P500_Amend0004_Dwgs-Signed.pdf

PDF 2 MB Posted Aug 17, 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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EXISTING APRON

SHOULDER

EXISTING APRON - WIDTH VARIES

PHASE 1

P500 APRON - WIDTH VARIES

P500 CENTRAL

OPEN DRAIN

EXISTING APRON DEMOLISHED

BY P500 PROJECT

STORMWATER AND FUEL

MAIN CONSTRUCTED

EXISTING

BUILDINGS /

TOPSOIL

REMOVED

EXISTING SHOULDER AC

REMOVED

P500 FLEXIBLE

SHOULDER

DRAINAGE AND HYDRANT

PITS CONSTRUCTED TO

FINISHED SURFACE LEVELS,

PROVIDE PROTECTION

APPROXIMATELY APRIL 30 2024 TO JUNE 30 2024

INSTALL STORMWATER PIPE

AND PIT TO FINISHED SURFACE

LEVELS, PROVIDE PROTECTION.

HORIZONTAL CONTROL LINE

CULVERTS CONSTRUCTED

TAXIWAY A CONSTRUCTION PROGRESSING IN 2024.

LENGTH OF ALPHA MATCHING USAF PAVEMENT WILL

BE CONSTRUCTED IN 2024. REFER DRAWING CR301

USAF/KC-30 PAVEMENT INTERFACE DETAIL. KC-30

RIGID PAVEMENT CONSTRUCTED FIRST

KC-30 PROJECT TO DEMOLISH PARTIAL EXTENT OF EXISTING

AMT AS PART OF TAXIWAY A WORKS (TO USAF/KC-30

PAVEMENT INTERFACE POINT). AMT APRON MATERIAL MUST

BE SALVAGED FOR REUSE BY THE P500 PROJECT.

KC-30 CONSTRUCTING TAXIWAY A

APRIL 30 - NOVEMBER 30 2024.

KC-30 TO CONSTRUCT FORMATION OF

A TEMPORARY CENTRAL DRAIN FOR

DRAINAGE UNTIL P500 IS COMPLETED

P500 CENTRAL

OPEN DRAIN

P500 FLEXIBLE

SHOULDER

TEMPORARY DRAIN FORMATION

SUBSOIL DRAINAGE, DEEP BASE CANISTERS AND FLEXIBLE

SHOULDER PAVEMENT CONSTRUCTION

TAXIWAY A OPERATING AS

TEMPORARY RUNWAY

P500 APRON - RIGID PAVEMENT

CONSTRUCTED

P500 TO MATCH INTO KC-30

RIGID PAVEMENT INTERFACE

HORIZONTAL

CONTROL LINE

PHASE 3

APPROXIMATELY MARCH 31 2025 ONWARDS

RIGID PAVEMENT CONSTRUCTION MAY START

FROM NORTHERN BOUNDARY AND PROCEED

SOUTH, SUBJECT TO OLS CONSTRAINTS

P500 FLOODLIGHT POLES WILL BREACH TO

OLS. POLES MUST BE INSTALLED ON

CRADLES UNTIL RUNWAY IS DEACTIVATED

P500 APRON - WIDTH VARIES

RUNWAY OBSTACLE

LIMITATION SURFACE

ANY P500 WORKS ARE RESTRICTED WITHIN THE OBSTACLE LIMITATION SURFACE. HEIGHT

LIMITATIONS ON STRUCTURES WITHIN THE SHADED AREAS. LIKELY NIGHT WORKS WOULD BE

REQUIRED WITH NEGOTIATIONS TO CONSTRAIN THE TEMPORARY RUNWAY IN THESE PERIODS. A

TRUNCATED RUNWAY BAY BE NEGOTIATED FOR NIGHT WORKS TO ENABLE LIGHT AIRCRAFT

NON-SCHEDULED EMERGENCY FLIGHTS.

SURFACE DRAINAGE STRUCTURE

ESTABLISH BEFORE LEAN MIX SUBBASE

AND PAVEMENT CONSTRUCTION

P500 APRON - WIDTH VARIES

P500 CENTRAL

OPEN DRAIN

P500 FLEXIBLE

SHOULDER

P500 TO FORM AND CONSTRUCT

FINAL CENTRAL DRAIN WORKS

TAXIWAY A OPERATING AS A CODE E TAXIWAY,

NO OBSTACLE LIMITATION SURFACE

HORIZONTAL CONTROL LINE

PHASE 4

APPROXIMATELY SEPTEMBER 30 2026 ONWARDS TEMPORARY RUNWAY TO BECOME

TAXIWAY A AND EMERGENCY RUNWAY ONLY. OLS CONSTRAINTS REMOVED.

