P500_FINAL_DESIGN_DWGS-Vol 2_SIGNED.pdf

PDF 12 MB Posted May 23, 2023

Attached to: FY24 MCAF PAF180500 BOMBER APRON, ROYAL AUSTRALIAN AIR FORCE BASE TINDAL, AUSTRALIA
Solicitation number: N6274223R1302
Issued by: Department of the Navy Naval Facilities Engineering Command

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V-08

EDGE OF SHOULDER

EDGE OF APRON

O F

EDGE OF SHOULDER

EDGE OF APRON

TAXIWAY A

SQID

COVER

SLAB

EDGE OF PAVEMENT

PAVEMENT CONSTRUCTION

WORKS BY KC-30 PROJECT

PENSTOCK AND MAIN DISTRIBUTION

BOARD SLAB REFER TO DRAWING

S-508 FOR STRUCTURAL DETAILS

14.54.2

CL303

LIMIT OF PAVEMENT WORKS

CP107

FINAL SUBMITTAL

C044138No.RE G I

S T

ED PR O FE S S I ON A L E NG I NEER

S TA T E O F C A L I F O R N I A

50m

1:500

PLAN

NORTH

A1PAVEMENT PLAN

SCALE: 1:500m

PAVEMENT TYPE 1

(USAF AIRCRAFT STRENGTH RIGID PAVEMENT)

PAVEMENT TYPE 2

(USAF TUG-STRENGTH RIGID PAVEMENT)

PAVEMENT TYPE 3

(USAF SHOULDER STRENGTH FLEXIBLE PAVEMENT)

PAVEMENT TYPE 4

(OPEN DRAIN - INTERLOCKING CONCRETE BLOCK PAVERS)

1. FOR PAVEMENT DETAILS REFER TO DRAWING CP501.

2. LOCATION OF PAVEMENT TYPE 6 (UNSEALED ACCESS TRACK) SHOWN

ON DRAWINGS C402 TO C408.

PAVEMENT TYPE 5

(SEALED ACCESS ROAD )

SHEET GENERAL NOTES:

SHEET LEGEND:

CONCRETE EDGE BEAM

TAXIWAY A ALIGNMENT

(KC-30 PROJECT)

CR522

SQID COVER SLAB

REFER TO DRAWING CR522 FOR DETAILS

LIGHT POLE FOOTING

TYPICAL

SERVICE PIT

TYPICAL

DATE: 03/02/2023

Evan Mizue

EDGE OF SHOULDER

EDGE OF APRON

O F

EDGE OF SHOULDER

EDGE OF APRON

TAXIWAY A

EDGE OF PAVEMENT

CL302

PAVEMENT CONSTRUCTION

WORKS BY KC-30 PROJECT

CL301

LIMIT OF PAVEMENT WORKS

CP108

FINAL SUBMITTAL

C044138No.RE G I

S T

ED PR O FE S S I ON A L E NG I NEER

S TA T E O F C A L I F O R N I A

50m

1:500

PLAN

NORTH

A1PAVEMENT PLAN

SCALE: 1:500m

PAVEMENT TYPE 1

(USAF AIRCRAFT STRENGTH RIGID PAVEMENT)

PAVEMENT TYPE 2

(USAF TUG-STRENGTH RIGID PAVEMENT)

PAVEMENT TYPE 3

(USAF SHOULDER STRENGTH FLEXIBLE PAVEMENT)

PAVEMENT TYPE 4

(OPEN DRAIN - INTERLOCKING CONCRETE BLOCK PAVERS)

PAVEMENT TYPE 5

(SEALED ACCESS ROAD)

SHEET GENERAL NOTES:

SHEET LEGEND:

1. FOR PAVEMENT DETAILS REFER TO DRAWING CP501.

2. LOCATION OF PAVEMENT TYPE 6 (UNSEALED ACCESS TRACK) SHOWN

ON DRAWINGS C402 TO C408.

CONCRETE EDGE BEAM

TAXIWAY A ALIGNMENT

(KC-30 PROJECT)

LIGHT POLE FOOTING

TYPICAL

SERVICE PIT

TYPICAL

PAVEMENT TYPE 3

(USAF SHOULDER STRENGTH FLEXIBLE PAVEMENT)

PAVEMENT TYPE 4

(OPEN DRAIN - INTERLOCKING CONCRETE BLOCK PAVERS)

DESIGN SURFACE

80mm CONCRETE BLOCK PAVERS 20mm BEDDING SAND

150mm CEMENT STABILISED BASE

PREPARED SUBGRADE

SELECT FILL (AS REQUIRED)

PAVEMENT TYPE 5

(SEALED ACCESS ROAD)

DESIGN SURFACE

50mm AC14

CUTBACK BITUMEN PRIME

PREPARED SUBGRADE (CBR = 6%)

150mm BASE MATERIAL

(FINE CRUSHED ROCK)

150mm SUBBASE MATERIAL

(FINE CRUSHED ROCK)

MINIMUM 150mm SELECT FILL

75mm NON STRUCTURAL SHOTCRETE WITH SL62 WIRE MESH

PAVEMENT TYPE 6

(UNSEALED ACCESS TRACK)

DESIGN SURFACE

PREPARED SUBGRADE (CBR = 6%)

200mm AGGREGATE

SURFACING

SELECT FILL (AS REQUIRED)

WOVEN REINFORCEMENT

GEOTEXTILE FABRIC

DESIGN SURFACE

120mm AC14 CONSTRUCTED IN TWO LAYERS

AMC1 CUTBACK BITUMEN PRIME

PREPARED SUBGRADE (CBR = 6%)

250mm FINE CRUSHED ROCK

BASE LAYER

275mm CEMENT STABILISED SUBBASE

SELECT FILL (AS REQUIRED)

PAVEMENT TYPE 1

(USAF AIRCRAFT STRENGTH RIGID PAVEMENT)

DESIGN SURFACE

505mm JOINTED PLAIN CONCRETE (4.8 MPa CHARACTERISTIC FLEXURAL STRENGTH AT 90 DAYS)

225mm LEAN MIX CONCRETE BASE

PREPARED SUBGRADE

(K-VALUE = 39 kPa/mm)

200mm AGGREGATE SUBBASE

DESIGN SURFACE

165mm JOINTED PLAIN CONCRETE WITH SL62 WIRE MESH (4.8 MPa CHARACTERISTIC FLEXURAL STRENGTH)

PREPARED SUBGRADE

(K-VALUE = 39 kPa/mm)

PAVEMENT TYPE 2

(USAF TUG-STRENGTH RIGID PAVEMENT)

SELECT FILL (AS REQUIRED)

200mm LEAN MIX CONCRETE BASE

200mm AGGREGATE SUBBASE

7mm DEBONDING SPRAY SEAL

(REFER TO NOTE 3)

7mm DEBONDING SPRAY SEAL

(REFER TO NOTE 3)

FINAL SUBMITTAL

C044138No.RE

S T

ED PRO F E S S I ON A L E NG I NEER

ST A T E O F C A L I F O R N I A

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH PAVEMENT

PLAN DRAWINGS CP107 AND CP108.

