corder park sewer pumping station...

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.


NEW PUMPSTATION - CORDER PARK

220423

S-1301

J.TURNER N.GILLING

M.RICHARDS

21.05.14J.FINNEGANJ.FINNEGAN

STRUCTURAL DRAWING INDEX

NELSON


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-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-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

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


CHECKED

APPROVED

DATE As indicated

B

22/0

5/20

14 1

:28:

28 p

.m.



220423

S-1302

J.TURNER N.GILLING

M.RICHARDS

21.05.14J.FINNEGAN

J.FINNEGAN

GENERAL NOTES

NELSON



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.



GROUND BEAMGROUND BEAMS, ASPER SHEET S-1313

CLIENT PROJECT

TITLE

PROJECT No.

SCALE

DRAWING No. REV

SIZE

A1


CHECKED

APPROVED

DATE 1 : 50

B

22/0

5/20

14 1

:28:

31 p

.m.



220423

S-1310

J.TURNER N.GILLING

M.RICHARDS


PROPOSED CONSTRUCTION SEQUENCE

NELSON


1 : 50

S-1310 CONSTRUCTION SEQUENCE



susans

Alec Louverdis

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


CHECKED

APPROVED

DATE As indicated

C

22/0

5/20

14 1

:28:

40 p

.m.



220423

S-1311

J.TURNER N.GILLING

M.RICHARDS

21.05.14J.FINNEGAN

J.FINNEGAN

PILE PLAN

NELSON


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


30/05/201430/05/2014

susans

Alec Louverdis

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



6- ROOF RL 16.500 m

AC B

2



3



6- ROOF RL 16.500 m

A CB

CLIENT PROJECT

TITLE

PROJECT No.

SCALE

DRAWING No. REV

SIZE

A1


CHECKED

APPROVED

DATE 1 : 50

C

22/0

5/20

14 1

:28:

45 p

.m.



220423

S-1312

AMcKEOWN

N.GILLING

M.RICHARDS


PILE HEADER GROUND BEAMPLAN AND DETAILS

NELSON


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




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


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


CHECKED

APPROVED

DATE As indicated

C

22/0

5/20

14 1

:28:

53 p

.m.



220423

S-1320

J.TURNER N.GILLING

M.RICHARDS

21.05.14J.FINNEGAN

J.FINNEGAN

WET WELL FLOOR PLAN

NELSON


COLUMN LEGEND

C01 75SHS5

C02 100SHS5




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


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


FA

LL

FALL

FA

LL

FALL

LEGEND:


SPAN DIRECTION


NOTES:


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'


CLIENT PROJECT

TITLE

PROJECT No.

SCALE

DRAWING No. REV

SIZE

A1


CHECKED

APPROVED

DATE As indicated

C

22/0

5/20

14 1

:29:

02 p

.m.



220423

S-1321

J.TURNER N.GILLING

M.RICHARDS

21.05.14J.FINNEGAN

J.FINNEGAN

DRY WELL (LOWER) FLOOR PLAN

NELSON





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:


SPAN DIRECTION


NOTES:


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'


CLIENT PROJECT

TITLE

PROJECT No.

SCALE

DRAWING No. REV

SIZE

A1


CHECKED

APPROVED

DATE As indicated

C

22/0

5/20

14 1

:29:

09 p

.m.



220423

S-1322

J.TURNER N.GILLING

M.RICHARDS

21.05.14J.FINNEGAN

J.FINNEGAN

GENERATOR ROOM, DRY WELL (UPPER) FLOOR PLAN

NELSON





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



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:


SPAN DIRECTION


NOTES:



CLIENT PROJECT

TITLE

PROJECT No.

SCALE

DRAWING No. REV

SIZE

A1


CHECKED

APPROVED

DATE As indicated

C

22/0

5/20

14 1

:29:

15 p

.m.



