RCE0279 Tender Set...STEEL GRADE 300 WELDING SECTIONS TO AS/NZS 3679.2-2011 300 HOT ROLLED PLATES AND SLABS TO AS/NZS 3678-2011 250 HOLLOW SECTIONS TO AS 1163-2009 C350 4. COPIES OF

TOP OF BANK

TOP OF BANK

TOP OF BANK

TOP OF BANK

TOP OF BANK

TOP OF BANK

RIVER

LOT 7316

DP

1177238

STATE OF

NSW

GOODOO

GA - BRE

NDA RO

AD

GOODOO

GA - BRENDA ROAD

LOT 1

DP

755027

MATTHE

W WOOD R

IVER

LOT 7316

DP

1177238

STATE OF

NSW

GOODOO

GA - BRE

NDA RO

AD

GOODOO

GA - BRENDA ROAD

LOT 1

DP

755027

MATTHE

W WOOD

LINE OF GAUGES

GAUGE

SHED

LINE OF GAUGES

GAUGE

SHED

DRAIN

DRAINGULLY

GULLY

TOP OF BANK

TOP OF BANK

TOP OF BANK

BOTTOM OF BANK

BOTTOM OF BANK

TOP OF BANK

TOP O

F BAN

K

GULLY

DRAIN

DRAIN

DRAINGULLY

GULLY

TOP OF BANK

TOP OF BANK

TOP OF BANK

BOTTOM OF BANK

BOTTOM OF BANK

TOP OF BANK

TOP O

F BAN

K

GULLY

DRAIN

CT 4

36.4

73

TC 6

37.4

13

400. 0

00

600.0

00

102°36'14"

500.0

00

300.0

00

R

-635.000

SITE OFBRIDGE

DRAWINGS TO BE READ IN CONJUNCTIONWITH PROTERRA GROUP CIVIL DRAWINGSFOR APPROACHES

DRAWINGS TO BE READ IN CONJUNCTIONWITH PROTERRA GROUP CIVIL DRAWINGSFOR APPROACHES

WORK SITE

GOODOOGA-BRENDA ROAD

Project

Status

Date

Date

DateTitle

Scale

Drawn Date

Design Date

Checked

Approved

Verified (RPEQ)

Project No. Drawing. No.

A1

c These drawings remain the property ofRange Consulting Engineers and must notbe copied in any format without the writtenpermission of the owners of the copyright.

Revision

ADRIAN YOUNG

82 Mirramar ParkBLACKMANS BAY TAS 7052M: 0431 035 585E: [email protected]: www.rangeconsulting.com.au

ClientNAS

AY

AY

A. YOUNGBIRRIE RIVER BRIDGEREPLACEMENTGOODOOGA-BRENDA ROAD,GOODOOGA

10/02/20

17 9:37:42

AM

As indicated

E

TITLE SHEET, LOCALITY PLAN AND SITEPLAN

01PRELIMINARY

RCE0279

BREWARRINA SHIRE COUNCIL

for

BIRRIE RIVER BRIDGE REPLACEMENT

GOODOOGA-BRENDA ROAD, GOODOOGA

RCE0279


DRAWING LIST

Sheet

Number Sheet Name

01 TITLE SHEET, LOCALITY PLAN AND SITE PLAN

02 GENERAL NOTES

03 GENERAL ARRANGEMENT PLAN AND LONGITUDINAL SECTION

04 PILE SETOUT PLAN AND FOUNDATIONS

05 PILE SETOUT SECTION

06 PILE SETOUT SECTIONS SHEET 1

07 PILE SETOUT SECTIONS SHEET 2

08 ABUTMENT GENERAL ARRANGEMENT PLAN AND DETAILS

09 ABUTMENT REINFORCEMENT PLAN AND DETAILS

10 PIER GENERAL ARRANGEMENT PLAN AND DETAILS

11 PIER REINFORCEMENT PLAN AND DETAILS

12 ABUTMENT APPROACH SLAB DETAILS

13 STEEL GIRDER PLAN AND DETAILS

14 STEEL FRAMING DETAILS

15 PRECAST SLAB DECK PLAN

15.1 PRECAST DECK DETAILS

16 PRECAST CONCRETE PILE DETAILS

17 BAR SHAPES DIAGRAM

18 ABUTMENT PROTECTION DETAILS

19 GUARDRAIL DETAILS

SCALE 1 : 1000

SITE PLAN

LOCALITY PLANSCALE NTS

WARNINGTHE LOCATION OF SERVICES SHOWN ON THIS PLAN ARE

APPROXIMATE ONLY. THE EXACT LOCATION SHALL BE CONFIRMEDON SITE BY CONTRACTOR PRIOR TO COMMENCEMENT OF WORKS

NOTE: IMAGE TAKEN FROM GOOGLE MAPS. LOCATION APPROXIMATELY 2.5km NW FROM THE TOWNSHIP OF GOODOOGA

TENDER ONLY

10 FEBRUARY 2017

NOT FOR CONSTRUCTION

REV DESCRIPTION DATE BY

A 50% REVIEW SET 14/11/16 NAS

B 90% REVIEW SET 2/12/16 NAS

C INFORMATION 23/12/2016 NAS

D 95% ISSUE 31/1/2017 NAS

E FOR TENDER 10/2/17 NAS

GENERAL

1. THESE STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL OTHER CONSULTANT'S DRAWINGSAND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF THE CONTRACT.ANY DISCREPANCY SHALL BE REFERRED TO THE STRUCTURAL ENGINEER BEFORE PROCEEDING WITH THE WORK.

2. CONSTRUCTION USING THESE STRUCTURAL DRAWINGS SHALL NOT COMMENCE UNTIL A CONSTRUCTION CERTIFICATE ISISSUED BY RELEVANT LOCAL COUNCIL AUTHORITY.

3. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE RELEVANT CURRENT STANDARDSAUSTRALIA CODES AND WITH THE BUILDING CODE OF AUSTRALIA.

4. DURING CONSTRUCTION THE STRUCTURE SHALL BE MAINTAINED IN A STABLE CONDITION AND NO PART SHALL BE OVERSTRESSED.TEMPORARY PROPPING AND/OR BRACING SHALL BE PROVIDED BY THE CONSTRUCTOR IN ORDER TO KEEP THE BUILDING WORKS ANDEXCAVATIONS STABLE AT ALL TIMES.

5. ALL DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS SHALL BE VERIFIED BY THE CONTRATOR ON SITE. THESE STRUCTURALDRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS.

6. UNLESS NOTED OTHERWISE ALL LEVELS ARE IN METRES AND ALL DIMENSIONS ARE IN MILLIMETRES.

7. THE METHOD OF CONSTRUCTION AND THE MAINTENANCE OF SAFETY DURING CONSTRUCTION IS THE RESPONSIBILITY OF THECONTRACTOR. IF ANY STRUCTURAL ELEMENT PRESENTS DIFFICULTY IN RESPECT OF CONSTRUCTABILITY OR SAFETY, THE MATTERSHALL BE REFERRED TO THE STRUCTURAL ENGINEER FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK.

DESIGN CRITERIA

1. ROAD TRAFFIC - MS1600 IN ACCORDANCE WITH AS5100

2. FLOOD LEVELS (BY PROTERRA GROUP)

Q100 RL 139.770 V100 = 0.5m/s Q100 = 271 m³/s

Q2000 RL 139.980 V2000 = 0.8m/s Q2000 = 456 m³/s

REFER REPORT BY SMK CONSULTANTS, REFERENCE 16-144-1DATED: JULY 2016

CONCRETE:1. CONCRETE WORK TO BE EXECUTED IN ACCORDANCE WITH AS5100.5.

2. CONCRETE QUALITY:

ELEMENT EXPOSURE CLASSIFICATIONTO AS5100-2004

STRENGTH GRADE(MPa) MINIMUM

SLUMP(mm)

MAXIMUM AGGREGATESIZE (mm)

MINIMUMCOVER (mm)

PRECASTPILES

B1 32 80 20 55

3. CLEAR CONCRETE COVER TO ALL REINFORCEMENT FOR DURABILITY SHALL BE AS SHOWN ABOVE UNLESS SHOWN OTHERWISE.

4. NO ADMIXTURES SHALL BE USED IN THE CONCRETE UNLESS APPROVED IN WRITING BY THE STRUCTURAL ENGINEER.

5. CONSTRUCTION JOINTS WHERE NOT SHOWN ON THE DRAWING SHALL BE LOCATED AND FORMED TO THE ENGINEERS REQUIREMENTS.

6. WHERE THERE IS CONFLICT ON THE DRAWINGS BETWEEN REINFORCEMENT BAR SIZES SHOWN ON PLANS AND SECTIONS THENTHE LARGER BAR SIZE SHALL TAKE PRECEDENCE UNLESS CLARIFICATION IS RECEIVED FROM THE ENGINEER.

REINFORCEMENT:

7. REINFORCING STEEL TO BE IN ACCORDANCE WITH AS/NZ 4671 AND AS5100

8. REINFORCING STEEL SHALL BE GRADE D500N UNO.

9. REINFORCEMENT NOTATION SHALL BE AS FOLLOWS IN THE FOLLOWING ORDER:NUMBER OF BARS IN GROUP - BAR GRADE - NOMINAL BAR SIZE IN mm - SPACING IN mm - BAR LOCATIONE.G. 17 - N20 - 250 - FFEF - EACH FACE, EW - EACH WAY, FF - FAR FACE, NF - NEAR FACE, T - TOP, B - BOTTOM

THE FIGURES FOLLOWING THE FABRIC SYMBOLS:- RL, SL, L, TM, IS THE REFERENCE NUMBER FORFABRICS IN ACCORDANCE WITH AS4671-2001.

10. REINFORCEMENT IS REPRESENTED DIAGRAMMATICALLY AND NOT NECESSARILY IN TRUE PROJECTION

11. SPLICES IN REINFORCEMENT SHALL BE MADE ONLY IN POSITIONS SHOWN ON THE STRUCTURAL DRAWINGSOR IN POSITIONS OTHERWISE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. LAPS SHALL BE INACCORDANCE WITH AS5100 AND NOT LESS THAN THE DEVELOPMENT LENGTH OF EACH BAR.

12. WELDING OF REINFORCEMENT SHALL NOT BE PERMITTED UNLES SHOWN ON THE STRUCTURAL DRAWINGSOR APPROVED BY THE STRUCTURAL ENGINEER.

13. JOGGLES TO BARS SHALL BE 1 (ONE) BAR DIAMETER OVER A LENGTH OF 12 BAR DIAMETERS.

14. THE STRUCTURAL ENGINEER SHALL BE GIVEN 48 HOURS NOTICE FOR REINFORCEMENT INSPECTION ANDCONCRETE SHALL NOT BE DELIVERED UNTIL FINAL APPROVAL HAS BEEN OBTAINED FROM THE STRUCTURALENGINEER.