2. AC14 - 14 mm NOMINAL MAXIMUM AGGREGATE SIZE ASPHALT.

3. NOMINAL AMC6 CUTBACK BITUMEN, 1.3L/m2 RESIDUAL BINDER AT

15 DEGREES C, 7 mm STONE AT 165 m2/m3.

A1PAVEMENT DETAILS

-NOT TO SCALE

SHEET GENERAL NOTES:

CP501

CP502

FINAL SUBMITTAL

C044138No.RE G I

S T

ED PR O FE S S I ON A L E NG I NEER

S TA T E O F C A L I F O R N I A

NOT USED

PFT PFT PFT PFT PFT PFT

.6 x 5 .0

.2 x 4

.5 x 5 .3

.0 x 3

PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF

11.67 2 x 5.835

R R R R R R R R R R R R R R R

4.15

EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ

DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ

DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ

DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DC

DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DC

DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ

DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ

DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ

DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ

DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ

DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ

DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ

DCJ DCJ DCJ DCJ DCJ

DCJ DCJ DCJ DCJ DCJ DCJ

DCJ DCJ DCJ DCJ DCJ

PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF P

R R R R RR

4.945.37

SJ SJ SJ SJ

DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ

23.33 5 x 4.666

34.30 7 x 4.9

36.10 7 x 5.157

36.69 7 x 5.242

3.64

R R R R

R R

427.50 90 x 4.597

EJ EJ EJ EJ EJ EJ EJ EJEJEJEJEJEJEJEJ

EJEJEJEJEJEJEJEJ

EJ EJ EJ EJ EJ EJ EJ EJ

EJ EJ EJ EJ EJ EJ EJ EJEJEJEJEJEJEJEJEJ

EJ EJ EJ EJ EJ EJ EJ EJEJEJEJEJEJEJEJEJ EJ EJ EJ EJ EJEJEJEJEJEJ

EJ EJ EJ EJ EJ EJ EJ EJEJEJEJEJEJEJEJ

R R

.1 x 5 .0

4.29 4.534.845.77 5.48 5.79

R R

EJ EJR

R R

R 5.

R R

R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R

R R R R R R R R R R R R R R R R R R R R R R R R R

N:\AU\A delaide \Ser vi ce\Aviat ion\Aer o nauticalGround Lighting \P rojec ts\NA SI R\ Maste rpl an\CAD P lans\ LE A

LIMIT OF PAVEMENT WORKS

OMIT DOWELS WHERE DOWELLED CONSTRUCTION

JOINT CHANGES ALIGNMENT TYP.

TAXIWAY A

CR107

FINAL SUBMITTAL

C044138No.RE G I

S T

ED PR O FE S S I ON A L E NG I NEER

S TA T E O F C A L I F O R N I A

50m

1:500

1. FOR PAVEMENT DETAILS REFERENCE DRAWINGS CP501.

2. FOR JOINT AND SLAB REINFORCEMENT DETAILS REFER TO DRAWINGS

CR501 TO CR513.

3. FOR DEEP BASE CAN INSTALLATION WITHIN A SLAB REFER TO

DRAWINGS CR515 AND CR518. FOR DEEP BASE CAN INSTALLATION

DETAILS WITHIN A CONCRETE BLOCKOUT REFER TO DRAWING CR516.

4. EXPANSION JOINTS MUST BE CONSTRUCTED AGAINST ALL DRAINAGE

PITS, GRATED DRAINS, BLOCKOUTS, FOOTINGS AND LIKE

PENETRATIONS FOR FULL DEPTH OF ABUTTING PAVEMENT.

5. REFER TO DRAWING CR515 FOR REINFORCEMENT REQUIREMENTS

AROUND DEEP BASE CAN PENETRATIONS IN RIGID PAVEMENT. SLABS

NOT SHOWN AS REINFORCEMENT FOR CLARITY.

6. EARTHING POINT LOCATIONS TO BE COORDINATED WITH JOINTING

PLAN DURING CONSTRUCTION.

PLAN

NORTH

A1RIGID PAVEMENT JOINTING PLAN

SCALE: 1:500m

DCJ

PF PLAIN FACE EDGE

EXPANSION JOINT

SAWN CONTRACTION JOINT

DOWELLED CONSTRUCTION JOINT

CONCRETE SLAB THICKENED

R REINFORCED SLAB

PFT PLAIN FACE THICKENED EDGE

CONCRETE EDGE THICKENED

AGL DEEP BASE CAN IN RIGID PAVEMENT SLAB.

SLAB REINFORCEMENT AROUND CAN IN

ACCORDANCE WITH DRAWING CR515.

CR501A2

CR501

AGL BLOCK-OUT FOR DEEP BASE CAN

DOWELLED SAWN CONTRACTION JOINTDSJ

CR503

SHEET GENERAL NOTES:

SHEET LEGEND:

CR501

CR502

CR501

SHALLOW BASE CANS

CR502

TEST SECTION AREA

AGL DEEP BASE CAN DUAL LIGHT

INSTALLATION IN RIGID PAVEMENT SLAB.

SLAB REINFORCEMENT AROUND CAN IN

ACCORDANCE WITH DRAWING CR507.

PFT PFT PFT PFT PFT PFT

.9 x 5 .3

PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF

.0 x 3 .7

11.38 2 x 5.692

RRRR

R R R R R R R R R

4.12

EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ

DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ

DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ

DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ

DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ

DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ

DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ

DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ

DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ

DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ

DCJ DCJ DCJ DCJ DCJ

DCJ DCJ DCJ DCJ DCJ DCJ

DCJ DCJ DCJ DCJ DCJ

PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF

R R

R R RR R R

R R R R

4.27

SJ SJSJ SJSJ SJ

DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ DCJ

427.50 90 x 4.597

36.69 7 x 5.242

36.12 7 x 5.16

36.08 7 x 5.157

36.10 7 x 5.157

36.69 7 x 5.242

34.05 7 x 4.864

22.76 5 x 4.553

R R

R R RR

R R

427.50 90 x 4.597

EJ EJ EJ EJ EJ EJEJEJEJEJEJE

EJ EJ EJ EJ EJ EJ EJ EJEJEJEJEJEJEJEJ

EJ EJ EJ EJ EJ EJ EJ EJEJEJEJEJEJEJEJEJ EJ EJ EJ EJ EJ EJ EJ EJEJEJEJEJEJEJEJEJEJ

EJ EJ EJ EJ EJ EJ EJ EJEJEJEJEJEJEJEJEJ

EJ EJ EJ EJ EJ EJ EJEJEJEJEJEJEJEJEJ

EJ EJ EJ EJ EJ EJ EJ EJEJEJEJEJEJEJEJ

EJ 5.

.2 x 4 .9

R R

R R R R

.6 x 5 .0

.1 x 5

4.65 4.84 4.16 4.63 3.765.75 5.48 6.15 5.48 5.965.51 4.81

R R

5.86R

R R

3.87

5.65 3.77

RRR

EJ EJ EJ

R R R

R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R

R R R R R R R R R R R R R RR R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R

R N:\AU\A de laid e\S erv ice \Aviation\Aerona ut ic alGro u nd L ig ht ing\ Pro je cts\ N AS IR\M as t erpl an\CADP lan s\ L EA

LIMIT OF PAVEMENT WORKS

OMIT DOWELS WHERE DOWELLED CONSTRUCTION

JOINT CHANGES ALIGNMENT TYP.

TAXIWAY A

CR108

FINAL SUBMITTAL

C044138No.RE G I

S T

ED PR O FE S S I ON A L E NG I NEER

S TA T E O F C A L I F O R N I A

PLAN

NORTH

A1RIGID PAVEMENT JOINTING PLAN

SCALE: 1:500m

50m

1:500

CR501

CR502

CR501

1. FOR PAVEMENT DETAILS REFERENCE DRAWING CP501.

2. FOR JOINT AND SLAB REINFORCEMENT DETAILS REFER TO DRAWINGS

CR501 TO CR513.

3. FOR DEEP BASE CAN INSTALLATION WITHIN A SLAB REFER TO

DRAWINGS CR515 AND CR518. FOR DEEP BASE CAN INSTALLATION

DETAILS WITHIN A CONCRETE BLOCKOUT REFER TO DRAWING CR516.