220423

S-1330

J.TURNER N.GILLING

M.RICHARDS

21.05.14J.FINNEGAN

J.FINNEGAN

ROOF PLAN

NELSON





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


H16 TRIMMERBAR (TYPICAL)

H16 TRIMMERBAR (TYPICAL)

8330

7600

H16 TRIM BARS

2-H20

2-H202-H20

2-H20

2-H20


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


CHECKED

APPROVED

DATE 1 : 50

B

22/0

5/20

14 1

:29:

17 p

.m.



220423

S-1331

AMcKEOWN

N.GILLING

M.RICHARDS


ROOF PLAN - REINFORCEMENT DETAILS

NELSON


1 : 50

S-1331 ROOF REINFORCEMENT DETAILS



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



6- ROOF RL 16.500 m

05S-1342

06S-1342

A


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




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


CLIENT PROJECT

TITLE

PROJECT No.

SCALE

DRAWING No. REV

SIZE

A1


CHECKED

APPROVED

DATE As indicated

C

22/0

5/20

14 1

:29:

20 p

.m.



220423

S-1340

J.TURNER N.GILLING

M.RICHARDS


CROSS SECTIONSSHEET 1

NELSON


SECTION 1 : 50 S-1320

01

SECTION 1 : 50 S-1321

02




30/05/2014

susans

Alec Louverdis


2




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



01S-1340

2




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


CHECKED

APPROVED

DATE 1 : 50

D

28/0

5/20

14 8

:43:

45 a

.m.



220423

S-1341

J.TURNER N.GILLING

M.RICHARDS



NELSON


SECTION 1 : 50 S-1322

03

SECTION 1 : 50 S-1320

04




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



01S-13402




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



01S-1340

2




6- ROOF RL 16.500 m

02S-1340

54S-1351

57S-1351

3

41S-1350

AS-1345

42S-1350

SECANT PILES

91S-1361


CLIENT PROJECT

TITLE

PROJECT No.

SCALE

DRAWING No. REV

SIZE

A1


CHECKED

APPROVED

DATE As indicated

B

22/0

5/20

14 1

:29:

32 p

.m.



220423

S-1342

J.TURNER N.GILLING

M.RICHARDS



NELSON


SECTION 1 : 50 S-1320

06

SECTION 1 : 50 S-1320

05



susans

Alec Louverdis



2


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


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



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



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-H12

2-H12

2-H12

2-H12

900

400

500

500

RL 9.500 m


8No H12


800

600

RL 9.800 m

23S-1345


8No H12

(OR

500)

600

(OR 500)

600


3-H12

3-H12

2-H12

500x500 VALVE PLINTH SIMILAR

CLIENT PROJECT

TITLE

PROJECT No.

SCALE

DRAWING No. REV

SIZE

A1


CHECKED

APPROVED

DATE As indicated

B

22/0

5/20

14 1

:29:

35 p

.m.



220423

S-1345

J.TURNER N.GILLING

M.RICHARDS


CROSS SECTIONSPUMP PLINTH DETAILS

NELSON


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



susans

Alec Louverdis


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


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




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


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


CHECKED

APPROVED

DATE As indicated

C

22/0

5/20

14 1

:29:

41 p

.m.



220423

S-1350

J.TURNER N.GILLING

M.RICHARDS


CONCRETE DETAILSSHEET 1

NELSON


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




30/05/201430/05/2014

susans

Alec Louverdis


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


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


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


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


HR12-200 LINKS

H16

150

H16

H12


75 mm BEARING STRIP

4-H25+1-H20

2-H20


H16-400 SADDLE BARS(2000 LONG)

100 SEAT

4040

155

4060

155190

2-H20

40

525

175

500


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


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


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


CHECKED

APPROVED

DATE 1 : 10

C

22/0

5/20

14 1

:29:

46 p

.m.



220423

S-1351

J.TURNER N.GILLING

M.RICHARDS



NELSON


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




30/05/201430/05/2014

susans

Alec Louverdis

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


8 No 20 mm DIA HOLES FORM16 HD BOLTS, REFER PLANSHEET S-1330

1-H12 1-H12

H12-200 HOOPS

H12 HOOPS-200


RL 15.400 m

2000

300


6- ROOF RL 16.500 m

3

H16-200 VERTICAL WALL BARS

H12-200 HORIZONTAL

H16

H16


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


CHECKED

APPROVED

DATE As indicated

C

22/0

5/20

14 1

:29:

53 p

.m.



