE PENETRATIONS TO BE COORDINATED WITH CIVIL DRAWINGS BEFORE CONSTRUCTION
CLIENT PROJECT
TITLE
PROJECT No.
SCALE
DRAWING No. REV
SIZE
A1
REV DATE REVISION DETAILS APPROVAL DRAWN DESIGNED
CHECKED
APPROVED
DATE As indicated
C
22/0
5/20
14 1
:28:
53 p
.m.
CORDER PARK SEWER PUMPING STATION
NEW PUMPSTATION - CORDER PARK
220423
S-1320
J.TURNER N.GILLING
M.RICHARDS
21.05.14J.FINNEGAN
J.FINNEGAN
WET WELL FLOOR PLAN
NELSON
NOT FOR CONSTRUCTIONTENDER
COLUMN LEGEND
C01 75SHS5
C02 100SHS5
A 15.04.13 ISSUE FOR TENDER
B 29.05.13 TENDER ISSUE
C 09.07.13 REISSUE FOR TENDER
30/05/201430/05/2014
susans
Alec Louverdis
01S-1340
2
05S-1342
02S-1340
J2-150PFC-J3J3-150PFC-J2 J1-2
00P
FC
-J1
J3-2
00P
FC
-J1
J3-2
00P
FC
-J1
J1-2
00P
FC
-J3
J1-2
00P
FC
-J3
A325
45S-1350
06S-1342
3
A
J2-150PFC-J2 J2-150PFC-J2
UP UP
RL 10.400 m
RL 10.400 m
WET WELL
DRY WELL
PUMP PLINTHSREFER S-1345
C
B
J2-150PFC-J2 J2-150PFC-J2
04S-1341
71S-1353
J2-200PFC-J2
J2-200PFC-J2
HANDRAIL
RL 10.980 m RL 10.980 m
9750
7600
8330
3100
1350
3450
300
300300
300SQx300 DEEP SUMP
300
FALL
73S-1353
200
7000
400
5050
2980
300
1600
850
200
8500
200
200
8030
300
7200
200
200 200
100SHS5100SHS5 100SHS5
75SHS5
100SHS5100SHS5 100SHS5
75SHS575SHS5 75SHS5
1593
0
3410 3710 2430
9950
1050
8500
74S-1353
REMOVABLEGRATING HATCH
VALVEPLINTHSREFER S-1345
FALL
45x30 mm DEEPDRAINAGE CHANNEL(TYPICAL)
FA
LL
FALL
FA
LL
FALL
LEGEND:
300 SLAB THICKNESS (REFER PLAN)
SPAN DIRECTION
A325 A325 WEBFORGE GRATING
NOTES:
1. REFER TO S-1302 FOR STRUCTURAL DESIGN DATA
STEEL CONNECTION KEY
J1-200PFC-J1
RIGHT HAND JOINT TYPE-REFER S-1361
MEMBER SIZE
LEFT HAND JOINT TYPE-REFER S-1361
ALL STEELWORK TO BE TREATED AS PERTHE SPECIFICATION TO 'EXPOSED EXTERIORMILD STEELWORK'
NOTE: ALL WALL PIPE PENETRATIONS TO BE COORDINATED WITH CIVIL DRAWINGS BEFORE CONSTRUCTION
CLIENT PROJECT
TITLE
PROJECT No.
SCALE
DRAWING No. REV
SIZE
A1
REV DATE REVISION DETAILS APPROVAL DRAWN DESIGNED
CHECKED
APPROVED
DATE As indicated
C
22/0
5/20
14 1
:29:
02 p
.m.
