Post on 25-Apr-2020
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
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
STANDARD ABBREVIATIONS
CONCRETE COVERSENVIRONMENT CONCRETE COMPRESSIVE STRENGTH f'c (MPa)
SURFACES CAST AGAINSTAND EXPOSED TO EARTH
SURFACES CAST AGAINSTDPM ON EARTH
EXTERIOR ENVIRONMENT WITHIN500m OF HIGH TIDE MARK
OTHER EXTERIORENVIRONMENT
SURFACES EXPOSED TOEARTH (NON-AGRESSIVE ORPROTECTED BY D.P.M.)
INTERIOR ENVIRONMENT NOTSUBJECTED TO REPETEDWETTING OR DRYING
25 30 40
75 75 75
50
50
40
40
25
50 50
45 40
35 30
35 30
20 20
NOTE:CONCRETE COVERS ARE THE MINIMUM DISTANCE TO ANY REINFORCING STEEL,INCLUDING STIRRUPS AND TIES
LAP LENGTHS FOR DEFORMED BARS (mm)BAR SIZE 10
NOTE:IF LAP LENGTHS ARE NOT SPECIFICALLY STATED ON THE DRAWINGS THEFOLLOWING SHALL BE USED.
GRADE 300 (D)
GRADE 500 (H)
12 16 20 25 32
500 600 800 1000 1250 1600
700 850 1150 1400 1750 2250
BOTH SIDES
OTHER SIDE
ARROW SIDE
LOCATION FILLET V BUTT BEVEL BUTT SQUARE BUTT U BUTT J BUTT
WELD SYMBOLS
8 10x6
SIZE OF FILLET WELDSFILLET WELDS WITH
UNEQUAL LEGS
WELD DIMENSIONS
LEG LENGTH OF WELD IN mm AHEAD OFWELD SYMBOL
BOTH LEGS IN mm. REFER TODRAWINGS FOR ORIENTATION
150
LENGTH OF WELD
LENGTH OF WELD IN mm FOLLOWSSYMBOL. IF NO LENGTH SHOWN THEWELD EXTENDS THE FULL LENGTH OFTHE JOINT
75(150)
INTERMITTENT WELDS
LENGTH OF WELD SHOWNUNBRACKETED. LENGTH OF GAPSHOWN BRACKETED
8SP
PROCEDURE ORSPECIFICATION
SUPPLEMENTARY SYMBOLS
WELD ALL AROUND INDICATED BY ANOPEN CIRCLE. FIELD WELD BY A FLAT INAN EASTERLY WIND.
INDICATED BY A TAIL ON THE ARROWBEARING A REFERENCE TO APROCEDURE, SCHEDULE ORSPECIFICATION CLAUSE.
GRIND FLUSH
INDICATED BY A LINE APPEARING ABOVEOR/AND BELOW THE SYMBOL. BELOWFOR ARROW SIDE AND ABOVE FOROTHER SIDE.
BACKING STRIP
BUTT WELDS ONLY. INDICATED BY 2SINGLE LINES ABOVE EACH OTHERPOSITIONED ON THE OPOSITION SIDETO THE SYMBOL.
WELD ALL AROUND ANDFIELD (SITE) WELD
NOT USED
EDGE OR SEAL
NOT USED
PLUG WELD
NOT USED
LAP WELD (FOR REBAR)
SEALING RUNBEHIND WELDS
INDICATED BY A HALF CIRCLEPOSITIONED ON THE OPOSITION SIDETO THE SYMBOL.
SIGNIFICANCE OF SYMBOL POSITION
SYMBOL UNDER LINE:WELD APPLIES TO THE SIDE OF THEJOINT THAT THE ARROW POINTS AT
SYMBOL ABOVE LINE:WELD APPLIES TO THE OPPOSITE SIDEOF THE JOINT THAT THE ARROWPOINTS AT
6
240 OVERALL LAP
50 150 PITCH20 OVERHANG 20 OVERHANG
(1 SQUARE+50mm)
200 CODE REQUIREMENT
SIDE LAP
150 PITCH
150 PITCH
150 PITCH
75 OVERHANG
75 OVERHANG
350 OVERALL LAP
50
(1 SQUARE+50mm)
200 CODE REQUIREMENT
REINFORCING MESH LAPPING DETAILS
END LAP
STANDARD COG(90° ANCHORAGE)
STANDARD STIRRUP/TIE HOOK(135° ANCHORAGE)
STANDARD HOOK(180° ANCHORAGE)
D
16 -PLAIN
12 -DEFORMEDdb
db
db
D
8 -
PLAIN
6 -
DEFORM
ED
d b
db
D
db
(65mm min.)
4- db
BARSIZE
MAINSTEEL
STIRRUPSAND TIES
6 30 22
10 50 32
12
16
20
25
32
40
60
80
40
60
100 70
150
195
240
.....
.....
.....
MINIMUM FORMER PIN DIAMETERS "D"FOR BENDING REINFORCING BARS
REINFORCING BENDING DETAILS
d b
(65m
mm
in.)
REBAR CRANKED SPLICE DETAIL
NO
MIN
AL
RE
BA
RD
IAM
ET
ER
NO
MIN
AL
RE
BA
RD
IAM
ET
ER
+ 7
mm
START OF BEND
50mm min TO 11x BAR DIA.