RIGID PAVEMENT CONSTRUCTION MAY START

FROM NORTHERN BOUNDARY AND PROCEED

SOUTH, SUBJECT TO OLS CONSTRAINTS

EXISTING APRON - WIDTH VARIES

PHASE 2

P500 APRON - WIDTH VARIES

P500 CENTRAL

OPEN DRAIN

STORMWATER AND FUEL

MAIN CONSTRUCTED

EXISTING

BUILDINGS /

TOPSOIL

REMOVED

P500 FLEXIBLE

SHOULDER

DRAINAGE AND HYDRANT

PITS CONSTRUCTED TO

FINISHED SURFACE LEVELS,

PROVIDE PROTECTION

INSTALL STORMWATER PIPE

AND PIT TO FINISHED SURFACE

LEVELS, PROVIDE PROTECTION.

HORIZONTAL CONTROL LINE

CULVERTS CONSTRUCTED

APPROXIMATELY JULY 31 2024 TO FEBRUARY 28 2025

KC-30 CONSTRUCTING

TAXIWAY A APRIL 30 -

NOVEMBER 30 2024

JUNE 30 2024 TO FEBRUARY 28 2025

ONWARDS INSTALL STORMWATER

AND FUEL INFRASTRUCTURE

SURFACE LEVEL DURING PHASE 2

SELECT FILL PLACEMENT TO BE COORDINATED

WITH STORMWATER AND FUEL INFRASTRUCTURE

EXISTING APRON

SHOULDER

TAXIWAY A CONSTRUCTION PROGRESSING IN 2024.

LENGTH OF ALPHA MATCHING USAF PAVEMENT WILL

BE CONSTRUCTED IN 2024. REFER DRAWING CR301

USAF/KC-30 PAVEMENT INTERFACE DETAIL. KC-30

RIGID PAVEMENT CONSTRUCTED FIRST

DEMOLITION COMPLETE BY P500

PROJECT BY JUNE 30 2024

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

G-301

1. WORK STAGING DRAWING ILLUSTRATES THE CONSTRUCTION

STAGING REQUIREMENTS AND COORDINATION INTERFACES

BETWEEN THE WORKS UNDER THIS PROJECT (P500) AND THE KC-30

PROJECT (BY OTHERS). STAGING IS SUBJECT TO COORDINATION AND

IS BASED ON INDICATIVE CONSTRUCTION PROGRAMS. MAKE

ALLOWANCE WITHIN PROGRAM TO ALIGN WITH KEY PROJECT

STAGING REQUIREMENTS SHOWN. FOLLOWING CONTRACT AWARD,

COORDINATION WITH THE KC-30 PROJECT AND BASE STAKEHOLDERS

WILL BE REQUIRED VIA THE CONTRACTING OFFICER / ROICC OFFICE.

2. ALL WORKS MUST BE CONSTRUCTED IN ACCORDANCE WITH THE

APPROVED METHOD OF WORKING PLAN.

3. PROVIDE TEMPORARY AND PERMANENT DRAINAGE OF THE WORKS

TO PROTECT PAVEMENTS.

4. REFER TO DRAWING CP501 FOR PAVEMENT DETAILS.

5. REFER TO DRAWING C-101 FOR HORIZONTAL CONTROL LINE DETAILS.

FINISHED DESIGN SURFACE

EXISTING SURFACE

STRIPPED SURFACE

KC-30 PROJECT SURFACE

SHEET GENERAL NOTES:

SHEET LEGEND:

A1TYPICAL APRON SECTIONS - TEMPORARY WORKS

-SCALE: N.T.S

ITH

DATE: 08/16/2023

Evan Mizue

S S

C C C C CC

E C

E E

RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM

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

W WAV

RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM

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

W WAV

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

RMRMRMRM

RRRR

SSCSC

LIMIT OF DISTURBANCE

EXISTING CHAIN LINK FENCE PROVIDED

BY WESTERN ACCESS ROAD PROJECT

LIMIT OF DISTURBANCE

WESTERN ACCESS ROAD

TARAKAN ROAD (DECOMMISSIONED)

DEMOLISH AND REMOVE EXISTING CHAIN LINK

FENCE TO THE NEAREST EXISTING POST. POINT

OF REMOVAL SHALL BE APPROVED BY THE

CONTRACTING OFFICER PRIOR TO DEMOLITION.

CLEAR AND GRUB VEGETATION

TO PROVIDE CLEAR HYDRANT

LINE CONSTRUCTION ZONE

EXISTING TEMPORARY AIRSIDE FENCE

PROVIDED BY THE KC-30 PROJECT.

TEMPORARY FENCE TO BE REMOVED BY P700

PROJECT. ESTIMATED FENCE WILL BE

REMOVED BY MARCH 31, 2025. HOWEVER

CONTRACTOR SHOULD VALIDATE AND

COORDINATE THIS WITH THE P700 PROJECT

VIA THE CONTRACTING OFFICE / ROICC OFFICE.

EXTENT OF EXISTING

TEMPORARY AIRSIDE FENCE

PROVIDED BY P700 PROJECT

USAF FUEL FARM

(P200)

USAF SQUADRON

OPERATION BLDG

(P700)

±20.000

SHEET NOTES:

1. ALL DIMENSIONS SHOWN IN CALLOUTS AND NOTES ARE IN METRES

UNLESS OTHERWISE NOTED.

