PART C - DRAWINGS AND ATTACHMENTS_07172024.pdf

DBB Multiple Facility & Infrastructure Project N6274224R6717 Lombrum Naval Base, Los Negros Island, Papua New Guinea PART C

PART C - DRAWINGS AND ATTACHMENTS

TABLE OF CONTENTS

DRAWINGS

01 GENERAL

02 CIVIL

03.01 ARCHITECTURAL – FACILITY WIDE

03.02 ARCHITECTURAL – SMALL BOAT AND BOSUN FACILITY

03.03 ARCHITECTURAL – REGIONAL MARITIME TRAINING FACILITY

04.01 INTERIOR DESIGN – FACILITY WIDE

04.02 INTERIOR DESIGN – SMALL BOAT AND BOSUN FACILITY

04.03 INTERIOR DESIGN – REGIONAL MARITIME TRAINING CENTER

05.01 STRUCTURAL – FACILITY WIDE

05.02 STRUCTURAL – SMALL BOAT AND BOSUN FACILITY

05.03 STRUCTURAL – REGIONAL MARITIME TRAINING CENTER

06.01 ELECTRICAL – FACILITY WIDE

06.02 ELECTRICAL – SMALL BOAT AND BOSUN FACILITY

06.03 ELECTRICAL – RIGIONAL MARITIME TRAINING CENTER

07.01 PLUMBING AND SANITARY DRAINAGE – FACILITY WIDE

07.02 PLUMBING AND SANITARY DRAINAGE – SMALL BOAT AND BOSUN FACILITY

07.03 PLUMBING AND SANITARY DRAINAGE – REGIONAL MARITIME TRAINING CENTER

ATTACHMENTS

01 SITE LOCATION

02 EXISTING SITE PLAN

03 SITE PLAN

04 PROPOSED LOCATION OF THE SMALL BOAT & BOSUN FACILITY

05 PROPOSED LOCATION OF THE REGIONAL MARITIME TRAINING CENTER

06 SITE PHOTOS

07 PAPUA NEW GUINEA HISTORICAL WEATHER DATA

G-001

FINAL SUBMITTAL

MULTIPLE FACILITY AND INFRASTRUCTURE PROJECTS AT

LOMBRUM NAVAL BASE, PAPUA NEW GUINEA (PNG)

G-002

INDEX OF DRAWINGS

A

A

A

A

A

A

AA

A

A

A

B

B

C

D

E

F

G G

H I

J

K

L

M

N O P

Q

R

S

T

U

V

W

X

X

Y Z

AA

AB

AC

AD

AE AF

AG

AG

AG

AG

AG

AH

AI

AJ

AK

AK

AK

AK

AL

AMAN AO

AP

AR

AQ

AG

PLAN

NORTH

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E P A R T M E N T

O F

T H E

N A V Y

N A V A L

F A C

IL

IT

IE

S

E N G

IN

E E R

IN

G

S Y S T E M S

C O M M A N D

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A V F A C

P A C

IF

IC

A U S T R A L

IA

FINAL SUBMITTAL

S Y M

D E S C R

IP

T

IO

N

D A T E

A P P

RKEY PLAN

GRAPHIC SCALE

SATISFACTORY TO DATE

/0

/2

:1

:0

A

M

C U s e rs

\c jlo n g

\D o c u m e n ts

\R e v it

L o c a l F ile s \B

L D

G -P

X X

X -1

-G -G

E N c a m e ro n .l o n g

.r v t

As indicated

G-101

M U

LT

IP

L E

F A C

IL

IT

Y

A N D

IN

F R A S

TR

U C

TU

R E

RP

17322558

ML ML

P R O

JE

C

TS

A T

LO

M B R U M

N A V A L B A S E

RYS

1820549

N62742-24-R-6717

LO

M B R U M P A P U A

N

EW

G U

IN

EA

(P N G

P A P U A

IN

EA

D

EF

EN

C E

FO

R C E

RYS

N A V F A C

P A C

IF

IC

G -1

F A C

IL

IT

Y

W

ID

E

G E N E R A L

E X

IS

TI

N G

S

IT

E

P

LA

N

01 JUL 2024

SCALE: 1 : 4000

B1

EXISTING SITE PLAN

0 40 80 120 160 200 m

SCALE 1:4000 AT ORIGINAL SIZE

A

EXISTING FACILITIES

A MARRIED QUARTERS

B LOMBRUM PRIMARY SCHOOL

C GUARDHOUSE

D LOMBRUM FIELD HOSPITAL

E HMPNGS TARANGUA CHAPEL

F GENERAL MARARTHURS HOUSE

G SAILORS ACCOMMODATION

H PNGDF COMCEN

I PNGDF ARMOURY

J RCP 2 GENERATOR FARM

K PNGDF SQUADRON SUPPORT FACILITY

L FINGER JETTY

M SMALL BOAT JETTY

N RPC 2 STAFF GYMNASIUM

O BARGE LANDING

P LODA WHARF

Q PNG POWER STATION

R HMPNGS TARANGUA HEADQUARTERS

S RPC 2 WAREHOUSES

T DCP ACCOMMODATION

U OFFICERS ACCOMMODATION

V RPC 2 SEWERAGE PLANT

W DECONSTRUCTED RPC1

X MAGAZINE

Y PNGDF CIV ACCOMMODATION

Z PNG-P ACCOMMODATION

AA TRAINING FACILITY

BB HMPNGS TARANGUA HALL

AC RPC 2 PRODUCTION LAUNDRY

AD RPC 2 KITCHEN

AE RPC 2 MESS HALL

AF PNGDF SAILORS CLUB

AG RPC 2 DOMESTIC ACCOMMODATION

AH OFFICERS MESS

AI SAILORS COMBINED KITCHEN & MESS HALL

AJ SAILORS RECREATIONAL FACILITY

AK SECOND WORLD WAR NISSEN HUTS

AL PNGDF PARADE GROUND

AM RPC 2 MULTIPURPOSE SPORTS HALL

AN RPC 2 SPORTS FIELD

AO PNGDF RUGBY FIELD

AP RPC 2 HAZARDOUS MATERIALS STORE & FUEL PUMPS

AQ SECOND WORLD WAR NAVAL FUEL TANKS

AR FRONT SENTRY POST

DEMOLISH ALL STRUCTURES, HARDSTANDS AND

MISCELLANEOUS ITEMS WITHIN THE SITE

NISSEN HUT AND GENERATOR TO

REMAIN. USN TO ENSURE EXISTING

STRUCTURE IS NOT DAMAGED

DEMOLITION WORKS BY OTHER

PARTY (NOT IN SCOPE)

DEMOLITION WORKS BY OTHER

PARTY (NOT IN SCOPE)

TREE TO BE

RETAINED AND

PROTECTED

TREE TO BE

RETAINED AND

PROTECTED

NOTES:

1. ALL HARDSTANDS, ROADS AND FOOTPATHS TO BE REMOVED UNLESS SPECIFIED OTHERWISE.

2. ALL MISCELLANEOUS STRUCTURES AND ASSOCIATED INFRASTRUCTURE TO BE REMOVED

UNLESS SPECIFIED OTHERWISE.

3. DISCONNECT AND CAP AND SEAL 100mm BELOW GROUND LEVEL THE ENGINEERING SERVICES.

ALL TERMINATIONS AND CAPPINGS ARE TO BE RECORDED AND PHOTOGRAPHED.

4. THE CONTRACTOR IS TO BE AWARE OF ALL OVERHEAD ELECTRIFIED SERVICES IN PATH OF

WORKS AND TO TAKE CAUTION.

5. EXISTING TRAINING CENTRE IN NISSEN HUT AND ADJACENT GENERATOR TO BE RETAINED AND

PROTECTED.

6. TREES ON SITE TO BE RETAINED AN PROTECTED AS INDICATED.

DEMOLITION LEGEND

DEMOLITION WORKS

STRUCTURE TO BE RETAINED

DEMOLITION WORKS BY OTHER PARTY

(NOT IN SCOPE)

HARDSTAND, FOOTINGS

AND MISCELLANEOUS

ITEMS TO BE DEMOLISHED

EXISTING NISSEN HUT AND

GENERATOR TO BE RETAINED

DEMOLITION WORKS BY

OTHER PARTY (NOT IN SCOPE)

HARDSTAND AND MISCELLANEOUS

ITEMS TO BE DEMOLISHED

NOT IN SCOPE

DEMOLITION WORKS BY

OTHER PARTY (NOT IN SCOPE)

IMAGE 2 - EXISTING NISSEN HUTS AND OTC SITE IMAGE 3 - EXISTING NISSEN HUTS AND OTC SITE

TREES TO BE RETAINED

AND PROTECTED

IMAGE 1 - OTC SITE

HARDSTAND, FOOTINGS

AND MISCELLANEOUS

ITEMS TO BE DEMOLISHED

EXISTING NISSEN HUT AND

GENERATOR TO BE RETAINED

TREE TO BE RETAINED

AND PROTECTED

TREE TO BE RETAINED

AND PROTECTED

PLAN

NORTH

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E P A R T M E N T

O F

T H E

N A V Y

N A V A L

F A C

IL

IT

IE

S

E N G

IN

E E R

IN

G

S Y S T E M S

C O M M A N D

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A V F A C

P A C

IF

IC

A U S T R A L

IA

FINAL SUBMITTAL

S Y M

D E S C R

IP

T

IO

N

D A T E

A P P

RKEY PLAN

GRAPHIC SCALE

5 10 15 20 25

SCALE 1:500 AT ORIGINAL SIZE

m

SATISFACTORY TO DATE

/0

/2

:1

:1

A

M

C U s e rs

\c jlo n g

\D o c u m e n ts

\R e v it

L o c a l F ile s \B

L D

G -P

X X

X -1

-G -G

E N c a m e ro n .l o n g

.r v t

As indicated

G-102

M U

LT

IP

L E

F A C

IL

IT

Y

A N D

IN

F R A S

TR

U C

TU

R E

RP

17322559

ML ML

P R O

JE

C

TS

A T

LO

M B R U M

N A V A L B A S E

RYS

1820549

N62742-24-R-6717

LO

M B R U M P A P U A

IN

EA

(P N G

P A P U A

IN

EA

D

EF

EN

C E

FO

R C E

RYS

N A V F A C

P A C

IF

IC

G -1

D E M O

LI

TI

O N

P

LA

N

01 JUL 2024

SCALE: 1 : 500

B1

DEMOLITION SITE PLAN

A

SCALE: 1 : 100

A1

REFERENCE PHOTOS

SM

AL

L B

OA

TS

JE

TT

Y

A A A A A A A A

A A

A A

A A

A

EE

E

E

E

E

E

E

E

E

E

E

E

E

EEEE

HV

HV

HV

HV

HV

HV

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

W

SSD

SSD

SSD

SSD

SSD

SSD

SSD

SSD

SSD

SSD

SSD

SSD SSD SSD

E E

E

E

E

E

E

E

E

E E E E

E

C

C

C

C

C

C

C

C

C

C

C

C

C

C

W

W

W

W

W

W

W

W

W

W

W

WW

W

W

W

W

W

W

W

W

W

W

W

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

SW

SW

SW

SW

SW

SW

SW

SW

SW

F

F

F

F

F

F

F

F

F

F

F

F

F

F

FFFFF

E(OH)

E(OH)

W

W

W

W

S

SW

SW

SW

CK 2.5

3.0

2.6

2.7

2.8

2.9

3.0

2.72.8

2.9

3.0

3.0

3.5

4.0

2.7

2.7

2.8

2.8

2.9

2.9

3.1

3.1 3.1

3.1

3.2

3.3

3.4

3.6

3.7

3.8

3.9

4.1

4.0

4.1

4.2

4.3

4.4

2.6

2.7

2.8

3.0

2.9

3.1

3.2

3.3

3.0 3.5 4.0

W

W

W

SW-02

E: 541257.091

N: 9774284.319

CL: 2.970

0.6m x 0.6m GIP

CLASS D

SW-03

E: 541254.473

N: 9774290.058

CL: 2.970

0.6m x 0.6m GIP

CLASS D

C C

RM

SSD

SSD

uIL 2.147 ∅ 225

RCP

21.0m 0.4% dIL 2.054 uIL 2.024 ∅ 225

RCP

2.5m 0.5% dIL 2.011

SW-04

E: 541265.533

N: 9774297.103

CL: 2.970

0.6m x 0.6m GIP

CLASS D

S S

W W

W

E: 541268.724 N: 9774266.054

CL: 2.720

0.6m x 0.6m JUNCTION PIT

CLASS D

LV

LV

LV

LV

LV

SW-01

LV

uIL 2.295 ∅ 225

RCP

12.3m 0.5% dIL 2.234 uIL 2.204 ∅ 225

RCP

5.5m 0.5% dIL 2.177

CK

CONNECT INTO WATER RETICULATION

MAIN CONSTRUCTED BY PROJECT 225.