CORDER PARK SEWER PUMPING STATION
NEW PUMPSTATION - CORDER PARK
220423
S-1321
J.TURNER N.GILLING
M.RICHARDS
21.05.14J.FINNEGAN
J.FINNEGAN
DRY WELL (LOWER) FLOOR PLAN
NELSON
NOT FOR CONSTRUCTIONTENDER
A 15.04.13 ISSUE FOR TENDER
B 29.05.13 TENDER ISSUE
C 09.07.13 REISSUE FOR TENDER
30/05/201430/05/2014
susans
Alec Louverdis
01S-1340
2
05S-1342
101S-1365
02S-1340
300
06S-1342
3
A
RL 12.900 m
A325 A325
DOWN DOWN
150PFC
75E
A6
J2-150PFC-J2
75E
A6
J2-150PFC-J2150PFC
J1-2
00P
FC
-J1
75E
A6
75E
A6
ST
RIN
GE
R
RL 10.980 m
WET WELL
DRY WELL
GENERATOR ROOM MSB ROOM
RL 12.900 m
300
75E
A6
75E
A6
A325
8000
4800
41S-1350
41S-1350
42S-1350
43S-1350
C
B
J1-2
00P
FC
-J1
J1-2
00P
FC
-J1
300
300
03S-1341
300
300
150PFC150PFC
150PFC
91S-1361
RL 10.980 m
DOWN
RL 10.980 m RL 10.980 m
300300
RL 10.400 m
J2-150PFC-J2
J2-150PFC-J2J2-150PFC-J2
J2-150PFC-J2
J2-150PFC-J2150PFC J2-150PFC-J2
64S-1352
04S-1341
71S-1353
72S-1353
150P
FC
HAND RAILS
HAND RAILS
200 mm NIB
200 mm NIB
RL 12.900 m
RL 12.900 m
300
25 SERIES BLOCK WALL
2500
3500
300
1000
4500
7400
4225 2625
200
200
7000
400
8030
300
850
200
8500
200
100SHS5 100SHS5100SHS5
100SHS5 100SHS5100SHS5
240
3985
9750
330
7600
J2-1
50P
FC
-J2
REMOVABLEGRATING
REMOVABLEGRATING
150PFC
150PFC
04S-1312
03S-1312
02S-1312
RL 12.930 m
LEGEND:
300 SLAB THICKNESS (REFER PLAN)
SPAN DIRECTION
A325 A325 WEBFORGE GRATING
NOTES:
1. REFER TO S-1302 FOR STRUCTURAL DESIGN DATA
STEEL CONNECTION KEY
J1-200PFC-J1
RIGHT HAND JOINT TYPE-REFER S-1361
MEMBER SIZE
LEFT HAND JOINT TYPE-REFER S-1361
ALL STEELWORK TO BE TREATED AS PERTHE SPECIFICATION TO 'EXPOSED EXTERIORMILD STEELWORK'
NOTE: ALL WALL PIPE PENETRATIONS TO BE COORDINATED WITH CIVIL DRAWINGS BEFORE CONSTRUCTION
CLIENT PROJECT
TITLE
PROJECT No.
SCALE
DRAWING No. REV
SIZE
A1
REV DATE REVISION DETAILS APPROVAL DRAWN DESIGNED
CHECKED
APPROVED
DATE As indicated
C
22/0
5/20
14 1
:29:
09 p
.m.