2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF

EXISTING UTILITIES AND SITE FEATURES SHOWN ON PLANS IS APPROXIMATE

AND IS NOT TO BE ASSUMED AS BEING EXACT OR COMPLETE. ALL EXISTING

UTILITIES AND SITE FEATURES WITHIN THE LIMIT OF DISTURBANCE SHALL BE

FIELD VERIFIED PRIOR TO DEMOLITION.

3. THE CONTRACTOR MUST OBTAIN CLEARANCE FROM THE APPROPRIATE

AUTHORITIES PRIOR TO INITIATING WORK.

4. THE CONTRACTOR SHALL REFER TO HAZARDOUS MATERIALS REGISTER,

P500 RAAF BASE TINDAL, REPORT VERSION D-00456/JA0870/JL1309/01

DATED 16 SEP 2020 FOR KNOWN HAZARDOUS MATERIALS.

5. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES AND SHALL

BE RESPONSIBLE FOR DAMAGE TO ANY EXISTING FEATURES RESULTING

FROM CONSTRUCTION OPERATIONS. ANY DAMAGE SHALL BE REPORTED

IMMEDIATELY TO THE CONTRACTING OFFICER OR APPROPRIATE

GOVERNMENT REPRESENTATIVE. ANY REPAIR PERFORMED BY THE

CONTRACTOR SHALL BE INSPECTED BY THE CONTRACTING OFFICER'S

REPRESENTATIVE PRIOR TO ACCEPTANCE.

6. OPPORTUNITIES FOR RECOVERY, REUSE AND RECYCLING OF MATERIALS

AND WASTE GENERATED DURING THE CONSTRUCTION PHASE MUST BE

MAXIMISED AND THE FOLLOWING MATERIALS MUST NOT BE DISPOSED TO

LANDFILL: CONCRETE, BRICKS, GLASS, ROAD BASE, SCRAP METALS, CLEAN

FILL (SOIL, SAND, EXCAVATION ROCK AND STONE), ASPHALT MILLINGS,

VEGETATION WASTE, PAPER AND CARDBOARD, EXPANDED POLYSTYRENE /

STYROFOAM PACKAGING, PVC, BATTERIES (ALL TYPES), AND ELECTRIC

WASTE.

FINAL SUBMITTAL

No.10021-C

H A W A I I , U . S . A

ENGINEER

PROFESSIONAL

LICENSEDLU

RE N K. KOMODA

CD101

50m

1:500

PLAN

NORTH

A1DEMOLITION PLAN - SHEET 1

SCALE: 1:500m

SHEET LEGEND:

LIMIT OF DISTURBANCE

REMOVE EXISTING FENCE, POSTS, AND FOOTINGS.

NOMINAL LENGTH REMOVED: ±580m PER PLAN

±20m PER THIS SHEET

ITH

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

PVC DRAIN PIPE

VR7

VR8

VR9

CR301

LIMIT OF PAVEMENT WORKS

CR503

CR127

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

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

ITH

AGL AGL

AGL

C C

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

VERTICAL RISER TYPE 2

VERTICAL

RISER TYPE 2

DN 225

SN8 PVC

DN 225

SN8 PVC

PVC DRAIN PIPE PVC DRAIN PIPE

PVC DRAIN PIPE

DN 225

SN8 PVC

VR2

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

ITH

L 2

ITH

CLASS 'G'

SOLID LID

5 MPa LEAN MIX

CONCRETE

DN150 RISER

MINIMUM 250

(NO FINES CONCRETE)

DN150 SLOTTED

SUBSOIL DRAIN

5MPa LEAN MIX

CONCRETE

DN150 OR 90° TEE

AS REQUIRED

225Ø

800 x 800 x 180 DEEP

COVER REBATE

50 50 uPVC

PIPE

CAP

15 mm

CHAMFER

(TYP.)

Ø225 uPVC

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 (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

2.4m

CONSTRUCTED BY KC-30 PROJECT CONSTRUCTED BY USAF PROJECT

CONSTRUCTED BY KC-30 PROJECT CONSTRUCTED FIRST BY USAF PROJECT

REFER NOTES 9

LEAN MIX CONCRETE

AGGREGATE SUBBASE

2 m 1 m 0.5 m 0.5 m

SLAB LENGTH

5.25m NORTH, 5.13m SOUTH

(JOINTING TO MATCH USAF)

TRANSITION

0.6m

SELECT FILL

225 PERMEABLE CTB 225 LEAN MIX

USAF JPC SLAB

DOWEL BY KC-30 PROJECT

CR301

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. 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 KC-30 PROJECT.

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:

ITH

1 - 5 1 - 5

B52

A332

C17

B52

A332

C17

B52

A332

C17

STAN

D 4

STAN

D 3

STAN

D 2

STAND 1

STAND 2

2 31

OLA

OLAN

OLA

A S

1 2 2 3 3

1 - 5 A1 A2

A8A9

A10

A11

A12 A13

R20.50

R200.00

R25.00

R60.00

R140.00

R92.25

R35.

00 R35.00

R35.

00 R35.00

R35.

R35.00

R35.00 R35.00

R3 0.