COORDINATE WITH PROJECT 225 FOR

FINAL CONNECTION POINT.

STRUCTURAL RETAINING WALL

REFER DETAIL ON S-506.

DRAINAGE OUTFALL TO SEA.

SEPTIC TANK

REFER TO PLUMING DRAWING PA101.

KERB TRANSITION TO FINISHED SURFACE LEVEL.

CONNECT INTO LOW VOLTAGE RETICULATION

MAIN CONSTRUCTED BY PROJECT 225.

COORDINATE WITH PROJECT 225 FOR

FINAL CONNECTION POINT.

CONNECT INTO COMMS RETICULATION

MAIN CONSTRUCTED BY PROJECT 225.

COORDINATE WITH PROJECT 225 FOR

FINAL CONNECTION POINT.

E: 541317.119 N: 9774289.745

IL: 2.243

SSD

E(OH)

SW

RS

W E

C

LV

W C S

SW-01

E: 541268.724

N: 9774266.054

CL: 2.720

0.6m x 0.6m JUNCTION PIT

CLASS D

uIL 3.490 ø300

RCP

20.7m 1.0% dIL 3.280

4.0 3.6

4.1

3.0

LEGEND

EXISTING SUBSOIL DRAINAGE

EXISTING OVERHEAD ELECTRICITY

EXISTING SEWER

EXISTING RISING SEWER

EXISTING WATER

EXISTING ELECTRICAL SERVICE

EXISTING TELECOMMUNICATION SERVICE

EXISTING HEADWALL AND CULVERT

NEW STORMWATER SERVICE

NEW LOW VOLTAGE ELECTRICAL SERVICE

NEW WATER SERVICE

NEW TELECOMMUNICATION SERVICE

NEW SEWER SERVICE

NEW WATER SLUICE VALVE

NEW STORMWATER GRATED PIT

NEW STRUCTURE ID

EASTING

NORTHING

COVER LEVEL

PIT TYPE

PIT CLASS

UP STREAM INVERT LEVEL

PIPE SIZE

MATERIAL

LENGTH

GRADE

DOWN STREAM INVERT LEVEL

MAJOR CONTOURS 0.5m EXISTING MINOR CONTOURS 0.1m EXISTING MAJOR CONTOURS 0.5m

MINOR CONTOURS 0.1m

CASTELLATED KERBCK

A SWALE TYPE A

S

EXISTING STORMWATER

HV EXISTING HIGH VOLTAGE SERVICE

F EXISTING FUEL SERIVCE

NEW CONCRETE HOLDING TANK REFER PA101

NEW RETAINING WALL

ROCK SCOUR PROTECTION

FINAL SUBMITTAL

C-101 20m

1:200

KEY PLAN

TN

PLAN

NORTH

A1GENERAL CONSTRUCTION PLAN

1:200

RIGID PAVEMENT TYPE 1

RIGID PAVEMENT TYPE 3

ELECTRICAL CONNECTION

FOR HOLDING TANK PUMP.

SBBF

SOFT LANDSCAPING

E: 541289.905 N: 9774283.608

CL: 2.942

CONCRETE HOLDING TANK

S-01

0.0

-1.5

-1.0

-0.5

0.0

-1.5

-1.5

-1.0

-1.0

-0.5

-0.5

-0.5

-0.5

SM

AL

L B

OA

TS

JE

TT

Y

A A A A A A A A

A A

A A

A A

A

FINAL SUBMITTAL

C-102 20m

1:200

KEY PLAN

A1BULK EARTHWORKS PLAN

1:200

TN

PLAN

NORTH

BULK EARTHWORKS LEGEND

ENGINEERED FILL REFER TO C-501

FILL CONTOUR (POSITIVE)0.5

CUT CONTOUR (NEGATIVE)-0.5

EARTHWORKS IN FILL

SBBF

EXISTING FOOTINGS DEMOLISHED

AND BACKFILLED BY OTHER

CONTRACTOR. THE CONTRACTOR

SHALL PROOF ROLL AND COMPACT

TO SUBGRADE LEVEL.

-2.0

EARTHWORKS IN CUT

-1.5 -1.0 -0.5 0

STRUCTURAL RETAINING WALL

REFER DETAIL ON S-506.

0.5

SM

AL

L B

OA

TS

JE

TT

Y

SAW CUT EXISTING PAVEMENT AND CONFIRM ADEQUATE DEPTH

AND CONDITION TO FORM SPECIFIED CONSTRUCTION JOINT.

SJ

DEJ

IJ

SJ

EJ

EJ

EJ

EJ

SJ

SJ

SJ

EJ SJ EJ SJEJ SJEJEJEJ SJSJSJSJ

TJDE

J

LE

IJ

IJ

SJ

TJTJ TJ TJ TJ TJ TJ TJ TJ TJ TJ

DEJ

IJ

DEJL

EJ

EJ

EJ

SJ

SJ

SJ

IJ

1.58

EJ

B

EJ

B

EJB

EJ

B

EJ

B

IJ

IJ

IJ IJ

MW1

J5

A1

A5

J1

DE

J

DE

J

DEJ

SJSJSJSJ

SJ

SJ

SJ

SJ

EJ

SJ

MW1

MW2

J1

GRID SETOUT

SCHEDULE

GRID

A1

A5

J1

J5

EASTING

541288.740

541298.410

541257.870

541267.540

NORTHING

9774308.333

9774293.150

9774288.671

9774273.489

HARDSTAND SETOUT

SCHEDULE

POINT NUMBER

EASTING

541269.333

541275.147

541310.293

541289.275

541255.461

541270.396

NORTHING

9774264.485

9774255.356

9774277.741

9774310.742

9774289.205

9774265.755

ELEVATION

2.819

2.800

2.460

3.010

3.010

2.804

WALL SETOUT

SCHEDULE

POINT NAME

MW1

MW2

EASTING

541253.305

541252.425

NORTHING

9774287.936

9774296.530

FINAL SUBMITTAL

C-103 10m

1:100

KEY PLAN

A1PAVEMENT JOINTING AND SETOUT PLAN

1:100

TN

PLAN

NORTH

LEGEND

RIGID PAVEMENT TYPE 1

RIGID PAVEMENT TYPE 3

ARCHITECTURAL GRID

SETOUT POINT

XXX

WALL SETOUT POINTXXX

SJ SAWN / WEAKENED PLAN JOINT

EJ EXPANSION JOINT

IJ ISOLATION JOINT

EJB EDGE JOINT: BUTT

C2RETAINING WALL SETOUT PLAN

1:100

TJ TRANSVERSE JOINT

DEJ DOWELLED EXPANSION JOINT

HARDSTAND / GENERAL SETOUT POINTXXX

TRIMMER BARS IN ACCORDANCE

WITH DETAILS ON C-503

SBBF

4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4

A

AA

A

A

A

RS

RS

RS

RS

RS

RS

RS

RS

RS

RS

RS

RS

RS

RS

RS

SSSS

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E

E

E

E

W

W W

W W

W W

W W

W W

W W

W W

W W

W W

E(OH)E(OH)E(OH)

E(OH) E(OH) E(OH)

E(OH)

E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH)

E E

E

3.0

3.5

4.0

2.8 2.9

3.1 3.2

3.3 3.4

3.6 3.7

3.8 3.9

4.1

4.2

4.3

3.0

3.5

4.0

3.1 3.2

3.3 3.4

3.6 3.7

3.8 3.9

4.1

4.2

4.0

3.8

3.9

4.1

4.2

4.3

3.0

3.5

3.5

2.6

2.72.82.9

3.1

3.1

3.2

3.2

3.2

3.3

3.3

3.4

3.4

3.6

3.6 3.7

3.7

3.7

3.7 3.8

3.8

3.5 4.03.6 3.7 3.8 3.9 4.1 4.2 4.3

S

W

LV

LV

W W

W W

W W

W W W W W W W W W W W W W W W W W W

SV

SV

SV

SV

SV

SV

SV

E(OH)

SW

RS

W E C

LV

W C S

SW-01

E: 541268.724

N: 9774266.054

CL: 2.720

0.6m x 0.6m JUNCTION PIT

CLASS D

uIL 3.490 ø300

RCP

20.7m 1.0% dIL 3.280

4.0 3.6

4.1

3.0

LEGEND

EXISTING OVERHEAD ELECTRICITY

EXISTING SEWER

EXISTING RISING SEWER

EXISTING WATER

EXISTING ELECTRICAL SERVICE

EXISTING TELECOMMUNICATION

EXISTING HEADWALL AND CULVERT

NEW STORMWATER SERVICE

NEW LOW VOLTAGE ELECTRICAL SERVICE

NEW WATER SERVICE

NEW TELECOMMUNICATION SERVICE

NEW SEWER SERVICE

NEW SEWER MAINTENANCE HOLE

NEW WATER SLUICE VALVE

NEW COMMS PIT

NEW STORMWATER GRATED PIT

NEW STRUCTURE ID

EASTING

NORTHING

COVER LEVEL

PIT TYPE

PIT CLASS

UP STREAM INVERT LEVEL

PIPE SIZE

MATERIAL

LENGTH

GRADE

DOWN STREAM INVERT LEVEL

MAJOR CONTOURS 0.5m EXISTING MINOR CONTOURS 0.1m EXISTING MAJOR CONTOURS 0.5m

MINOR CONTOURS 0.1m

KERB ONLY

2.0m KERB TRANSITION TO FLUSH

KO

KT

A SWALE TYPE A

4 CHANNEL TYPE 4

S

EXISTING STORMWATER

C-151

TN

PLAN

NORTH

25m

1:250

12.50

KEY PLAN

RMTC

ABLUTIONS

CONSTRUCT NEW SEWER

MAINTENANCE HOLE OVER

EXISTING STUB PROVIDED BY

PROJECT 225. EXACT

LOCATION TBC ON SITE.

PROVIDE END CAP TO NEW WATER

SERVICE FOR FUTURE CONNECTION.

INSTALL NEW 50mm WATER SERVICE.

INSTALL NEW 32mm WATER SERVICE

TO RMTC AND ABLUTIONS BLOCK.

EXISTING ROAD

EXISTING ROAD

INSTALL NEW ELECTRICAL

PIT AND CONDUIT.