START OF BEND
50mm min> TO
13x BAR DIA.
SINGLE LAP WELD DETAILSEE AS1554:PART 3
OR AS PER LAP TABLE
LAP LENGTH AS DETAILED©
© = 6x NOMINAL REBAR DIAMETER
GENERAL NOTES
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.
MINIMUM BOLT EDGE DISTANCES AND PITCHBOLT SIZE,
df
SHEARED ORHAND FLAME CUT
EDGEROLLED PLATE,MACHINE FLAMECUT, SAWN ORPLANED EDGE
ROLLED EDGE OF AROLLED SECTION
mm mm mm
M12
M16
M20
M24
M30
M36
21
28
35
42
53
63
18
24
30
36
45
54
15
20
25
30
38
45
M10 18 15 13
PITCH
MIN. PREF.
mm
25
mm
32
30 40
40
50
60
80
90
50
70
80
100
120
STRUCTURAL DESIGN DATA
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
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.
GROUND BEAMGROUND BEAMS, ASPER SHEET S-1313
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
:28:
31 p
.m.
CORDER PARK SEWER PUMPING STATION
NEW PUMPSTATION - CORDER PARK
220423
S-1310
J.TURNER N.GILLING
M.RICHARDS
21.05.14J.FINNEGANJ.FINNEGAN
PROPOSED CONSTRUCTION SEQUENCE
NELSON
NOT FOR CONSTRUCTIONTENDER
1 : 50
S-1310 CONSTRUCTION SEQUENCE
A 29.05.13 TENDER ISSUE
B 09.07.13 REISSUE FOR TENDER30/05/201430/05/2014
2
600 DIA SECONDARYSECANT PILE'PILE TYPE P04'
600 DIA PRIMARYSECANT PILE'PILE TYPE P01'
OPEN CORNER PILE TOBE A 'PILE TYPE P01'
500
550
9750
3
A 300
300
C
B
500
300
7600
8330
TYPE P04
TYPE P04
2200 2125 1950 2125 1350
TYPE P01
TYPE P01
FACE OF PILE
FACE OF NEW WALL
FACE OF PILE
INT
ER
NA
L F
AC
E O
F N
EW
WA
LL
FA
CE
OF
PIL
E
CE
NT
RE
PIL
E
CENTRE PILE
CENTRE PILE
CE
NT
RE
PIL
E
CENTRE PILE
PILES:
PILE TYPES P01, P02 & P03 - 600DIA PRIMARY SECANT PILE(HARD REINFORCED PILE)
PILE P04 - 600 DIA SECONDARYSECANT PILE(SOFT UNREINFORCED PILE)
NOTES:1. REFER SPECIFICATION FOR PILEPROPERTIES
2. OTHERS FOR SET OUT OF GRID TOBOUNDARY
3. REFER TO S-1302 FOR STRUCTURALDESIGN DATA
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
NOTE : ALL SECANT PRIMARYPILES SHOWN TO BE TYPE P01UNLESS NOTED OYHERWISE
OUTLINE OF DRY WELL WALLSABOVE (ZONE OF P02 TYPEPILES) REFER PILE TYPE P02ELEVATION
(RE
FE
R P
ILE
ELE
VA
TIO
NS
)
PR
IMA
RY
PIL
ES
TY
PE
P02
NOTE : ALL SECANT PRIMARYPILES SHOWN TO BE TYPE P01UNLESS NOTED OYHERWISE
960
ON
EP
ILE
P04
400
PE
NE
TR
AT
ION
LOC
AT
ION
TYPE P04
550
TW
OP
ILE
P04
1000
PE
NE
TR
AT
ION
LOC
AT
ION
TYPE P01
TYPE P01
600 1575 500
500 PILE PENETRATION LOCATION ON PILE P04
1450 500 1575 600
HEAVY TEMPORARY PROPPING REQUIREDTO SUPPORT THE GROUND BEAMS ATEACH END UNTIL THE INTERNAL WET WELLWALL SUPPORTS THE GROUND BEAM
R 300
VARIES 70 - 100mm
PILE TYPE P01 - 600 DIA
R16 SPIRALS AT 150CENTRES, 75 mm MINIMUMCOVER
8-H25 VERTICAL BARS
75 MINIMUM COVER
PILE TYPE P04PILE TYPE P04
2-H32 VERTICAL BARS ONINTERNAL FACE
TYPE P01 TYPE P02 TYPE P03
RE
FE
RS
PE
CIF
ICA
TIO
N
MIN
IMU
M11
mD
EP
TH
GENERATOR ROOMRL 12.900
A
500x1200 PILE HEADERBEAM, REFER DETAILSSHEET S-1352 (TYPICAL)
DRY WELLWALL
S T A I R S
1200
500
1200
500
NOTE: TERMINATE ALL PILE SPIRALSWITH WELDED LAP SPLICE OR 135° HOOK(TYPICAL)
500
1200
LEVEL VARIES
WET WELL FLOORRL 9.000
MINIMUMRL 3.750
RL 14.750
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:
40 p
.m.