PRECASTSLABS

TBC TBC TBC TBC TBC

CAST IN SITUHEADSTOCKS

CAST IN SITUABUTMENTPROTECTION /APPROACH SLABS

TBC TBC TBC TBC TBC

TBC TBC TBC TBC TBC

STEELWORK1. STEELWORK TO BE FABRICATED TO MRTS78. ERECTION OF STRUCTURAL STEELWORK SHALL BE CARRIEDOUT IN ACCORDANCE WITH AS4100 AND AS5100.6.

2. ALL STEELWORK TO BE HOT DIPPED GALVANISED TO AS/NZ 4680. THE CONTINUOUS AVERAGE ZINC COATINGMASS SHALL BE 600 g/m². PRIOR TO GALVANISING, ALL WELD SPLATTER AND WELDING SLAG IS TO BE REMOVED.

3. UNLESS NOTED OTHERWISE, ALL STEEL SHALL BE OF THE FOLLOWING GRADE IN ACCORDANCE WITH THEFOLLOWING AUSTRALIAN STANDARDS:

TYPE OF STEEL

UNIVERSAL BEAMS, COLUMNS, PARALLEL FLANGE CHANNELS,LARGE ANGLES TO AS/NZS 3679.1-2010

STEEL GRADE

300

WELDING SECTIONS TO AS/NZS 3679.2-2011 300

HOT ROLLED PLATES AND SLABS TO AS/NZS 3678-2011 250

HOLLOW SECTIONS TO AS 1163-2009 C350

4. COPIES OF WORKSHOP FABRICATION DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEERFOR REVIEW AT LEAST 14 DAYS PRIOR TO COMMENCEMENT OF FABRICATION. FABRICATION SHALL NOTCOMMENCE WITHOUT THE STRUCTURAL ENGINEER'S APPROVAL OF THE WORKSHOP DRAWINGS. THE ENGINEERSHALL ACCEPT NO RESPONSIBILITY WHATSOEVER FOR THE ACCURACY OF THE WORKSHOP DRAWINGS.

5. THE FABRICATOR SHALL PROVIDE ALL CLEATS AND DRILL ALL HOLES NECESSARY FOR FIXING OTHER ELEMENTSTO THE STEEL WHETHER OR NOT DETAILED ON THE STRUCTURAL DRAWINGS.

6. THE FABRICATION AND ERECTION OF THE STRUCTURAL STEELWORK SHALL BE SUPERVISED BY A QUALIFIEDPERSON EXPERIENCED IN SUCH SUPERVISION IN ORDER TO ENSURE THAT ALL REQUIREMENTS OF THE DESIGNARE MET.

7. ALL MEMBERS SHALL BE SUPPLIED IN SINGLE LENGTHS. SPLICES SHALL ONLY BE PERMITTED IN LOCATIONSSHOWN ON THE STRUCTURAL DRAWINGS.

8. ALL STEELWORK SHALL BE SECURELY TEMPORARILY BRACED BY THE ERECTOR AS NECESSARY TO STABILISETHE STRUCTURE DURING ERECTION.

BOLTING

9. BOLTING CATEGORIES ARE IDENTIFIED ON THE STRUCTURAL DRAWINGS IN THE FOLLOWING MANNER:

BOLTING CATEGORY

4.6/T

COMMENTS

COMMERCIAL BOLTS OF CLASS 4.6 TO AS1111.11-2015 SNUG TIGHTENED

8.8/S HIGH STRENGTH STRUCTURAL BOLTS OF CLASS 8.8 TO AS1252-1996, SNUGTIGHTENED

8.8/TB HIGH STRENGTH STRUCTURAL BOLTS OF CLASS 8.8 TO AS1252-1996, FULLYTENSIONED TO AS4100 AS A BEARING TYPE JOINT

8.8/TF HIGH STRENGTH STRUCTURAL BOLTS OF CLASS 8.8 TO AS1252-1996, FULLYTENSIONED TO AS4100 AS A FRICTION TYPE JOINT FACING SURFACES LEFTUNCOATED

10. ALL BOLTS, NUTS AND WASHERS SHALL BE HOT-DIPPED GALVANISED TO AS1214. ALL HOLES SHALL BE 2mmLARGER THAN THE BOLT DIAMETER UNLESS NOTED OTHERWISE.

WELDING

11. ALL WELDING SHALL BE CARRIED OUT IN ACCORDANCE WITH AS1554.1 ELECTRODES SHALL BE EITHER AS1553,AS1858, AS2203, OR AS2717 AS APPROPRIATE. UNLESS NOTED OTHERWISE, ALL FILLET WELDS SHALL BE 10mmCONTINUOUS CATEGORY SP TO AS1554.1. THE EXTENT OF NON-DESTRUCTIVE WELD EXAMINATION SHALL BE ASNOTED BELOW. RADIOGRAPHIC OR ULTRASONIC EXAMINATION SHALL BE TO AS1554.1, AS2177.1 AND AS2207 ASAPPROPRIATE.

TYPE OF WELD

FILLET WELDS, GP + SP

EXAMINATIONMETHOD

VISUAL INSPECTION

EXTENT (% OF TOTALLENGTH OF WELD TYPE)

100

BUTT WELD, GP VISUAL INSPECTION 100

BUTT WELD, SP VISUAL INSPECTION 100

RADIOGRAPHIC ORULTRASONIC INSPECTION

10

Project

Status

Date

Date

DateTitle

Scale

Drawn Date

Design Date

Checked

Approved

Verified (RPEQ)


A1


Revision

ADRIAN YOUNG


ClientNAS

AY

AY


10/02/20

17 9:37:42

AM

1 : 1

E

GENERAL NOTES

02PRELIMINARY

RCE0279






D 95% ISSUE 31/1/2017 NAS




TENDER ONLY

10 FEBRUARY 2017


135000

135500

136

000

136

500

137

000

137

500

135000

135500

136000

136500

137000

135

000

135

500

136

000

136

500

137

000

137

500

137500

135500

136000

137000

137500

138000

138500

139000

139500

140000

140500

137500

138000

138500

139000

139500

140000

140500

141000

138000

138500

139000

139500

140000

140500

141000

138500

139000

139500

140000

140500

141000

DENOTES CHAINAGELINE TYPICAL REFERSURVEY

NEW PRECAST CONCRETEDECK OVER REFER DETAILS(HIDDEN LINE)

CL OF PROPOSED ANDNEW ROAD AND BRIDGEREFER SURVEY

NATURAL GROUNDCONTOURS TYPICALUNO.

EDGE OF NEW ROADBY PROTERRA GROUP

ABUTMENT B

ABUTMENT A

PIER 1

BIRRIE RIVER

PROPOSED NEWROAD REFERPROTERRA GROUPDESIGN

(FLO

W DIRECTIO

N TBC)

CH 460

.330

CH 470

.375

CH 520

.600

CH 480

.420

CH 490

.465

CH 500

.510

CH 510

.555

PIER 2

PIER 3

PIER 4

PIER 5

GOODOOGA-BRENDA RD

CONTROLLINE CL

PROPOSED NEWROAD REFERPROTERRA GROUPDESIGN

BATTER IN ACCORDANCEWITH MAIN ROADS STANDARDDRAWING 2233 TYPE 1 - ROCKSPILLWAY GREATER THAN 1700CLEARANCE AND PROTERRAGROUP CIVIL DESIGN DRAWINGSTYPICAL BOTH ABUTMENTS

2750

500

10045 10045 10045 10045 10045 10045

450

2800

REINFORCEDCONCRETEAPPROACHSLAB

REINFORCEDCONCRETEAPPROACHSLAB

300

4050

4050

300

8700

CH 500

.00

(APPR. SLAB)

3000250 250

(APPR. SLAB)

3000

BATTER IN ACCORDANCEWITH MAIN ROADS STANDARDDRAWING 2233 TYPE 1 - ROCKSPILLWAY GREATER THAN 1700CLEARANCE AND PROTERRAGROUP CIVIL DESIGN DRAWINGSTYPICAL BOTH ABUTMENTS

EDGE OF NEW ROADBY PROTERRA GROUP

CAST INSITU UPSTANDKERB

GOODOOGA-BRENDA RD

GUARDRAIL BASEPLATELOCATION TYPICAL REFERDETAILS ON DRAWINGRCE0279-19

2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500

SCUPPERLOCATION TYPICAL

SCUPPERLOCATION TYPICAL

GUARDRAIL BASEPLATELOCATION TYPICAL REFERDETAILS ON DRAWINGRCE0279-19

Bridge Deck Level

141120

EXISTING CREEKBED LEVELS REFERSURVEY

460.33

0

Q100 FLOOD LEVEL: 139.760

GOODOOGA-BRENDA RD

PROPOSED FINISHEDSURFACE LEVEL OFROAD REFER PROTERRA GROUPDESIGN FOR DETAILS

Q2000 FLOOD LEVEL: 139.950

ABUTMENT B

ABUTMENT A

PIER 1

NEW PRECAST CONCRETEPILES REFER DWG RCE0279-16

NEW PRECAST CONCRETEDECK REFER DWG RCE0279-15

NEW STEEL GIRDERS ANDFRAMING REFERDWG RCE0279-13

470.37

5

480.42

0

490.46

5

500.51

0

510.55

5

520.60

0

PIER 2

PIER 3

PIER 4

PIER 5

GOODOOGA-BRENDA RD

ROCK SPILLWAY ABUTMENTPROTECTION IN ACCORDANCEWITH MAINROADS STANDARD DWG2233

ROCK SPILLWAY ABUTMENTPROTECTION IN ACCORDANCEWITH MAINROADS STANDARD DWG2233

COMPACTED SUBGRADEREFER PROTERRA GROUPCIVIL DESIGN DRAWINGS COMPACTED SUBGRADE

REFER PROTERRA GROUPCIVIL DESIGN DRAWINGS

PROPOSED FINISHEDSURFACE LEVEL OFROAD REFER PROTERRA GROUPDESIGN FOR DETAILS

Project

Status

Date

Date

DateTitle

Scale

Drawn Date

Design Date

Checked

Approved

Verified (RPEQ)


A1


Revision

ADRIAN YOUNG


ClientNAS

AY

AY


10/02/20

17 9:37:43

AM

1 : 100

E

GENERAL ARRANGEMENT PLAN ANDLONGITUDINAL SECTION

03PRELIMINARY

RCE0279


BRIDGE GENERAL ARRANGEMENT PLANSCALE 1:100

SCALE 1 : 100

BRIDGE LONGITUDINAL SECTION AT ROAD CL



NOTES:

1. REDUCED LEVELS AND CHAINAGES ARE ALL IN METRES.ALL OTHER DIMENSIONS ARE IN MILLIMETRES UNO.2. POSTED SPEED BASED ON 100km/h3. DESIGNED FOR MS1600 LOADS TO AS5100BRIDGE DESIGN.4. LEVELS TO AHD UNO.