EX

IS

TI

NG

R

OA

D

EXISTING

BUILDING

EXISTING

BUILDING

uIL 2.487 ø300

RCP

17.4m

1.0% MIN

dIL 2.312 uIL 3.298 ø300

RCP

21.8m 2.0% dIL 2.862 uIL 3.177 ø300

RCP

14.4m 1.0% dIL 3.033 uIL 3.301 ø300

RCP

7.7m 2.0% dIL 3.147m uIL 3.700

TRENCH

DRAIN

13.5m 1.0% dIL 3.565m uIL 2.713 ø300

RCP

10.4m 2.0% dIL 2.504 uIL 3.182 ø300

RCP

12.6m 2.0% dIL 2.930

STRUCTURAL ON-GRADE STAIR. STAIRS TO INCLUDE LATHAM

493S SAFETY INSERTTREAD (OR EQUAL APPROVED BY CONTRACT

ADMINISTRATOR) ALUMINIUM AND YELLOW SAFETY RUFAZEL LRV 51.33.

CONTRACTOR TO SUPPLY AND INSTALL PROPRIETARY NCC COMPLIANT

HANDRAIL SOLUTION TO STAIRS. HANDRAILS AND ASSOCIATED BASE

PLATES, POST AND CONNECTION KNUCKLES ARE TO BE GRADE 316

STAINLESS STEEL AND 48.3mm DIA WITH MIRROR POLISH FINISH. APPLY

SAME TREATMENT TO ALL STAIRS SERVICES RMTC.

SW-03

E: 541453.537

N: 9774598.197

CL: 4.060

0.9m x 0.9m GIP

CLASS D

SW-02

E: 541467.937

N: 9774581.818

CL: 4.210

0.9m x 0.9m GIP

CLASS D

SW-01

E: 541425.768

N: 9774544.745

CL: 4.100

0.9m x 0.9m GIP

CLASS D

SW-04

E: 541420.181

N: 9774578.251

CL: 4.21

0.9m x 0.9m GIP

CLASS D

SEW-02

E: 541417.588

N: 9774562.972

CL: 4.25

1.2m MAINTENANCE HOLE

CLASS D

SEW-01

E: 541408.644

N: 9774555.109

CL: 4.075

1.2m MAINTENANCE HOLE

CLASS D

INSTALL ACODRAIN KLASSICDRAIN K300 (OR EQUIVALENT)

TO MANUFACTURER'S SPECIFICATION.

GENERATOR LINK BOX.

B1GENERAL CONSTRUCTION PLAN

1:250

KO

KT KT

STORMWATER PIPE TO

BREAK INTO SIDE OF OPEN

CHANNEL AND MAKE GOOD.

STORMWATER PIPE TO

BREAK INTO SIDE OF OPEN

CHANNEL AND MAKE GOOD.

STORMWATER PIPE TO

BREAK INTO SIDE OF OPEN

CHANNEL AND MAKE GOOD.

RIGID PAVEMENT TYPE 2

RIGID PAVEMENT TYPE 3

SOFT LANDSCAPING

FLEXIBLE PAVEMENT TYPE 1

uIL 2.509 Ø150

PVC-U PN12

11.9m 1.5% dIL 2.330

ENGINEERED CORONUS MATERIAL

0.5

0.5

0.00.0 0.50.5

3.0

3.5

3.5

2.6

2.72.82.9

3.1

3.1

3.2

3.2

3.2

3.3

3.3

3.4

3.4

3.6

3.6 3.7

3.7

3.7

3.7 3.8

3.8

4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4

A

AA

A

A

A

C-152

TN

PLAN

NORTH

25m

1:250

12.50

KEY PLAN

B1BULK EARTHWORKS PLAN

1:250

ABLUTIONS

EXISTING ROAD

EXISTING ROAD

EX

IS

TI

NG

R

OA

D

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING TREE MUST BE

RETAINED AND PROTECTED.

EXISTING TREE MUST BE

RETAINED AND PROTECTED.

EARTHWORKS VOLUMES

AREA = 4,500m² CUT = 360m³ GENERAL FILL = 900m³ ENGINEERED FILL = 1,330m³ GRUBBED MATERIAL = 675m³

RMTC

BULK EARTHWORKS LEGEND

ENGINEERED FILL REFER TO C-501

NOTE

CUT AND FILL VOLUMES

· ARE NET VOLUMES WITH NO ALLOWANCE FOR BULKING OR COMPACTION.

· DO NOT INCLUDE THE ADDITIONAL VOLUMES ASSOCIATED WITH EXCAVATION

BATTERS AND ENGINEERED FILL BATTERS.

FILL CONTOUR (POSITIVE)0.5

CUT CONTOUR (NEGATIVE)-0.5

EARTHWORKS IN FILL

-0.5

EARTHWORKS IN CUT

0 -0.5 -1.0

1.5

2.50

6.1

3.003.00

.00

9.20

2.7

2.50 2.25

1.50

1.5

EJ

EJ

EJ

EJ

EJ

EJ

EJ EJEJ

EJEJ

EJ

EJ

IJ

EJ EJ EJ

EJEJEJEJEJEJ

EJ EJ

EJ EJ EJ

IJ

SJ

SJ

SJ

SJ

SJSJ

SJSJ SJ

SJ SJ SJ SJ SJ SJ SJ

SJ SJ

SJ

SJ

SJ

SJSJ

SJ

IJ

IJ

IJ

IJ

IJ

IJ

IJ

IJ

SJ

IJ

IJ

IJ IJ

IJ IJ

SJ

EJ

SJ

SJ

1.5

2.200

IJIJ1.5

AA1

A1

H1

A31

H31

BL2

BR2

FL2

FR2

BR1

BL1

FR1

FL1

3.54

2.00

3.00

EJB

EJB

R2R2

901 902

905906

FLEXIBLE PAVEMENT

SETOUT SCHEDULE

POINT NAME

EASTING

541428.654

541473.247

541475.218

541469.375

NORTHING

9774539.790

9774578.864

9774576.615

9774570.993

905 541466.867 9774567.371

906 541431.616 9774536.414

ELEVATION

3.731

3.600

3.645

3.800

3.900

3.686

SIGN SETOUT

SCHEDULE

POINT NAME

BL2

BR2

FL2

FR2

EASTING

541455.811

541457.313

541456.207

541457.714

NORTHING

9774567.659

9774568.980

9774567.208

9774568.533

SIGN SETOUT

SCHEDULE

POINT NAME

BL1

BR1

FL1

FR1

EASTING

541450.406

541451.908

541450.797

541452.304

NORTHING

9774562.907

9774564.228

9774562.452

9774563.777

GRID SETOUT

SCHEDULE

GRID

A1

A31

AA1

H1

H31

EASTING

541415.433

541455.989

541408.041

541423.753

541464.308

NORTHING

9774556.497

9774592.152

9774564.905

9774547.034

9774582.689

C-153

TN

PLAN

NORTH

10m

1:100

KEY PLAN

A1PAVEMENT JOINTING AND SETOUT PLAN

1:100

LEGEND

RIGID PAVEMENT TYPE 2

RIGID PAVEMENT TYPE 3

ARCHITECTURAL GRID

SETOUT POINT

XXX

SIGN SETOUT POINTXXX

SJ SAWN / WEAKENED PLAN JOINT

EJ EXPANSION JOINT

IJ ISOLATION JOINT

EJB EDGE JOINT: BUTT

RMTC

FLEXIBLE PAVEMENT TYPE 1

FLEXIBLE PAVEMENT SETOUT POINTXXX

TRIMMER BARS IN ACCORDANCE

WITH DETAILS ON C-503

ABLUTIONS

ENGINEERED CORONUS MATERIAL

RIGID PAVEMENT TYPE 3

ENGINEERED CORONUS FILL

NATURAL SUBGRADE

PR

OV

ID

E

1m E

NG

IN

EE

RE

D

FI

LL

BE

LO

W

G

RU

BB

ED

S

UR

FA

CE

2 MAX

MINIMUM 1500 UNO

SW

3 MAX

SOFT LANDSCAPING

2000 UNO

2 MAX

SW

3 MAX

2 MAX

1SW

S

3 MAX

750 UNO

S

S

1 MAX

TYPICAL EDGE OF BUILDING TREATMENT DETAIL

SLAB ON GROUND IN CUT

SCALE 1:20

GRUBBED SURFACE LEVEL 150mm

BELOW EXISTING GROUND LEVEL

PROVIDE ISOLATION JOINT BETWEEN

STRUCTURAL SLAB AND RIGID

PAVEMENT TYPE 3

FINISHED GROUND LEVEL

APPROXIMATE LOCATION OF EXCAVATION

USED TO CALCULATE BULK EARTHWORKS

VOLUMES

ENGINEERED FILL PLACED AND COMPACTED IN MAXIMUM

200mm LIFTS. 100% STANDARD COMPACTION TO

AS3798-2007 LEVEL 1 REQUIREMENTS

STRUCTURAL SLAB ON

GROUND

1 MAX2 MAX

S

SW 1

3 MAX

TYPICAL EDGE OF BUILDING TREATMENT DETAIL

SUSPENDED SLAB IN CUT

SCALE 1:20

NATURAL SUBGRADE

ENGINEERED CORONUS FILL

RIGID PAVEMENT TYPE 3

SOFT LANDSCAPING

FINISHED GROUND LEVEL

GRUBBED SURFACE LEVEL 150mm

BELOW EXISTING GROUND LEVEL

PROVIDE ISOLATION JOINT BETWEEN

STRUCTURAL SLAB AND RIGID

PAVEMENT TYPE 3

500MINIMUM 1500 UNO

ENGINEERED FILL PLACED AND COMPACTED IN MAXIMUM

200mm LIFTS. 100% STANDARD COMPACTION TO

AS3798-2007 LEVEL 1 REQUIREMENTS

APPROXIMATE LOCATION OF EXCAVATION

USED TO CALCULATE BULK EARTHWORKS

VOLUMES

PR

OV

ID

E

1m E

NG

IN

EE

RE

D

FI

LL

BE

LO

W

G

RU

BB

ED

S

UR

FA

CE

TYPICAL EDGE OF BUILDING TREATMENT DETAIL

SLAB ON GROUND IN FILL

SCALE 1:20

TYPICAL EDGE OF BUILDING TREATMENT DETAIL

SUSPENDED SLAB IN FILL

SCALE 1:20

STRUCTURAL SLAB / STRIP

FOOTING

STRUCTURE

STRUCTURE

STRUCTURE

PROVIDE ISOLATION JOINT BETWEEN

STRUCTURAL SLAB AND RIGID

PAVEMENT TYPE 3

500MINIMUM 1500 UNO

500MINIMUM 1500 UNO

PROVIDE ISOLATION JOINT BETWEEN

STRUCTURAL SLAB AND RIGID

PAVEMENT TYPE 3

STRUCTURE

PR

OV

ID

E

1m E

NG

IN

EE

RE

D

FI

LL

BE

LO

W

G

RU

BB

ED

S

UR

FA

CE

PR

OV

ID

E

1m E

NG

IN

EE

RE

D

FI

LL

BE

LO

W

G

RU

BB

ED

S

UR

FA

CE

STRUCTURAL SLAB / STRIP

FOOTING

STRUCTURAL SLAB ON

GROUND

NATURAL SUBGRADE

NATURAL SUBGRADE

RIGID PAVEMENT TYPE 3

RIGID PAVEMENT TYPE 3

FINISHED GROUND LEVEL

FINISHED GROUND LEVEL

APPROXIMATE LOCATION OF

EXCAVATION USED TO CALCULATE

BULK EARTHWORKS VOLUMES

APPROXIMATE LOCATION OF

EXCAVATION USED TO CALCULATE

BULK EARTHWORKS VOLUMES

GRUBBED SURFACE LEVEL 150mm

BELOW EXISTING GROUND LEVEL

GRUBBED SURFACE LEVEL 150mm

BELOW EXISTING GROUND LEVEL

SOFT LANDSCAPING

SOFT LANDSCAPING

EXISTING GROUND LEVEL

EXISTING GROUND LEVEL

750 UNO

2000 UNO

2000 UNO

750 UNO

2000 UNO

750 UNO

ENGINEERED CORONUS FILL

ENGINEERED CORONUS FILL

2% 2%

2%2%

C-501

FINAL SUBMITTAL

2m

1:20

REFER TO SPECIFICATION FOR PAVEMENT FINISH

100mm PLAIN CONCRETE PAVEMENT (PCP) CHARACTERISTIC

FLEXURAL STRENGTH OF 4.8 MPa (MIN) AT 28 DAYS

ENGINEERED CORONUS FILL MINIMUM 300mm CBR>40%

REFER SPECIFICATION

EXISTING SUBGRADE

REFER TO SPECIFICATION FOR PAVEMENT FINISH

RIGID TYPE 3

(MOWING STRIP/BUILDING PERIMETER)