CORDER PARK SEWER PUMPING STATION
NEW PUMPSTATION - CORDER PARK
220423
S-1311
J.TURNER N.GILLING
M.RICHARDS
21.05.14J.FINNEGAN
J.FINNEGAN
PILE PLAN
NELSON
NOT FOR CONSTRUCTIONTENDER
1 : 10
S-1311 SECANT PILES TYPICAL DETAIL
1 : 25
S-1311 SECANT PILES TYPICAL PRIMARY PILE ELEVATIONS
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
2 3
A
C
B
975076
0083
30
FACE OF PILE
FACE OF NEW WALL
FACE OF PILE
INT
ER
NA
L F
AC
E O
F N
EW
WA
LL
FA
CE
OF
PIL
E
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
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
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
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
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
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
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
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
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
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
:29:
32 p
.m.
CORDER PARK SEWER PUMPING STATION
NEW PUMPSTATION - CORDER PARK
220423
S-1342
J.TURNER N.GILLING
M.RICHARDS
21.05.14J.FINNEGANJ.FINNEGAN
CROSS SECTIONSSHEET 3
NELSON
NOT FOR CONSTRUCTIONTENDER
SECTION 1 : 50 S-1320
06
SECTION 1 : 50 S-1320
05
A 29.05.13 TENDER ISSUE
B 09.07.13 REISSUE FOR TENDER30/05/201430/05/2014
1- WETWELL FLOOR RL 9.000 m
2- DRY WELL (LOWER) RL 10.400 m
2
3- DRY WELL (UPPER) RL 10.980 m
3
BS-1345
CS-1345
2152
2152
1412
2152
2152
1412
RL 11.152 m RL 11.152 m
RL 10.412 m RL 10.412 m
RL 10.412 m
RL 11.152 m RL 11.152 m
RL 10.750 mRL 10.750 m
RL 9.970 m RL 9.970 m
RL 10.752 m
RL 9.970 m
J1-200PFC-J1150PFC
J1-200PFC-J1
J3-200PFC-J1 J3-200PFC-J1
J1-200PFC-J1
1000
2 3
AS-1345
B
1225 600 750 600 475 400 550 400 600 400 550 400 475 600 750 600 175
CL CL CL CL
1100
300
900
500
600
4130
4280
500
4280
500
300 300
250 250 250 250
300 300
2125 1950 2125 1350
RL 9.800 mRL 9.500 m RL 9.500 m
RL 9.800 m
S U
M P 60
041
30
1100
300
500 500
650
650
PIP
E C
EN
TR
E L
INE
PIP
E C
EN
TR
E L
INE
PIP
E C
EN
TR
E L
INE
PIP
E C
EN
TR
E L
INE
320
270
270
320
365 365 365 365500 500
900
500
(30
0PF
C)
(30
0PF
C)
(30
0PF
C)
(30
0PF
C)
(30
0PF
C)
(30
0PF
C)
(30
0PF
C)
(30
0PF
C)
RL 11.152 m
RL 10.752 m
RL 10.412 m
RL 9.970 m
24S-1345
25S-1345
1- WETWELL FLOOR RL 9.000 m
3- DRY WELL (UPPER) RL 10.980 m
21S-1345
30 mm PLATE
M30-650
300PFC CAST IN TO PLINTH1000 mm LONG
400
H12 BARS 850 LEGS
175
RL 11.152 m
1100
(TY
P)
50C
OV
ER
600
3-H12
3-H12
3-H12
3-H12
3-H12
3 SETS R10STIRRUPS AT 100CENTRES
1- WETWELL FLOOR RL 9.000 m
2- DRY WELL (LOWER) RL 10.400 m
30 mm PLATE
M24-450 CENTRES
300PFC CAST IN TO PLINTH800 mm LONG
H12 BARS 850 LEGS
175400
22S-1345
RL 10.412 m
2-H12
2 SETS R10STIRRUPS AT 100CENTRES
2-H12
2-H12
2-H12
2-H12
900
400
500
500
RL 9.500 m
2 SETS R10STIRRUPS AT 100CENTRES
8No H12
1- WETWELL FLOOR RL 9.000 m
800
600
RL 9.800 m
23S-1345
2 SETS R10STIRRUPS AT 100CENTRES
8No H12
(OR
500)
600
(OR 500)
600
2 SETS R10STIRRUPS AT 100CENTRES
3-H12
3-H12
2-H12
500x500 VALVE PLINTH SIMILAR
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
:29:
35 p
.m.