R30.00 A14

A15

A16

A17

A18

A19

A20

A21

A22

A23A24

A25

A26

A27

A28

A29

A30

A31

A32

A33

A34

A35

A36

A37

A38

A39 A40

A41

A42

A43

A44

A45

A46

A47

A48

R3 0.

R30.00 R3 0.0

CM503

A49

A50

A51

A52

A53

A54

A55 D1

CM503

CM504

A114

A115

CM503

PAVEMENT MARKING SETOUT POINTS

POINT EASTING NORTHING

A1 216510.133 8394183.403 A2 216523.774 8394169.579 A3 216542.828 8394153.438 A4 216563.802 8394149.761 A5 216585.096 8394160.480 A6 216603.876 8394175.248 A7 216684.816 8394247.504 A8 216636.674 8394041.655 A9 216614.111 8394068.431 A10 216590.611 8394103.135 A11 216620.330 8394129.666 A12 216652.157 8394102.394 A13 216676.211 8394076.950 A14 216531.531 8394142.166 A15 216580.949 8394139.365 A16 216578.148 8394089.946 A17 216585.425 8394143.360 A18 216634.843 8394140.559 A19 216603.640 8394151.878 A20 216651.629 8394174.310 A21 216634.079 8394158.643 A22 216648.828 8394124.893 A23 216652.741 8394120.510 A24 216646.581 8394127.410 A25 216650.493 8394123.028 A26 216699.911 8394120.227 A27 216682.361 8394104.559 A28 216664.088 8394185.432 A29 216667.147 8394188.163 A30 216680.586 8394200.161 A31 216688.046 8394206.820 A32 216694.953 8394212.986 A33 216712.369 8394131.348 A34 216715.428 8394134.079 A35 216728.868 8394146.077 A36 216736.328 8394152.736 A37 216743.235 8394158.902 A38 216697.110 8394070.808 A39 216694.863 8394073.326 A40 216701.022 8394066.426 A41 216698.775 8394068.944 A42 216730.642 8394050.474 A43 216748.193 8394066.142 A44 216760.651 8394077.264 A45 216763.710 8394079.994 A46 216777.150 8394091.992 A47 216784.610 8394098.652 A48 216791.516 8394104.818 A49 216587.349 8394144.958 A50 216639.610 8394206.545 A51 216622.051 8394139.871 A52 216677.266 8394108.053 A53 216670.337 8394085.783 A54 216725.543 8394053.974 A55 216718.619 8394031.698 A114 216578.165 8394136.583

CM107

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

A1PAVEMENT MARKING PLAN

SCALE: 1:500m

1. MARK EARTHING POINTS IN ACCORDANCE WITH DETAIL ON CM403. FOR

SETOUT OF EARTHING POINTS REFER TO DRAWING E-516.

SHEET GENERAL NOTES:

2. PAVEMENT MARKING FOR FUEL HYDRANT LOW POINT AND HIGH POINT

DRAINS NOT SHOWN FOR CLARITY. HYDRANT PITS, LOCATED ON

DRAWINGS CX101, CX104, CX107 AND CX108 MUST BE MARKED IN

ACCORDANCE WITH THE DETAIL PROVIDED ON DRAWING CM503.

TAXIWAY A

SQID

PAD

1 1 1

ITH

L 2

E W

ITH

2 - 6 2 - 6

B52

A332

C17

B52

A332

C17

B52

A332

C17

STAN

D 6

STAN

D 5

STAND 3

STAND 4

STAND 5

4 5 6

OLA

W OL

A S

OLA

EOLAN

FOD CONTROL

3 4 4 5 5 6

R35.

R35.00

R35.

00 R35.00

R35.