SCALE 1:10

RIGID TYPE 2

(FOOTPATH/UNTRAFFICKED)

SCALE 1:10

RIGID TYPE 1

(HEAVY DUTY/TRAFFICKED)

SCALE 1:10

POLYETHYLENE SHEETING, 0.25mm MIN THICKNESS MEDIUM IMPACT

RESISTANCE (AS2870)

200mm COMPACTED CORONOUS MATERIAL (WITH MINIMUM CBR 40%)

COMPRESSIVE STRENGTH 5 MPA

TREATED SUBGRADE LAYER 300mm CBR>5%, REFER SPECIFICATION

190mm PLAIN CONCRETE PAVEMENT (PCP) CHARACTERISTIC

FLEXURAL STRENGTH AS SPECIFIED

EXISTING SUBGRADE

REFER TO SPECIFICATION FOR PAVEMENT FINISH

POLYETHYLENE SHEETING, 0.25mm MIN THICKNESS MEDIUM IMPACT

RESISTANCE (AS2870)

150mm COMPACTED CORONOUS MATERIAL (WITH MINIMUM CBR 40%)

COMPRESSIVE STRENGTH 5 MPA

TREATED SUBGRADE LAYER 300mm CBR>5%, REFER SPECIFICATION

150mm PLAIN CONCRETE PAVEMENT (PCP) CHARACTERISTIC FLEXURAL

STRENGTH AS SPECIFIED

EXISTING SUBGRADE

R5

300 150 300

R515

2.0%2.0%

R5 0R50

DE

PT

H

OF BA

SE

CASTELLATED KERB

SCALE 1:10

R50R50

EXPANSION JOINTS @ MAX 12m CTRS / TOOL JOINTS @ MAX 3m CTRS ALL RADII TO BE 20mm U.N.O.

KERB ONLY 'KO' AGAINST FLEXIBLE PAVEMENT

SCALE 1:10

COMPACTED SUBGRADE

(AS SPECIFIED)

SUBBASE

BASE

NOMINAL KERB FACE.

BOLT DOWN BOLLARD DETAIL

SCALE 1:10

PROVIDE RED REFLECTIVE TAPE

Ø150mm GALVANISED STEEL FIXED BOLLARD (POWDER COATED 'SAFETY YELLOW'), 1300mm

HIGH WITH PLASTIC CAP AND REFLECTIVE TAPE

ATTACHED. BOLLARD INSTALLED IN

ACCORDANCE WITH MANUFACTURERS

SPECIFICATIONS AND DETAILS

250 x 250 x 12mm THICK GALVANISED STEEL BASE PLATE FIXED USING 16mm GALVANISED

CHEMSET FIXING LUGS (4 OFF)

PROVIDE WHITE

REFLECTIVE TAPE

PROOF ROLL AND COMPACT EXISTING MATERIAL

CBR >45%

200m CORONOUS MATERIAL SOAKED CBR 45%

COMPACTED TO 98% MMDD

150m CORONOUS MATERIAL SOAKED CBR 45%

COMPACTED TO 95% MMDD

SELECT CORONOUS FILL SOAKED CBR 45%

MIN 500mm THICKNESS

200m CORONOUS MATERIAL SOAKED CBR 45%

COMPACTED TO 98% MMDD

150m CORONOUS MATERIAL SOAKED CBR 45%

COMPACTED TO 95% MMDD

EXISTING SUBGRADE

FLEXIBLE TYPE 1

OVER EXISTING ROAD SURFACE

SCALE 1:10

FLEXIBLE TYPE 1

OVER INSITU SILTY SANDY SOILS

SCALE 1:10

NOTES

1. PCP INCLUDES 15mm CONSTRUCTION TOLERANCE.

THE LENGTH AND WIDTH OF PCP SLABS SHOULD BE

LIMITED TO MAXIMUM 4.3m UNLESS NOTED

OTHERWISE.

2. CONCRETE PAVEMENT SHALL HAVE 28 DAYS MIN.

COMPRESSIVE STRENGTH OF 40 Mpa.

3. LEAN MIX CONCRETE (LCS) SHALL HAVE 28 DAYS

MIN. COMPRESSIVE STRENGTH OF 4.5 Mpa.

FINAL SUBMITTAL

C-502 1m

1:10

0.50

SL92 MESH CENTRED

SUBGRADE BEAM 32MPa CONCRETE

WITH STEEL-FLOAT FINISH

ISOLATION JOINT 'IJ'

NTS

· JOINT TO BE CONSTRUCTED AGAINST STRUCTURES

STRUCTURE

PAVEMENT AS SPECIFIED

PCP

LCS

PAVEMENT JOINT

PA

VE

M

EN

T

JO

IN

T

4-N12 500mm LONGITUDINAL BARS AT 150mm CENTRES WITH 50mm - 70mm COVER. PROVIDE ISOLATION JOINT 'IJ' TO ALL INTERFACES

BETWEEN NEW CONCRETE AND EXISTING EDGE TREATMENT.

· THE ABOVE SHOWN DESIGN INTENT APPLIES TO ALL DRAINAGE

/ SEWER PITS, SERVICE PITS, COLUMNS AND SLAB

PENETRATIONS

SCALE 1:20

TRIMMER BAR ARRANGEMENTS 'TB'

±5

D/

SEALANT RESERVOIR - TYPE 1 SEALANT RESERVOIR - TYPE 2

PROVIDE SILICONE SEALANT

TO JOINT TOPPING

BOND BREAKING STRIP

JOINT FILLER

INDUCING SAWCUT

SEALANT RESERVOIR

PROVIDE SILICONE SEALANT

TO JOINT TOPPING

CLOSED CELL EXPANDED

POLYETHYLENE FOAM BACKING ROD

· TO ALSO BE USED AS A 'STOPWORK JOINT'

· JOINT TO BE INSTALLED TO MANUFACTURER'S SPECIFICATIONS

TRANSVERSE JOINT

'TJ': FORMED AND TIED

NTS

TIEBAR 500mm INTO SLABTYPE 1 PAVEMENT

D/

DEFORMED TIEBAR (1000mm) AT 500mm SPACINGS

DE

PT

H

OF

B

AS

E D

1st PLACED SLAB 2nd PLACED SLAB

PCP

LCS

PCP

· JOINT TO BE SAWN AS SOON AS CONCRETE HAS

HARDENED SUFFICIENTLY THAT IT WILL NOT BE

DAMAGED BY SAWING (MAX 24HRS)

PAVEMENT AS SPECIFIED

SAWN JOINT 'SJ'

NTS

PCP PCP

LCS

EXPANSION JOINT 'EJ'

NTS

TYPE 3 PAVEMENT 1

2nd PLACED SLAB1st PLACED SLAB

PCP

LCS

PCP

DOWELLED EXPANSION JOINT 'DEJ'

NTS

TYPE 1 PAVEMENT

DEBOND THIS END OF

DOWEL MIN 275mm

CIRCULAR DOWEL (450mm) AT 300mm SPACINGS

· SEE TABLE FOR DOWEL DIAMETER

1st PLACED SLAB 2nd PLACED SLAB

PCP PCP

LCS

±25

D/

±2

DE

PT

H

OF

B

AS

E D

50 - 100

BUTT EDGE

EDGE JOINT 'EJB': BUTT

NTS

EARTHWORKS

VERGE/BATTER

300 MIN

80mm PERFORATED PIPE

CLASS SN8 TYPE 1 PVC

GEOTEXTILE BIDUM A24 OR

SIMILAR WRAPPED AROUND

NO-FINES CONCRETE WITH

200mm MIN OVERLAP

- 8

PCP

LCS

DE

PT

H

OF

B

AS

E D 15

BASE SLAB

THICKNESS (mm)

DOWEL DIAMETER

(mm)

150 < D ≤ 175

175 < D ≤ 200

200 < D ≤ 260

D > 260

DOWEL DIAMETER

CONCAVE CORRUGATIONS

TOP AND BOTTOM

CORRUGATION

FIRST PLACED SLAB

CORRUGATION DEPTH 9

FILLER

DOWEL CAPDOWEL

17 +3,-0

FINAL SUBMITTAL

C-503 0.5m

1:5

0.250

1m

1:10

0.50

2m

HEAD WALL

W

L

GEOTEXTILE. REFER

TO NOTE 7

HEAD WALL

ROCK PAD

FLOW

FLOW

T

RE

FE

R

NO

TE

L

W

ROCK PAD.

REFER TO TABLES.

BLINDING

ROCK PAD OUTLET PIPE/CULVERT STRUCTURE

SCALE 1:20

SECTION

PLAN

SWALE TYPE A

SCALE 1:10

(MIN)500

(MIN)

EQUIVALENT PIPE DIAMETER Ø675

SL62 MESH CENTRALLY PLACED

50mm DIA. WEEP HOLES AT 1500mm MAXIMUM SPACING

FILTER MATERIAL. REFER NOTE 2

FILTER FABRIC. REFER NOTES 3 & 4

50mm BLINDING

TOPSOIL TO TOP OF CHANNEL LIP

CHANNEL TYPE 4

SCALE 1:10

100mm TOPSOIL

STORMWATER PIPE TO BREAK

INTO SIDE OF OPEN CHANNEL

AND MAKE GOOD

NOTES

1. D50 = NOMINAL ROCK SIZE (DIAMETER) OF WHICH 50% OF THE ROCKS

ARE SMALLER (I.E. THE MEAN ROCK SIZE).

2. L = MINIMUM LENGTH OF ROCK PROTECTION.

3. ROCKS SHALL BE ANGULAR IN NATURE. IF SMOOTH ROCKS ARE

USED INCREASE THE ROCK SIZE (D50) BY 36%.

4. WHERE THE WIDTH OF THE ROCK PAD IS GOVERNED BY THE WIDTH

OF THE RECEIVING CHANNEL, THE ROCK PROTECTION WILL EXTEND

2 / 3 MINIMUM UP THE BANKS OF THE CHANNEL.

5. THE ROCK PAD SHOULD BE 180 DEGREES TO AND ALIGNED WITH

THE ANGLE OF DISCHARGE. THE THICKNESS OF THE ROCK PAD TO

BE AT LEAST TWO LAYERS OF NOMINAL SIZE ROCK.

6. THE SURFACE ELEVATION OF THE DOWNSTREAM END OF THE ROCK

PAD SHOULD BE LEVEL WITH THE INVERT OF THE RECEIVING

CHANNEL. THE ROCKS SHOULD BE RECESSED INTO THE OUTLET

CHANNEL TO MINIMISE THE RISK OF EROSION AROUND THE OUTER

EDGES OF THE ROCK PAD.

7. ROCK PROTECTION WILL OVERLAY A GEOFABRIC. REFER TO

STORMWATER SPECIFICATION. THE GEOTEXTILE FILTER CLOTH

MUST HAVE SUFFICIENT STRENGTH AND MUST BE SUITABLY

OVERLAPPED TO WITHSTAND THE INITIAL PLACEMENT OF THE ROCK.