CORDER PARK SEWER PUMPING STATION
NEW PUMPSTATION - CORDER PARK
220423
S-1345
J.TURNER N.GILLING
M.RICHARDS
21.05.14J.FINNEGANJ.FINNEGAN
CROSS SECTIONSPUMP PLINTH DETAILS
NELSON
NOT FOR CONSTRUCTIONTENDER
DETAIL1 : 25 S-1342
A
1 : 25
S-1345 PLINTH LAYOUT PLAN
DETAIL 1 : 10 S-1345
B
SECTION 1 : 10 S-1345
21
DETAIL 1 : 10 S-1345
C
SECTION 1 : 10 S-1345
22
SECTION 1 : 10 S-1345
24 SECTION 1 : 10 S-1345
25
SECTION 1 : 10 S-1345
23
A 29.05.13 TENDER ISSUE
B 09.07.13 REISSUE FOR TENDER30/05/201430/05/2014
4- GENERATOR ROOM RL 12.900 m
300
2000mm LAP50 COVER
75 C
OV
ER
H12-200-T&B EW
H12-200 VERTICAL INSIDEFACE
H16-200 VERTICALSOUTSIDE FACE
H12-200 HORIZONTALEACH FACE
20 mmHYDROPHILIC STRIP 4- GENERATOR ROOM
RL 12.900 m
H12-200-EW T&B
75 C
OV
ER
50 C
OV
ER
H12-400 STARTERS850mm LEGS
25 SERIES BLOCK WORK H12-400 HORIZONTAL
H12-400 VERTICALCENTRALLY PLACED
2
4- GENERATOR ROOM RL 12.900 m
H12-200-EW T&B
H12-400 STARTERS850 mm LEGS
25 SERIES BLOCK WORK H12-400 HORIZONTAL
H12-400 VERTICALCENTRALLY PLACED
H16-200 VERTICAL
H12-200 HORIZONTAL
H12-400 STARTERS850 mm LEGS
200
SECANT PILE
300
VOLCLAYWATERPROOFING SYSTEM
500
1200
HR12-200STIRRUPS
8-H32
6-H32
2-H
32
2-H
32
1- WETWELL FLOOR RL 9.000 m
2- DRY WELL (LOWER) RL 10.400 m
3- DRY WELL (UPPER) RL 10.980 m
A
SECANT PILE
600
500
500 2780
500
H16-200-Bt H25-200-Bb
H25-200-Tt
H25-200 CENTRESTt, 75 mm COVER
H20-200-Tb
H20-200 CENTRES Tb
H16-200 VERTICALWALL BARS
H12-200 HORIZONTALWALL BARS
H20-200-T, 50 mmCOVER
H20-200-T&B
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
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
H16-400 SADDLE BARS(2000 LONG)
75 mm BEARING STRIP
6- ROOF RL 16.500 m
MESH
UNISPAN 75
400
4-H25
2-H20
HR10-200 STIRRUPS(2 SETS)
2-H20H12-400 SADDLE BARS(1600 LONG)
TYP.100 SEAT
75 mm BEARINGSTRIP
CHAMFER 15 TYP.
6040
40
135
40
40
175
425
135
6- ROOF RL 16.500 m
4-H25
2-H20
HR10-200 STIRRUPS(2 SETS)
1-H16, 2-H20, 1-H16
2-H16
H12-200
VA
RIE
S60
0
400
150 100 150
60
40 40
40
135
CHAMFER 15 mm TYP.
40
135
425
6- ROOF RL 16.500 m
VA
RIE
S
150
200
H16
H16
H16
H12-200
H12-200
D12-200 STARTERS
200
3
H16-200 VERTICALH12-200 HORIZONTAL
50
75
5050
VA
RIE
S
H16
TOP OF SECANT PILE
SEACANT PILE, REFERSHEET S-1311
HR12-200STIRRUPS
8-H32
500
50
MESH
2-H
32
2-H
32
5- WET WELL ROOF RL 15.600 m
6- ROOF RL 16.500 m
B
H16 H12-200 STARTERS850 mm LAP WITH MESH
H16
LOUVRE
H12-200-NF VERTICALH16-200-FF VERTICALH12-200-EF HORIZONTAL
400
50
HR12-200 LINKSOVER OPENING
75
50
H12-200 UBARS850 mm LAP WITH VERTICALS
75 75
50
6- ROOF RL 16.500 m
UNISPAN 75
H12-200 STARTERS850 mm LAP WITH MESH
HR12-200 LINKS
H16
150
H16
H12
5- WET WELL ROOF RL 15.600 m
75 mm BEARING STRIP
4-H25+1-H20
2-H20
HR10-200 STIRRUPS(2 SETS)
H16-400 SADDLE BARS(2000 LONG)
100 SEAT
4040
155
4060
155190
2-H20
40
525
175
500
5- WET WELL ROOF RL 15.600 m
6- ROOF RL 16.500 m
B
400
PRECAST CONC. BEAM
D12-200 STARTERS850 mm LAP WITH MESH
NO
TT
OS
CA
LE
2000
LEG
D12-200 STARTERS
PRECAST CONC. BEAM(BEHIND)
H20-200-EF VERTICALH16-200-EF HORIZONTAL
100EA10x400 LONG SEAT FORPRECAST BEAM WITH 2-D10TWAGGERS AT 200 CENTRES
55
75 75
3-H
12-1
50
H12 STARTER AT 200crs850mm LAP WITH MESH
H16
H16
400
75 mm BEARING STRIP
125
250
D12-200
5- WET WELL ROOF RL 15.600 m
6- ROOF RL 16.500 m
B
PRECAST CONC. BEAM
D12-200 STARTERS850 mm LAP WITH MESH
NO
TT
OS
CA
LE
2000
mm
LEG
HR12-200 LINKS
H20-200-EFVERTICAL
H12-200 STARTERS850 mm LAP WITH MESH
H16 TRIMMER BAR
H16
H16
75 mm BEARING STRIP
400
400
100EA10x400 LONG SEATFOR PRECAST BEAMWITH 2-D10-200TWAGGERS
D12-200-EW
H12-200-U BARS
CLIENT PROJECT
TITLE
PROJECT No.
SCALE
DRAWING No. REV
SIZE
A1
REV DATE REVISION DETAILS APPROVAL DRAWN DESIGNED
CHECKED
APPROVED
DATE 1 : 10
C
22/0
5/20
14 1
:29:
46 p
.m.