220423

S-1352

J.TURNER N.GILLING

M.RICHARDS



NELSON


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




30/05/201430/05/2014

susans

Alec Louverdis




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)



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




C

73S-1353

H16 STARTERS

RL 11.000 m

200

H16-200-EF

H12-200-EF



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


CHECKED

APPROVED

DATE As indicated

B

22/0

5/20

14 1

:29:

57 p

.m.



220423

S-1353

J.TURNER N.GILLING

M.RICHARDS



NELSON


SECTION1 : 25 S-1321

71SECTION1 : 25 S-1322

72

SECTION 1 : 20 S-1320

74SECTION 1 : 20 S-1320

73



susans

Alec Louverdis

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



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


CHECKED

APPROVED

DATE As indicated

C

22/0

5/20

14 1

:30:

06 p

.m.



220423

S-1361

J.TURNER N.GILLING

M.RICHARDS


STEEL DETAILSAND INTERNAL STAIR DETAILS

NELSON


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




30/05/2014

30/05/201430/05/2014

susans

Alec Louverdis

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



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


CHECKED

APPROVEDDATE As indicated

D

30/05

/2014

2:54

:09 p.

m.


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

susans

Alec Louverdis

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




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


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)





6- ROOF RL 16.500 m

H12-200 INSIDE FACE


H12

-200

-EF

300






6- ROOF RL 16.500 m

A

300

300

H12-200 INSIDE FACE


H12

-200

-EF


ALL EXTERIOR WALLS VIEWED FROM INSIDE


2




6- ROOF RL 16.500 m

H12

-200

-EF


H12

-200

-EF


H12-200 INSIDE FACE


300

300

H12-200 INSIDE FACE


3-H16 T&B

H16 TRIMMERBARS EACH FACE

R10-100 STIRRUPS (2 LEGS)

1150


CLIENT PROJECT

TITLE

PROJECT No.

SCALE

DRAWING No. REV

SIZE

A1


CHECKED

APPROVED

DATE As indicated

B

22/0

5/20

14 1

:30:

23 p

.m.



220423

S-1370

AMcKEOWN

N.GILLING

M.RICHARDS


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



B 09.07.13 REISSUE FOR TENDER30/05/2014

susans

Alec Louverdis

2 3

H12

-200

-EF

H16-200 STARTERS EF

H16-200 EF

300

300

250UB26

100S

HS

5

100S

HS

5


850

LAP




PILE HEADERBEAM TO SPANUNDER STAIRS

H12STIRRUPS-100(2 LEGS)






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



2




6- ROOF RL 16.500 m

REFER WALLSECTION 07


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)



2




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


850 LAP

H25-200 STARTERS-EF

400


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


A1


CHECKED

APPROVED

DATE As indicated

B

22/0

5/20

14 1

:30:

28 p

.m.



220423

S-1371

AMcKEOWN

N.GILLING

M.RICHARDS



NELSON


SECTION 1 : 50 S-1370

05 SECTION 1 : 50 S-1353

06

SECTION 1 : 50 S-1370

08SECTION 1 : 50 S-1370

07



susans

Alec Louverdis



2




3


H16-200-CP

H12

-200

H16-200 STARTERS

200

850

LAP

850

LAP






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






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



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


CLIENT PROJECT

TITLE

PROJECT No.

SCALE

DRAWING No. REV

SIZE

A1


CHECKED

APPROVED

DATE As indicated

B

22/0

5/20

14 1

:30:

33 p

.m.



220423

S-1372

AMcKEOWN

N.GILLING

M.RICHARDS



NELSON


SECTION 1 : 50 S-1370

09 SECTION 1 : 50 S-1370

10

SECTION 1 : 50 S-1370

11

SECTION 1 : 50 S-1370

12



susans

Alec Louverdis

corder park sewer pumping station...

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