8. THE ROCK SHOULD BE DURABLE AND RESISTANT TO WEATHERING,

AND SHOULD BE PROPORTIONED SO THAT NEITHER THE BREADTH

NOR THE THICKNESS OF A SINGLE ROCK IS LESS THAN ONE-THIRD

ITS LENGTH. THE MAXIMUM ROCK SIZE (SAY D90) GENERALLY

SHOULD NOT EXCEED TWICE THE NOMINAL (MEAN) ROCK SIZE (D50).

REFER TO SPECIFICATION FOR ROCK STRENGTH.

NOTES

1. WORKS TO BE CARRIED OUT IN ACCORDANCE WITH SECTION 7 OF

DOW SPECIFICATION FOR ROAD AND BRIDGE WORKS JUNE 2015, AND

022A STORMWATER SPECIFICATION.

2. FILTER MATERIAL IN ACCORDANCE WITH "FILTER MATERIAL" SECTION

2.1 OF 022A STORMWATER SPECIFICATION AND COMPACTED TO 90%

MDD AS PER AS1289.5.1.1.

3. FILTER FABRIC TO BE IN ACCORDANCE WITH "SUBSOIL DRAINAGE"

SECTION 2.2 OF 022A STORMWATER SPECIFICATION.

4. FILTER FABRIC TO BE PLACED BETWEEN BACKFILL MATERIAL AND

FILTER MATERIAL. FILTER FABRIC SHALL ALSO BE PLACED OVER

WEEP HOLES TO PREVENT FILTER MATERIAL BLOCKING WEEP HOLES.

5. CONSTRUCTION JOINTS TO BE PROVIDED IN CONCRETE BASE EVERY

3m AND AT TRANSITION, BEND HORIZONTAL AND VERTICAL IN THE

CHANNELS GEOMETRY.

6. REFER PLANS FOR SIZE OF CHANNEL USED. CONCRETE CHANNEL

MAY ALSO BE PRECAST. BUTYL RUBBER SEALANT REQUIRED

BETWEEN EACH PRECAST ELEMENT IF CONCRETE CHANNEL IS CAST

IN SITE PROVIDE CONSTRUCTION JOINTS EVERY 3m.

7. CONSTRUCTION JOINTS TO BE PROVIDED EVERY 3m FOR CAST INSITU

CONCRETE CHANNELS

8. WHERE CHANNELS ARE CAST INSITU INSTALL WEEPHOLES TO AVOID

REINFORCEMENT.

9. SIDES OF STONE CHANNELS WIL BE STONE PITCHING IN

ACCORDANCE WITH SECTION 9 OF THE SPECIFICATION.

10.BASE OF CHANNELS TO BE N32 CONCRETE CAST INSITU IN

ACCORDANCE WITH SECTION 4 OF THE SPECIFICATION.

DRAINAGE NOTES

1. ALL DIMENSIONS IN mm, UNLESS OTHERWISE STATED.

2. D50 = 200mm, ROCK PROTECTION TO BE MIN 500mm THICK +

PLACED ON WELL COMPACTED SUBGRADE FREE FROM ORGANIC

MATERIAL.

3. IF SWALE INVERT IS ABOVE EXISTING CHANNEL INVERT, BANK

EROSION PROTECTION IS TO BE PROVIDEDTO EXISTING

CHANNEL BANK IN ACCORDANCE WITH DOW SPECIFICATION.

4. WHERE DOWN PIPES DISCHARGE INTO CONCRETE OR STONE

PITCHED CHANNELS THE OUTSIDE OF THE DOWN PIPE SHALL BE

SEALED AGAINST THE CHANNEL WALL WITH MORTAR GROUTING

AS SPECIFIED IN SECTION 9.1.2 AND 14.6.2 OF THE DOW

SPECIFICATION FOR ROADS AND BRIDGE WORKS 2015.

5. THE MORTAR SHALL BE APPLIED WITH A TROWEL OR PRESSURE

THE CONTRACTOR IS TO ENSURE THE DOWN PIPE IS SEALED TO

THE CHANNEL FOR THE ENTIRE THICKNESS OF THE CHANNEL

WALL.

6. THE DOWN PIPE AND SURROUNDING GROUTING SHALL BE

FINISHED FLUSH AND SMOOTH TO THE CHANNEL WALL.

7. REFER TO DRAWING MED-CV-070 FOR CHANNEL SETOUT.

FINAL SUBMITTAL

C-504 1m

1:10

0.50

2m

10% MAX

HEAD WALL

HEADWALL TO HEADWALL

TYPE 3 RIGID PAVEMENT

HEAD WALL

10% MAX

M

IN

RE

FE

R

NO

TE

COMPACTED GRAVEL BACKFILL

(TYP.). REFER NOTE 7

0m m

100mm BLINDING

TYPE 3 RIGID

PAVEMENT

BOLLARDS TO BE INSTALLED AT PATHS

LEADING TO ROAD CROSSINGS - IN LINE

WITH EDGE OF WINGWALL.

TO ROAD

M

IN

2000 MAX SPACING

A

ASECTION

SCALE 1:20

CROSSING WITH INSUFFICIENT DEPTH

SCALE 1:20

FOOTPATH OVER CULVERT DETAIL

SCALE 1:20

FINAL SUBMITTAL

C-505 5m

1:50

2.50

LANDING REQUIRED AT EACH

CHANGE OF DIRECTION

SJEJ SJEJ 15

001 IN 8 MAX

KERB KERB ONLYTRANSITION

A

B

EQUIDISTANT TO TANGENT POINT

MIN = 1.00m MAX = 2.25m

MIN

1.0m

MAX

2.25m

LANDING

LANDING

EJ

EJ

SJ

SJ

SJ

SJ

SJ

SJ

EJ

SJ

SJSJ

SJ

EJSJSJSJSJ EJEJ

SJ

SJ

EJ

EJ

SJ

ROAD

FLEXIBLE TYPE 11.5m MINIMUM LANDING 1.25m RAMP AT 1:8 MAX 1.5m MINIMUM LANDING FOOTPATH

FOOTPATH

RIGID TYPE 3

A

B

NOTES

1.EXPANSION JOINT TO BE USED AS EVERY 4TH JOINT.

2.MAXIMUM WIDTH:LENGTH RATIO OF 1.5 BETWEEN JOINTS.

FINAL SUBMITTAL

C-506 10m

1:100

2m

E

M

IN

IM

UM

m m

U

NT

RA

FF

IC

KE

D

AR

EA

S

M

IN

IM

UM

0m m

T

RA

FF

IC

KE

D

AR

EA

RS

MIN 600 FROM STORMWATER & FUEL IN CONDUCTIVE ENCLOSURES

MIN 500 FROM OTHER SERVICES IN CONDUCTIVE ENCLOSURES

MIN 500 TO SEWER & >Ø65 WATER

MIN 300 TO FUEL

MIN 100 TO ALL OTHER SERVICES

PAVEMENT / LANDSCAPE TOPSOIL

SELECT BACKFILL

MECHANICAL PROPERTIES - FREE OF STONES, STABLE

AND HAVE LOW PLASTICITY THERMAL CONDUCTIVITY -

MATERIALS THAT HAVE LOW THERMAL CONDUCTIVITY

SUCH AS SAND WILL NOT BE UTILISED

OTHER SERVICE

OTHER

SERVICE

M

IN

F

RO

M S

TO

RM

W

AT

ER

F

UE

L

IN

C

ON

DU

CT

IV

E

EN

CL

OS

UR

ES

M

IN

O

TH

ER

F

RO

M S

ER

VI

CE

S

IN

C

ON

DU

CT

IV

E

EN

CL

OS

UR

ES

M

IN

T O

FU

EL

Ø6

W

AT

ER

M

IN

T

O

SE

W

ER

M

IN

T O

AL

L

OT

HE

R

SE

RV

IC

ES

M

IN

IM

UM

m m

U

NT

RA

FF

IC

KE

D

AR

EA

S

M

IN

IM

UM

m m

T

RA

FF

IC

KE

D

AR

EA

RS

MIN 300 TO SEWER, FUEL & WATER

MIN 100 TO ALL OTHER SERVICES

PAVEMENT / LANDSCAPE TOPSOIL

COMPACTED BEDDING SAND

OTHER SERVICE

OTHER

SERVICE

M

IN

T O

FU

EL

S

EW

ER

M

IN

Ø6

W

AT

ER

M

IN

T O

AL

L

OT

HE

R

SE

RV

IC

ES

DRAINAGE PIPE TRENCH DETAIL

SCALE 1:5

ELECTRICITY TRENCH DETAIL

DIRECT BURIED

M

IN

IM

UM

m m

U

NT

RA

FF

IC

KE

D

AR

EA

S

M

IN

IM

UM

m m

T

RA

FF

IC

KE

D

AR

EA

RS

PAVEMENT / LANDSCAPE TOPSOIL

COMPACTED BEDDING SAND

OTHER SERVICE

OTHER

SERVICE

M

IN

F

RO

M E

LE

CT

RI

CA

L

IF

IN

C

ON

DU

CT

IV

E

EN

CL

OS

UR

E

M

IN

T O

AL

L

OT

HE

R

SE

RV

IC

ES

PRESSURE PIPE TRENCH DETAIL

SW

RS / W / F

MIN 500 FROM ELECTRICAL IF IN CONDUCTIVE ENCLOSURE

MIN 300 TO STORMWATER

MIN 100 TO ALL OTHER SERVICES

POLYMERIC MARKING TAPE

NOTE: CLEARANCES SHOWN FOR <Ø65 WATER

REFER TO TABLE FOR ALL OTHER PRESSURE SERVICES.

150 MIN

100 MIN

150 MIN

NOTE: CLEARANCES SHOWN FOR STORMWATER DRAINAGE. REFER TO TABLE FOR SEWER

VALUES.

SCALE 1:5

SCALE 1:5

POLYMERIC MARKING TAPE

TRENCH FILL

SERVICE CROSSING UNDER CHANNEL

OTHER SERVICE

SELECT TRENCH

BACKFILL MATERIAL PER

SERVICE SPECIFICATION

SCALE 1:10

DE

SI

RA

BL

E

M

IN

UNDERGROUND UTILITY CLEARANCES (mm)

MINIMUM COVER

COMMUNICATIONS

(HB29 2000)

ELECTRICAL

(AS 3000-2018)

SEWER

(AS 3500.3) (WSA 02 &

04)

STORMWATER

(AS 3500.3)

WATER <Ø65

(AS 3500.1)

WATER >Ø65

(WSA 03) FUEL

UNTRAFFICKE

D TRAFFICKED H V H V H V H V H V H V H V

COMMUNICATIONS

(HB29 2000) 600 1000 100 100 100 100 3001 1501 100 100 100 100 300 150 100 100

ELECTRICAL

(AS 3000-2018) 600 1000 100 100 100 100 5001* 2251

500* 600*

600*

500*

500* 5001* 300

500* 600*

600*

SEWER

(AS 3500.3) (WSA 02 &

04)