CORDER PARK SEWER PUMPING STATION
NEW PUMPSTATION - CORDER PARK
220423
S-1322
J.TURNER N.GILLING
M.RICHARDS
21.05.14J.FINNEGAN
J.FINNEGAN
GENERATOR ROOM, DRY WELL (UPPER) FLOOR PLAN
NELSON
NOT FOR CONSTRUCTIONTENDER
A 15.04.13 ISSUE FOR TENDER
B 29.05.13 TENDER ISSUE
C 09.07.13 REISSUE FOR TENDER
30/05/201430/05/2014
susans
Alec Louverdis
01S-1340
2
05S-1342
101S-1365
1600
400
x 60
0mm
PR
EC
AS
T C
ON
C. B
EA
M
400
x 60
0mm
PR
EC
AS
T C
ON
C. B
EA
M
400
x 60
0mm
PR
EC
AS
T C
ON
C. B
EA
M
400
x 60
0mm
PR
EC
AS
T C
ON
C. B
EA
M
500
x 70
0mm
PR
EC
AS
T C
ON
C. B
EA
M
02S-1340
750 5850 1900
RL 16.294 m
RL 16.297 m
RL 15.375 m
150PRECAST
175UNISPAN WITH 100 mm TOPPING
175UNISPAN WITH 100 mm TOPPING
175UNISPAN WITH 100 mm TOPPING
52S-1351
51S-1351
54S-1351
53S-1351
57S-1351
1600 400 1600 400 1600 400 1600
RL 16.500 m
200mm NIB
RL 16.500 m
200 mm NIB
150 mm NIB
RL 16.500 m
06S-1342
500
x 70
0mm
PR
EC
AS
T C
ON
C. B
EA
M
200mm NIB
RL 15.600 m
3
A
C
B
55S-1351
59S-1351
58S-1351
56S-1351
60S-1352
03S-1341
64S-1352
HAND RAIL
04S-1341
71S-1353
72S-1353
100
2. REFER TO CIVIL DRAWING FOR ROOF MEMBRANE ANDROOF DRAINAGE
3. CONTRACTOR TO SUBMIT TO ENGINEER METHOD OFPROPPING PRIOR TO CONSTRUCTION
CONCRETE GROUNDBEAM, TOP OF SECANTPILES
RL 15.400 m
FA
LL
FA
LL
56aS-1351
FA
LL
RL 16.275 m
RL 16.300 m
RL 16.277 m
RL 16.300 m
9750
8330
7600
2100
2700
300
500kVa TRANSFORMER PAD
RL 15.400 m
RL 15.575 m
61S-1352
62S-1352
760
190760
190
ODOUR CONTROL UNIT PAD
2000 300
6055
2000
2000
63S-1352
PROP TO MANUFACTURERS SPECIFICATIONS
PROP TO MANUFACTURERSSPECIFICATIONS
PROP TO MANUFACTURERSSPECIFICATIONS
250
7350
250
200
750
100
(PR
OP
AT
MID
SP
AN
)
(PR
OP
AT
MID
SP
AN
)
(PR
OP
AT
MID
SP
AN
)
(PR
OP
AT
MID
SP
AN
)
(PR
OP
AT
MID
SP
AN
)(P
RO
P A
T M
IDS
PA
N)
ACCESS HATCHESWITH COVERS
LEGEND:
300 SLAB THICKNESS (REFER PLAN)
SPAN DIRECTION
A325 A325 WEBFORGE GRATING
NOTES:
1. REFER TO S-1302 FOR STRUCTURAL DESIGN DATA
NOTE: ALL WALL PIPE PENETRATIONS TO BE COORDINATED WITH CIVIL DRAWINGS BEFORE CONSTRUCTION
CLIENT PROJECT
TITLE
PROJECT No.
SCALE
DRAWING No. REV
SIZE
A1
REV DATE REVISION DETAILS APPROVAL DRAWN DESIGNED
CHECKED
APPROVED
DATE As indicated
C
22/0
5/20
14 1
:29:
15 p
.m.
CORDER PARK SEWER PUMPING STATION
NEW PUMPSTATION - CORDER PARK
220423
S-1330
J.TURNER N.GILLING
M.RICHARDS
21.05.14J.FINNEGAN
J.FINNEGAN
ROOF PLAN
NELSON
NOT FOR CONSTRUCTIONTENDER
A 15.04.13 ISSUE FOR TENDER
B 29.05.13 TENDER ISSUE
C 09.07.13 REISSUE FOR TENDER
30/05/201430/05/2014
susans
Alec Louverdis
2 3
A
C
B
H16 TRIMMERBARS
(TY
P)
1000
LA
P
SE72 MESH50 mm TOP COVER
SE72 MESH50 mm TOP COVER
H16 TRIMMERBAR (TYPICAL)
H16 TRIMMERBAR (TYPICAL)
8330
7600
H16 TRIM BARS
2-H20
2-H202-H20
2-H20
2-H20
SE72 MESH50 mm TOP COVER
D20
-200 600
D20-200
D20
-200 600
D20-200
D20
-200
600
D20
-200
D20-200
600
H16
-400
SA
DD
LE B
AR
S
1000
1000
400
2000
LO
NG
ST
AG
GE
RE
D
D12
-200
ST
AG
GE
RE
D
(TY
PIC
AL)
200
600
H16
-400
SA
DD
LE B
AR
S
1000
400
2000
LO
NG
ST
AG
GE
RE
D1000
2-H202-H20
D20-200 STAGGERED
1150
1150
1150
CLIENT PROJECT
TITLE
PROJECT No.