TENDER ONLY

10 FEBRUARY 2017






D 95% ISSUE 31/1/2017 NAS


NOTE: GUARDRAIL IS NOT SHOWN IN PLAN FOR CLARITY

DENOTES CHAINAGELINE TYPICAL

NEW PRECAST BRIDGE DECKABOVE (SHOWN HIDDEN LINE)

CONTROL LINE

EDGE OF NEW ROADREFER PROTERRA GROUPCIVIL DESIGN DWGS

ABUTMENT B

ABUTMENT A

PIER 1

PIER 2

PIER 3

PIER 4

PIER 5

A/1

A/2

A/3

A/4

1/1

1/2

1/3

1/4

2/1

2/2

2/3

2/4

3/1

3/2

3/3

3/4

4/1

4/2

4/3

4/4

5/1

5/2

5/3

5/4

B/1

B/2

B/3

B/4

GOODOOGA-BRENDA RD

10045 10045 10045 10045 10045 10045

350

300

300

350

450 450 450 450 450 450 450 450 450 450 450 450

600

2500

2500

2500

600

CH 460

.330

CH 470

.375

CH 520

.600

CH 480

.420

CH 490

.465

CH 500

.510

CH 510

.555

CH 500

.00

EDGE OF NEW ROADREFER PROTERRA GROUPCIVIL DESIGN DWGS

ROCK SPILLWAYABUTMENT PROTECTION

ROCK SPILLWAYABUTMENT PROTECTION

EASTING 1176.606NORTHING 1020.422


NOTE:1. REFERENCED EASTING/NORTHING POINTS WERE TAKEN FROM PROTERRA GROUP AUTOCADDESIGN DRAWING INFORMATION AND ARE "WORLD COORDINATE" SYSTEM. TO BE CROSS REFERENCED ONSITEWITH SURVEY AND PROTERRA GROUP2. DENOTES PILES SELECTED FOR DYNAMIC TESTING






600

2500

2500

2500

600

600

2500

2500

2500

600

600

2500

2500

2500

600

600

2500

2500

2500

600

600

2500

2500

2500

600

A/6

A/5 B/5

B/6

500 2750

500

2750450 450

2750 500

2750 500

350

300

350

300

600

2500

2500

2500

600

1000

1000

1000

1000

PILE ID

A/1

PILE FOUNDING DATA SCHEDULE - PART 1

PILE GROUP ID

A/2

A/3

ABUTMENT A

1/1

1/2

1/3

PIER 1

1/4

PILE SIZE (mm)

450x450

TOP OF PILELEVEL RL"A" (m)

PILEULTIMATEDESIGNLOAD (kN) S*

139.405

139.205

---265

PILE UPLIFTLOAD (kN)

353

PILE LENGTHMIN. (m)

15.00

A/4

450x450

450x450

450x450

450x450

450x450

450x450

450x450

A/5 424450x450

2/1

2/2

2/3

PIER 2 450x450

2/4

450x450

450x450

450x450

---

---

---

---

---

---

---

---

---

---

---

---

139.405

139.405

139.405

139.405

4/1

4/2

4/3

PIER 4

5/1

5/2

5/3

PIER 5

5/4

450x450 353

4/4

450x450

450x450

450x450

450x450

450x450

450x450

450x450

---

---

---

---

---

---

---

---

139.205 17.50

PILE ID

PILE FOUNDING DATA SCHEDULE - PART 2

PILE GROUP ID PILE SIZE (mm) TOP OF PILELEVEL RL"A" (m)

PILEULTIMATEDESIGNLOAD (kN) S*

PILE UPLIFTLOAD (kN)

PILE LENGTHMIN. (m)

3/1

3/2

3/3

PIER 3

3/4

450x450

450x450

450x450

450x450

---

---

---

---

B/1

B/2

B/3

B/4

450x450

450x450

450x450

450x450

B/5 450x450

---

---

---

---

---

139.405ABUTMENT B

139.205

139.205

139.205

139.205

139.205

139.205

139.205

139.205

139.205

139.205

139.205

139.405

139.405

139.405

139.405

139.205

139.205

139.205

139.205

139.205

139.205

139.205

A/6 424450x450 ---139.405

B/6 450x450 ---139.405

265

265

265

353

353

353

353

353

353

353

353

353

353

353

353

353

353

353

353

353

353

265

265

265

265

424

424

15.00

15.00

15.00

15.00

15.00

15.00

15.00

15.00

15.00

15.00

15.00

15.00

15.00

16.00

17.50

16.50

17.50

17.50

17.50

16.50

16.50

16.50

16.50

16.50

17.50

17.50

17.50

16.00

16.00

16.00

SCHEDULE OF FOUNDATION STRENGTH

PILE FOUNDATION DESIGN CRITERIA BEARINGPRESSURE(kPa)

SKINFRICTION(kPa)

ULTIMATE GEOTECHNICAL CAPACITY

GEOTECHNICAL STRENGTH REDUCTION FACTOR *

DESIGN GEOTECHNICAL STRENGTH

13500

0.5

900

70

0.5

35

* - PDA TESTING TO CONFIRM CAPACITY* - REFER TO DOUGLAS PARTNERS GEOTECHNICAL TEST RESULTS REPORT87979.00 DATED 24th MAY 2016

Project

Status

Date

Date

DateTitle

Scale

Drawn Date

Design Date

Checked

Approved

Verified (RPEQ)


A1


Revision

ADRIAN YOUNG


ClientNAS

AY

AY


10/02/20

17 9:37:44

AM

As indicated

E

PILE SETOUT PLAN AND FOUNDATIONS

04PRELIMINARY

RCE0279


SCALE 1 : 100

PILE SETOUT PLAN



TENDER ONLY

10 FEBRUARY 2017






D 95% ISSUE 31/1/2017 NAS


NATURAL SURFACELEVEL REFER SURVEYDATA

FIXED

DECK RL - 141.120

RL 139.405

NEW ROADBY OTHERS

NEW ROADBY OTHERS

APPROX. C

L OF BH2 ON

DOUGLA

S PARTNERS

GEOTECH REPORT

APPROXIMATE PROJECTION LINESOF SOIL STRATA AND DIMENSIONSMATCHING DOUGLAS PARTNERSGEOTECH REPORT TO BE CONFIRMEDONSITE WITH GEOTECHNICAL ENGINEER TYPICAL.

APPROX. C

L OF BH3 ON

DOUGLA

S PARTNERS

GEOTECH REPORT

APPROX. C

L OF BH1 ON

DOUGLA

S PARTNERS

GEOTECH REPORT

RL 139.205

460.33

0

ABUTMENT B CL

ABUTMENT A CL

PIER 1 CL

470.37

5

480.42

0

490.46

5

500.51

0

510.55

5

520.60

0

PIER 2 CL

PIER 3 CL

PIER 4 CL

PIER 5 CL

FIXED

FIXED

FIXED

FIXED

FIXED

FIXED

FIXED

FIXED

FIXED

SILTY CLAY (BROWN MOTT DARKBROWN, MED.-HIGH PLAST, V.STIFF)

SILTY CLAY (V. STIFF, BROWN-ORANGEBROWN, MED.-HIGH PLAST, MOIST)

SILTY SAND (BROWN-ORANGE BROWN,FINE-MED. GRAINED, MOIST, DENSE)

SILTY SAND (LIGHT BROWN, SILTYFINE-MED. GRAINED SAND, MOIST, DENSE)

SILTY CLAY (GREY MOTTORANGE-BROWN, LOW-MED. PLASTSILTY CLAY, MOIST)

SANDY CLAY (BROWN MOTT ORANGE-BROWN, SANDY MED. PLAST CLAY, MOIST)

SILTY CLAY (V.STIFF, GREY MOTTORANGE-BROWN, MED-HIGH PLAST,MED. GRAINED SAND, MOIST)

SILTY CLAY (BROWN MOTT,(MED.-HIGH PLAST, STIFF-V.STIFF)

SILTY SAND (BROWN & ORANGE-BROWN, FINE-MED. GRAINED SAND,MOIST, MED. DENSE-DENSE)

SILTY CLAY (GREY MOTT. ORANGE-BROWN, HIGH PLAST.,MOIST, HARD)

SILTY SAND (DENSE-V.DENSE,BROWN & GREY, SILTY FINE-MED.GRAINED SAND, MOIST)

SILTY CLAY (DARK BROWN MOTTORANGE-BROWN,HIGH PLAST,MOIST, V.STIFF)

SILTY SAND (V. DENSE, BROWN &LIGHT BROWN, FINE-MED. GRAINEDSAND, MOIST)

SILTY CLAY (HARD, LIGHT GREY MOTTORANGE-BROWN, LOW-MED. PLAST,MOIST)

SANDY CLAY (V.STIFF, GREY MOTT.BROWN, MED-HIGH PLAST, MOIST,FINE-MED. GRAINED)

SILTY SAND (DENSE, GREY-BROWN,FINE-MED. GRAINED SAND, MOIST)

SANDY CLAY (V.STIFF, BROWN MOTT.ORANGE-BROWN, MED-HIGH PLAST,MOIST, FINE-MED. GRAINED SAND)

SILTY SAND (V. DENSE, BROWN &ORANGE- BROWN, FINE-MED.GRAINED SAND, MOIST)

RL 139.205RL 139.405

SILTY SAND (BROWN MOTT,ORANGE-BROWN, SANDY LOW PLAST, MOIST,DENSE/HARD)

RL 139.205 RL 139.205 RL 139.205 ROCK SPILLWAYABUTMENTPROTECTION

ROCK SPILLWAYABUTMENTPROTECTION

FIXED

FIXED

NOTE:1. GUARDRAILING NOT SHOWN FORCLARITY

RL 124.205RL 124.405 RL 124.205

RL 123.205

RL 121.705

RL 122.905

RL 121.705

Project

Status

Date

Date

DateTitle

Scale

Drawn Date

Design Date

Checked

Approved

Verified (RPEQ)


A1


Revision

ADRIAN YOUNG


ClientNAS

AY

AY


10/02/20

17 9:37:45

AM

1 : 100

E

PILE SETOUT SECTION

05PRELIMINARY

RCE0279






D 95% ISSUE 31/1/2017 NAS


PILE SETOUT LONGSECTIONSCALE 1:100



TENDER ONLY

10 FEBRUARY 2017


Bridge Deck Level

141120





PRECAST CONCRETEDECK PANEL REFERDRAWING RCE0279-15

STEEL GIRDER BEAMREFER DRAWINGRCE0279-13

NATURAL GROUND LINEREFER SURVEY

REINFORCED CONCRETEABUTMENT HEADSTOCK REFERDRAWING RCE0279-08

Bridge Deck Level

141120




REINFORCED CONCRETEPIER HEADSTOCK REFERDRAWING RCE0279-10

SILTY CLAY (DARK BROWN MOTTORANGE-BROWN, HIGH PLAST,MOIST, V.STIFF)

SILTY SAND (V.DENSE, BROWN &LIGHT BROWN, FINE-MED. GRAINEDSAND, MOIST)