(500 MIN.)+ 3001 1501 5001* 2251

500* 3001 1501 300 300 100 100 1000a

600b 500a

300b 300 300

STORMWATER

(AS 3500.3) 450

(500 MIN.)+ 100 100 100

600* 600* 300 300 100 100 300 100 300 150 300 300

WATER <Ø65

(AS 3500.1) 450

(600 MIN.)+ 100 100 100

500* 500* 100 100 300 100 100 100 100 100 100 100

WATER >Ø65

(WSA 03) 450

(600 MIN.)+ 300 150 5001* 300

500* 1000a

600b 500a

300b 300 150 100 100 300 150 300 300

FUEL

900 900 100 100 300

600* 600* 300 300 300 300 100 100 300 300 100 100

* MINIMUM SEPARATION OF CONDUCTIVE ENCLOSURES TO LOW VOLTAGE ELECTRICAL EARTHING ELECTRODE

+ MINIMUM DEPTH WHEN CONCRETE ENCASED

1 WSA Values a Gravity Sewer b Pressure Sewer

SCALE 1:20

OVERHEAD

POWERLINE

CLEARANCES (mm) H V

BUILDINGS 2100 3700

TREES/BUSHES 2100 2100

* MINIMUM SEPARATION OF CONDUCTIVE

ENCLOSURES TO LOW VOLTAGE

ELECTRICAL EARTHING ELECTRODE

+ MINIMUM DEPTH WHEN CONCRETE

ENCASED

SCALE 1:20

MINIMUM INTERNAL DIMENSIONS FOR

STORMWATER AND INLET PITS

DEPTH TO INVERT OF

OUTLET

MINIMUM INTERNAL DIMENSIONS (mm)

RECTANGULAR CIRCULAR

WIDTH LENGTH DIAMETER

≤ 450 350 350 -

≤ 600 450 450 600

> 600 ≤ 900 600 600 900

> 900 ≤ 1200 600 900 1000

> 1200 900 900 1000

SCALE 1:20

FINAL SUBMITTAL

C-507 0.5m

1:5

0.250

1m

MINIMUM PIPE COVER

(mm)

LOCATION MINIMUM

COVER #

NON ROADWAYS

- GENERAL

- INDUSTRIAL/COMMERCIAL

SEALED ROADS 600

MAJOR ROADWAYS /

EMBANKMENTS 750

FREEWAYS 1200

SPRING LINE TRENCH

CLEARANCE

NOMINAL DIAMETER (DN) MINIMUM CLEARANCE

'Lc' TO AS/NZS 2566.1

≤150 100

>150 - ≤300 150

>300 - ≤450 200

>450 - ≤900 300

>900 - ≤1500 350

TRENCH WIDTH TO BE SUFFICIENT TO SAFELY LAY

THE PIPE AND COMPACT THE SIDE SUPPORT ZONE.

PIPE SIZE (DN)

BEDDING AND OVERLAY DEPTH

'Lb' (min) 'Lo'

≤150 75 100

200 - 450 100 150

>450 - ≤900 150 150

MARKING TAPE

WHERE SPECIFIED

TYPE 'B'

(SUPPORT TRENCH STRATA OTHER THAN SAND)

SCALE 1:10

'Lo

'Lb

TR

EN

CH

F

IL

L

PI

PE

E M

BE

DM

EN

T

SPRING LINE TRENCH CLEARANCE DETAIL

SCALE 1:10

SPRING LINE

'Lc' 'Lc'

NOTES:

1. ALL DIMENSIONS IN MILLIMETRES.

2. THIS DRAWING TO BE READ IN CONJUNCTION WITH

WAT-1201.

3. EMBEDMENT, TRENCH FILL AND COMPACTION TO MEET

REQUIREMENTS OF WSA-03 PART 3.

4. WHERE TRENCH FLOOR CONSISTS OF MATERIALS

MARKED WITH * ON WAT-1200 OBTAIN GEOTECHNICAL

ADVICE.

FINAL SUBMITTAL

C-508 1m

ARCHITECTURAL SYMBOLS

WINDOW

NUMBER

ROOM

LONG

NAME

A1

A-301

ROOM TAG

DETAIL NUMBER ROOM NAME

ROOM NUMBER

EXTERIOR ELEVATION

TAG

ELEVATION NUMBER

DIRECTION OF VIEW

SHEET REFERENCE

A1

A-301

BUILDING SECTION TAG

DETAIL NUMBER

SHEET REFERENCE

A1

A-301

BUILDING

A-501

B

DOOR NUMBER

(REFER TO DOOR

SCHEDULE)101

A-401

INTERIOR ELEVATION

TAG

INTERIOR

ELEVATION

NUMBER

A1

A1

A1

A1

DETAIL TAG

SHEET REFERENCE

DOOR TAGWINDOW TAG

SHEET REFERENCE

EW:XX DENOTES WALL TYPE, REFER TO SHEET

PT:XX

CL CENTRELINE OF ELEMENT

FALL FALL DIRECTION SYMBOL

LEVEL DATUM

TILE SETOUT

B

C

PLAN

NORTH

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E P A R T M E N T

O F

T H E

N A V Y

N A V A L

F A C

IL

IT

IE

S

E N G

IN

E E R

IN

G

S Y S T E M S

C O M M A N D

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A V F A C

P A C

IF

IC

A U S T R A L

IA

FINAL SUBMITTAL

S Y M

D E S C R

IP

T

IO

N

D A T E

A P P

RKEY PLAN

SATISFACTORY TO DATE

/0

/2

:0

:3

A

M

C U s e rs

\c jlo n g

\D o c u m e n ts

\R e v it

L o c a l F ile s \B

L D

G -P

X X

X -1

-G

A -G

E N c a m e ro n .l o n g

.r v t

1 : 1

A-001

M U

LT

IP

L E

F A C

IL

IT

Y

A N D

IN

F R A S

TR

U C

TU

R E

RP

17322571

ML ML

P R O

JE

C

TS

A T

LO

M B R U M

N A V A L B A S E

RYS

1820549

N62742-24-R-6717

LO

M B R U M P A P U A

IN

EA

(P N G

P A P U A

IN

EA

D

EF

EN

C E

FO

R C E

RYS

N A V A L

P A C

IF

IC

A -0

F A C

IL

IT

Y

W

ID

E

N O

TE

S A B B R E V

IA

TI

O N

A N D

LE

G E N D

01 JUL 2024

1 DIMENSION SHOWN IN CONTRACT DOCUMENTS ARE NOMINAL AND

THEREFORE SHALL BE CONFIRMED ON SITE VIA SURVEYED INFORMATION,

OR CALCULATED INFORMATION AND DETAIL SHOP DRAWINGS BEFORE

COMMENCEMENT OF THE WORKS. CO-ORDINATE THE DESIGN AND FINAL

SITE DIMENSIONS IN CONJUNCTION WITH ALL TRADES.

2 THESE DRAWINGS INDICATE THE GENERAL SCOPE OF THE PROJECT IN

TERMS OF ARCHITECTURAL DESIGN CONCEPT, DIMENSIONS OF THE

BUILDING, THE MAJOR ARCHITECTURAL ELEMENTS AND THE TYPE OF

STRUCTURAL, MECHANICAL, ELECTRICAL SYSTEMS. THE CONTRACTOR

SHALL FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND

COMPLETION OF WORK.

3 THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY

CONTRACTOR, SUB-CONTRACTOR, ERECTOR, FABRICATOR, OR MATERIAL

SUPPLIER IN LIEU OF PREPARATION OF SHOP DRAWINGS SIGNIFIES HIS

ACCEPTANCE OF ALL INFORMATION SHOWN HEREON AS CORRECT AND

OBLIGATES HIMSELF TO ANY JOB EXPENSE, REAL OR IMPLIED ARISING DUE

TO ANY ERRORS THAT MAY OCCUR HEREON.

4 THESE DRAWINGS ARE TO BE COORDINATED WITH THE SPECIFICATIONS.

REFER TO SPECIFICATIONS FOR PRODUCT GENERAL REQUIREMENTS,

METHODS OF INSTALLATION, AND QUALITY OF WORKMANSHIP.

5 ALL WORKS SHALL BE PERFORMED IN ACCORDANCE WITH STANDARDS OF

BEST PRACTICE BY WORKERS SKILLED IN THEIR RESPECTIVE TRADES.

6 ALL FASTENERS AND CONNECTORS SHALL BE SUITABLE FOR THE CLIMATIC

CONDITIONS FOR MANUS, PNG

7 CONTRACTOR TO PROVIDE SAMPLE MATERIAL FINISHES FOR APPROVAL.

10 ALL WORKS MUST CONFORM THE REQUIREMENTS OF NCC AND APPLICABLE

REGULATORY AGENCIES HAVING JURISDICTION.

13 ENSURE DISCHARGE FROM EXITS COMPLY WITH D1.10

14 ALL DOOR HARDWARE TO BE COMPLIANT HARDWARE FOR BCA ACCESS,

MFPE, SECURITY AND AS 1428. DESIGN DRAWINGS FOR DESIGN

PERFORMANCE DETAILS.

15 FIRE EXTINGUISHERS TO BE PROVIDED. REFER TO WAYFINDING DRAWING

SHEETS

16 THE CONTRACTOR MUST VERIFY FINISH SELECTION OF EXTERIOR AND

INTERIOR FINISHES WITH THE CONTRACTING OFFICER, I.E.

WALL/CEILING/ROOF/FLOOR TEXTURES AND COLORS.

18 FOR ALL DETAILED MATERIALS / FINISHES SCHEDULED AND CODED AS

SHOWN ON THE CONTRACT DRAWING SETS, REFER TO THE PROJECT

SPECIFICATION.

19 ALL WALL MOUNTED FITTINGS ARE TO BE PROVIDED WITH IN-WALL

BLOCKING.

AB ANCHOR BOLT

ACS PNL ACCESS PANEL

ADJ ADJUST

ALT ALTERNATE, ALTITUDE

ALUM ALUMINUM

ANOD ANODIZED

APPROX APPROXIMATE

ARCH ARCHITECT

ASPH ASPHALT

ATC ACOUSTICAL TILE CEILING

BD BOARD

BLDG BUILDING

BLW BELOW

BM BEAM

BMT BASE METAL THICKNESS

BOS BOTTOM OF SLAB / STEEL

BOT BOTTOM

BRG BEARING

BSMT BASEMENT

BTWN BETWEEN

C TO C CENTER TO CENTER

CAB CABINET

CEM CEMENT

CER CERAMIC

CFC COMPRESSED FIBRE CEMENT

CI CAST IRON

CIP CAST IRON PIPE

CJ CONTROL / CONSTRUCTION JOINT

CLG CEILING

CLG REG CEILING REGISTER

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CND CONDUIT

CNDS CONDENSATE

CNSTR CONSTRUCTION

CNTR CNTR

CO CLEANOUT

COL COLUMN

CONC CONCRETE

CONN CONNECT

CONT CONTINUE / CONTINUOUS

ARCHITECTURAL ABBREVIATIONS

CORR CORRIDOR

CPT CARPET / COMMON PATH OF TRAVEL

CT CERAMIC TILE

CTR CENTER

D DEPTH / DEEP

DEG DEGREE

DEMO DEMOLITION

DET DETAIL

DIA DIAMETER

DIM DIMENSION

DPC DAMP PROOF COURSE

DR DRAIN

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING

E EAST

EA EACH

EIFS EXTERIOR INSULATION & FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC / ELECTRICAL