4. EXPANSION JOINTS MUST BE CONSTRUCTED AGAINST ALL DRAINAGE

PITS, GRATED DRAINS, BLOCKOUTS, FOOTINGS AND LIKE

PENETRATIONS FOR FULL DEPTH OF ABUTTING PAVEMENT.

5. REFER TO DRAWING CR515 FOR REINFORCEMENT REQUIREMENTS

AROUND DEEP BASE CAN PENETRATIONS IN RIGID PAVEMENT. SLABS

NOT SHOWN AS REINFORCEMENT FOR CLARITY.

6. EARTHING POINT LOCATIONS TO BE COORDINATED WITH JOINTING

PLAN DURING CONSTRUCTION.

DCJ

PF PLAIN FACE EDGE

EXPANSION JOINT

SAWN CONTRACTION JOINT

DOWELLED CONSTRUCTION JOINT

CONCRETE SLAB THICKENED

R REINFORCED SLAB

PFT PLAIN FACE THICKENED EDGE

CONCRETE EDGE THICKENED

DOWELLED SAWN CONTRACTION JOINTDSJ

SHEET GENERAL NOTES:

SHEET LEGEND:

AGL DEEP BASE CAN IN RIGID PAVEMENT SLAB.

SLAB REINFORCEMENT AROUND CAN IN

ACCORDANCE WITH DRAWING CR515.

AGL BLOCK-OUT FOR DEEP BASE CAN

SHALLOW BASE CANS

TEST SECTION AREA

AGL DEEP BASE CAN DUAL LIGHT

INSTALLATION IN RIGID PAVEMENT SLAB.

SLAB REINFORCEMENT AROUND CAN IN

ACCORDANCE WITH DRAWING CR507.

TRANSITION SLAB

LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV

AGL

C C

C C C C C C C C C C C C C C C C C C C

VERTICAL RISER TYPE 2

VERTICAL RISER TYPE 2VERTICAL RISER TYPE 2

VERTICAL RISER TYPE 2

PVC DRAIN PIPE

VR7

VR8

VR9VR10

CR301

LIMIT OF PAVEMENT WORKS

CR503

CR127

FINAL SUBMITTAL

C044138No.RE

S T

ED PRO F E S S I ON A L E NG I NEER

ST A T E O F C A L I F O R N I A

50m

1:500

PLAN

NORTH

A1SUBSOIL DRAINAGE PLAN

SCALE: 1:500m

150mm PERFORATED SN8 PVC SUBSOIL PIPE

150mm NON-PERFORATED SN8 PVC DRAIN PIPE

INSPECTION FLUSHING POINT

1. FOR PAVEMENT DETAILS REFER DRAWING NO. CP501.

2. ALL SUBSOIL DRAINAGE OUTLETS TO STORMWATER CULVERTS

AND PITS TO BE PROVIDED WITH ONE-WAY FLAP VALVES.

SHEET GENERAL NOTES:

SHEET LEGEND:

VR00 VERTICAL RISER IDENTIFICATION TAG

SETOUT POINTS

ID NUMBER EASTING NORTHING LEVEL

VR7 216678.54 8394072.99 128.581

VR8 216627.22 8394123.57 128.192

VR9 216596.35 8394127.99 128.345

VR10 216573.28 8394154.22 128.522

AGL AGL

AGL

C C

VERTICAL RISER TYPE 2VERTICAL RISER TYPE 2 VERTICAL RISER TYPE 2

VERTICAL RISER TYPE 2

VERTICAL

RISER TYPE 2

VERTICAL

RISER TYPE 2

DN 225 RCP

PVC DRAIN PIPE PVC DRAIN PIPE

PVC DRAIN PIPE

DN 225 RCP

VR1VR2

VR3VR4VR5VR6

LIMIT OF PAVEMENT WORKS

CR128

FINAL SUBMITTAL

C044138No.RE G I

S T

ED PR O FE S S I ON A L E NG I NEER

S TA T E O F C A L I F O R N I A

1. FOR PAVEMENT DETAILS REFER DRAWING NO. CP501.

2. ALL SUBSOIL DRAINAGE OUTLETS TO STORMWATER CULVERTS

AND PITS TO BE PROVIDED WITH ONE-WAY FLAP VALVES.

PLAN

NORTH

A1SUBSOIL DRAINAGE PLAN

SCALE: 1:500m

50m

1:500

150mm PERFORATED SN8 PVC SUBSOIL PIPE

150mm NON-PERFORATED SN8 PVC DRAIN PIPE

INSPECTION FLUSHING POINT

SHEET GENERAL NOTES:

SHEET LEGEND:

VR00 VERTICAL RISER IDENTIFICATION TAG

SETOUT POINTS

ID NUMBER EASTING NORTHING LEVEL

VR1 216864.26 8393828.32 128.640

VR2 216840.69 8393854.17 128.435

VR3 216842.95 8393879.93 128.594

VR4 216821.97 8393910.74 128.612

VR5 216774.70 8393965.27 128.614

VR6 216725.89 8394019.95 128.608

CLASS 'G'

SOLID LID

5 MPa LEAN MIX

CONCRETE

DN150 RISER

MINIMUM 250

(NO FINES CONCRETE)

DN150 SLOTTED

SUBSOIL DRAIN

5MPa LEAN MIX

CONCRETE

AS REQUIRED

800 x 800 x 180 DEEP

COVER REBATE

50 50 uPVC

PIPE

CAP

15 mm

CHAMFER

(TYP.)

PIPE SLEEVE

N12 BAR

EXTRA N12 BARS

FINE CRUSHED ROCK

LAYER

CEMENT STABILISED

SUBBASE

SELECT FILL / SUBGRADE

MIN

DN150 SLOTTED PVC PIPE

WITH FILTER SOCK

AGGREGATE SUBBASE

JOINTED PLAIN

CONCRETE

LEAN MIX CONCRETE

BASE

NONWOVEN GEOTEXTILE

FILTER

5MPa LEAN MIX CONCRETE

DESIGN SURFACE

NO FINES CONCRETE

PAVEMENT DRAIN

PAVEMENT TYPE 1 PAVEMENT TYPE 3

SELECT FILL

ASPHALT WEARING COURSE

BASECOURSE

SUBBASE (VARIABLE)

SELECT FILL SELECT FILL (MIN 300mm)

USAF JOINT (AS SPECIFIED)

USAF JPC SLAB

TRANSITION SELECT FILL (AS REQUIRED)

ASPHALT AND CONCRETE JOINT INTERFACE

REFER DETAIL D1 ON CR506

TRANSITION PAVEMENT

MIN 3m

TRANSITION PAVEMENT

MIN 3m

CONSTRUCTED BY KC-30 PROJECT CONSTRUCTED BY USAF PROJECT

CONSTRUCTED BY KC-30 PROJECT CONSTRUCTED FIRST BY USAF PROJECT

REFER NOTES 9 AND 10

LEAN MIX CONCRETE

AGGREGATE SUBBASE

USAF JPC EDGE THICKENED SLAB

CEMENT STABILISED RAPID

DRAINING MATERIAL

AGGREGATE SUBBASE

MIN

5MPa LEAN MIX CONCRETE

DN150 SLOTTED PVC PIPE

WITH FILTER SOCK NO FINES CONCRETE PAVEMENT DRAIN

NONWOVEN GEOTEXTILE FILTER150mm WIDE ORANGE WARNING TAPE

PLACED TRANSVERSELY ALONG EDGE

LEAN MIX CONCRETE

CR301

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S TA T E O F C A L I F O R N I A

1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE.

2. EXCAVATE MATERIAL FOR PLACEMENT OF THE LEAN MIX CONCRETE

FOUNDATION.

3. COMPACT 150 mm OF IN-SITU MATERIAL BELOW THE EXCAVATION TO

98 % OF MODIFIED MAXIMUM DRY DENSITY.