Bridge Deck Level

141120









Bridge Deck Level

141120





SILTY CLAY (DARK BROWN MOTTORANGE-BROWN,HIGH PLAST,MOIST, V.STIFF)

SILTY SAND (V. DENSE, BROWN &LIGHT BROWN, FINE-MED. GRAINEDSAND, MOIST)




Project

Status

Date

Date

DateTitle

Scale

Drawn Date

Design Date

Checked

Approved

Verified (RPEQ)


A1


Revision

ADRIAN YOUNG


ClientNAS

AY

AY


10/02/20

17 9:37:46

AM

1 : 100

E

PILE SETOUT SECTIONS SHEET 1

06PRELIMINARY

RCE0279


SCALE 1 : 100

ABUTMENT A SECTIONSCALE 1 : 100

PIER 2 SECTIONSCALE 1 : 100


PIER 3 SECTION





D 95% ISSUE 31/1/2017 NAS




TENDER ONLY

10 FEBRUARY 2017


Bridge Deck Level

141120













Bridge Deck Level

141120













Bridge Deck Level

141120

PRECAST CONCRETEDECK PANEL REFERDRAWING RCE0279.**

STEEL GIRDER BEAMREFER DRAWINGRCE0279.**


REINFORCED CONCRETEPIER HEADSTOCK REFERDRAWING RCE0279.**









Project

Status

Date

Date

DateTitle

Scale

Drawn Date

Design Date

Checked

Approved

Verified (RPEQ)


A1


Revision

ADRIAN YOUNG


ClientNAS

AY

AY


10/02/20

17 9:37:46

AM

1 : 100

E

PILE SETOUT SECTIONS SHEET 2

07PRELIMINARY

RCE0279


SCALE 1 : 100

PIER P4 SECTIONSCALE 1 : 100


ABUTMENT B SECTION





D 95% ISSUE 31/1/2017 NAS




TENDER ONLY

10 FEBRUARY 2017


PILE UNDER (SHOWNHIDDEN LINEWORK)REFER DETAIL

STEEL WB DECKSUPPORT BEAM REFERDRAWING RCE0279-13

CAST IN BOLT CLLOCATIONTYPICAL

950

ABUTMENT HEADSTOCKREFER SECTION FORREINFORCEMENT

NOTE:ORIENTATION 90 DEGREESROTATION COMPARED TO PLAN

CL OF PIER/ABUTMENT

9400

500

450

BALLAST SUPPORTWALL

WWA2 - ABUTMENT A

WWB2 - ABUTMENT B

WWA1 - ABUTMENT A

WWB1 - ABUTMENT B

450 650 450 1100 175 475 450 650 450 475 175 1100 450 650 450

X08

CL OF PIER/ABUTMENT

& APPROACH SLA

B

35030040504050300350

Y08

10001000

WING W

ALL

500

WING W

ALL

500

WING WALL

150

WING WALL

150

410410 LONG x 100 DEEP

REBATE TO TOP OFWINGWALL FOR ENDGAURDRAIL POST REFERSTANDARD DETAILS

410 LONG x 100 DEEPREBATE TO TOP OFWINGWALL FOR ENDGAURDRAIL POST REFERSTANDARD DETAILS

Bridge Deck Level

141120

450 650 450 650 450 650 450 650 450 650 450 650 450 650 450

STEEL HD BOLTREFER DRAWINGRCE0279-14

WWA2 - ABUTMENT A

WWB2 - ABUTMENT B

WWA1 - ABUTMENT A

WWB1 - ABUTMENT B

300x300 CHAMFERBEYOND

300x300 CHAMFERBEYOND27

5

300 8100 300

STEEL GIRDER BALLAST WALL APPROACH SLAB

950 2500 2500 2500 950

1100 1100 1100 1100 1100 1100 1100

275

ABUTMENTHEADSTOCK

CONCRETE PILE

Bridge Deck Level

141120

NEW ROCK SPILLWAYABUTMENT REFERDETAILS

APPROACH SLAB TOBALLAST WALL REFERDRAWING RCE0279-12

ALIGNMENT OF ABUTMENTEARTHWORKS BEYOND

REINFORCED CONCRETE PILE

ABUTMENT HEADSTOCK

950

700

5571

025

0

250700

STEEL GIRDER ANDCROSS BEAM SUPPORT

PRECAST CONCRETEDECK PANEL AND INSITUSLAB

REINFORCED CONCRETEAPPROACH SLAB

450 500

STEEL HD BOLT50

GRANOR XJS EXPANSION JOINTREFER DETAIL ON DRAWINGRCE0279-10

WINGWALL BEYOND

Bridge Deck Level

141120

250

275

300

RL 141.395

RL 140.105

ROCK SPILLWAYABUTMENTPROTECTION

REBATE AND SEALANTREFER DETAIL ONDWG RCE0279-12

DRAINAGE REFERDETAIL ONDWG RCE0279-12

REINFORCEDCONCRETE WINGWALL

RL 139.405

PROVIDE 15mm FALLTO TOP OF ABUTMENTRETURN HEADSTOCKPROVIDE DRAINAGE CELLTO SUIT

PILE REFER PLAN

Project

Status

Date

Date

DateTitle

Scale

Drawn Date

Design Date

Checked

Approved

Verified (RPEQ)


A1


Revision

ADRIAN YOUNG


ClientNAS

AY

AY


10/02/20

17 9:37:47

AM

1 : 20

E

ABUTMENT GENERAL ARRANGEMENTPLAN AND DETAILS

08PRELIMINARY

RCE0279






D 95% ISSUE 31/1/2017 NAS


SCALE 1 : 20

ABUTMENT A GENERAL ARRANGEMENT PLAN

SCALE 1 : 20

ABUTMENT A HEADSTOCK GENERAL ARRANGEMENT ELEVATION

SECTIONSCALE 1 : 20 08

X



TENDER ONLY

10 FEBRUARY 2017



Y

WINGWALL WWA1 - ABUTMENT AWINGWALL WWA2 - ABUTMENT A OPPOSITE HANDWINGWALL WWB2 - ABUTMENT BWINGWALL WWB1 - ABUTMENT B OPPOSITE HAND

Bridge Deck Level

141120

A2-6-N24-S-164B

A2-6-N24-S-164T

PILE REINFORCEMENTREFER PILE TYPICALSECTION ON DRAWINGRCE0279-16

A3-6-N24-LL-165

A4-2-N16-LL-200600 LEGS

A2-6-N24-S-164T

A4-2-N16-S-200E.F.

A3-6-N24-LL-165

A4-2-N16-LL-200600 LEGS

BREAK PILE BACK ANDLAP 50mm INTO HEADSTOCKREFER DETAIL TYPICAL

2 GROUPS OF A1-32-N16-HT-300

1000 LAP 1000 LAP

A5-3-N12-S-250EFA6-3-N12-LL-250800 LEGS

A6-3-N12-LL-250800 LEGS

WING WALL RETURNREINFORCEMENTTO LAP FULLY INTOABUTMENT HEADSTOCK

WING WALL REINFORCEMENTTO LAP FULLY INTO ABUTMENTHEADSTOCK

A3-34-N12-LL-250 (CRANK INSIDE LEG OVER ABUTMENT BEAM REINF.)

Bridge Deck Level

141120

A2-2-N16-S-200EF

PILE HEADER BARSREFER PILE DETAILON DRAWING RCE0279-16

TWO GROUPSA1-32-N12-HT-300

PILE REINFORCEMENTREFER DETAIL ONDRAWING RCE0279-16

WB SUPPORT BEAMREFER DRAWINGRCE0279-13

PRECAST DECK PANELREFER DRAWINGRCE0279-15

CAST IN BOLTSREFER DRAWINGRCE0279-14

A4-36-N16-LL-250CRANK LEG TO SUITLAP 500 INTO MAIN BEAMCAGE REINFORCEMENT

A5-3-N16-S-250EF

A2-2-N16-S-200EF

A2-6-N24-S-164B

A2-6-N24-S-164T

GRANOR XJS EXPANSIONJOINT REFER DETAILON DRAWING RCE0279-10

X09

A2-6-N24-S-164TA2-6-N24-S-164B2 GROUPS OF A1-32-N12-HT-300

A3-6-N24-LL-1651000 LEGS

A3-6-N24-LL-1651000 LEGS

PILE REINFORCEMENTREFER DRAWINGRCE0279-16

A2-5-N24-J-150CRANK INTO ABUTMENTHEADSTOCK CAGE


A4-21

-N16

-LL-15

0



A4-21

-N16

-LL-15

0

A4-34-N16-LL-250 (CRANK BAR AT ABUTMENT BEAM OUTSIDE FACE TOP BAR)

M30 CAST INBOLTS TYPICAL

A2-4-N24-J-185 TOP & BOTTOMCRANK INTO ABUTMENTHEADSTOCK CAGE

A2-4-N24-J-185 TOP & BOTTOMCRANK INTO ABUTMENTHEADSTOCK CAGE

NOTE: BEND PILE REINFORCEMENTTO AVOID CLASH WITH HD BOLTSOR PROVIDE LAP BAR TYPICAL

A4-4-N16

-LL-12

0

A4-4-N16

-LL-12

0

A2-6-N24-LL-1841000 LEGS

A2-6-N24-LL-1841000 LEGS

A2-6-N24-LL-1841000 LEGS

A2-6-N24-LL-1841000 LEGS

NOTE:LOCALLY MOVE BEAM REINFORCEMENTCAGE BARS TO AVOID CLASHWITH PILE VERTICAL REINFORCEMENTBARS TYPICAL

NOTE:LOCALLY MOVE BEAM REINFORCEMENTCAGE BARS TO AVOID CLASHWITH PILE VERTICAL REINFORCEMENTBARS TYPICAL

Project

Status

Date

Date

DateTitle

Scale

Drawn Date

Design Date

Checked

Approved

Verified (RPEQ)