00 R35.00

R35.00 R35.00

R200.00 R20.50

R60.00

R92.25

R35 .00

R25 .00

R3 0.0

0 R30.00 R3 0.0

0 R30.00

A56

A57 A58

A59

A60

A61

A62

A63

A64

A65

A66

A67

A68 A69

A70

A71

A72

A73

A74

A75

A76

A77

A78

A79 A80

A81

A82

A83

A84

A85

A86

A87

A88

A89

A90

A91

A92

A93 A94

A95

A96

A97

A98

A99

A100

A101 A102

A103

A104

A105A106

A107

A108

A109

A110

A111

A112

CM503

A113

CM503

CM504

CM503

PAVEMENT MARKING SETOUT POINTS

POINT EASTING NORTHING

A56 216743.144 8394019.242 A57 216745.392 8394016.724 A58 216747.056 8394014.859 A59 216749.304 8394012.342 A60 216778.924 8393996.390 A61 216796.475 8394012.058 A62 216808.933 8394023.179 A63 216811.991 8394025.910 A64 216825.431 8394037.908 A65 216832.891 8394044.567 A66 216839.798 8394050.733 A67 216791.426 8393965.158 A68 216793.673 8393962.640 A69 216795.338 8393960.775 A70 216797.586 8393958.257 A71 216827.205 8393942.306 A72 216844.756 8393957.973 A73 216857.214 8393969.095 A74 216860.273 8393971.826 A75 216873.713 8393983.824 A76 216881.173 8393990.483 A77 216888.080 8393996.649 A78 216839.707 8393911.073 A79 216841.955 8393908.556 A80 216843.620 8393906.691 A81 216845.867 8393904.173 A82 216875.487 8393888.221 A83 216893.038 8393903.889 A84 216905.496 8393915.011 A85 216908.555 8393917.741 A86 216921.995 8393929.739 A87 216929.455 8393936.399 A88 216936.361 8393942.565 A89 216969.512 8393928.592 A90 216888.572 8393856.336 A91 216871.777 8393839.345 A92 216858.720 8393819.399 A93 216860.003 8393798.144 A94 216869.684 8393782.869 A95 216847.526 8393788.193 A96 216850.328 8393837.611 A97 216800.910 8393840.412 A98 216854.804 8393841.606 A99 216856.609 8393843.338 A100 216857.605 8393891.025 A101 216759.542 8393904.020 A102 216783.596 8393878.576 A103 216815.423 8393851.304 A104 216845.143 8393877.835 A105 216821.642 8393912.540 A106 216799.079 8393939.316 A107 216773.829 8393999.885 A108 216766.901 8393977.614 A109 216822.111 8393945.801 A110 216815.182 8393923.530 A111 216870.397 8393891.721 A112 216923.707 8393888.305 A113 216865.325 8393858.742

CM108

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

A1PAVEMENT MARKING PLAN

SCALE: 1:500m

1. MARK EARTHING POINTS IN ACCORDANCE WITH DETAIL ON CM403. FOR

SETOUT OF EARTHING POINTS REFER TO DRAWING E-516.

SHEET GENERAL NOTES:

2. PAVEMENT MARKING FOR FUEL HYDRANT LOW POINT AND HIGH POINT

DRAINS NOT SHOWN FOR CLARITY. HYDRANT PITS, LOCATED ON

DRAWINGS CX101, CX104, CX107 AND CX108 MUST BE MARKED IN

ACCORDANCE WITH THE DETAIL PROVIDED ON DRAWING CM503.

FOR SETOUT OF ACCESS ROAD

MARKING AND SIGNAGE REFER

TO DRAWING C-410

TAXIWAY A

1 1 1

ITH

L 2

E W

ITH

OLA1

CONTINUOUS YELLOW

SETOUT POINT TYPICAL (TP'S AND ENDS)

YELLOW

D 0.

SETOUT POINT TYPICAL (TP'S AND ENDS)

PARKING CLEARANCE

1.00 1.00 1.00

15 0.15 0.15

0.15WHITE

AIRCRAFT PUSH-BACK LINE

1.00 1.00 0.

WHITE

PUSH-BACK LIMIT

MARKING

3.00 30.00

DIRECTION OF TRAVEL

YELLOW

1.001.00 1.0018.00 10.00

NOSEWHEEL

POSITION

DIRECTION OF TRAVEL

TAXIWAY

SETOUT POINT TYPICAL (TP'S AND ENDS)

CONTINUOUS YELLOW0.

1.00

TYP.

1.00

TYP.

TAXI GUIDELINE

MARKING

TAXIWAY

SHOULDER

TAXIWAY TAXIWAY

SHOULDER

TAXIWAY

TAXI GUIDELINE

MARKING

TAXIWAY EDGE

MARKING

TAXIWAY EDGE

MARKING

YELLOW

SETOUT POINT

VARIES

0.50 - 1.50

VARIES

0.50 - 1.50

NOTES:

1. A DASH OF THE BROKEN LINE SHALL BE CENTERED ON THE TAXI GUIDELINE MARKING.

2. THE BROKEN LINE SHALL EXTEND TO THE INSIDE EDGE OF THE TAXIWAY EDGE MARKING IN 1.00 m DASHES AND GAPS. THE LAST DASH OR GAP MAY EXCEED 1.00 m IN LENGTH BUT NOT LONGER THAN

1.50 m; WHERE GREATER THAN 1.50 m BUT LESS THAN 2.00 m THEN A DASH OR GAP WITH A LENGTH OF

0.50 m - 1.00 m SHALL BE PROVIDED TO ABUT THE INSIDE EDGE OF THE TAXIWAY EDGE MARKING.

D2TAXI GUIDELINE MARKING

CM107, CM1081:100

C2ALIGNMENT LINE MARKING

CM107, CM1081:100

D1APRON EDGE MARKING

CM107, CM1081:100

B2INTERMEDIATE HOLDING POSITION MARKING

CM107, CM1081:100

C1PARKING CLEARANCE MARKING LINE

CM107, CM1081:100

B1PUSH-BACK LIMIT MARKING

CM107, CM1081:100

A1PUSH-BACK ALIGNMENT MARKING

CM107, CM1081:100

SETOUT

POINT

MINIMUM BASE MARKING

200 x 200 mm WHITE SQUARE

FACILITY NUMBER

MINIMUM 30 mm HIGH BLACK LETTERING

(MAY HAVE MULTIPLE NUMBERS)