4. LONGITUDINALLY TRIM, GRADE AND FINISH SURFACE OF COMPACTED

MATERIAL.

5. CONSTRUCT THE LEAN MIX FOUNDATION, TRANSVERSELY TRIM,

GRADE AND FINISH THE SURFACE OF THE LEAN MIX CONCRETE TO

FALL TO THE SLOTTED DRAINAGE PIPE.

6. IN CASE OF A GRATED DRAIN INSTALLATION, COMPLETE THE

CONSTRUCTION OF THE GRATED DRAIN.

7. OUTER FACES OF NO-FINES CONCRETE DRAIN SHOWN VERTICAL

MUST BE CONSTRUCTED VERTICAL USING FORMWORK. CONSTRUCT

THE NO-FINES CONCRETE DRAIN TO THE LEVELS SHOWN IN THE

DETAIL TO MATCH THE SURFACE LEVEL AND SURFACE LEVEL

TOLERANCE SPECIFIED FOR THE ABUTTING PAVEMENT COURSE.

8. WHERE NEW PAVEMENT CONSTRUCTION ABUTS NO FINES CONCRETE

PAVEMENT DRAIN, CONSTRUCT PAVEMENT DRAIN BEFORE NEW

PAVEMENT.

9. THICKENED EDGE CONCRETE PAVEMENT, LEAN MIX CONCRETE,

AGGREGATE SUBBASE, SELECT FILL AND SUBSOIL DRAIN OF THE

TRANSITION PAVEMENT CONSTRUCTION FIRST BY USAF PROJECT.

ORANGE WARNING TAPE TO BE PLACED AT EDGE OF THE SUBSOIL

DRAIN.

10. BACKFILL WITH SELECT FILL TO THE EDGE OF THE SUBSOIL DRAIN

AND THICKENED CONCRETE EDGE. PLACE A TEMPORARY MARKER ON

THE SURFACE TO INDICATE THE EDGE OF THE SUBSOIL DRAIN.

C1SECTION - SUBSOIL AT APRON EDGE

CR127NOT TO SCALE

A3VERTICAL RISER DETAIL (TYPE 2)

-NOT TO SCALE

B1SECTION - USAF / KC-30 PAVEMENT INTERFACE TAXIWAY FULL STRENGTH PAVEMENT

CR127NOT TO SCALE

SHEET GENERAL NOTES:

DCJ DCJ DCJ

EJ EJ EJ

EJEJEJEJ

DCJ DCJ

DCJ DCJ DCJ

J DCJ DCJ DCJ DCJ DCJ DCJ

DCJ DCJ DCJ DCJ DCJ DCJ DCJ

EJ EJ EJ EJ

EJEJEJEJ

EJEJEJEJEJ

EJ EJ EJ EJ EJ EJ

R R

DCJ DCJ D

DCJ DCJ DCJ

DCJ DCJ DCJ DCJ DCJ DCJ DC

DCJ DCJ DCJ DCJ DCJ DCJ DCJ DC

EJEJEJEJEJEJ

EJ EJ EJ EJ EJ

EJ EJ EJ

EJEJEJEJ

SDCJ DCJ DCJ DCJ DCJ DCJ

DCJ DCJ DCJ DCJ DCJ DCJ

DCJ DCJ DCJ DCJ DCJ DCJ DCJ

DCJ DCJ DCJ DCJ DCJ DCJ

R R

DCJ DCJ DCJ

DCJ DCJ

CJ DCJ DCJ DCJ DCJ

CJ DCJ DCJ DCJ DCJ DCJ

EJ EJ EJ EJ EJ

EJEJEJEJ

EJ EJ

EJEJEJ

R R

DCJ DCJ

DCJ DCJ DCJ DCJ DCJ

DCJ DCJ DCJ DCJ DCJ DC

EJ EJ EJ

EJEJEJ

EJ EJ EJ EJ

EJEJEJEJ

CR501

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ST A T E O F C A L I F O R N I A

10m

1:100

1. FOR PAVEMENT DETAILS REFER DRAWING CP501.

2. FOR MESH REINFORCEMENT REFER DRAWING CR511 AND CR512.

1 No. 16 TRIMMER BARS

REFER DRAWING CR511 FOR DETAILS

MULTIPLE TRIMMER BARS

REFER DRAWING CR511 FOR DETAILS

SHEET GENERAL NOTES:

SHEET LEGEND:

C1DETAIL

CR107 - CR108SCALE: 1:100m

0.8

0.8 0.8

0.8

0.8 0.8

0.8

0.8 0.8

0.8

0.8 0.8

0.8

0.80.8

0.8

0.8 0.8

0.8

0.8 0.8

0.8

0.80.8

C2DETAIL

CR107 - CR108SCALE: 1:100m C3DETAIL

CR107 - CR108SCALE: 1:100m C4DETAIL CR107 - CR108SCALE: 1:100m

A1DETAIL

CR107 - CR108SCALE: 1:100m A2DETAIL

CR107 - CR108SCALE: 1:100m A3DETAIL CR107SCALE: 1:100m A4DETAIL

CR107SCALE: 1:100m

CONCRETE SLAB THICKENED

R REINFORCED SLAB

CONCRETE EDGE THICKENED

0.80.8

0.8 0.8

0.8

0.8 0.8

0.8

0.80.8 0.80.80.8 0.8 0.80.8 0.8

DCJ DCJ DCJ DCJ DCJ DCJ

R R

DCJ DCJ DCJ DCJ

SJDCJ DCJ DCJ DCJ DCJ DCJ

DCJ DCJ DCJ

DCJ

SJ DCJ DCJ DCJ DCJ DCJ

DCJ

PF PF PF PF PF

DCJ DCJ DCJ DCJ

SJCJ DCJ DCJ DCJ DCJ DCJ DCJ

CJ DCJ DCJ DCJ DCJ DCJ DCJ

R R

CR502

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C044138No.RE G I

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S TA T E O F C A L I F O R N I A

10m

1:100

1. FOR PAVEMENT DETAILS REFER DRAWING NO. CP501.

2. FOR MESH REINFORCEMENT REFER DRAWING NO. CR511.

C3DETAIL

SCALE: 1:100mC1DETAIL

SCALE: 1:100m

C4DETAIL

SCALE: 1:100m

A1DETAIL

SCALE: 1:100m A2DETAIL

SCALE: 1:100m

0.8

0.80.

0.8

SHEET GENERAL NOTES:

SHEET LEGEND:

CONSTRUCTION JOINT

OMIT DOWELS

CONSTRUCTION JOINT

OMIT DOWELS

0.8 0.8

0.8

0.80.8

0.8

C2DETAIL

SCALE: 1:100m

0.8

0.80.8

0.8 0.8

8 0.

1 No. 16 TRIMMER BARS

REFER DRAWING CR511 FOR DETAILS

MULTIPLE TRIMMER BARS

REFER DRAWING CR511 FOR DETAILS

CONCRETE SLAB THICKENED

R REINFORCED SLAB

CONCRETE EDGE THICKENED

DCJ EJ DCJ

DCJ EJ EJ DCJ DCJ

NOTE: DETAILS SHOWS CONCRETE THICKNESS TRANSITION ONLY. LOWER PAVEMENT LAYERS OMITTED FOR CLARITY.

CONCRETE SLAB

THICKENED

THICKNESS TRANSITION

CONCRETE EDGE THICKENED

PAVEMENT

TYPE 1

THICKNESS

TRANSITION

PAVEMENT

TYPE 1

PAVEMENT

TYPE 2

NOTE: DETAILS SHOWS CONCRETE THICKNESS TRANSITION ONLY. LOWER PAVEMENT LAYERS OMITTED FOR CLARITY.