A1


Revision

ADRIAN YOUNG


ClientNAS

AY

AY


10/02/20

17 9:37:48

AM

1 : 20

E

ABUTMENT REINFORCEMENT PLANAND DETAILS

09PRELIMINARY

RCE0279




TENDER ONLY

10 FEBRUARY 2017






D 95% ISSUE 31/1/2017 NAS


SCALE 1 : 20

ABUTMENT A HEADSTOCK REINFORCEMENT ELEVATION SECTIONSCALE 1 : 20 09

X

SCALE 1 : 20

ABUTMENT A REINFORCEMENT PLAN

PILE UNDER (SHOWNHIDDEN LINEWORK)REFER DRAWINGRCE0279-16


CAST IN BOLT CLLOCATIONTYPICAL

400

900

8700

PIER 1 HEADSTOCKREFER SECTION FORREINFORCEMENT

NOTE:ORIENTATION 90 DEGREES CLOCKWISEIN PLAN ROTATION COMPARED TO PLAN

CL OF PIER

200

200

275 450 650 450 650 450 650 450 650 450 650 450 650 450 650 450 275

250

400

250


X10

Bridge Deck Level

141120

X10

275 450 650 450 650 450 650 450 650 450 650 450 650 450 650 450

500 1100 1100 1100 1100 1100 1100 1100 500

8700

PIER HEADSTOCK

REINFORCED CONCRETEPILE

STEEL HD BOLTS

STEEL GIRDER

900

50

600 2500 2500 2500 600

PRECASTSUPPORT SLAB

PRECASTSUPPORT SLAB

CAST INSITU DECK SLABAND KERB

Bridge Deck Level

141120

900

450 450

900

1015 960

CONCRETE PILEREFER DETAILS ONDRAWING RCE0279-16

50

250 400 250CONCRETE DECK PANELSREFER DETAILS ONDRAWING RCE0279-15

STEEL GIRDER AND CROSS BEAMREFER DETAILS ONDRAWING RCE0279-13

STEEL HD BOLTSREFER DETAILS ONDRAWING RCE0279-14

GRANOR XJS EXPANSION JOINTSYSTEM REFER DETAIL ABOVEINSTALL IN ACCORDANCE WITHMANUFACTURER'S INSTRUCTIONS

150 VARIES 150

DOW CORNING 902 RCSRECESS 12mm BELOW SURFACE

VARIES

CAST IN ANGLE ASREQUIRED

SILSPEC 900 PNSPOLYMER NOSING SYSTEM

BEVEL EDGE

BACKING ROD ACP PAVEMENT

Project

Status

Date

Date

DateTitle

Scale

Drawn Date

Design Date

Checked

Approved

Verified (RPEQ)


A1


Revision

ADRIAN YOUNG


ClientNAS

AY

AY


10/02/20

17 9:37:49

AM

As indicated

E

PIER GENERAL ARRANGEMENT PLANAND DETAILS

10PRELIMINARY

RCE0279




SCALE 1 : 20

PIER GENERAL ARRANGEMENT PLAN

TENDER ONLY

10 FEBRUARY 2017






D 95% ISSUE 31/1/2017 NAS


SCALE 1 : 20

PIER HEADSTOCK GENERAL ARRANGEMENT ELEVATION SECTIONSCALE 1 : 20 10

X

SCALE 1 : 5

GRANOR XJS EXPANSION JOINT DETAIL

Bridge Deck Level

141120

PILE REINFORCEMENTREFER PILE TYPICALSECTION ON DRAWINGRCE0276-16

P2-6-N24-S-150B

P2-6-N24-S-150T

P2-3-N16-S-200EF

P2-6-N24-LL-1501000 LEGS

P2-6-N24-LL-1501000 LEGS

1000 LAP

P3-3-N16-LL-200600 LEGS

1000 LAP

TWO GROUPS P1-29-N16-HT-300

P3-3-N16-LL-200600 LEGS

Bridge Deck Level

141120

PILE REFERDETAIL ON DRAWINGRCE0279-16

PILE HEADER BARSREFER PILE DETAILON DRAWING RCE0279-16

P2-6-N24-S-150B

P2-3-N16-S-200EF

PRECAST DECK PANELREFER DRAWINGRCE0279-15

WB SUPPORT BEAMSREFER DRAWINGRCE0279-

CAST IN BOLTSREFER DRAWINGRCE0279-14

P2-6-N24-S-150TTWO GROUPSP1-29-N16-HT-300

GRANOR XJS EXPANSION JOINT SYSTEMREFER DETAIL ON DRAWINGRCE0279-10

X11

NOTE:ORIENTATION 90 DEGREES CLOCKWISEIN PLAN ROTATION COMPARED TO PLAN

P2-6-N24-S-164TP2-6-N24-S-164B

P3-6-N24-LL-1651000 LEGS

P3-6-N24-LL-1651000 LEGS

PILE REINFORCEMENTREFER DRAWINGRCE0279-16

M30 HD BOLTSTYPICAL

Project

Status

Date

Date

DateTitle

Scale

Drawn Date

Design Date

Checked

Approved

Verified (RPEQ)


A1


Revision

ADRIAN YOUNG


ClientNAS

AY

AY


10/02/20

17 9:37:49

AM

1 : 20

E

PIER REINFORCEMENT PLAN ANDDETAILS

11PRELIMINARY

RCE0279






D 95% ISSUE 31/1/2017 NAS


SCALE 1 : 20

PIER HEADSTOCK REINFORCEMENT ELEVATION SECTIONSCALE 1 : 20 11

X

SCALE 1 : 20

PIER REINFORCEMENT PLAN

AS4-16

-N16

-S-160

BAS2-42-N20-S-200B

AS1-42-N16-200T

AS3-42-N16-A-200

AS3-42-N16-A-200

AS4-16

-N16

-S-200

T

AS5-16

-N16

-A-200

AS5-16

-N16

-A-200

X-

CONNECTION REFERDOWEL DETAIL ON THISDRAWINGPAVEMENT BASE, BASE OR

SUBBASE LAYERS CARRIEDTHROUGH TO BALLAST WALL

SECTION X-

SECTION Y-

ROAD DESIGNBY OTHERS

PRECAST DECK PANELREFER DRAWING RCE0279-15

ATTACH NYLEX COREDRAINOR APPROVED EQUIVALENTSTRIP DRAIN

100 DIA. CORRUGATEDPERFORATED PLASTICDRAINAGE PIPE EXTENDED AT3% SLOPE TO OUTLET

Y-

300

300

3000

20010

20

ABUTMENT HEADSTOCKBELOW

WWA2 - ABUTMENT A

WWB2 - ABUTMENT B

WWA1 - ABUTMENT A

WWB1 - ABUTMENT B

TWO GROUPSA(B)1-19-N16-HT-150

A(B)2-18-N24-S-150

A(B)2-16-N16-S-150

A(B)1-19-N16-A-150

100 DIA. CORRUGATEDPERFORATED PLASTICDRAINAGE PIPE EXTENDED AT3% SLOPE TO OUTLET

ATTACH NYLEX COREDRAINOR APPROVED EQUIVALENTSTRIP DRAIN. PROVIDE 20mmFALL TO TOP OF ABUTMENTRETURN HEADSTOCK

AS4-16-N16-S-160T

AS1-42-N16-S-200T

AS2-42-N20-S-200B

AS4-16-N16-S-200B

AS3-42-N16-A-200 AS3-42-N16-A-200

AS4-16-N16-S-160T

AS1-42-N16-S-200T

AS2-42-N20-S-200B

AS4-16-N16-S-200B

AS5-16-N16-A-200

AS5-16-N16-A-200

TWO GROUPSA(B)1-19-N20-HT-150

A(B)2-18-N24-S-150

A(B)2-16-N20-S-150

A(B)1-19-N20-A-150

ABUTMENT BALLAST WALLUNDER

REBATE AT APPROACHSLAB TO WING WALLREFER DETAIL

REBATE AT APPROACHSLAB TO WING WALLREFER DETAIL

GRANOR XJS EXPANSION JOINTREFER DRAWING RCE0279-105

SLAB REINFORCEMENTREFER APPROACH SLABDETAILS

ABUTMENT BALLAST WALLREINFORCEMENT REFERABUTMENT DETAILS

20mm DIA. HOT DIP GALVANISEDANCHOR BARS AT 300 CRS300 EMBEDMENT, 450 LONGVERTICAL, 300 COG

20

COMPRESSIBLEFILLER

75x75x8 EAHOT DIP GALVANISEDN16 ANCHOR BARS AT 300 CRS700 TOTAL LONG BAR

NON-SHRINK GROUT

GRANOR XJS EXPANSIONJOINT DETAIL REFERDRAWING RCE0279-10

20

20

10

APPROVED HOT POUREDSYNTHETIC RUBBERJOINT SEALANT

ABUTMENTWING WALL

RIGID FOAMED PLASTICSHEET

APPROACH SLAB

15mm CHAMFER TOALL CONCRETE EDGESTYPICAL

Project

Status

Date

Date

DateTitle

Scale

Drawn Date

Design Date

Checked

Approved

Verified (RPEQ)


A1


Revision

ADRIAN YOUNG


ClientNAS

AY

AY


10/02/20

17 9:37:50

AM

As indicated

E

ABUTMENT APPROACH SLAB DETAILS

12PRELIMINARY

RCE0279






D 95% ISSUE 31/1/2017 NAS


SCALE 1 : 20

APPROACH SLAB ABUTMENT A PLAN

SCALE 1 : 5

APPROACH SLAB TO ABUTMENT BALLAST WALL DOWEL DETAIL

SCALE 1 : 5

REBATE DETAIL AT WINGWALL



TENDER ONLY

10 FEBRUARY 2017


700WB150

700WB150

700WB150

ABUTMENT B

ABUTMENT A

PIER 1

CH 460

.330

CH 470

.375

CH 520

.600

CH 480

.420

CH 490

.465

CH 500

.510

CH 510

.555

PIER 2

PIER 3

PIER 4

PIER 5

CH 500

.00

700WB150

700WB150

700WB150

700WB150

700WB150

700WB150

700WB150

700WB150

700WB150

700WB150

700WB150

700WB150

700WB150

700WB150

700WB150

700WB150

700WB150

700WB150

700WB150

700WB150

700WB150

700WB150

700WB150

700WB150

700WB150

700WB150

700WB150

700WB150

700WB150

700WB150

700WB150

700WB150

700WB150

700WB150

700WB150

700WB150

700WB150

700WB150

700WB150

700WB150

700WB150

700WB150

700WB150

700WB150

700WB150360UB51 360UB51

360UB51 360UB51

360UB51 360UB51

360UB51 360UB51

360UB51 360UB51

360UB51 360UB51

360UB51 360UB51 360UB51

360UB51

360UB51

360UB51

360UB51

360UB51

360UB51 360UB51 360UB51

360UB51 360UB51

360UB51 360UB51

360UB51 360UB51

360UB51 360UB51

360UB51 360UB51

360UB51 360UB51

360UB51

360UB51

360UB51

360UB51

360UB51

360UB51

360UB51

360UB51 360UB51

360UB51 360UB51

360UB51 360UB51

360UB51 360UB51

360UB51 360UB51

360UB51 360UB51

360UB51 360UB51

360UB51

360UB51

360UB51

360UB51

360UB51

360UB51

360UB51

360UB51 360UB51

360UB51 360UB51

360UB51 360UB51

360UB51 360UB51

360UB51 360UB51

360UB51 360UB51

360UB51 360UB51

360UB51

360UB51

360UB51

360UB51

360UB51

360UB51

360UB51

360UB51 360UB51

360UB51 360UB51

360UB51 360UB51

360UB51 360UB51

360UB51 360UB51

360UB51 360UB51

360UB51 360UB51

360UB51

360UB51

360UB51

360UB51

360UB51

360UB51

360UB51

700WB150 360UB51

700WB150 360UB51

700WB150 360UB51

700WB150 360UB51

700WB150 360UB51

700WB150 360UB51

700WB150 360UB51

360UB51

360UB51

360UB51

360UB51

360UB51

360UB51

360UB51

ABUTMENT REFERDETAILS ON DRAWINGRCE0279-08

PIER REFERDETAILS ON DRAWINGRCE0279-10





ABUTMENT REFERDETAILS ON DRAWINGRCE0279-08

113

213

2

14314

25.00010257.500 25.000 10020.000 25.000 10020.000 25.000 10020.000 25.000 10020.000 25.000 10257.500