CARDINAL POINT DESCRIPTION OF

CORNER LOCATION eg. S,SW,N

C3AIRFIELD EXPLOSIVE FACILITY CORNER MARKING

CM107, CM1081:4

FACILITY NUMBER(S) AND CARDINAL POINT

DESCRIPTION TO BE CONFIRMED UPON

CONSTRUCTION AND LICENCING

50mm WIDE BLACK PAINTED

BORDER/RING

Ø450mm PAINTED CIRCULAR WHITE

DISC CENTRED ON EARTH POINT

SERIAL NUMBER OF THE POINT

PAINTED IN BLACK. OBTAIN SERIAL

NUMBER, UNIQUE FOR EACH POINT,

FROM RAAF BASE MAINTENANCE

CONTRACTOR.

THE WORDS 'TEST DUE' FOLLOWED BY

THE APPROPRIATE MONTH AND YEAR, IE

'MARCH 2019' PAINTED IN BLACK. TEXT

HEIGHT 30 mm.

DO NOT PAINT BRONZE

EARTH POINT

XXX

TEST DUE

XXX 20XX

B3STANDARD DOME EARTH REFERENCE POINT MARKING

CM107, CM1081:100

LABEL ALL HYDRANTS, LOW POINT DRAINS

AND HIGH POINT VENTS WITH

IDENTIFICATION NUMBERS. IDENTIFICATION

NUMBER AS PER DWG _____ WHITE STENCIL

TEXT ON BLACK BACKGROUND. TEXT HEIGHT

60mm.

XXX-XXX

2.00

A3HYDRANT, LOW POINT DRAIN & HIGH POINT VENT MARKINGS

CM107, CM1081:20

100 mm RED PAINTED BORDER

CM503

PAVEMENT MARKING NOTES:

1. ALL DIMENSIONS IN METRES UNLESS NOTED OTHERWISE.

2. PAVEMENT MARKINGS MUST BE SET OUT, SPOTTED AND PAINTED AS

SPECIFIED USING DATA SHOWN ON THE PAVEMENT MARKING PLANS AND

PAVEMENT MARKING DETAILS AND IN COMPLIANCE WITH THE SPECIFIED

TOLERANCES.

3. WIDTHS OF MARKINGS ON PLANS AND DETAILS ARE DIAGRAMMATIC

ONLY. DO NOT SCALE DIMENSIONS FROM DRAWINGS.

4. ON CURVED PAVEMENT MARKINGS, SPOTTING SETOUT MUST BE

LOCATED ON THE INSIDE OF THE CURVE AND CLOSELY SPACED.

FOLLOWING SPOTTING THE CURVE MUST BE MARKED IN CHALK

CONTINUOUSLY SO THAT THE MARKING, AS PAINTED, IS A SMOOTH

CURVE OF CONSTANT RADIUS.

5. WHERE CURVED PAVEMENT MARKINGS ARE TO BE SET OUT USING A

CENTRE POINT THAT IS OFF THE PAVED SURFACE AND

VEGETATION/GRASS INTERFERES WITH THE SETTING OUT, SLASH/MOW

VEGETATION/GRASS TO REMOVE INTERFERENCE AND PROVIDE FOR

SETTING OUT OF THE MARKING TO THE TOLERANCES SPECIFIED.

6. LONGITUDINAL MARKINGS, WHEN VIEWED IN THE DIRECTION OF THE

LINE, MUST HAVE A SMOOTH AND CONTINUOUS ALIGNMENT. IN

PARTICULAR, STRAIGHT MARKINGS, WHEN VIEWED IN THE DIRECTION OF

THE LINE, MUST APPEAR STRAIGHT.

7. DO NOT USE A MECHANICAL PAINT SPRAYING MACHINE FOR PAVEMENT

MARKING WHERE THE WHEELS OF THE MACHINE WILL NOT TRACK

ENTIRELY ON THE SEALED PAVEMENT OR THE SHAPE OF THE PAVEMENT

CAUSES DEVIATION IN THE TRACKING OF THE MACHINE AND THE

ALIGNMENT OF THE PAVEMENT MARKING.

8. ALL PAVEMENT MARKING SETOUT MUST MATCH WITH AERONAUTICAL

GROUND LIGHTING SET OUTS.

9. PAINT COLOURS USED MUST CONFORM TO AUSTRALIAN STANDARD AS

2700-1996 AS FOLLOWS:

YELLOW : (Y14) - GOLDEN YELLOW

WHITE : (N14) - WHITE

BLACK : (N61) - BLACK

RED : (R13 / R14 / R15) - SIGNAL RED, WARATAH OR CRIMSON. AS CODE

R13, SIGNAL RED IS PREFERRED.