110 190

R25

R225

200mm FINE

CRUSHED ROCK BASE

320mm FINE CRUSHED

ROCK SUBBASE

60mm ASPHALT

MIN

120mm ASPHALT

250mm FINE

CRUSHED ROCK BASE

275mm CEMENT

STABILISED SUBBSAE

KC-30 TAXIWAY

SHOULDER PAVEMENT

(BY OTHERS)

PAVEMENT TYPE 3

CR503

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S TA T E O F C A L I F O R N I A

D1SECTION - PAVEMENT TYPE 1 TO PAVEMENT TYPE 2

CR107NOT TO SCALE

D2SECTION - GRATED DRAIN IN PAVEMENT TYPE 1

CR107NOT TO SCALE

A1USAF OPEN DRAIN - PAVEMENT TYPE 3 TO PAVEMENT TYPE 4 TRANSITION

CR127NOT TO SCALE

PAVEMENT TYPE 3 PAVEMENT TYPE 4

CONCRETE EDGE RESTRAINT

REFER NOTES 1 TO 3

A2SECTION - TAXIWAY SHOULDER INTERFACE

CR127NOT TO SCALE

1. N32 20mm MAXIMUM SIZE CONCRETE KERB IN ACCORDANCE WITH

AS 2876.

2. CONTRACTION JOINT AT 3m SPACING, CUT 3mm WIDE TO 1/3 DEPTH, 5mm TOOLED EDGES.

3. EXPANSION JOINTS AT 15mm SPACING, CUT 15mm WIDE FULL-DEPTH, FILLED WITH PRE-SHAPED FILLER MATERIAL.

SHEET GENERAL NOTES:

SELF EXPANDING JOINT FILLER OR APPROVED

EQUIVALENT BONDED TO FACE OF FIRST

PLACED CONCRETE. REFER TO NOTES.

EDGE THICKENING

REFER TO DETAIL

EDGE THICKENING

REFER TO DETAIL

INDUCED SHRINKAGE CRACK

0.5 x LD 0.5 x LD

UNBONDED HALF OF

DOWEL REFER TO NOTE 12

DOWEL BONDED IN FIRST

PLACED CONCRETE

PLACED FIRST PLACED SECOND

x D 0.

x D

0.5 x LT 0.5 x LT

PLACED FIRST PLACED SECOND

x D 0.

x D

INDUCED SHRINKAGE

CRACK

x D 0.

x D

UNBONDED HALF OF

DOWEL REFER TO

NOTE 12

0.5 x LD 0.5 x LD

x D

NEW OR

EXISTING STRUCTURE

x D

EDGE THICKENING

REFER TO DETAIL

NEW RIGID PAVEMENT

x D

OVER LENGTH AND/OR WIDTH OF SLAB (AS APPLICABLE)

0.5 x LD 0.5 x LD

PLACED SECOND

EXISTING OR

PLACED FIRST

UNBONDED HALF OF DOWEL

REFER TO NOTE 12

DOWELS IN DRILLED HOLES AND FIXED

INTO EXISTING OR FIRST PLACED

CONCRETE WITH POWERS AC100PRO

VINYLESTER ADHESIVE OR APPROVED

EQUIVALENT. REFER TO NOTES.

0.5 x LT 0.5 x LT

PLACED SECOND

EXISTING OR

PLACED FIRST

TIE BAR BONDED INTO

SECOND PLACED CONCRETE

TIES IN DRILLED HOLES AND

FIXED INTO EXISTING OR FIRST

PLACED CONCRETE WITH

POWERS AC100PRO VINYLESTER

ADHESIVE OR APPROVED

EQUIVALENT. REFER TO NOTES.

x D 0.

x D

x D 0.

x D

TIE BAR BONDED IN FIRST

PLACED CONCRETE

TIE BAR BONDED INTO

SECOND PLACED

CONCRETE

PLACED FIRST PLACED SECOND

EXISTING OR

PLACED FIRST

PLACED SECOND

EXISTING OR

PLACED FIRST PLACED SECOND

0.5 x LD 0.5 x LD

UNBONDED HALF OF DOWEL -

REFER TO NOTE 12

DOWELS IN DRILLED HOLES

AND FIXED INTO EXISTING OR

FIRST PLACED CONCRETE

WITH POWERS AC100PRO

VINYLESTER ADHESIVE OR

APPROVED EQUIVALENT.

REFER TO NOTES.

PLACED FIRST PLACED SECOND

0.5 x LD 0.5 x LD

x D

UNBONDED HALF OF DOWEL

REFER TO NOTE 12

DOWEL EXPANSION CAP

REFER TO NOTE 21

DOWEL BONDED IN FIRST

PLACED CONCRETE

45° CHAMFER5

x D

DOWEL

EXPANSION CAP

REFER TO NOTE 210.

x D

SELF EXPANDING JOINT FILLER OR

APPROVED EQUIVALENT BONDED TO

FACE OF FIRST PLACED CONCRETE.

20mm COMPRESSIBLE

SHEET RESIN BONDED

CORK JOINT FILLER OR

APPROVED EQUIVALENT

BONDED TO FACE OF

EXISTING OR FIRST

PLACED CONCRETE.

REFER TO NOTES.

E + 6

DOWEL SUPPORT

ASSEMBLY

BITUMEN EMULSION

BOND - BREAK

MEMBRANE APPLIED TO

WHOLE FACE OF FIRST

PLACED CONCRETE

BITUMEN EMULSION BOND - BREAK

MEMBRANE APPLIED TO WHOLE

FACE OF FIRST PLACED CONCRETE

BITUMEN EMULSION BOND BREAK

MEMBRANE APPLIED TO WHOLE

FACE OF FIRST PLACED CONCRETE

BITUMEN EMULSION BOND -

BREAK MEMBRANE APPLIED

TO WHOLE FACE OF FIRST

PLACED CONCRETE

BITUMEN EMULSION BOND -

BREAK MEMBRANE APPLIED

TO WHOLE FACE OF FIRST

PLACED CONCRETE

SELF EXPANDING JOINT FILLER OR APPROVED

EQUIVALENT BONDED TO FACE OF EXISTING OR

FIRST PLACED CONCRETE.

45° CHAMFER5

1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE.

SURFACES AND EDGES

2. ALL SURFACES SHOWN HORIZONTAL MUST BE CONSTRUCTED PARALLEL TO THE

FINISHED SURFACE UNLESS OTHERWISE STATED.

3. ALL SURFACES SHOWN VERTICAL MUST BE CONSTRUCTED TRULY VERTICAL.

4. THE INTERSECTION OF SLAB EDGES/JOINTS MUST BE PERPENDICULAR IN PLAN

UNLESS OTHERWISE SHOWN.

DOWELS

5. DOWELS MUST BE SMOOTH-SIDED, CIRCULAR CROSS SECTION, GRADE 250N STEEL

BARS MEETING THE REQUIREMENTS OF AS/NZS 4671.

6. DOWELS MUST BE STRAIGHT, TRUE TO LENGTH, CLEAN AND FREE FROM MILL SCALE,

RUST, OIL, BURRS AND OTHER IRREGULARITIES.

7. BOTH ENDS OF ALL DOWELS MUST BE SAWN SQUARE (NOT SHEARED) WITH NO

PROTRUSIONS OUTSIDE OF THE NORMAL DIAMETER OF THE BAR.

8. DOWELS ACROSS LONGITUDINAL CONSTRUCTION JOINTS (INCLUDING EXPANSION

JOINTS) MUST BE CAST INTO THE FIRST PLACED CONCRETE BY INSTALLING IN

PURPOSE MADE SLEEVES FIXED TO OUTSIDE OF FORMWORK. ALTERNATIVELY

DOWELS MUST BE BONDED INTO HOLES DRILLED INTO THE FIRST PLACED LANE OF

CONCRETE AS SHOWN.