25.000

12.500

1000.000

4141.2504141.250

1000.0001000.000

4022.5004022.500

1000.0001000.000

4022.5004022.500

1000.0001000.000

4022.5004022.500

1000.0001000.000

4022.5004022.500

1000.0001000.000

4141.2504141.250

1000.000

12.500

1060760

25060770200

CLAMP PLATE CONNECTIONWB GIRDER TO PRECAST PANELTO TOP FLANGE OF WBREFER DETAIL-2 ON DRAWINGRCE0279-14 TYPICAL

PIER SUPPORTREFER DRAWING RCE0279-11

ABUTMENT SUPPORTREFER DRAWING RCE0279-08

ABUTMENT SUPPORTREFER DRAWING RCE0279-08

CROSS BEAMBRACE

CROSS BEAM BRACEREFER DETAIL-1 ONDRAWING RCE0279-14FOR CONNECTION TO GIRDER

CROSS BEAMBRACE

BEARING PLATE CONNECTIONTO ABUTMENT ON BOTTOM FLANGEREFER DETAIL-3ON DRAWINGRCE0279-14 TYPICAL



CROSS BEAMBRACE

CROSS BEAMBRACE

CROSS BEAMBRACE

CROSS BEAMBRACE

CROSS BEAMBRACE

CROSS BEAMBRACE

CROSS BEAMBRACE

CROSS BEAMBRACE

CROSS BEAMBRACE









CLAMP PLATE CONNECTIONWB GIRDER TO PRECAST PANELTO TOP FLANGE OF WBREFER DETAIL-2 ON DRAWINGRCE0279-14 TYPICAL

Bridge Deck Level

141120

114

ABUTMENT CONCRETESUPPORT REFER DWGRCE0279-08

WB GIRDERREFER PLAN

UB CROSS BEAMREFER PLAN

PRECAST DECK PANELREFER DWG RCE0279-15

3% FALL3% FALL

Bridge Deck Level

141120

PIER CONCRETESUPPORT REFER DWGRCE0279-10

WB GIRDERREFER PLAN


PRECAST DECK PANELREFER DWG RCE0279-15

3% FALL3% FALL

Project

Status

Date

Date

DateTitle

Scale

Drawn Date

Design Date

Checked

Approved

Verified (RPEQ)


A1


Revision

ADRIAN YOUNG


ClientNAS

AY

AY


10/02/20

17 9:37:51

AM

As indicated

E

STEEL GIRDER PLAN AND DETAILS

13PRELIMINARY

RCE0279




SCALE 1 : 100

STEEL FRAMING PLAN

TYPICAL SECTION AT ABUTMENT LOCATION TYPICAL SECTION AT PIER LOCATION

SCALE 1 : 100

STEEL GIRDER BEAM ELEVATION

SCALE 1 : 100

TYPICAL GIRDER BEAM PLAN

TENDER ONLY

10 FEBRUARY 2017






D 95% ISSUE 31/1/2017 NAS



1 SECTIONSCALE 1 : 50 13

2

150 150 27525

250

550x170x20 BASE PL8 CFW2M30 GR4.6/S BOLTS550 EMBEDMENT INTO ABUTMENTPROVIDE 350x170x35 GRANORBEARING PAD PART NO. 030602R-5

WB GIRDER BEAMREFER PLAN


2 OFF 12 STIFFENER PL EACH SIDEOF BOLT AND EACH SIDE OF GIRDER WEB6 CFWPROVIDE CHAMFERED EDGES TO PLATEWHERE WB GIRDER WEB MEETS FLANGE

APPROACH SLABREFER DRAWING RCE0279-12

250 250

150150 150150

25 GAP



REINFORCED CONCRETEPIER SUPPORT REFERDRAWING RCE0279-10

550x170x20 BASE PL8 CFW2M30 GR4.6/S BOLTS550 EMBEDMENT INTO PIERPROVIDE 350x170x35 GRANORBEARING PAD PART NO. 030602R-5


PRECAST CONCRETEDECK PANEL

2 OFF 12 STIFFENER PL EACH SIDEOF CAST IN BOLT LOCATIONS AND EACHSIDE OF GIRDER WEB6 CFWPROVIDE CHAMFERED EDGES TO PLATEWHERE WB GIRDER WEB MEETS FLANGE

REFER GRANOR XJS EXPANSIONJOINT SYSTEM DETAIL ONDRAWING RCE0279-10

Bridge Deck Level

141120




PRECAST DECK PANELAND INSITU SLABREFER DWG RCE0279-15

16 END PLFSBW FLANGES6 CFW WEB4M20 GR8.8/S BOLTS

16 END PLFSBW FLANGES6 CFW WEB4M20 GR8.8/S BOLTS


100

Project

Status

Date

Date

DateTitle

Scale

Drawn Date

Design Date

Checked

Approved

Verified (RPEQ)


A1


Revision

ADRIAN YOUNG


ClientNAS

AY

AY


10/02/20

17 9:37:52

AM

1 : 10

E

STEEL FRAMING DETAILS

14PRELIMINARY

RCE0279




DETAILSCALE 1 : 10 13

2 DETAILSCALE 1 : 10 13

3

TENDER ONLY

10 FEBRUARY 2017






D 95% ISSUE 31/1/2017 NAS



1

115.1

ABUTMENT B

ABUTMENT A

PIER 1

CH 460.330

CH 470.375

CH 520.600

CH 480.420

CH 490.465

CH 500.510

CH 510.555

PIER 2

PIER 3

PIER 4

PIER 5

CH 500.00

10 240

PRECAST CONCRETEDECK PANELS WITHKERB

REINFORCED CONCRETEPIER HEADSTOCKUNDER TYPICAL

REINFORCED CONCRETEABUTMENT HEADSTOCKUNDER TYPICAL

REINFORCED CONCRETEABUTMENT HEADSTOCKUNDER TYPICAL

A15

KB

KB

GUARDRAILBASEPLATE LOCATIONTYPICAL

27003300

2700

10

10273

25

10020

25

10020

25

10020

25

10020

25

10273

10

KB

KB

KB

KB

KB

KB

KB

KB

KB

KB

KB

KB

PANEL A

PANEL B

PANEL A

PANEL A

PANEL B

PANEL A

PANEL C

PANEL D

PANEL C

PANEL C

PANEL D

PANEL C

PANEL C

PANEL D

PANEL C

PANEL C

PANEL D

PANEL C

24010

SCUPPER LOCATIONTYPICAL

Bridge Deck Level

141120

PROVIDE DRIP GROOVE

PROVIDE STANDARD CRANKTO BOTTOM BAR TOMAINTAIN COVER TO DRIPGROOVE AS REQUIRED

4-N20-S-EF

N16-XH-150

2-N20-S-EF

900 900 5100 900 900

CL OF PANEL

AND ROAD

WB STEEL SUPPORTBEAM REFER DRAWINGRCE0279-13

PROVIDE DRIP GROOVE

PROVIDE 20mm CHAMFERTO UPSTAND EDGES

4 OFF TOTAL 5T SWL SWIFT LIFTLIFTING POINTS REFER PLAN

SCUPPERS AT 2.5m CRSEACH END OF DECK PANELREFER DETAIL AND PLAN

4 OFF TOTAL 5T SWL SWIFT LIFTLIFTING POINTS REFER PLAN

300

275

N16-XH-150

4-N20-S-EF

D2-18-N20-S-150

D1-69-N20-M-150(PANELS A & B)D1-67-N16-M-150(PANELS C & D)

D1-16-N16-M-150PROVIDE STANDARD CRANKTO SUIT AT DRIP GROOVE

2

15

D1-69-N206-U-150 900 LEGS(PANELS A & B)D1-67-N16-U-150 700 LEGS(PANELS C & D)

D1-69-N20-U-150 700LEGS(PANELS A & B)D1-67-N20-U-150 700 LEGS(PANELS C & D)

700 LAP 700 LAP

D2-23-N16-S-150

D1-69-N20-M-150(PANELS A & B)D1-67-N20-M-150(PANELS C & D)

D8-69-N16-L-150 (PANELS A & B)D8-67-N16-L-150 (PANELS C & D)

4-N16-S-EF

D8-69-N20-V-150 (PANELS A & B)D8-67-N20-V-150 (PANELS C & D)

D5-69-N16-L-150(PANELS A & B)D5-67-N16-L-150(PANELS C & D)

D5-69-N16-L-150 (PANELS A & B)D5-67-N16-L-150 (PANELS C & D)

D8-69-N20-S-150 (PANELS A & B)D8-67-N20-S-150 (PANELS C & D)

D8-69-N20-S-150 (PANELS A & B)D8-67-N20-S-150 (PANELS C & D)

D7-56-N16-S-150

D2-23-N16-S-150

300

D1-18-N12-JJ-600"A" AND "C" - 150"D" - VARIES"E" - 300

1200 CRS MAX. 300 300

215

SIM

Bridge Deck Level

141120

PROVIDE 28mmx 45mmELONGATED HOLE3 SETS OF 2 HOLES PERWB GIRDER

SLAB REINFORCEMENTREFER SECTION-A ONTHIS DRAWING

PRECAST DECK PANEL

2 OFF (1 SET) M24 GR8.8/S BOLTSAT 1500 CRS MAX.

WB GIRDER SUPPORT BEAM

PRECAST PANEL TO WB GIRDER DETAIL UNO.