CORDER PARK SEWER PUMPING STATION
NEW PUMPSTATION - CORDER PARK
220423
S-1351
J.TURNER N.GILLING
M.RICHARDS
21.05.14J.FINNEGANJ.FINNEGAN
CONCRETE DETAILSSHEET 2
NELSON
NOT FOR CONSTRUCTIONTENDER
SECTION 1 : 10 S-1330
51 SECTION 1 : 10 S-1330
52 SECTION 1 : 10 S-1330
53
SECTION 1 : 10 S-1330
57
SECTION 1 : 10 S-1330
54
SECTION 1 : 10 S-1330
55
SECTION 1 : 10 S-1330
59
SECTION 1 : 10 S-1330
58
SECTION 1 : 10 S-1330
56 SECTION 1 : 10 S-1330
56a
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
H12-400
H12
200
-CP
H12 TRIMMER BARS300
150
LIFTING ANCHOR(TYPICAL)
HOLES FOR STEELSTUDS TO HOLDPANELS IN PLACE
150 671 300 460 300 670 150
175
300
2700
H12-200-EWTOP & BOTTOM
8 No 20 mm DIA HOLES FORM16 HD BOLTS, REFER PLANSHEET S-1330
RL 15.400 m
RL 15.575 m
1-H12 2-H12 2-H12 1-H12
H12-200 HOOPS
3
150 100 1500 100 150
2000
175
300
H12-200-EWTOP & BOTTOM
8 No 20 mm DIA HOLES FORM16 HD BOLTS, REFER PLANSHEET S-1330
1-H12 1-H12
H12-200 HOOPS
H12 HOOPS-200
H12-200-EWTOP & BOTTOM
RL 15.400 m
2000
300
5- WET WELL ROOF RL 15.600 m
6- ROOF RL 16.500 m
3
H16-200 VERTICAL WALL BARS
H12-200 HORIZONTAL
H16
H16
H12-200 STARTERS850 mm LAP WITH MESH
H12-400 STARTERS
65S-1352
500
SEACANT PILE, REFERSHEET S-1311
HR12-200 STIRRUPS(4 LEGS)
6-H32
8-H32
UNISPAN WITH 100 mm TOPPING,100 mm MINIMUM SEATING, 75 mmBEARING STRIP UNDER (TYPICAL)
1200
2-H
16
2-H
16
3
64S-1352
HARD PILE
HARD PILE
600 DIAMETERSECONDARY PILE (NOREINFORCEMENT)
6-H32
HR12-200 STIRRUPS
8-H32
H32 TOP AND BOTTOM
1200
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:
53 p
.m.
CORDER PARK SEWER PUMPING STATION
NEW PUMPSTATION - CORDER PARK
220423
S-1352
J.TURNER N.GILLING
M.RICHARDS
21.05.14J.FINNEGANJ.FINNEGAN
CONCRETE DETAILSSHEET 3
NELSON
NOT FOR CONSTRUCTIONTENDER
1 : 20
S-1330
S-1352 PRECAST PANEL LID
60
SECTION 1 : 20 S-1330
61
SECTION 1 : 20 S-1330
62
500kVa TRANSFORMER PAD
SECTION 1 : 20 S-1330
63
ODOUR CONTROL UNIT PAD
SECTION 1 : 10 S-1322
64 SECTION 1 : 10 S-1352
65
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
3- DRY WELL (UPPER) RL 10.980 m
4- GENERATOR ROOM RL 12.900 m
5- WET WELL ROOF RL 15.600 m
300 2500 300
75EA5 ANGLE
PRE CAST PANEL ROOF,REFER SHEET S-1352
WEBFORGE GRATING
H20-200-EF HORIZONTAL
H20-200-EF VERTICAL
H20-200-EW TOP & BOTTOM
90S-1361
OUTLINE SUMP BEYOND
STEEL STUDS TO HOLDPANELS IN PLACE (4NoPER PANEL)
4- GENERATOR ROOM RL 12.900 m
5- WET WELL ROOF RL 15.600 m
6- ROOF RL 16.500 m
A
300
H12-200 EF HORIZONTAL
H20-200 EF VERTICAL
S T A I R S
H12-200 EACH FACEHORIZONTAL
H12-200 INSIDE FACEVERTICALH16-200 OUTSIDE FACEVERTICAL
RL 15.750 mRL 15.625 m
1- WETWELL FLOOR RL 9.000 m
2- DRY WELL (LOWER) RL 10.400 m
3- DRY WELL (UPPER) RL 10.980 m
C
73S-1353
H16 STARTERS
RL 11.000 m
200
H16-200-EF
H12-200-EF
1- WETWELL FLOOR RL 9.000 m
3- DRY WELL (UPPER) RL 10.980 m
306S-1371
74S-1353
WETWELL FLOOR SLAB,REFER TYPICAL SECTIONSHEET S-1350
H12 STARTERS
RL 11.000 m
600
200
62570012551040630
CE
NT
RE
LIN
E
TOP OFWALL
H12-200-EF
H16
-200
-EF
RANDOM LAP
600
800
600
800
H12 TRIM, 900 LONG,TYPICAL ALLREENTRANT CORNERS
625 700 1255 1040 630
H12 STARTERSRL 9.980 m
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
:29:
57 p
.m.