9. DOWELS ACROSS SAWN CONTRACTION JOINTS MUST BE INSTALLED ON AN

APPROVED DOWEL SUPPORT ASSEMBLY DESIGNED TO BE LEFT IN PLACE

PERMANENTLY. THE ASSEMBLY MUST HOLD THE DOWELS RIGIDLY IN MIDDLE OF

SLAB THICKNESS IN THE CORRECT HORIZONTAL AND VERTICAL ALIGNMENT.

10. DOWELS MUST BE SUPPORTED AND HELD IN POSITION THROUGHOUT CASTING IN OR

BONDED INTO DRILLED HOLES (AS APPLICABLE) SO THAT EVERY DOWEL:

A. HAS HALF OF ITS LENGTH ON BOTH SIDES OF THE JOINT;

B. IS AT THE LEVEL SHOWN ON THE DRAWINGS;

C. IS PARALLEL TO THE UPPER SURFACE OF THE PAVEMENT, AND

D. IS PERPENDICULAR TO THE LINE OF THE JOINT.

TOLERANCE ON POSITION (ITEMS A & B) ABOVE: ±10 mm

TOLERANCE ON ALIGNMENT (ITEMS C & D ABOVE): MAXIMUM 1 IN 100

12. THE WHOLE SURFACE OF THE HALVES OF DOWELS NOT TO BE BONDED MUST BE

COATED WITH TWO COATS OF BITUMEN EMULSION PRIOR TO PLACING CONCRETE.

EACH COATING OF BITUMEN EMULSION MUST BE ALLOWED TO DRY (BREAK)

COMPLETELY PRIOR TO THE APPLICATION OF THE SECOND COAT OR THE PLACING

OF CONCRETE AS APPLICABLE.

SAWING OF CONTRACTION JOINTS

13. CONSTRUCT SAWN CONTRACTION JOINTS PERPENDICULAR TO CONSTRUCTION

JOINTS AND AT THE SPACING SHOWN ALWAYS ALIGNING WITH THE CONTRACTION

JOINTS IN THE ABUTTING LANE OF CONCRETE PAVEMENT UNLESS SHOWN

OTHERWISE.

14. SAW INITIAL CUT OF CONTRACTION JOINTS AS SOON AS THE CONCRETE HAS

ATTAINED SUFFICIENT STRENGTH TO ENABLE SAWING WITHOUT TEARING OF THE

SURFACE AND PRIOR TO THE CONCRETE GAINING A STRENGTH SUCH THAT

UNCONTROLLED CRACKING OCCURS.

EXPANSION JOINTS

15. WIDTH 'E' OF EXPANSION JOINTS MUST BE 20mm UNLESS SHOWN OR NOTED

OTHERWISE.

16. SELF EXPANDING JOINT FILLER MUST BE BONDED TO FACE OF FIRST PLACED OR

EXISTING CONCRETE WITH AN APPROVED WATER PROOF ADHESIVE APPLIED TO

WHOLE FACES OF FILLER AND CONCRETE. DRILL CIRCULAR HOLES IN JOINT FILLER

OF DIAMETER (DD + 5) TO MATCH LOCATION OF DOWELS, IF PRESENT.

17. DOWEL EXPANSION CAPS MUST HAVE A SUITABLE FRANGIBLE STOP TO HOLD END

OF CAP MINIMUM DISTANCE (E + 6 mm) FROM END OF DOWEL UNTIL CONCRETE HAS

HARDENED. CAP MUST FIT DOWEL TIGHTLY AND BE WATERPROOF.

45° CHAMFER

DOWEL TABLE

CONCRETE

THICKNESS D

DOWEL

DIAMETER DD

DOWEL

LENGTH LD

DOWEL

SPACING S

DRILL HOLE

DIAMETER H

125 - 175 20 450 300 24

176 - 300 24 450 300 28

301 - 400 32 500 375 36

401 - 500 40 500 450 44

501 - 600 50 600 450 52

SHEET GENERAL NOTES:

A1CONSTRUCTION JOINT - DTCJ

-NOT TO SCALE

DRILLED AND TIED (DOWELLED)

A2THICKENED EDGE

-NOT TO SCALE A3EXPANSION JOINT - EJ (ABUTTING STRUCTURES)

-NOT TO SCALE

B1-NOT TO SCALE

TIED (AND DOWELLED)

CONSTRUCTION JOINT - TCJ

B2-NOT TO SCALE

PLAIN FACE EDGE

NO EDGE

THICKENING - PF

B3-NOT TO SCALE

PLAIN FACE EDGE

EDGE THICKENED - PFT

B4-NOT TO SCALE

DRILLED AND DOWELLED

EXPANSION JOINT - DDEJ

C1-NOT TO SCALE

DRILLED AND DOWELLED

CONSTRUCTION JOINT - DDCJ

C2-NOT TO SCALE

DOWELLED AND SAWN

CONTRACTION JOINT - DSJ

C3-NOT TO SCALE

DOWELLED EXPANSION JOINT - DEJ

D1-NOT TO SCALE

DOWELLED CONSTRUCTION JOINT - DCJ

D2-NOT TO SCALE

SAWN CONTRACTION JOINT - SJ

D3-NOT TO SCALE

EXPANSION JOINT - EJ (BETWEEN ABUTTING SLABS)

CR506

CR505

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S TA T E O F C A L I F O R N I A

5 13 5

SAWN SLOT FOR SEALANT

CUT CENTRALLY OVER

LINE OF JOINT

FUEL RESISTANT, NON SAG SILICONE

JOINT SEALANT FOR CONCRETE

CONSTRUCTION JOINT

5 13 5

INITIAL SAW CUT 3mm - 5mm WIDE

INDUCED SHRINKAGE CRACK

5 20 5

COMPRESSIBLE SHEET RESIN

BONDED CORK JOINT FILLER

SAWN SLOT FOR SEALANT CUT

CENTRALLY OVER LINE OF INITIAL

SAW CUT

FUEL RESISTANT, NON SAG SILICONE

JOINT SEALANT FOR CONCRETE

FUEL RESISTANT, NON SAG SILICONE

JOINT SEALANT FOR CONCRETE

Ø16mm CLOSED CELL EXPANDED

POLYETHYLENE FOAM

BOND-BREAKER BACKING ROD

45° CHAMFER 45° CHAMFER 45° CHAMFER

Ø16mm CLOSED CELL EXPANDED

POLYETHYLENE FOAM

BOND-BREAKER BACKING ROD

Ø25mm CLOSED CELL EXPANDED

POLYETHYLENE FOAM

BOND-BREAKER BACKING ROD

RIGID PAVEMENT OR

CONCRETE STRUCTURE ASPHALT

50 mm 25 mm

45° 5mm x 5mm CHAMFER

APPLY POLYMER MODIFIED BITUMEN CRACK SEALANT

AS A 75 mm WIDE, 3 mm THICK OVERBAND OVER JOINT

AS SHOWN. CLEAN SURFACES AND PRIME WITH

BITUMEN EMULSION PRIOR TO APPLYING OVERBAND

FINISH ASPHALT FLUSH WITH TOP OF RIGID

PAVEMENT. TOLERANCE TO LEVEL OF TOP

OF RIGID PAVEMENT = +5 mm , -0 mm

COMPACT ASPHALT AGAINST EDGE

OF CONCRETE WITHOUT DAMAGE

TO CONCRETE.

APPLY 2 COATS OF BITUMEN

EMULSION TO VERTICAL FACE

OF CONCRETE AS TACK COAT

CR506

500 100mm

1:1

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S TA T E O F C A L I F O R N I A

1. SAW CUT DEPTH FOR LEAN MIX CONCRETE BASE.

a. T = D/3

2. WIDTH AND DEPTH DIMENSIONS OF JOINT SEALANT TO BE

CONFIRMED FOR MANUFACTURER'S REQUIREMENTS.