100 WIDE x 25 THICKPLATE

8

100x50x5 RHSSCUPPER

15

CONCRETEUPSTAND KERB

REINFORCEMENTREFER SECTION

Project

Status

Date

Date

DateTitle

Scale

Drawn Date

Design Date

Checked

Approved

Verified (RPEQ)


A1


Revision

ADRIAN YOUNG


ClientNAS

AY

AY


10/02/20

17 9:37:53

AM

As indicated

E

PRECAST SLAB DECK PLAN

15PRELIMINARY

RCE0279




PRECAST SLAB SETOUT PLANSCALE 1:200

PRECAST PANEL NOTE:1. CONCRETE STRENGTH F'c - 40MPa2. MINIMUM COVER - 50mm3. APPROXIMATE UNIT WEIGHT:- 15t

TENDER ONLY

10 FEBRUARY 2017






D 95% ISSUE 31/1/2017 NAS



A


2

SCALE 1 : 10

KERB SCUPPER DETAIL

WB STEEL GIRDERLOCATION TYPICAL

150.000 997.250 997.250 997.250 997.250 997.250 997.250 997.250 997.250 997.250 997.250

150.000 25.000 150.000

972.000 972.000 972.000 972.000 972.000 972.000 972.000 972.000 972.000 972.000 150.000

500

1700

500

500

2300

500

500

1700

500

PANEL A

PANEL A

PANEL B

PANEL C

PANEL C

PANEL D

1500.000 1000.000 5272.500 1000.000 1500.000 25.000 1500.000 1000.000 5020.000 1000.000 1500.000

2N20

2N20

2N20

2N20

2N20

2N20

2N20

2N20

2N20

2N20

2N20

2N20

435

130

970

130

970

130

970

130

970

130

970

130

970

130

970

130

435

LEGEND:

INDICATES 5T LIFTING LUG LOCATION

INDICATES M24 FERRULE CONNECTIONTO WB GIRDER BEAM LOCATION

PRECAST SUPPORTDECK PANEL

STRONGBACK DESIGNEDAND CERTIFIED BY CONTRACTOR

RIGGING AND LIFTSUPPORT DESIGNEDAND CERTIFIEDBY CONTRACTOR

NOTE:

JOB SPECIFIC LIFTING DESIGN FORALL PRECAST PANELS TO BEDESIGNED AND CERTIFIED BYCONTRACTOR

Project

Status

Date

Date

DateTitle

Scale

Drawn Date

Design Date

Checked

Approved

Verified (RPEQ)


A1


Revision

ADRIAN YOUNG


ClientNAS

AY

AY


10/02/20

17 9:37:53

AM

As indicated

B

PRECAST DECK DETAILS

15.1PRELIMINARY

RCE0279



A 95% ISSUE 31/1/2017 NAS

B FOR TENDER 10/2/17 NAS



TENDER ONLY

10 FEBRUARY 2017


TYPICAL PRECAST SLAB LAYOUT PLANS


1

SCALE 1 : 50

SCHEMATIC SLAB LIFTING DETAIL

PILE ELEVATION

STEEL PILETOE LINERREFER DETAIL

50 COVER= 1000

SPIRAL AT 50mm PITCH

= 975


VARIABLE LENGTH


= 975


= 1000

SPIRAL AT 50mm PITCH50 COVER

16 DIA. ANCHOR BARS600 LONG

Q'Y' 8 - N24 - S SPACEDAS SHOWN IN SECTION

Q3 1 - N12 - SP WITHPITCH AS SHOWNSEE RTAB002A

200 SPREADERS UNIFORMLY SPACED AT 1500 CRS APPROX. 100

STEEL PILEDRIVING RINGREFER DETAIL

SPREADERSPREADER

X

-

Y

-

SECTION

500

500

75 75

7575

16 DIA. ANCHOR BARS4 OFF

10 THICK STEELPLATE PILE TOE

X

-

SECTION Y-

PRECAST PILE GENERAL NOTES:

NOT TO SCALE1. MINIMUM 28 DAY COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 40MPa

2. CONCRETE EXPOSURE CLASSIFICATION - B1

3. CONCRETE EDGES SHALL BE CHAMFERED 25mmx25mm

4. COVER TO REINFORCEMENT NEAREST TO THE CONCRETE SURFACE SHALL BE 50mm

5. THE MINIMUM SPECIFIED COVER IS BASED ON THE PILE BEING CAST IN RIGID FORMWORK WITHINTENSE COMPACTION USING VIBRATING TABLE OR FORM VIBRATORS.

6. REINFORCING BARS SHALL BE GRADE D500N TO AS/NZS 4671

7. REINFORCING BARS FOR SPIRALS SHALL BE GRADE R250N TO AS/NZS 4671

8. STEEL REINFORCING WIRE FOR SPIRALS SHALL BE EQUIVALENT TO GRADE R500L TO AS/NZS 4671DIAMETERS LESS THAN 12mm CAN BE OBTAINED FROM SPECIALIST STEEL REINFORCEMENT SUPPLIERS.

9. SPIRALS SHALL BE ANCHORED AT EACH END BY 1.5 TURNS AT ZERO PITCH AND A HOOK AROUND AMAIN BAR OR 1.5 TURNS AT ZERO PITCH AND A MINIMUM 300mm EXTENSION INTO CORE CONCRETE.

10. STEEL PLATE SHALL CONFORM TO AS/NZS 3678-250 OR 200

11. THE WELD CATEGORY SHALL BE GP IN ACCORDANCE WITH AS 1554 PART 1.

12. WELDING SYMBOLS COMPLY WITH AS1101 PART 3.

13. SPREADERS MAY BE OMITTED IS AN APPROVED METHOD OF HOLDING THE BARS IN THEIR CORRECTPOSITION IS EMPLOYED DURING CASTING.

14. LIFTING HOOKS SHALL BE MADE FROM GRADE R250N BARS TO AS/NZS 4671.

15. TWO POINT LIFT 0.2L FROM EACH END IS REQUIRED FOR PILES WHERE THE LENGTH EXCEEDS THE VALUESAS SHOWN IN THE LIFTING HOOK SCHEDULE.

16. LIFTING HOOKS SHALL BE CUT OFF FLUSH WITH CONCRETE SURFACE AND ENDS EPOXY COATEDAFTER THE PILE IS IN POSITION READY FOR DRIVING.

ABUTMENTS PIERSDESIGN ELEMENT

424 kN COMPRESSION424 kN TENSION

PILE DESIGN AXIAL LOADAT ULS

353 kN COMPRESSION52 kN TENSION

135 kNmPILE DESIGN MOMENTAT ULS

20 kNm

17. THE NOMINATED LOADS AND MOMENTS APPLY TO THE STRUCTURE AS DESIGNED . AS ANY PROPOSEDCHANGES TO THE PILES AND PILE LAYOUT MAY SIGNIFICANTLY ALTER THE BEHAVIOUR OF THE STRUCTURE,AS WELL AS THE PILE LOADS AND MOMENTS, THEY SHALL BE SUBMITTED TO THE PRINCIPLE FOR APPROVALPRIOR TO COMMENCEMENT OF PILING OPERATIONS.

18. THE CALCULATED SET IS mm/BLOW AT A NET DRIVING ENERGY OF kJ (1 kJ = 0.1 TONNE METRES) {TBC BYPILE CONTRACTOR}

19. THE MAXIMUM DRIVING ENERGY SHALL BE kJ {TBC BY PILE CONTRACTOR}

20. THE MINIMUM PENETRATION DEPTH OF THE PILES SHALL BE m BELOW THE SOFFIT OF PILE CAP /EXISTING SURFACE LEVEL. {TBC BY PILE CONTRACTOR}

Q3

SPREADER

376

318

318

376

Ø10 OR Ø12 PLAINOR DEFORMEDREINFORCING BAR

SPREADER BAR DETAILS

PLAN ELEVATION

TACK WELD ATALL CONTACTPOINTS

TOTAL NUMBER REQUIRED - 116

500

500

5040

050

50 400 50

Q3

SPREADER

PILE SECTION UNO.

BAR SHAPES DIAGRAM

Y

S LL

700

Y

350 150 350

LIFTING HOOK DETAIL

L ½

100

L1

100

BEND ON Ø3d PIN

LIFTING HOOK BAR

BEND RADIUS NORMAL

SPIRAL DIAMETER AND "S" BAR DETAILS SHALL BE OBTAINED FROM THE TABLE SHOWN ON ROADSAND MARITIME SERVICES DRAWING No. B100 AND VALUES SHALL BE INSERTED AS REQUIRED

Q1

Q 'Y' Q 'Y'

Q1 2 - N20 - LL

PILING HAMMER:

* TO BE CONFIRMED

PILE SCHEDULE

PILE No LENGTH OFPILE "L" (m)

No REQUIRED No OF SPREADERSPER PILE

A/1 TO A/6 15 6 11

1/1 TO 1/4 4

B/1 TO B/6

MINIMUM DEVELOPMENT AND LAP LENGTHS

BAR SIZEd

EXPOSURE CLASSIFICATION/CONC. STRENGTH (MPa)/COVER (mm)

20 600

750

1000

B1/40/40 B2/50/50

1250

24

28

32

500

600

700

850

LIFTING HOOK SCHEDULE

PILE SIZE(mm)

APPROXIMATEWEIGHT OF PILE

PER METRELENGTH (t/m)

350x350 0.294

400x400 0.384

450x450 0.486

500x500 0.600

LIFTING HOOKSIZE(d)

MAXIMUMLENGTH OF PILE

FOR SINGLEPOINT LIFT (m)

20

20

24

24

8

9

10

11

2/1 TO 2/4

3/1 TO 3/4

4/1 TO 4/4

5/1 TO 5/4

6

15

15

16

17.5

17.5

16.5

4

4

4

4

11

11

12

13

13

12

5

TYP.

STEEL PILE TOE DETAIL

10 PLATETYPICAL

150

500

4 OFF / Ø16 ANCHOR BARS600 LONG

10

600

DRIVING RING DETAIL

65x8 PLATEDRIVING RING

PRECAST CONCRETEPILE

PRECAST CONCRETEPILE

PRECAST CONCRETE PILEREINFORCEMENT NOT SHOWN FORCLARITY ONLY

PRECAST CONCRETE PILEREINFORCEMENT NOT SHOWN FORCLARITY ONLY

L

0.3L 0.7L

ONE POINT LIFT TWO POINT LIFT AND SUPPORT

0.2L 0.6L 0.2L

L

PILE LIFTING AND SUPPORT DETAILSLIFTING POINTS AND SUPPORT POINTS FOR TRANSPORTATION AND STACKINGSHALL BE PLAINLY MARKED ON ALL PILES AFTER REMOVAL OF FORMS.LIFTING AND SUPPORT SHALL BE AT DESIGNATED POINTS ONLY.NOT TO SCALE

Project

Status

Date

Date

DateTitle

Scale

Drawn Date

Design Date

Checked

Approved

Verified (RPEQ)


A1


Revision

ADRIAN YOUNG


ClientNAS

AY

AY


10/02/20

17 9:37:54

AM

As indicated

E

PRECAST CONCRETE PILE DETAILS

16PRELIMINARY

RCE0279




TENDER ONLY

10 FEBRUARY 2017






D 95% ISSUE 31/1/2017 NAS


Project

Status

Date

Date

DateTitle

Scale

Drawn Date

Design Date

Checked

Approved

Verified (RPEQ)