EPDM ETHLENE PROPYLENE DIEN MONOMER

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION / EXPOSED / EXPAND

EXT EXTERIOR

FD FLOOR DRAIN

FDTN FOUNDATION

FF FINISH FACE

FFL FINSHED FLOOR LEVEL

FG FIGURE

FHC FIRE HOUSE CABINET

FIN FLR FINISHED FLOOR

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUB / FACE OF SLAB

FR FRAME / FIRE RATING / FIRE RESISTANT

FT FOOT, FEET

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GFCI GOVERNMENT FURNISHED CONTRACTOR INSTALLED

GL GLASS / GROUND LEVEL

GR GROSS

GSU GLAZED STRUCTURAL UNIT

GYP GYPSUM

H HIGH

HB HOSE BIB

HDW HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

HVY HEAVY

ID INSIDE DIAMETER

INSUL INSULATION / INSULATED

INT INTERIOR

J-BOX JUNCTION BOX

JAN JANITOR CLOSET

LAV LAVATORY

LB POUND

LT LIGHT

MACH MACHINE

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFG MANUFACTURING

MIN MINIMUM / MINUTE

MISC MISCELLANEOUS

ML MATCH LINE

MO MASONRY OPENING / MOTOR OPERATED

MTD MOUNTED

MTG MOUNTING / MEETING

MTL METAL

MWP MEMBRANE WATERPROOFING

N NORTH

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OA OUTSIDE AIR

OC ON CENTER

OD OUTSIDE DIAMETER / DIMENSION

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPT OPTIONAL

PCT PERCENT

PEJ PREMOLDED EXPANSION JOINT

PL PROPERTY LINE

PLAS PLASTER / PLASTIC

PLYWD PLYWOOD

PNL PANEL

PRELIM PRELIMINARY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT

QT QUARRY TILE

R RADUIS / RISER

RA RETURN AIR

RAD RETURN AIR DUCT

RB RESILIENT BASE

RD ROOF DRAIN / ROAD

REFL REFLECT

REFR REFRIGERATION

REINF REINFORCE

REQD REQUIRED

REV REVISION

RF RESILIENT FLOORING

RHS RIGHT HAND SIDE

RL ROOF LEADER

RM ROOM

RND ROUND

RO ROUGH OPENING

RS ROUGH SAWN

RT RIGHT

S SOUTH

SAPC SUSPENDED ACOUSTICAL PANEL CEILING

SCHED SCHEDULE

SECT SECTION

SF SQUARE FOOT

SH SHINGLES / SINGLE HUNG

SIM SIMILAR

SPC SUSPENDED PLASTER CEILING

SPEC SPECIFICATION

SQ SQUARE

STD STANDARD

STOR STORAGE

STR STRAIGHT STRIKE / STRINGERS

SUSP SUSPENDED

T&B TOP AND BOTTOM

TEL TELEPHONE

THK THICK

THRES THRESHOLD

THRU THROUGH

TOS TOP OF SLAB / STEEL

TYP TYPICAL

U/S UNDERSIDE

UON UNLESS OTHERWISE NOTED

V VOLT

VAR VARIATION

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VENT VENTILATION / VENTILATOR

VERT VERTICAL

VEST VESTIBULE

VS VENT STACK

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W WASTE / WATT / WEST / WIDE

W/ WITH

W/O WITHOUT

WC WATER CLOSET / WALL COVERING

WD WOOD

WH WATER HEATER

WP WATERPROOFING / WEATHERPROOF / WORKING

POINT

WSCT WAINSCOT

WT WEIGHT

WWF WELDED WIRE FABRIC

XRMR TRANSFORMER

GENERAL NOTES

35 35

CO:SLAB

RC:03

RC:06

(7

IN

C M

E

RI

SE

R

RE

FE

R

TO

S

TA

IR

D

ET

AI

L

NOMINAL 5° ANGLE TO ALL STEPS

EQ EQ

MW:06

TYP. TREAD

END CAP AS PER

MANUFACTURER DETAIL

CO:02

MW:06

FFL

RC:06

RC:03

RC:04

RC:02

RC:05

MW:09

RC:01

CAST IN SAFETY INSERT TREAD

STOPPED 10mm FROM EDGES OF

CONCRETE STEPS

MAX

ø 125

MAX. 125mm

CO:SLAB

RC:01

RC:02

RC:03

RC:04

RC:06

RC:05

MW:09

FFL

FIXING TO TIMBER COLUMN AS PER

MANUFACTURER DETAILS

S.S. BOLT DOWN POST ANCHOR

TO SUIT POST, REFER TO

STRUCTURAL DETAILS

PLASTIC PACKING SHIM AS

SPECIFIED, TO ISOLATE POST

ANCHOR FROM CONCRETE SLAB

100 100

CO:SLAB

RC:06

RC:05

RC:04

RC:03

RC:02

RC:01

MW:09

ST:COL

140 x 140mm

FFL

(7

IN

C

M E

(75 IN CME)

A1 A-501

Sim

A2 A-501

Sim

CO:SLAB

S.S. BOLT DOWN POST

ANCHOR TO SUIT POST, REFER

TO STRUCTURAL DETAILS

FIXING TO TIMBER

COLUMN AS PER

MANUFACTURER DETAILS

140 x 140mm

ST:COL

RC:01

MW:09

RC:01

(7

IN

C

M E

A1 A-501

Sim

CO:SLAB

S.S. BOLT DOWN POST

ANCHOR TO SUIT POST, REFER

TO STRUCTURAL DETAILS

FIXING TO TIMBER

COLUMN AS PER

MANUFACTURER DETAILS

RC:01

MW:09

ST:COL

140 x 140mm

MID RAIL FOR TYPE 2

AS REQUIRED

S.S. BOLT DOWN POST ANCHOR

TO SUIT POST, REFER TO

STRUCTURAL DETAILS

E Q

E

Q

CO:SLAB

FIXING TO TIMBER

COLUMN AS PER

MANUFACTURER DETAILS

RC:06

RC:05

RC:01

RC:02

RC:03

RC:04

ST:COL

MW:09

140 x 140mm

MID RAIL FOR TYPE 2

AS REQUIRED

S.S. BOLT DOWN POST

ANCHOR TO SUIT POST, REFER

TO STRUCTURAL DETAILS

E Q

E

Q

CO:SLAB

FIXING TO TIMBER

COLUMN AS PER

MANUFACTURER DETAILS

RC:06

RC:05

RC:02

RC:03

RC:04

ST:COL

MW:09

RC:01

140 x 140mm

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E P A R T M E N T

O F

T H E

N A V Y

N A V A L

F A C

IL

IT

IE

S

E N G

IN

E E R

IN

G

S Y S T E M S

C O M M A N D

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A V F A C

P A C

IF

IC

A U S T R A L

IA

FINAL SUBMITTAL

S Y M

D E S C R

IP

T

IO

N

D A T E

A P P R

SATISFACTORY TO DATE

/0

/2

:0

:4

A

M

C U s e rs

\c jlo n g

\D o c u m e n ts

\R e v it

L o c a l F ile s \B

L D

G -P

X X

X -1

-G

A -G

E N c a m e ro n .l o n g

.r v t

As indicated

A-501

M U

LT

IP

L E

F A C

IL

IT

Y

A N D

IN

F R A S

TR

U C

TU

R E

RP

17322572

ML JL

P R O

JE

C

TS

A T

LO

M B R U M

N A V A L B A S E

RYS

1820549

N62742-24-R-6717

LO

M B R U M P A P U A

IN

EA

(P N G

P A P U A

IN

EA

D

EF

EN

C E

FO

R C E

RYS

N A V A L

P A C

IF

IC

A -5

F A C

IL

IT

Y

W

ID

E

A R C H

IT

E C

TU

R A L

TY

P

IC

A L H A N D R A

IL

D E

TA

IL

S

S H E E T

01 JUL 2024

SCALE: 1 : 5

D1

TYP. MW:09 - RAILING BASEPLATE PLAN

SCALE: 1 : 10

A4

TYP. MW:09 - STAIR TREAD DETAIL

SCALE: 1 : 10

B1

TYP. MW:09 - RAILING MID CONNECTION DETAIL

SCALE: 1 : 10

B2

TYP. MW:09 - RAILING POST CONNECTION DETAIL

SCALE:

B4

TYP. MW:09 - HANDRAIL 3D VIEW

SCALE: 1 : 5

D2

TYP. MW:09 - HANDRAIL DETAIL PLAN - CORNER POST

SCALE: 1 : 5

D4

TYP. MW:09 - HANDRAIL DETAIL PLAN - MID POST

SCALE: 1 : 10

A1

TYP. MW:09 - HANDRAIL TO COLUMN CONNECTION

SCALE: 1 : 10

A2

TYP. MW:09 - HANDRAIL TO COLUMN CONNECTION

KEYNOTE ABBREVIATIONS LEGEND

CODE DESCRIPTION

CO:02 REINFORCED CONCRETE STAIR IN TIMBER FLOAT FINISHED WITH CAST IN LATHAM

YELLOW NON SLIP ACS20 ALUMINUM 20X30 TO DETAIL.

CO:SLAB CONCRETE SLAB TO STRUCTURAL DETAILING

MW:06 493S SAFETY INSERT TREAD/ LATHAM (OR EQUAL APPROVED)/ALUMINIUM/SAFETY

YELLOW RUFAZEL LRV 51.33

MW:09 AXIOM HERITAGE ALUMINIUM HANDRAIL WITH OVAL TOP RAIL IN ANODISED ALUMINIUM

FINISH, TO BE INSTALLED AS PER MANUFACTURER SPECIFICATIONS

RC:01 AXIOM OVAL HANDRAIL ANODISED ALUMINIUM FINISH AS PER MANUFACTURER DETAILS

RC:02 AXIOM 38 x 25mm TOP RAIL ANODISED ALUMINIUM FINISH AS PER MANUFACTURER

DETAILS

RC:03 AXIOM 55 x 55mm POST ANODISED ALUMINIUM FINISH AS PER MANUFACTURER DETAILS RC:04 AXIOM 20 x 20mm BALUSTER ANODISED ALUMINIUM FINISH AS PER MANUFACTURER

DETAILS

RC:05 AXIOM 38 x 25mm BOTTOM RAIL ANODISED ALUMINIUM FINISH AS PER MANUFACTURER

DETAILS

RC:06 AXIOM 100 x 70 x 14mm THICK BASE PLATE ANODISED ALUMINIUM FINISH, FOR FIXING TO

CONCRETE AS PER MANUFACTURER DETAILS

ST:COL TIMBER COLUMN AS PER STRUCTURAL DETAIL, ALL CUT EDGES OF TIMBER TO BE

TREATED AND COATED WITH QUANTEC (SIMILAR/ EQUAL) TO PREVENT MOISTURE AND

ROT DAMAGE. ALL TOPS OF COLUMN ARE TO BE CHAMFERED AT A 10 DEGREE ANGLE

TO REMOVE SHARP EDGES FORMED BY THE INTERSECTION WITH ROOF. TOPS OF

COLUMNS TO FOLLOW RAKE OF STRUCTURE ABOVE

0 200 400 600 800 1000 mm

SCALE 1:20 AT ORIGINAL SIZE

0 50 100 150 200 250 mm

SCALE 1:5 AT ORIGINAL SIZE

GRAPHIC SCALE

0 100 200 300 400 500 mm

SCALE 1:10 AT ORIGINAL SIZE

1800 MAX SPAN 1800 MAX SPAN

CL CL CL

S.S. BOLT DOWN POST

ANCHOR TO SUIT POST, REFER

TO STRUCTURAL DETAILS

FIXING TO TIMBER

COLUMN AS PER

MANUFACTURER DETAILS

140 x 140mm

ST:COL

RC:05

RC:06

RC:02

RC:01

MW:09

RC:03

RC:04

CL

ø 125

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E P A R T M E N T

O F

T H E

N A V Y

N A V A L

F A C

IL

IT

IE

S

E N G

IN

E E R

IN

G

S Y S T E M S

C O M M A N D

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A V F A C

P A C

IF

IC

A U S T R A L

IA

FINAL SUBMITTAL

S Y M

D E S C R

IP

T

IO

N

D A T E

A P P R

SATISFACTORY TO DATE

/0

/2

:0

:5

A

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\D o c u m e n ts

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A -G

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1 : 10

A-502

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F A C

IL

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A N D

IN

F R A S

TR

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TU

R E

RP

17322573

ML JL

P R O

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C

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M B R U M

N A V A L B A S E

RYS

1820549

N62742-24-R-6717

LO

M B R U M P A P U A

IN

EA

(P N G

P A P U A

IN

EA

D

EF

EN

C E

FO

R C E

RYS

N A V A L

P A C

IF

IC

A -5

F A C

IL

IT

Y

W

ID

E

A R C H

IT

E C

TU

R A L

TY

P

IC

A L H A N D R A

IL

D E

TA

IL

S

S H E E T

01 JUL 2024

SCALE: 1 : 10

D1

TYP. MW:09 - COLUMN TO COLUMN HANDRAIL DETAIL

SCALE: 1 : 10

B1

TYP. MW:09 - TOP OF STAIR HANDRAIL DETAIL

KEYNOTE ABBREVIATIONS LEGEND

CODE DESCRIPTION

MW:09 AXIOM HERITAGE ALUMINIUM HANDRAIL WITH OVAL TOP RAIL IN ANODISED ALUMINIUM

FINISH, TO BE INSTALLED AS PER MANUFACTURER SPECIFICATIONS

RC:01 AXIOM OVAL HANDRAIL ANODISED ALUMINIUM FINISH AS PER MANUFACTURER DETAILS

RC:02 AXIOM 38 x 25mm TOP RAIL ANODISED ALUMINIUM FINISH AS PER MANUFACTURER

DETAILS

RC:03 AXIOM 55 x 55mm POST ANODISED ALUMINIUM FINISH AS PER MANUFACTURER DETAILS RC:04 AXIOM 20 x 20mm BALUSTER ANODISED ALUMINIUM FINISH AS PER MANUFACTURER