SCALE
DRAWING No. REV
SIZE
A1
REV DATE REVISION DETAILS APPROVAL DRAWN DESIGNED
CHECKED
APPROVED
DATE 1 : 50
B
22/0
5/20
14 1
:29:
17 p
.m.
CORDER PARK SEWER PUMPING STATION
NEW PUMPSTATION - CORDER PARK
220423
S-1331
AMcKEOWN
N.GILLING
M.RICHARDS
21.05.14J.FINNEGANJ.FINNEGAN
ROOF PLAN - REINFORCEMENT DETAILS
NELSON
NOT FOR CONSTRUCTIONTENDER
1 : 50
S-1331 ROOF REINFORCEMENT DETAILS
A 29.05.13 TENDER ISSUE
B 09.07.13 REISSUE FOR TENDER30/05/201430/05/2014
susans
Alec Louverdis
1- WETWELL FLOOR RL 9.000 m
2- DRY WELL (LOWER) RL 10.400 m
3- DRY WELL (UPPER) RL 10.980 m
4- GENERATOR ROOM RL 12.900 m
5- WET WELL ROOF RL 15.600 m
6- ROOF RL 16.500 m
05S-1342
06S-1342
A
J1-200PFC-J3 J3-200PFC-J1
J1-200PFC-J1
75S
HS
5
46S-1350
C B
SECANT PILES
04S-1341
-J4
BAFFLE
200 CONCRETEWALL
100S
HS
5
100S
HS
5
PROP DURINGCONSTRUCTION OF
ROOF
RL 14.750 m
3- DRY WELL (UPPER) RL 10.980 m
4- GENERATOR ROOM RL 12.900 m
5- WET WELL ROOF RL 15.600 m
6- ROOF RL 16.500 m
05S-1342
51S-1351
06S-1342
A
41S-1350
B 55S-1351
03S-1341
04S-1341
71S-1353
100
2200 300 2200 300 2200
100
400
2625
NOTE: ALL WALL PIPE PENETRATIONS TO BE COORDINATED WITH CIVIL DRAWINGS BEFORE CONSTRUCTION
CLIENT PROJECT
TITLE
PROJECT No.
SCALE
DRAWING No. REV
SIZE
A1
REV DATE REVISION DETAILS APPROVAL DRAWN DESIGNED
CHECKED
APPROVED
DATE As indicated
C
22/0
5/20
14 1
:29:
20 p
.m.