SHEET GENERAL NOTES:

C1CR505SCALE: 1:1

SAWN SEALING SLOT AT

CONSTRUCTION JOINT

C2CR505SCALE: 1:1

SEALING SLOT AT 20mm WIDE

FORMED EXPANSION JOINT

C3CR505SCALE: 1:1

SAWN SEALING SLOT AT

SAWN CONTRACTION JOINT

B1SEALED EDGE OF ASPHALT AGAINST RIGID PAVEMENT / CONCRETE STRUCTURE

-NOT TO SCALE

CONDUIT

CONDUIT AS SPECIFIED

BY AGL ENGINEER

ORANGE CONDUIT WARNING TAPE

UNDER CONCRETE FOLLOWING

CONDUIT ALIGNMENT

DE-BONDING LAYER APPLIED

TO SUBBASE AS SPECIFIED

NOMINAL 140 TO SUIT

CONFIGURATION OF

SELECTED CONDUIT

AND CAN. REFER

MANUFACTURER'S

SPECIFICATION

N12-150 U-BARS

TYPICAL

N12-150 U-BARS TOP AND

BOTTOM WITH END COGS

MIN.

75SL82 MESH TOP

DEEP BASE CAN SPECIFIED BY

AGL ENGINEER

SEALANT BETWEEN

PAVEMENT AND

AGL FITTING 2 x N20 TRIMMER BARS (50 COVER)

TYPICAL ALL AROUND AND

BETWEEN CANS1000

ANCHOR RING

40MPa CONCRETE 200mm THICK 5MPa

LEAN MIX CONCRETE

MIN.

SUBBASE AS SPECIFIED

5MPa LEAN MIX

CONCRETE THICKEN

LAYER TO SUIT

FOUNDATION DEPTH

CRADLE / SUPPORT

FOR CONDUIT

SL82 MESH TOP

CONDUIT AS SPECIFIED

BY AGL ENGINEER

CONDUITCONDUIT

C1PLAN VIEW

SCALE: 1:10mm

A1SECTION

SCALE: 1:10mm

CENTRELINE AGL TWIN DEEP BASE CAN SUPPORT IN CONCRETE APRON

2 x N20 TRIMMER

BARS (50 COVER)

TYPICAL ALL AROUND

AND BETWEEN CANS

SUBBASE THICKENING

LINE BELOW REINFORCEMENT IN PAD

FOUNDATION AS SPECIFIED

AGL FITTING / CAN CENTREPOINT

N12 VERTICAL

BARS

4N16 TRIMMER BARS AROUND

CAN IN RING CONFIGURATION

500 LAP

JOINT AND SEALANT BETWEEN

CONCRETE AND AGL CAN

SEALANT RECESSED IN ACCORDANCE

WITH MANUFACTURER'S

SPECIFICATION AND REQUIREMENTS

AGL FITTING / CAN

APPROVED FUEL, WATER

AND UV RESISTANT SEALANT

SNUCG FITTED CLOSED CELL

EXANDED POLYETHYLENE FOAM

BOND BREAKER CHEMICAL

RESISTANT BACKING ROD

C4DETAIL

SCALE: NTS

N1 2-

'U ' B

N12-150 'U' BARSN1

'U ' B

N12-150 'U' BARS

CR507

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C044138No.RE G I

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S TA T E O F C A L I F O R N I A

1:10

0.50

SHEET GENERAL NOTES:

1. THIS DETAIL APPLIES TO TWIN DEEP BASE AGL CANS INSTALLED WITHIN

RIGID CONCRETE PAVEMENT.

2. ALL DIMENSIONS IN MILLIMETRES (U.N.O.)

3. ARRANGEMENT SHOWN IS TYPICAL ONLY. FINAL MOUNTING DETAILS

SHALL SUIT ACTUAL LIGHT FITTING AND CAN.

4. COORDINATE WITH AGL SUBCONTRACTOR TO ENSURE FITTING / CAN IS

INSTALLED IN ACCORDANCE WITH AGL ENGINEERS REQUIREMENTS.

5. REVIEW AND ENSURE ADHERENCE WITH FITTING / CAN SUPPLIERS

SPECIFICATION AND REQUIREMENTS.

6. SUBCONTRACTOR TO ENSURE THAT THE CONCRETE AGL SUPPORT IS

CENTRALLY LOCATED AND POSITIONED DIRECTLY UNDER LIGHT

POSITION

7. MINIMUM SOIL BEARING PRESSURE AT BASE OF FOUNDATION TO BE 300

KPa. IF NOT ACHIEVED ON SITE, PROVIDE IMPROVEMENT LAYER BELOW

FOUNDATION UNTIL THE REQUIRED BEARING CAPACITY IS ACHIEVED.

BEARING CAPACITY TO BE CONFIRMED ON SITE BY GEOTECHNICAL

ENGINEER.

8. SEALANT'S SHALL BE SUPPLIED AND INSTALLED STRICTLY IN

ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND

SPECIFICATION.

9. COORDINATE WITH AGL SUBCONTRACTOR TO ENSURE FITTING / CAN IS

INSTALLED IN ACCORDANCE WITH AGL ENGINEERS REQUIREMENTS

AND FITTING / CAN SUPPLIERS SPECIFICATION AND REQUIREMENTS

10. 50 mm MIN. COVER TO REINFORCEMENT.

11. CONCRETE STRENGTH FOR CAN PAD GRADE N40

12. CONDUIT ENTRIES INTO DEEP BASE CANS MUST BE SEALED TO

PREVENT INGRESS OF CONCRETE OR EPOXY RESIN.

13. ANY DISCREPANCIES TO THE BE REPORTED TO THE MANAGING

CONTRACTOR PRIOR TO CONSTRUCTION

FORM

LINE OF DOWELLED AND

SAWN CONTRACTION JOINT

TOP OF BASE

UNBONDED

HALF OF

DOWEL

DOWEL LENGTH

(LD)

FORM

A3ELEVATION

-NOT TO SCALEA1-NOT TO SCALE

TYPICAL DOWEL SUPPORT FOR DOWELLED

AND SAWN CONTRACTION JOINT - PLAN

B2TYPICAL DOWEL SUPPORT ASSEMBLY - ISOMETRIC VIEW

-NOT TO SCALE

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1. MAXIMUM SIZE OF CROSS-BRACING TO BE 4mm² IF CROSS-BRACING

IS USED.

2. HEIGHT OF THE DOWEL CAGE SHOULD ACCOUNT FOR EDGE

THICKENING WHERE APPLICABLE TO MAINTAIN DOWELS AT THE

MID-DEPTH OF THE CONCRETE PAVEMENT.

3. REFER TO TABLE ON CR505 FOR DOWEL DIMENSIONS AND SPACING.

4. DOWELS TO BE COATED OVER HALF LENGTH OF THE DOWEL +25mm

WITH BITUMEN EMULSION.

5. DOWEL CAGE TO REMAIN UNCOATED.

SHEET GENERAL NOTES:

JOINT JOINT

JOINT JOINT JOINT

JOINT

800 800

JOINT JOINTJOINT

JOINT

TRIMMER BAR

REFER NOTES

(TYPICAL)

PIT

50 5050 5050 50 480 480

N16 TIED TO TOP OF MESH

2 N16 IN SLABS 425 THICK OR MORE

1 N16 IN SLABS 260 TO 424 THICK

NO LOWER N16 IN SLABS LESS

THAN 260 THICK

2 N16 TOP TIED TO

TOP OF MESH - ALL

SLAB THICKNESSES

50 480

BLOCKOUT/PIT

N16 TIED TO TOP OF MESH

REFER TO REINFORCING

MESH TABLE

REFER TO REINFORCING

MESH TABLE

X X

REFER TO REINFORCING MESH TABLE

REFER TO REINFORCING

MESH TABLE

REFER TO REINFORCING MESH TABLE

4 No. TRIMMER BARS

REFER NOTES (TYPICAL)

COGGED TRIMMER BAR

REFER NOTES

TRIMMER BAR

REFER NOTES (TYPICAL)

DCJ DCJ DCJ DCJ DCJ

MIN.