DETAILS

RC:05 AXIOM 38 x 25mm BOTTOM RAIL ANODISED ALUMINIUM FINISH AS PER MANUFACTURER

DETAILS

RC:06 AXIOM 100 x 70 x 14mm THICK BASE PLATE ANODISED ALUMINIUM FINISH, FOR FIXING TO

CONCRETE AS PER MANUFACTURER DETAILS

ST:COL TIMBER COLUMN AS PER STRUCTURAL DETAIL, ALL CUT EDGES OF TIMBER TO BE

TREATED AND COATED WITH QUANTEC (SIMILAR/ EQUAL) TO PREVENT MOISTURE AND

ROT DAMAGE. ALL TOPS OF COLUMN ARE TO BE CHAMFERED AT A 10 DEGREE ANGLE

TO REMOVE SHARP EDGES FORMED BY THE INTERSECTION WITH ROOF. TOPS OF

COLUMNS TO FOLLOW RAKE OF STRUCTURE ABOVE

0 200 400 600 800 1000 mm

SCALE 1:20 AT ORIGINAL SIZE

0 50 100 150 200 250 mm

SCALE 1:5 AT ORIGINAL SIZE

GRAPHIC SCALE

0 100 200 300 400 500 mm

SCALE 1:10 AT ORIGINAL SIZE

EXTERIOR

INTERIOR

STRUCTURAL ZONE

S

TR

U C

TU

R

A L

ZO

N

E

V A

R

IE

S

CD:FURRING

CD:SARKING1

EW:01

IN:01

CD:01

ST:STUD

CFC:01

EXTERIOR INTERIOR

HEAD DETAIL

BASE DETAIL

STRUCTURE (REFER TO

STRUCTURAL DETAIL)

FILL ALL GAPS WITH

POLYURETHANE SEALANT

SHIM PACKING AS REQUIRED

FOAM INFILL TO PROFILE OF

SHEETING

FOLDED ALUMINIUM FLASHING

FULLY SEALED FIXED TO TIMBER

BLOCKING FRAMING TO COVER

OPENING BETWEEN RAFTERS

SLOPE AWAY

STRUCTURAL ZONE

VARIES

T Y

P

RF:01

AL:02

TIMBER BEAM WITH

S/S FIXING AND S/S

CONNECTION PLATE

NOTE: EW:01A DOES NOT

INCLUDE IN:01

TIMBER PACKER

FFL

ST:RAFTER

RF:EG1

AL:02

RF:RTB

ST:RAFTER

ST:BEAM

RF:FASCIA

EW:01

AL:02

CD:FURRING

CD:SARKING1

IN:01

RE:01

TT:21

DPC:01

CD:01

RF:CRS

AD:01

CD:CAPPING

ST:STUD

ST:STUD

CO:SLAB

NOTE: SLAB SECTION AND

FLOOR FINISH VARIES

A-525

C4

AD:04

SC:01

CFC:01

RF:PKR

RF:AP

EXTERIOR INTERIOR

HEAD DETAIL

BASE DETAIL

FFL

REINFORCED

BLOCKWORK (REFER

TO STRUCTURAL

DETAIL)

FILL ALL GAPS WITH POLYURETHANE

SEALANT

SHIM PACKING AS

REQUIRED

FOAM INFILL TO PROFILE OF

SHEETING

FOLDED ALUMINIUM FLASHING FULLY

SEALED FIXED TO TIMBER BLOCKING

FRAMING TO COVER OPENING WITH

S/S BRACKET SUPPORT FIXED

BETWEEN RAFTERS

SLOPE AWAY

STRUCTURAL ZONE

VARIES

AL:02

FOAM INFILL TO PROFILE

OF ROOF SHEETING

AL:02

FOLDED ALUMINIUM FLASHING FULLY

SEALED FIXED TO TIMBER BLOCKING

FRAMING TO COVER OPENING BETWEEN

RAFTERS,

AL:02

RF:05

ST:RAFTER

RF:EG1

RF:FASCIA

ST:STEEL RAFTER

CD:FURRING

CD:SARKING1

IN:01

ST:STEEL BEAM

CD:SARKING1

IN:01

CD:FURRING

EW:01

RE:01

RF:AP

TT:21

DPC:01

CD:01

AL:02

RF:CRS

AD:01

AD:01

CD:CAPPING

RF:APRON

ST:STUD

CO:SLAB

ST:STUD

NO

M.

ST:ST BRACE

NOTE: SLAB

SECTION AND

FLOOR FINISH

VARIES

A-525

C4

AD:04

SC:01

CFC:01

CFC:01

CFC:01

RF:02

TYP. WELDED END PLATE TO STEEL RAFTER

REFER TO STRUCTURAL DETAIL, USING

CUPHEAD BOLTS RAFTER TO FASCIA

CONNECTION WINDOW AS

SCHEDULED

SOLID SURFACE

WINDOW REVEAL,

COLOUR: OFFWHITE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E P A R T M E N T

O F

T H E

N A V Y

N A V A L

F A C

IL

IT

IE

S

E N G

IN

E E R

IN

G

S Y S T E M S

C O M M A N D

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A V F A C

P A C

IF

IC

A U S T R A L

IA

FINAL SUBMITTAL

S Y M

D E S C R

IP

T

IO

N

D A T E

A P P R

SATISFACTORY TO DATE

/0

/2

:0

:0

A

M

C U s e rs

\c jlo n g

\D o c u m e n ts

\R e v it

L o c a l F ile s \B

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X -1

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A -G

E N c a m e ro n .l o n g

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A-503

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F A C

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IN

F R A S

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17322574

ML JL

P R O

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M B R U M

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1820549

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M B R U M P A P U A

IN

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(P N G

P A P U A

IN

EA

D

EF

EN

C E

FO

R C E

RYS

N A V A L

P A C

IF

IC

A -5

F A C

IL

IT

Y

W

ID

E

A R C H

IT

E C

TU

R A L

E X

TE

R N A L S E C

TI

O N

TY

P

IC

A L D E

TA

IL

S

S H E E T

01 JUL 2024

SCALE: 1 : 5

D1

EW01 - TYPICAL PARTITION PLAN

SCALE: 1 : 5

A1

EW:01 -TYPICAL PARTITION DETAIL

KEYNOTE ABBREVIATIONS LEGEND

CODE DESCRIPTION

AD:01 SEALANT ON BACKING ROD

AD:04 CLOSED CELL FOAM THERMAL BREAK

AL:02 0.9mm FOLDED ALUMINUM FLASHING PANEL, FLASH & SEAL ALL JOINTS TO MATCH

ROOF SHEET OR AS DOCUMENTED; ANODISED MARINE GRADE ALUMINIUM

(EXPOSED/VISIBLE)

CD:01 ALUMINIUM SHEET CLADDING PERMALITE WAVELINE WALL SHEETING WITH REFLECTED

FOIL SARKING ON ALUMINIUM TOPHAT ISOLATED FURRING

CD:CAPPING 0.9mm FOLDED ALUMINUM J CAPPING WITH FOLDED END; ANODISED 25 MICRON FINISH

MARINE GRADE ALUMINIUM

CD:FURRING ISOLATED LIGHT GAUGE ALUMINIUM FURRING WALL FRAMING SYSTEM WITH HEAVY

DUTY (MIN. 3.5mm THK) SELF ADHESIVE (OR EQUIVALENT) CLOSED CELL FOAM TAPE OR

DENSO TAPE ISOLATOR TO BLOCKWORK; SECURE FURRING CHANNELS TO MASONRY

WALLS WITH NYLON WALL PLUGS AND S/S FIXINGS

CD:SARKING1 BRADFORD THERMOSEAL 753HD REFLECTIVE FOIL ROOF SARKING BETWEEN WALL

SHEETING AND TOP HATS/FURRING CHANNELS WITH PRESSURE TAPE AT LAPS IN

ACCORDANCE WITH AS/NZS 4200.2.

CFC:01 9mm CFC LINING FOR WALL FINISH, TAPED AND SET WITH PAINT FINISH

CO:SLAB CONCRETE SLAB TO STRUCTURAL DETAILING

DPC:01 HEAVY ALCOR 0.55mm BITUMEN COATED ALUMINIUM DAMPCOURSE, ALCOR OR

EQUALLY APPROVED

EW:01 PERMALITE WAVELINE ALUMINIUM CLADDING (GLACIER WHITE IN COLOUR)/REFLECTED

FOIL SARKING/EQUAL TO ULLRICH (NZ) UA3813 50mm x 110mm x 4mm TOP HAT ALLOY 6005A T5 MILL RUN AND 50mm HIGH DENSITY EXTRUDED CLOSED CELL POLYSTYRENE XPS DOUBLE FOIL FACE BOARD/ KWILA (MERBAU) KILN DRY TIMBER STUDS/9mm CFC

INTERNAL WALL LINING TAPE AND SET WITH PAINT FINISH.

IN:01 50mm HIGH DENSITY EXTRUDED CLOSED CELL POLYSTYRENE XPS DOUBLE FOIL FACE

BOARD, EQUAL TO KINGSPAN KOOLTHERM K8 (R3.5 DOWN GRADED VALUE R1.9) MIN

40mm - MAX 50mm THK) CLOSED CELL BOARD INSULATION, FULLY TAPED JOINTS WITH 96mm WIDTH 3M 425 FOIL.

RE:01 SHEET VINYL ROLL WITH COVE FILLET SKIRTING MIN 150MM, WITH ANODISED

ALUMINIUM WALL CAPPING

RF:01 ALUMINIUM ROOFING PERMALITE LT7 SAHARA COLOUR WITH REFLECTIVE FOIL

SARKING, WHITE BACK LIGHT ANTICON LAYER (FLUFFY SIDE UP), AUSMESH 300 PVC

(PLASTIC VINYL COATED) 300mmx150mmX2mm STANDARD TO AS/NZS 4389 ON

ALUMINIUM PURLINS AS SPECIFIED. WHEN NO ANTICON INSULATION IS USED AND ONLY

REFLECTIVE SARKING IS USED PROVIDE A FOIL WITH A WITH WHITE BACKED FOIL TO

VISIBLE FACES I.E. FOR COVERED WALKWAYS OR EAVES.

RF:02 ALUMINIUM ROOFING PERMALITE LT7 SAHARA COLOUR WITH REFLECTIVE FOIL

SARKING WITH WHITE BACK VISIBLE, AUSMESH 300 PVC (PLASTIC VINYL…