CORDER PARK SEWER PUMPING STATION
NEW PUMPSTATION - CORDER PARK
220423
S-1353
J.TURNER N.GILLING
M.RICHARDS
21.05.14J.FINNEGANJ.FINNEGAN
CONCRETE DETAILSSHEET 4
NELSON
NOT FOR CONSTRUCTIONTENDER
SECTION1 : 25 S-1321
71SECTION1 : 25 S-1322
72
SECTION 1 : 20 S-1320
74SECTION 1 : 20 S-1320
73
A 29.05.13 TENDER ISSUE
B 09.07.13 REISSUE FOR TENDER30/05/201430/05/2014
90
200PFC
15mmDRYPACK2-M16 CHEMSET
BOLTS
150PFC
70
2-M16 8.8/S BOLTS12mm PLATE6FWAR TO PFC
200PFC
150
JOINT TYPE J1
200PFC
JOINT TYPE J2
200PFC
90
12mm PLATE LET IN TO SHS6FWAR2-M16 8.8/S BOLTS
JOINT TYPE J3 JOINT TYPE J4
100SHS
12mm END PLATE2-M16 CHEMSET ANCHORS
90
90
12mm END PLATE2-M16 CHEMSET ANCHORS
80 80
75SHS
15mm DRY PACK
3- DRY WELL (UPPER) RL 10.980 m
4- GENERATOR ROOM RL 12.900 m
AB
11 E
QU
AL
RIS
ER
S @
174
.5 =
192
0
150PFC
150PFC-J1
STRINGER
235 mm WIDE WEB FORGET4 STEEL TREAD
04S-1341
HAND RAIL
90S-1361
75EA675EA6 75EA6
AS-1361
10 EQUAL GOINGS @ 215 = 2150
150PFC 150PFC 150PFC
150PFC
WEBFORGE FLOOR
75EA ANGLEM16 CHEMSET AT 800crs
10mm PLATE6FWAR TO STRINGER 15
0PFC
150PFC
BS-1361
90
150PFC
2-M16 8.8/S BOTLS
10mm END PLATE6FWAR TO STRINGER
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
:30:
06 p
.m.
CORDER PARK SEWER PUMPING STATION
NEW PUMPSTATION - CORDER PARK
220423
S-1361
J.TURNER N.GILLING
M.RICHARDS
21.05.14J.FINNEGANJ.FINNEGAN
STEEL DETAILSAND INTERNAL STAIR DETAILS
NELSON
NOT FOR CONSTRUCTIONTENDER
SECTION 1 : 20 S-1322
91
SECTION 1 : 10 S-1353
90
SECTION 1 : 10 S-1361
A SECTION 1 : 10 S-1361
B
S-1361 3D VIEW - INTERNAL STAIR
A 15.04.13 ISSUE FOR TENDER
B 29.05.13 TENDER ISSUE
C 09.07.13 REISSUE FOR TENDER
30/05/2014
30/05/201430/05/2014
SLOT FOR 'D' RING ANDLOCKING PADLOCK
80EA
6
80EA
6
80mm LID OVERHANG
101S-1365
3
B
1900NIB200
1900
NIB200
NIB
200
NIB
200
900
6S-1365
HEAVY DUTY ALUMINUM HINGES(2 PER COVER) RECESSED INTOCONCRETE NIB, WELDED TOALUMINIUM CHECKER COVERAND 80EA6 ANGLE
4- GENERATOR ROOM RL 12.900 m
5- WET WELL ROOF RL 15.600 m
1900
100100
200
80EA6
6 mm THICK ALUMINUMCHEQUER PLATE
3
200PFC
102S-1365
90x10 mm BRACE CLEAT, 2-M20CHEMICAL ANCHORS DRILLEDAND GROUT TO WALL. ALLOW20 mm MORTAR UNDER
2-M20 BOLTSTO PFC
(TYP
)24
4
4S-1365
3S-1365
TOP OF FRAMERL 12.900
100x100 ANGLED10 STUDS AT 300 CENTRES
HEAVY DUTY 10mm NIB ALUMINUMTUBE WELDED TO 100x100 ANGLEAND 6mm ALUMINUM CHECKEREDPLATE FITTED WITH 10mm ROD ASHINGE
6 mm ALUMINUMCHECKERED PLATERECESS TO ENSURE
LID IS FLUSH
RUBBER INSULATIONPERIMETER OFHATCH
80
120
2 No 20 mm DIAMETERROD CAST INHANDGRIPS (REFERNOTE 1)
90 .
300.
120 .
46mm END PLATEWELDED TO HALFROUND
150 DIA HALF ROUND, 200mmLONG, WELDED TO ALUMINUMCHECKER PLATE
4
6mm THICKALUMINUM CHEQUERPLATE COVER
150 DIA HALF ROUND,WELDED TO CHEQUERPLATE
150
15 DIA TUBELIFTING HANDLE
5S-1365
DIMENSIONS WILL VARYTO SUIT WET WELL LIDS
REMOVABLE ALUMINUMGRATING MOUNTED ONFOUR CORNERBRACKETS
200
200
WELDED JOINTS
PLAN ELEVATION
WELDED JOINTS
FRONT ELEVATION
REMOVABLE ALUMINUM SAFETYGRATING MOUNTED ON THEFOUR CORNER BRACKETS
150 ALUMINUM PLATE
ALUMINUM PLATE
101S-1365
3
B
200PFC
75EA8200P
FC
200PFC
75EA6
WAL
L40
0
WALL200
M20 CHEMICAL ANCHORS @400 MAXIMUM CENTRESDRILLED AND GROUTED TOCONCRETE WALL (TYPICAL)
A325 WEBFORGE GRATING
480
20 mm DIAMETER RUNG LADDERFIXED TO WALL VIA 3 No 100x10 mmFOLDED PLATES EACH SIDE, M20CHEMICAL ANCHORS TO WALL
75EA6
200P
FC
900
1900
CLIENT PROJECT
TITLE
PROJECT No.