DCJ DCJ DCJ DCJ DCJ DCJ DCJ

0.6 x LD MIN.

MIN.

x L D

0.1 x LD

MIN.

x L D

DOWEL

DOWEL SPACING

NOTE:

FIX ONE SET OF CORNER BARS (L1 AND L2) TO UNDERSIDE OF TOP REINFORCING MESH, SECOND SET WITH 75 COVER FROM BOTTOM OF SLAB AND THIRD SET AT MID-THICKNESS OF SLAB. DELETE THIRD SET

IN SLABS LESS THAN 425 THICK. DELETE BOTTOM SET IN SLABS LESS THAN 260 THICK.

A/3

A/3 A

EDGE OR JOINT IN

RIGID PAVEMENT

BEND ON Ø100 PIN

3-N16 L1 CORNER BARS

REFER TO NOTE

3-N16 L2 CORNER BARS

REFER TO NOTE

JOINT

1. ALL DIMENSIONS IN MILLIMETRES UNLESS NOTED OTHERWISE.

REINFORCING STEEL NOTES

2. STEEL REINFORCING MATERIALS MUST CONFORM TO

AS/NZS 4671.

3. WELDED STEEL REINFORCING MESH MUST BE MANUFACTURED

FROM DEFORMED AND RIBBED STEEL BAR OF STRENGTH

GRADE 500L.

4. WELDED STEEL REINFORCING MESH MUST HAVE THE

CONFIGURATION AND SIZE SHOWN IN THE REINFORCING MESH

TABLE FOR THE RESPECTIVE THICKNESS OF CONCRETE BASE.

5. LAP REINFORCING MESH SO THAT TWO OUTERMOST WIRES OF

ONE SHEET OVERLAP TWO OUTERMOST WIRES OF ADJACENT

SHEET BY AT LEAST 25 mm - SL82, SL62 LAPS MINIMUM 225 mm.

6. MESH MUST BE CUT, PLACED AND LAPPED SO THAT THERE IS

AN EDGE WIRE ALONG EVERY EDGE OF THE MESH. OTHERWISE

PROVIDE AND FIX AN N12 TRIMMING BAR TO THE FULL LENGTH

OF EVERY EDGE OF MESH THAT HAS NO EDGE WIRE.

7. WELDED STEEL REINFORCING MESH MUST BE SET BELOW

FINISHED SURFACE OF CONCRETE AT DEPTH “X” (TOLERANCE

±10 mm) SHOWN IN THE REINFORCING MESH TABLE FOR THE

RESPECTIVE THICKNESS OF CONCRETE BASE.

8. COVER TO REINFORCING STEEL FROM JOINTS AND EDGES OF

CONCRETE BASE MUST BE 50 mm (TOLERANCE -0 mm; +20 mm).

REINFORCMENT OF SLABS OF CONCRETE BASE

9. ALL RECTANGULAR SLABS OF CONCRETE BASE THAT HAVE A

LENGTH TO WIDTH RATIO OF MORE THAN 1.25 MUST BE

REINFORCED FULL WIDTH AND FULL LENGTH WITH WELDED

STEEL REINFORCING MESH.

10. ALL SLABS OF CONCRETE BASE THAT ARE NOT RECTANGULAR

OR SQUARE MUST BE REINFORCED FULL WIDTH AND FULL

LENGTH WITH WELDED STEEL REINFORCING MESH.

11. EVERY SLAB OF CONCRETE BASE THAT ABUTS A SLAB

CONTAINING A JOINT WHICH INTERSECTS THEIR COMMON

JOINT AND DOES NOT ALIGN WITH A JOINT IN THE FIRST SLAB

(I.E. A MISMATCHED JOINT) MUST BE REINFORCED ALONG THE

FULL LENGTH OF THE SLAB EDGE INTERSECTING THE

MISMATCHED JOINT AS SHOWN IN THE PLAN DETAILS AND

SECTIONS.

12. FOR MIS-MATCHED JOINTS, TRIMMER STEEL REINFORCING

BARS MUST BE N16, NOT LESS THAN 1600 mm LONG, FIXED

SYMMETRICALLY ON THE MIS-MATCHED JOINT AND COGGED AS

REQUIRED TO AVOID CROSSING ANY JOINT AS SHOWN IN THE

PLAN DETAIL AND SECTIONS.

13. ALL SLABS OF CONCRETE BASE THAT CONTAIN PIT

PENETRATIONS AND THE LIKE (E.G. FOOTINGS, FUEL HYDRANT

POINT SURROUNDS, AGL DEEP BASE CAN SURROUNDS,

GRATED DRAINS, STORMWATER AND SERVICES PITS AND

FORMED BLOCK-OUTS) MUST BE REINFORCED FULL WIDTH AND

FULL LENGTH WITH WELDED STEEL REINFORCING MESH AND

TRIMMER STEEL REINFORCING BARS ACROSS ALL RE-ENTRANT

CORNERS WITHIN THE SLAB AS SHOWN IN THE PLAN DETAILS

AND SECTIONS.

14. FOR PIT PENETRATIONS AND THE LIKE IN SLABS, TRIMMER

STEEL REINFORCING BARS MUST BE N16, NOT LESS THAN 1600

mm LONG, CENTRED ON RE-ENTRANT CORNERS AND BENT

WHERE REQUIRED TO AVOID CROSSING ANY JOINT AS SHOWN

IN THE PLAN DETAILS AND SECTIONS. AT RE-ENTRANT

CORNERS IN SLABS, TRIMMER BARS MUST BE FIXED TO BE

EQUIANGULAR TO THE FACES OF THE PENETRATION.

800 800

A4DETAIL

CR502NOT TO SCALE

D1(EDGE THICKENING (WHERE APPLICABLE) NOT SHOWN)

-NOT TO SCALE

SHEET GENERAL NOTES:

REINFORCING MESH TABLE

CONCRETE

THICKNESS

DEPTH 'X' BELOW

CONCRETE FSL

STEEL MESH

SIZE

530 160 SL92

425 130 SL82

220 75 SL62

210 75 SL62

175 70 SL62

REINFORCEMENT OF SLABS WITH MISMATCHED JOINTS

D2TRANSVERSE SAWN JOINT OR EXPANSION JOINT

-NOT TO SCALE

MINIMUM CLEARANCE OF DOWEL TO

D3DOWEL TO TRANSVERSE DOWELLED JOINT

-NOT TO SCALE

MINIMUM CLEARANCE OF

B1(EDGE THICKENING (WHERE APPLICABLE) NOT SHOWN)

-NOT TO SCALE

REINFORCEMENT OF SLABS WITH MISMATCHED JOINTS

A1CORNER REINFORCEMENT

-NOT TO SCALE A2DETAIL

CR502NOT TO SCALE

B2SECTION

-NOT TO SCALE

C3SECTION

-NOT TO SCALEC2SECTION

-NOT TO SCALE

CORNER REINFORCEMENT REQUIRED AT ALL SLAB CORNERS WHICH ARE MORE ACUTE THAN 1 IN 10.

CR511

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S TA T E O F C A L I F O R N I A

X (R

JOINT

J…

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File details come from the government source that posted it. Updated May 23, 2023.