CORDER PARK SEWER PUMPING STATION
NEW PUMPSTATION - CORDER PARK
220423
S-1340
J.TURNER N.GILLING
M.RICHARDS
21.05.14J.FINNEGANJ.FINNEGAN
CROSS SECTIONSSHEET 1
NELSON
NOT FOR CONSTRUCTIONTENDER
SECTION 1 : 50 S-1320
01
SECTION 1 : 50 S-1321
02
A 15.04.13 ISSUE FOR TENDER
B 29.05.13 TENDER ISSUE
C 09.07.13 REISSUE FOR TENDER
30/05/2014
susans
Alec Louverdis
2- DRY WELL (LOWER) RL 10.400 m
2
3- DRY WELL (UPPER) RL 10.980 m
4- GENERATOR ROOM RL 12.900 m
5- WET WELL ROOF RL 15.600 m
6- ROOF RL 16.500 m
3
72S-1353 WEBFORGE STEEL
HAND SYSTEM(REFER NOTE 1)
RL 12.900 m
RL 15.750 mRL 15.650 m PILE HEADER BEAM,
REFER SHEET S-1352
1- WETWELL FLOOR RL 9.000 m
2- DRY WELL (LOWER) RL 10.400 m
01S-1340
2
3- DRY WELL (UPPER) RL 10.980 m
4- GENERATOR ROOM RL 12.900 m
5- WET WELL ROOF RL 15.600 m
6- ROOF RL 16.500 m
02S-1340
52S-1351
51S-1351
53S-1351
3
43S-1350
91S-1361
64S-1352
250UB26
100S
HS
5
100S
HS
5
100S
HS
5
LIFTING BEAM (TO BE CONFIRMED)
65012001050120028001200
1200
WEBFORGE STEELHAND SYSTEM(REFER NOTE 1)
400
EXHAUST PIPEPENETRATION (TO BECONFIRMED)
212519502125
ø 600
ø500
ø500
ø600
RL 10.730 m
RL 11.540 mRL 11.540 m
RL 10.730 m
2200 1150
400 2500 300 1000 500 1000
2000
500
2500
200
CLIENT PROJECT
TITLE
PROJECT No.
SCALE
DRAWING No. REV
SIZE
A1
REV DATE REVISION DETAILS APPROVAL DRAWN DESIGNED
CHECKED
APPROVED
DATE 1 : 50
D
28/0
5/20
14 8
:43:
45 a
.m.
CORDER PARK SEWER PUMPING STATION
NEW PUMPSTATION - CORDER PARK
220423
S-1341
J.TURNER N.GILLING
M.RICHARDS
21.05.14J.FINNEGANJ.FINNEGAN
CROSS SECTIONSSHEET 2
NELSON
NOT FOR CONSTRUCTIONTENDER
SECTION 1 : 50 S-1322
03
SECTION 1 : 50 S-1320
04
A 15.04.13 ISSUE FOR TENDER
B 29.05.13 TENDER ISSUE
C 09.07.13 REISSUE FOR TENDER
D 27.05.14 REISSUE FOR TENDER
NOTE: 1. ALL EXTERNAL STEEL SHALL BE PROTECTED WITH A ZINC SPRAY COATING OF 250 MICRONS INACCORDANCE WITH AS/NZS 2312 AND THE SPECIFICATIONS.2. ALL WALL PIPE PENETRATIONS TO BE COORDINATED WITH CIVIL DRAWINGS BEFORE CONSTRUCTION.
30/05/201430/05/2014
susans
Alec Louverdis
1- WETWELL FLOOR RL 9.000 m
2- DRY WELL (LOWER) RL 10.400 m
01S-13402
3- DRY WELL (UPPER) RL 10.980 m
4- GENERATOR ROOM RL 12.900 m
5- WET WELL ROOF RL 15.600 m
6- ROOF RL 16.500 m
3
46S-1350
55S-1351
56S-1351
SECANT PILE
4000 525 2000 1650 1200 1200 660
1380
900
900 13
80
11502125195021251150
56aS-1351
NOTE: REFER TO CIVIL DRAWING C-1141FOR DETAILS OF PIPE PENETRATIONS
ø1000
ø800
ø800
ø1000
1- WETWELL FLOOR RL 9.000 m
2- DRY WELL (LOWER) RL 10.400 m