SCALE
DRAWING No. REV
SIZEA1
REV DATE REVISION DETAILS APPROVAL DRAWN DESIGNED
CHECKED
APPROVEDDATE As indicated
D
30/05
/2014
2:54
:09 p.
m.
CORDER PARK SEWER PUMPING STATION
NEW PUMPSTATION - CORDER PARK220423
S-1365
J.TURNER N.GILLING
M.RICHARDS
21.05.14J.FINNEGAN
J.FINNEGANWET WELL ACCESS PLATFORM
AND ACCESS LIDS
NELSONNOT FOR CONSTRUCTION
TENDER
1 : 20S-1365 WET WELL ACCESS LID PLAN
SECTION 1 : 20 S-1322
101
1 : 5
S-1365
S-1365 HINGE DETAIL
4 1 : 5
S-1365
S-1365 LID DETAIL
3
SECTION 1 : 5 S-1365
5 SECTION 1 : 5 S-1365
6
1 : 20S-1365 ALUMINUM SAFETY GRATE
1 : 5S-1365 ALUMINUM SAFETY GRATING BRACKET
S-1365 3D VIEW - WET WELL ACCESS PLATFORM
SECTION 1 : 20 S-1365
102
A 15.04.13 ISSUE FOR TENDERB 29.05.13 TENDER ISSUEC 09.07.13 REISSUE FOR TENDERD 27.05.14 REISSUE FOR TENDER
NOTE:1. ALL STEEL SHALL BE PROTECTED WITH A ZINC SPRAY COATING OF
250 MICRONS IN ACCORDANCE WITH AS/NZS 2312 AND THESPECIFICATIONS.
2. WETWELL TO BE LINED WITH CORROSION PROTECTION COATING.REFER TO SPECIFICATION 3.4.3
30/05/2014
2 3
A
C
B
01S-1370
02S-1370
03S-1370
04S-1370
05S-1371
05S-1371
06S-1371
07S-1371
09S-1372
10S-1372
08S-1371
11S-1372
12S-1372
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
AB
H12-200 INSIDE FACE
H16-200 OUTSIDE FACE
H12
-200
-EF
H16 TRIMMER BARSEACH FACE (TYPICALALL OPENINGS)
850 LAP
H12-200 INSIDE FACE
H16-200 OUTSIDE FACE
H12-200 STARTERS INSIDE FACEH16-200 STARTERS OUTSIDE FACE
H12-200 STARTERS INSIDE FACEH16-200 STARTERS OUTSIDE FACE
300
H12
-200
-EF
300
H12 UBARS-200, 850 LAPWITH VERTICAL (TYPICALAT OPENINGS)
REFER SHEET S-1351 FORNIB REINFORCEMENTDETAILS (TYPICAL)
H12-100 STIRRUPS(2 LEGS)
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
H12-200 INSIDE FACE
H16-200 OUTSIDE FACE
H12
-200
-EF
300
H12-200 STARTERS INSIDE FACEH16-200 STARTERS OUTSIDE FACE
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
A
300
300
H12-200 INSIDE FACE
H16-200 OUTSIDE FACE
H12
-200
-EF
H12-200 STARTERS INSIDE FACEH16-200 STARTERS OUTSIDE FACE
ALL EXTERIOR WALLS VIEWED FROM INSIDE
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
H12
-200
-EF
H12-200 STARTERS INSIDE FACEH16-200 STARTERS OUTSIDE FACE
H12
-200
-EF
H12-200 STARTERS INSIDE FACEH16-200 STARTERS OUTSIDE FACE
H12-200 INSIDE FACE
H16-200 OUTSIDE FACE
300
300
H12-200 INSIDE FACE
H16-200 OUTSIDE FACE
3-H16 T&B
H16 TRIMMERBARS EACH FACE
R10-100 STIRRUPS (2 LEGS)
1150
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
B
22/0
5/20
14 1
:30:
23 p
.m.