BLUE : (B41) - BLUE BELL

GREEN : (G35 / G26) - LIME / APPLE GREEN

ORANGE : (X15) - ORANGE

11. MARKINGS MUST BE CLEARLY VISIBLE AGAINST THE BACKGROUND UPON

WHICH THEY ARE PLACED. WHERE REQUIRED, ON A SURFACE OF LIGHT

COLOUR, A CONTRASTING SURROUND MUST BE PROVIDED. THE WIDTH

OF A CONTRASTING SURROUND FOR A MARKING MUST BE:

FOR A LINE MARKING WITH A WIDTH OF UP TO AND INCLUDING 0.3 M -

NOT LESS THAN THE LINE WIDTH OF THE MARKING;

FOR A MARKING WITH A WIDTH GREATER THAN 0.3 M - NOT LESS THAN

0.3 M;

FOR ALL OTHER MARKINGS - NOT MORE THAN 0.3 M

12. PROVIDE 12 AIRFIELD EXPLOSIVE FACILITY CORNER MARKINGS REFER

TO DETAIL C3.

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

1:20

10m

1:100

0.20 0.4m

1:4

0.1

ITH

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

AGL

V-08

C C

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

129.7

129.8

130.1

129.9

130.2

130.3

130.6

130.4

130.5

130.7

130.8

130.9

131.1

131.2

130.0

131.0

129.3 129.3

129.4

129.5

129.6

129.7

129.8

129.9

130.1

130.2

130.3

130.4

130.5

130.6

130.7

130.8

130.9

131.1

131.2

130.0

131.0

130.0

129.0

128.0

129.0

130.0

129.0

128.0

129.0

131.0

129.0

130.0

129.0

128.0

129.0

128.0

129.0

129.9

129.8

129.7129.7

129.8 129.9

130.0

129.6

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

C C

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

C2 C2 C C C C C C C C C C C CC2

C C C

C C

E E

AGL

AGL AGL AGL AGL AGL AGL AGL AGL AGL AGL AGL

AGL AGL

AGL

AGL AGL AGL AGL AGL AGL AGL

AGL

AGL AGL AGL AGL AGL AGL AGL AGL AGL AGL AGL AGL AGL AGL AGL

AGL

01 02 03

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

LVLVLV

LV LV LV LV LV LV LV LV

LV LV

36.60

LIMIT OF PAVEMENT WORKS

POLPOLPOL

POL POL POL POL POL POL POL POL

POLPOLPOLPOLPOL

E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV)

E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV)E(LV)E(LV)E(LV)E(LV)

E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV)

E(LV

E(L

E(LV

E(LV)

E(LV) E(LV)

E(LV)E(LV)

E(LV

C C

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

W W

1500 1500 12001500 1500 1500 1500

450 450 450 450 450

2100x900

1200 1500

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

9.0

8.0

9.0

130.0

130 0

130.0

129.9 129.8 129.7 129.6 129.5 129.4

JB06JB05JB04JB03JB02JB01

TR01

TR02

TR03

TR04

TR05

TR06

PEN 1

HW1

T01

WEIR 1

PEN 2

HW2

WEIR 2

HW3

CS107

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

STORMWATER QUALITY IMPROVEMENT

DEVICE (SQID). REFER TO DRAWING

CS504 FOR DETAILS.

PENSTOCK FOR EMERGENCY CONTAINMENT.

REFER TO DRAWING CS510 FOR DETAILS.

34.20 34.20 36.60 36.00 18.00

APRON PERIMETER OPEN DRAIN TO MATCH

INTO EXISTING OPEN DRAIN

(CONSTRUCTED BY KC-30 PROJECT)

50m

1:500

PLAN

NORTH

A1DRAINAGE PLAN

SCALE: 1:500m

REFER TO CS508 FOR

OUTLET PROTECTION DETAIL

APRON OPEN DRAIN TO MATCH

EXISTING OPEN DRAIN

(CONSTRUCTED BY KC-30 PROJECT)

PAVEMENT TYPE 4 LINING TO OPEN

DRAIN. REFER TO DRAWING CP107 AND

CP108.

1. ALL DIMENSIONS SHOWN IN METRES UNLESS NOTED OTHERWISE.

2. REFER TO DRAWING C-001 AND C-002 FOR LEGEND DETAILS.

3. REFER TO DRAWING C-101 FOR CONTROL LINE DETAILS.

4. REFER TO DRAWING CR127 AND CR128 FOR SUBSOIL DRAINAGE DETAILS.

5. REFER TO DRAWING CS301 TO CS308 FOR DRAINAGE PIPE LONGITUDINAL

SECTIONS.

6. REFER TO DRAWING CS401 FOR PIT SCHEDULE AND DRAWING CS501 FOR

GRATED DRAIN SCHEDULE.

7. REFER TO DRAWINGS CS502 TO CS511 FOR DRAINAGE DETAILS.

8. REFER TO CS104, CS107 AND CS108 FOR WATER SUPPLY TO FLAME

TRAPS.

PENSTOCK FOR EMERGENCY

CONTAINMENT. REFER TO

DRAWING CS511 FOR DETAILS.