01S-1340
2
3- DRY WELL (UPPER) RL 10.980 m
4- GENERATOR ROOM RL 12.900 m
5- WET WELL ROOF RL 15.600 m
6- ROOF RL 16.500 m
02S-1340
54S-1351
57S-1351
3
41S-1350
AS-1345
42S-1350
SECANT PILES
91S-1361
NOTE: ALL WALL PIPE PENETRATIONS TO BE COORDINATED WITH CIVIL DRAWINGS BEFORE CONSTRUCTION
H16-200 VERTICAL WALLBARS, 75 mm COVER(FRONT FACE)
H20-200-EF
C
H16-200-Bt
B
2000
H16-200-Bb 75 mmCOVER
3000
mm
LA
P
WET WELL DRY WELL
4400 LAP H16 WITH H25
H25 STARTERS - 200 EF
H20-200-EF VERTICAL
H16-200-EF HORIZONTAL
2267 LAP
300
20 mmHYDROPHILIC STRIP H20-200-B, 75 mm
COVER
20 mmHYDROPHILIC STRIP
200
H16-200-EF VERT
H12-200-EF HORIZ
1500 LAP 20 mmHYDROPHILIC STRIP
VOLCLAY WATERPROOFINGSYSTEM
BARS REQUIRING TERMINATIONDUE TO PIPE PENETRATION TOHAVE 90° STANDARD HOOK(TYPICAL)
PILE TYPE P01
PILE TYPE P04
H12-400 DRILL AND EPOXYWITH RAMSET C6 OREQUIVALENT 150 mmMINIMUM INTO EVERYHARD PILE
200
PILE SURFACES TO BEWELL CLEANED OF DIRTPRIOR TO CONSTRUCTIONOF WALL (TYPICAL)
H12-400 DRILL AND EPOXYWITH RAMSET C6 OREQUIVALENT 150 mmMINIMUM INTO EVERYHARD PILE
1- WETWELL FLOOR RL 9.000 m
2
200 1000 SQ SUMP PIT 300
500
300
SECANT PILE
H16-200-EW T&B
SLAB REINFORCING REFER DETAIL 46
20 mmHYDROPHILIC STRIP
RL 9.800 m
PLINTH, REFERSHEET S-1345
1000
CLIENT PROJECT
TITLE
PROJECT No.
SCALE
DRAWING No. REV
SIZE
A1
REV DATE REVISION DETAILS APPROVAL DRAWN DESIGNED
CHECKED
APPROVED
DATE As indicated
C
22/0
5/20
14 1
:29:
41 p
.m.
CORDER PARK SEWER PUMPING STATION
NEW PUMPSTATION - CORDER PARK
220423
S-1350
J.TURNER N.GILLING
M.RICHARDS
21.05.14J.FINNEGANJ.FINNEGAN
CONCRETE DETAILSSHEET 1
NELSON
NOT FOR CONSTRUCTIONTENDER
SECTION 1 : 10 S-1322
41 SECTION 1 : 10 S-1322
42
SECTION 1 : 10 S-1322
43
SECTION1 : 25 S-1320
46
DETAIL 1 : 10 S-1320
44
DETAIL 1 : 20 S-1320
45
NOTE: SLABS ON GRADE TO HAVE VOLCAYWATERPROOFING SYSTEM ON 25 mm CRUSHED DUSTBLINDING CLEAN CUT SUBGRADE. COMPACT ANY LOOSEMATERIAL AND REPLACE ANY SOFT SPOTS WITHCOMPACTED HARDFILL
A 15.04.13 ISSUE FOR TENDER
B 29.05.13 TENDER ISSUE
C 09.07.13 REISSUE FOR TENDER
30/05/201430/05/2014
susans
Alec Louverdis
5- WET WELL ROOF RL 15.600 m
6- ROOF RL 16.500 m
UNISPAN 75100 SEATING
H16
2-H20
H12-400 STARTERS850 mm LAP WITH MESH
575
400
200
HR10-200 STIRRUPS
300
LOUVER
3-H20
2-H16
HR10-400 STIRRUPS
VA
RIE
SV
AR
IES
75 mm BEARING STRIP
2
5- WET WELL ROOF RL 15.600 m
6- ROOF RL 16.500 m
600
LAP
850mm LAP
25 SERIES BLOCK WALL
H12-400-EW
H12 STARTER BARS AT 400CENTRES ALTERNATE SIDEUNISPAN 75