CORDER PARK SEWER PUMPING STATION
NEW PUMPSTATION - CORDER PARK
220423
S-1370
AMcKEOWN
N.GILLING
M.RICHARDS
21.05.14J.FINNEGANJ.FINNEGAN
WALL ELEVATIONSSHEET 1
NELSON
1 : 100
S-1370 PUMPING STATION WALLS - KEY PLAN
SECTION 1 : 50 S-1370
01
SECTION 1 : 50 S-1370
02 SECTION 1 : 50 S-1370
03 SECTION 1 : 50 S-1370
04
NOT FOR CONSTRUCTIONTENDER
A 29.05.13 TENDER ISSUE
B 09.07.13 REISSUE FOR TENDER30/05/2014
2 3
H12
-200
-EF
H16-200 STARTERS EF
H16-200 EF
300
300
250UB26
100S
HS
5
100S
HS
5
H16 TRIMMER BARSEACH FACE (TYPICALALL OPENINGS)
850
LAP
H12 UBARS-200, 850 LAPWITH VERTICAL (TYPICALAT OPENINGS)
H16 TRIMMER BARSEACH FACE (TYPICALALL OPENINGS)
REFER SHEET S-1351 FORNIB REINFORCEMENTDETAILS (TYPICAL)
PILE HEADERBEAM TO SPANUNDER STAIRS
H12STIRRUPS-100(2 LEGS)
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
A CB
H16-200-CP
H12
-200
-EF
850 LAP
200
H16-200 STARTERS
H16-200 CP
200
400 DIAMETER WALLPENETRATION (DRY PILES TO BEDRILLED AFTER CONSTRUCTION)
H16 TRIM(TYPICAL)
RL 10.600 m
1- WETWELL FLOOR RL 9.000 m
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
REFER WALLSECTION 07
H12 UBARS-200, 850 LAPWITH VERTICAL (TYPICALAT OPENINGS)
H12-200-INSIDE FACE
H12
-200
-EF
300
H16-200-OUTSIDE FACE
H12-200 STARTERS INSIDE FACE,H16-200 STARTERS OUTSIDE FACE
H12-100STIRRUPS(2 LEGS)
1- WETWELL FLOOR RL 9.000 m
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
1000x1000 SUMP PIT,REFER DETAIL SHEETS-1350
100S
HS
5
250UB26
200PFC
J1-200PFC-J1
H20-200 DRYWELL FACE (50 mm COVER)
H20
-200
-EF
H16 TRIMMER BARSEACH FACE (TYPICALALL OPENINGS)
850 LAP
H25-200 STARTERS-EF
400
H12 UBARS-200, 850 LAPWITH VERTICAL (TYPICALAT OPENINGS)
H20-200 WETWELL FACE (75 mm COVER)
3000
1500
LA
P
H16 TRIMMER BARS EF
NOTE: REFER TO CIVIL DRAWING C-1141FOR DETAILS OF PIPE PENETRATIONS
NOTE: VIEWED FROM DRY WELL
NOTE: ALL WALL PIPE PENETRATIONS TO BE COORDINATED WITH CIVIL DRAWINGS BEFORE CONSTRUCTION
A1
REV DATE REVISION DETAILS APPROVAL DRAWN DESIGNED
CHECKED
APPROVED
DATE As indicated
B
22/0
5/20
14 1
:30:
28 p
.m.
CORDER PARK SEWER PUMPING STATION
NEW PUMPSTATION - CORDER PARK
220423
S-1371
AMcKEOWN
N.GILLING
M.RICHARDS
21.05.14J.FINNEGANJ.FINNEGAN
WALL ELEVATIONSSHEET 2
NELSON
NOT FOR CONSTRUCTIONTENDER
SECTION 1 : 50 S-1370
05 SECTION 1 : 50 S-1353
06
SECTION 1 : 50 S-1370
08SECTION 1 : 50 S-1370
07
A 29.05.13 TENDER ISSUE
B 09.07.13 REISSUE FOR TENDER30/05/2014
1- WETWELL FLOOR RL 9.000 m
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
3
REFER SHEET S-1351 FORNIB REINFORCEMENTDETAILS (TYPICAL)
H16-200-CP
H12
-200
H16-200 STARTERS
200
850
LAP
850
LAP
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
C B
H16-200-CP
H12
-200
H16-200 STARTERS
200
1000 DIAMETER WALLPENETRATION (DRY PILESTO BE DRILLED AFTERCONSTRUCTION)
H16 TRIM(TYPICAL)
RL 10.600 m
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
AB
H12-400-CP
H12
-400
H12-400 STARTERS
25 SERIES BLOCK WALLALL CELLS FILLED CONSTRUCTION
H16 TRIMMER BARS ATEACH OPENING (TYPICAL)
200
200
240
1000x1000 SUMP PIT,REFER DETAIL SHEETS-1350
H16-200 STARTERS
H16-200-CP
H12-400 STARTERS
H12
-200
250UB26 250UB26
4- GENERATOR ROOM RL 12.900 m
5- WET WELL ROOF RL 15.600 m
6- ROOF RL 16.500 m
AB
H12-400-CP
H12
-400
H12-400 STARTERS
25 SERIES BLOCK WALLALL CELLS FILLED CONSTRUCTION
H16 TRIMMER BARS ATEACH OPENING (TYPICAL)
240
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
B
22/0
5/20
14 1
:30:
33 p
.m.
CORDER PARK SEWER PUMPING STATION
NEW PUMPSTATION - CORDER PARK
220423
S-1372
AMcKEOWN
N.GILLING
M.RICHARDS
21.05.14J.FINNEGANJ.FINNEGAN
WALL ELEVATIONSSHEET 3
NELSON
NOT FOR CONSTRUCTIONTENDER
SECTION 1 : 50 S-1370
09 SECTION 1 : 50 S-1370
10
SECTION 1 : 50 S-1370
11
SECTION 1 : 50 S-1370
12
A 29.05.13 TENDER ISSUE
B 09.07.13 REISSUE FOR TENDER30/05/2014