A1


Revision

ADRIAN YOUNG


ClientNAS

AY

AY


10/02/20

17 9:37:55

AM

E

BAR SHAPES DIAGRAM

17PRELIMINARY

RCE0279




SHAPECODE

AUSTRALIAN STANDARDSHAPE

S A

A

A C

H

HH

V

L

LH

U

D

C B

A

A

B

A

C

B

C

B

A

D = BEND DIA

SH

VV

J

JJ

SP

F

LL

T

RC

R

HT

CT

XT

VL

SHAPECODE


SHAPECODE


A C

B

A

B

C C

A C

B

ED

A

E

B

C

B B

E

A C

D

D

A

B

A

B

'A' IS IN THEDIRECTION OFTHE MAIN BARS

A

D

B E

C BENDSFITM

ENT

D

C

B

A

BEND

S

FITM

ENT

DA D = OD

C

B

A

R = EXT RADIUS

A

D

A

B

C

C

B

A

K

G

E

D

C

B

A

Y

XH

W

Q

P

N

M

SHAPECODE


SHAPECODE


BENDSFITM

ENT

BENDS

FITMENT

A C

B

BENDS

FITMENT

C

B

C

D

A

B

C E

D

B

C

A

D=INTERNAL DIA

E

A

B C

D

BEND

S

FITM

ENT

C D

AB

E

BENDS

FITMENT

B C D

A

E

BENDS

FITMENT

AZ

FITME

NT BE

NDS

B

A

E

C D

B

A

B C

A

B

C

FITMENTBENDSAND HOOKS





FITMENTHOOKS

B E

C D

A

B

A

D

A

B

C

A B

D

A

B

REINFORCEMENT NOTES1. AUSTRALIAN STANDARD BAR SHAPES ARE IN ACCORDANCE WITH AS 1100.501.2. BAR SIZE IS THE NOMINAL DIAMETER IN MILLIMETRES, OR THE AS/NZS 4671FABRIC NUMBER3. THE GRADE OF REINFORCEMENT, IF NOT STATED ON THE DRAWINGS, SHALL BED500N TO AS/NZS 4671.4. WHERE SHOWN ON THE DRAWINGS, "W" SHALL DENOTE PLAIN ROUNDREINFORCING BARS EQUIVALENT TO GRADE R500L TO AS/NZS 4671.5. WHERE SHOWN ON THE DRAWINGS, RL AND SL SHALL DENOTE WELDEDREINFORCING FABRIC (RECTANGULAR AND SQUARE) RESPECTIVELY.6. BARS OF DIAMETER GREATER THAN 24mm SHALL NOT BE REBENT.7. BAR BENDING AND HOOK DETAILS SHALL BE IN ACCORDANCE WITH SECTION 13 OFAS5100.5 - BRIDGE DESIGN8. WELDING OF REINFORCEMENT SHALL COMPLY WITH AS/NZS 1554.3.9. DIMENSIONS A, B, ETC ARE FROM THE OUTSIDE FACES OF THE BARS AS SHOWNON THE BAR SHAPES DIAGRAM.10. THE INCLUDED ANGLE OF ANY BEND SHALL BE A RIGHT ANGLE, IF NO DIMENSIONIS SHOWN.11. BAR BENT SUCH THAT STRAIGHT LEGS LIE IN SAME HORIZONTAL PLANE.

BAR MARKING LEGENDTHE METHOD USED TO DESCRIBE REINFORCEMENT ON THE DRAWINGSIS AS FOLLOWS:

A2 14 - N16 - S - 300EF

INFORMATION FOR PLACING

SPACING OF BARS ALONG LIMIT LINEIN MILLIMETRES

BAR SHAPE CODE

BAR SIZE IN MILLIMETRES

BAR STRUCTURAL PROPERTIES(DEFAULT GRADE IS D500N)

NUMBER OF BARS IN THE SET

BAR NUMBER IN SEQUENCE

STRUCTURE ELEMENT DENOTATION

NOTES1. STRUCTURE ELEMENT DENOTATION:

A - FOR ABUTMENTS OR ABUTMENT AB - FOR ABUTMENT BD - FOR DECK AND INSITU BARRIERSF - FOR FOUNDATIONG - FOR GIRDERS AND PLANKSP - FOR PIERSH - FOR HEADWALLSPB - FOR PRECAST BARRIERSSA - FOR APPROACH SLABS OR APPROACH SLAB ASB - FOR APPROACH SLAB BW - FOR WING WALLS

2. INFORMATION FOR PLACING:NF - NEAR FACEFF - FAR FACEEF - EACH FACELV - LENGTH VARIESNSOP - NOT SHOWN ON PLAN FOR CLARITY

TENDER ONLY

10 FEBRUARY 2017






D 95% ISSUE 31/1/2017 NAS


SECTION

ALTERNATE TOE WALL DETAILS

A-

DETAIL FOR ADDITIONAL TOE PROTECTION

Road embankment

Deck unit or girder

Pavement layers

Ground Line

1

Rock spillthroughprotection

Provision for safetyharness attachmentif required. Refer

Rockfill

1

1

Handpacked facegrouted with 1:3cement mortar

1.5

*

Relieving slab

2% fall

*

*

*

*

Strip filter

Existing

Ground Line

dt

dt

1

1

To allow the platform width totransition, the slope of theprotection below the platform must besteeper than the roadembankment

Depth of toe to be modified tosuit project specific conditions andestimated scour depth

dt

* Refer to the project specificdrawings for actual dimensions

dt

*dt

1

1

Varies850 (min)broomfinish

1700

400

500min

Finished roadsurface

100 dia weepholesat 2000 centres

Rock masonry toe wall(Type A) set in cementmortar up to groundlevel.(Refer Note 2)

Geotextilelayer

1.5 [3000 min (Refer Note 4)]

600

min

ExistingGround Line

1.5 [3000 min (Refer Note 4)]

600

min

*ExistingGround Line

Rock armour additionaltoe protection (d50 =300). Refer Note 1, 3,4, and 5

Rock armour additionaltoe protection (d

50 =

300). Refer Note 1, 3,4, and 5

NOTES:

1. Refer to Standard Drawing 1536 for Selection Criteria, General Notes and Drawing Indexfor Abutment Protection.

2. Rock masonry toe wall and handpacked face grouted rock fill protection shall be inaccordance with MRTS03.

3. Refer to Standard Drawing 1536 for applicable situations where rock armour additional toeprotection is required.

4. Width of the additional toe protection to be modified to suit project specific scour situationin accordance with the project scour assessment.

5. Rock armour additional toe protection to be in accordance with Rock Protection sectionof MRTS03.

6. Geotextile filter material to be in accordance with MRTS27, Filtration class 3, StrengthClass D.

7. Concrete to be in accordance with MRTS70. Concrete to be N25/20.Exposure classification B2.

8. Reinforcing steel to be read in conjunction with Standard Drawing 1044. Reinforcingsteel to be in accordance with AS/NZS 4671 and MRTS71. Cover to be 55 minimumunless stated otherwise. Reinforcement to be hot dip galvanized to AS/NZS 4680where shown.

9. Tack welding for location purposes to conform to AS/NZS 1554.3 Clauses 3.3.1 and3.3.2. Welding consumables to be G49X or T49X to AS/NZS 1434 or AS/NZ ISO 17632.

10.Dimensions are in millimetres unless shown otherwise.11.Setting out points shown thus

REFERENCED DOCUMENTS:Standard Drawings:

1044 Reinforcing Steel - Lap Lengths and Reinforcing Steel Information1536 Selection Criteria, General Notes and Drawing Index1540 Type 1 - Rock Spillthrough - Up to 1700 Clearance

Roadway Roadway embankment

Match

emba

nkmen

tslop

e

Roadway Embankmentprotection detail notshown, refer roaddesign advice

Front of toe wall

Downstream extent of the scourprotection shall be 3 x heightof protection at abutment butnot less than 10000

1000

0 Min.

The top of the protectionis to follow the undersideof the headstock

Level

Level

1 on 1 slope

1 on 1.5 slope

FLOW

Level bridge inspectionand maintenance platform

Slop

e

changes

Platfo

rm to

tran

sition to full

width over 4

000 maximum

Ground Line

ROCK SPILLTHROUGH (SQUARE BRIDGE SHOWN -SKEWED BRIDGE SIMILAR)

Ground Line

Bridge inspection and maintenance platform

Maintenance access to be provided downthe abutment protection when theroadway embankment is steeperthan 1 on 2. Refer Note 4 StandardDrawing 1536.If steps are provided, widthof steps to be 600. The stairs must jointhe platform where the platform is at fullwidth

Extent of theadditional toeprotection shallbe determinedto suit sitecondition

10000

min

STEP DETAILSB-

SECTION

STAIR DIMENSIONS

B

B

-

-

600 wide concretestaircase. Top faceof stairs shall bebroom finished

Goingwidth

Riseheight

Embankmentslope

215 2151 on 1 (45°)

263 1751 on 1.5 (33.7°)

300 1501 on 2 (26.6°)

Refer to AS 1657 for stepdetails for alternate slopes

GalvanizedSL72 meshplaced centrally

Rockspillthroughprotection

GalvanizedSL72 mesh

Rockspillthroughprotection

Going

width10

Rise

height

Emba

nkmen

tslop

e

150

min

slabRise

height

600 concrete slaband staircase

150

min

slab

SECTION

DETAIL 1-

M16 collared eyeboltsshall be attached tosupport a safetyharness for inspectionand maintenance

Headstock

Stainless steel insert `Reid FE16070SS'or approved equivalent with R10 x 400long cross bar bent at 45° behind thereinforcing cage. Inserts to be at 1500centres maximum. For location detailsrefer to the project specific bridgedrawings

GENERAL LAYOUT (SQUARE BRIDGE)

ELEVATION

A

A

-

-

Bridge inspection and maintenance platform

Ground Line

Rock armour additionaltoe protection.(Full extent ofprotection not shownfor clarity)

PLAN

Road Embankment protectiondetail not shown, refer roaddesign advice

The top of theprotection is tofollow the undersideof the headstock

10000 min.

10000 min.

Level

Level

Level bridge inspection andmaintenance platform

Ground Line

Front oftoe wall

Rock armour additionaltoe protection.(Full extent of protectionnot shown for clarity)

GENERAL LAYOUT (SKEWED BRIDGE)

PLAN

FLOW

Downstream extent of the scour

protection shall be 3 c height

of protection as abutment but

not less than 10000

Guardrail posts andcable pits may needto be installed priorto constructing theprotection

Project

Status

Date

Date

DateTitle

Scale

Drawn Date

Design Date

Checked

Approved

Verified (RPEQ)


A1


Revision

ADRIAN YOUNG


ClientNAS

AY

AY


10/02/20

17 9:37:57

AM

As indicated

E

ABUTMENT PROTECTION DETAILS

18PRELIMINARY

RCE0279






D 95% ISSUE 31/1/2017 NAS




TENDER ONLY

10 FEBRUARY 2017


SCALE 1 : 75

ABUTMENT PROTECTION DETAIL - GENERAL LAYOUT SQUARE PART 2

TYPICAL BRIDGE TRAFFIC BARRIER LAYOUT

ELEVATION

NEAR SIDE BARRIER - AS SHOWNFAR SIDE BARRIER - OPPOSITE HAND

2181.50 (Refer Design Criteria 2a and 2b)

End Post Type E1R(FS) End Post TypeE2R (NS)(set normal totop of wingwall)

Documents

RCE0279 Tender Set...STEEL GRADE 300 WELDING SECTIONS TO AS/NZS 3679.2-2011 300 HOT ROLLED PLATES AND SLABS TO AS/NZS 3678-2011 250 HOLLOW SECTIONS TO AS 1163-2009 C350 4. COPIES OF