TAXIWAY A

STORMWATER CULVERT

DRAINAGE PIT

TRENCH GRATE

WATER SUPPLY TO FLAME TRAPS

SUBSOIL DRAINAGE

SHEET GENERAL NOTES:

SHEET LEGEND:

CS506

REFER TO DRAWING C-101 FOR

SWALE CONTROL LINE SETOUT

REFER TO DRAWING C-101 FOR

SWALE CONTROL LINE SETOUT

REFER TO CS508 FOR

OUTLET PROTECTION DETAIL

DN40

DN25 CONNECTION TO

FLAME TRAP (TYPICAL)

DN40

ITH

AGL AGL

AGL

C C

130.0

0.0

130.0130.0

130.0

129.5

129.6

129.6 129.7

129.7

129.8

129.9

130.2

130.1

130.3

130.4

130.5

130.6

130.9

130.7

130.8

131.1

131.2

130.0

131.0

129.9

130.0

130.1

130.2

130.3

130.4

130.6

130.7

130.5

130.9

130.8

131.1

131.2

130.0

131.0

130.8

130.7

0.3

130.0130.0

130.0

129.0

129.0129.0

129.0

129.9

129.8

129.9

130.0

129.9

130.0

130.1

36.60

LIMIT OF PAVEMENT WORKS

POL POL POL POL POL POL POL POL POL POL

POLPOLPOLPOLPOLPOLPOLPOLPOL

E(L V)

E(LV)

E(LV) E(LV)

E(LV)

E(LV

E(L

V)E(LV)

E(LV

E(LV)

E(LV)E(LV)E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV)

LV)

E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV)

E(LV) E(LV)E(LV) E(LV) E(LV)

E(LV

CE(LV

E(LV)

E(LV

CJB12JB11JB10JB09JB08JB07

TR07

TR08

TR09

TR10

TR11

TR12

HW4

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

W W

1200 1200 1050 1050 1050 900

450 450 450 450 450 450

(2x)1800 x 900

C C

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

C C C C C CC2

E C

C C

C C C C C C C C C C C C C C C C C2C2C1

C C

C C C

AGL

AGL AGL AGL AGL AGL AGL AGL AGL AGL AGL AGL AGL AGL AGL

AGL

AGL AGL AGL

AGL

AGL AGL AGL AGL AGL

AGL

AGL AGL

AGL AGL AGL AGL AGL AGL AGL AGL AGL AGL AGL AGL

AGL AGL

AGL AGL AGL

AGL

04 05 06

LV LV LV LV LV LV LV LV LV

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

LV LV

LV LV LV LV

LVLV

CS108

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

33.7517.1036.6036.6036.0036.00

50m

1:500

PLAN

NORTH

A1DRAINAGE PLAN

SCALE: 1:500m

REFER TO DRAWING CS506 FOR SWALE

DETAIL AND LINING REQUIREMENTS

TAXIWAY A

STORMWATER CULVERT

DRAINAGE PIT

TRENCH GRATE

WATER SUPPLY TO FLAME TRAPS

SUBSOIL DRAINAGE

LOCALLY THICKENED TRENCH GRATE

WALL TO MATCH EDGE OF APRON

SHEET GENERAL NOTES:

SHEET LEGEND:

PAVEMENT TYPE 4 LINING TO OPEN

DRAIN. REFER TO DRAWING CP107 AND

CP108.

1. ALL DIMENSIONS SHOWN IN METRES UNLESS NOTED OTHERWISE.

2. REFER TO DRAWING C-001 AND C-002 FOR LEGEND DETAILS.

3. REFER TO DRAWING C-101 FOR CONTROL LINE DETAILS.

4. REFER TO DRAWING CR127 AND CR128 FOR SUBSOIL DRAINAGE DETAILS.

5. REFER TO DRAWING CS301 TO CS308 FOR DRAINAGE PIPE LONGITUDINAL

SECTIONS.

6. REFER TO DRAWING CS401 FOR PIT SCHEDULE AND DRAWING CS501 FOR

GRATED DRAIN SCHEDULE.

7. REFER TO DRAWINGS CS502 TO CS511 FOR DRAINAGE DETAILS.

8. REFER TO CS104, CS107 AND CS108 FOR WATER SUPPLY TO FLAME

TRAPS.

REFER TO DRAWING C-101 FOR

SWALE CONTROL LINE SETOUT

REFER TO CS508 FOR INLET

PROTECTION DETAIL

DN40

DN25 CONNECTION TO

FLAME TRAP (TYPICAL)

DN40

ITH

G-301 - TYPICAL APRON SECTIONS - TEMPORARY WORKS

CD101 - DEMOLITION PLAN - SHEET 1

CR127 - SUBSOIL DRAINAGE PLANSHEET 7

CR128 - SUBSOIL DRAINAGE PLANSHEET 8

CR301 - TYPICAL SUBSOILCROSS SECTIONS

CM107 - PAVEMENT MARKING PLAN - SHEET 7

CM108 - PAVEMENT MARKING PLAN - SHEET 8

CM503 - PAVEMENT MARKING DETAILS - SHEET 1

CS107 - DRAINAGE PLAN - SHEET 7

CS108 - DRAINAGE PLAN - SHEET 8

File details come from the government source that posted it. Updated Aug 17, 2023.