23R1318-AMD2_Dwgs.pdf
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- Attached to
- FY22 MCAF PROJECT PAF160700 SQUADRON OPERATIONS FACILITY, ROYAL AUSTRALIAN AIR FORCE BASE DARWIN, AUSTRALIA
- Solicitation number
- N6274223R1318
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| File | Type | Posted |
|---|---|---|
| 23r1318-Amd4Dwgs.pdf | ||
| 23R1318-Note5.pdf | ||
| 23R1318-Amd4.pdf | ||
| 23R1318-Note4.pdf | ||
| 23R1318-AMD3.pdf | ||
| 23R1318-Note3.pdf | ||
| 23R1318-AMD2.pdf | ||
| 23R1318-Note2.pdf | ||
| 23R1318-SiteVisitSignIn.pdf | ||
| 23R1318-AMD1_Dwgs.pdf | ||
| 23R1318-Note1.pdf | ||
| 23R1318-AMD1.pdf | ||
| 23R1318-RFP.pdf | ||
| 23R1318-Specs.pdf | ||
| 23R1318-Dwgs.pdf |
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Text version
GF-002
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GF-031
GF-032
GF-023
W
S
A-101
DATE: 06/28/2023
Evan Mizue
7.37
ONE WAY ENTRY
ONE WAY EXIT
5 x LIGHT VEHICLE CAR PARKS AND 1 x DISABLED CAR PARK
2.5 % FALL
2.5
F
AL
L
2.5
F
AL
L
13.0 m
4 x M
IN
I B
US
C
AR
P
AR
KS
BU
S
BA
Y
ONE WAY ENTRYE WAY ENT
ONE WAY EXITE WAY EX
AND 1 x DISABLED CAR PARKAN
N 1 D A L D A P R
NN DD LL AA R
NNNN DDDD LLLLLL AAAA RRRRR
FW
FW
FW
FW
FW
FW
FW
FW
FWW
R12.50 R6.50
R12.50
R6.50
MATCH INTO EXISTING ROAD.
MATCH TO EXISTING
INTERSECTION
1:4 GRASSED
BATTERS
DROP OFF ZONE
4.5 x 4.5m COMMS PAD. 3.2m
EXCLUSION ZONE.
CONCRETE PATH
AROUND BUILDING.
2.0 m BASE TABLE DRAIN AT
1 IN 4 BATTERS
KERB RAMP
CONCRETE STRIP
AT MINIMUM 0.5 %
GRADE AND AT
75 mm BELOW FFL
GRADUAL GRADE TOWARDS
PT15 TO PROMOTE
DRAINAGE ALONG BOMBING
ROAD BATTER
R5.0
ABANDONED RAILWAY LINE
10 m CLEAR ZONE
FROM BUILDING.
15 m UNOBSTRUCTED
ZONE FROM BUILDING.
MECHANICAL EQUIPMENT
PLANT 7.5 m x 5.6 m AND CLASS
2 FENCE AND GATE
ENCLOSURE REFER DRG C-502
OLA ARC
R6.50
INTERSECTION TO BE UPGRADED AS
PART OF SEPERATE WORKS PACKAGE
PAF 160600 (P600)
TP1
TP2
TP3
TP4
TP5
TP6
TP7
TP8
TP9
TP10
TP11
TP12
TP13
TP14
TP15
TP16
TP17
TP18
TP19
TP20
TP21
TP22
TP23
TP24
TP25
TP26
TP27
TP28
TP29
TP30
TP32
TP33
TP34
TP35
PT1
PT4
PT5
PT6
PT7
PT8
PT9
PT14
PT15
PT16
PT17
PT18
PT19
PT20
PT21
PT22
PT23
PT2 PT3
PT10PT11
PT12PT13
SETOUT POINTS
POINT EASTING NORTHING ELEVATION
PT1 704594.410 8625894.765 31.178
PT4 704626.022 8625890.429 31.182
PT5 704648.567 8625880.058 31.182
PT6 704668.433 8625869.363 30.882
PT7 704656.476 8625884.391 31.330
PT8 704668.289 8625878.964 31.005
PT9 704674.466 8625892.389 31.005
PT14 704636.825 8625936.811 31.318
PT15 704602.121 8625911.926 30.965
PT16 704677.350 8625913.070 29.546
PT17 704709.821 8625885.816 29.501
PT18 704719.528 8625873.545 30.581
PT19 704677.223 8625875.968 29.901
PT20 704679.330 8625877.243 29.855
PT21 704686.677 8625894.694 29.500
PT22 704620.283 8625890.141 31.053
PT23 704640.418 8625878.929 30.100
SETOUT POINTS
POINT EASTING NORTHING ELEVATION
PT2 704618.288 8625909.978 31.545
PT3 704651.624 8625894.640 31.547
PT10 704660.874 8625914.744 31.568
PT11 704639.574 8625924.543 31.568
PT12 704641.413 8625928.541 31.458
PT13 704634.486 8625931.728 31.458
GRASSED AREA
NEW ASPHALT PAVEMENT AREA
UPGRADE WORKS TO ACCESS ROAD PAVEMENT
NEW CONCRETE
OUTLET PROTECTION
SURFACE DRAINAGE DIRECTION
C044138 6/30/23
No.
Exp.
ASPI OPERATIONS FACILITY
FFL = 31.8
BO
MB
IN
G
R
OA
D
C-101
REFER DETAIL
DRG C212
TP1 - TP2 12.500 95°13'23" 18.465 4.073 1.064704595.883 8625893.909 704613.475 8625899.517
TP3 - TP4 6.500 92°29'17" 9.390 2.005 0.522704616.174 8625891.027 704619.621 8625882.293
TP5 - TP6 5.800 71°46'46" 6.800 1.101 0.282704617.542 8625894.001 704623.466 8625897.340
TP7 - TP8 6.500 81°8'24" 8.455 1.563 0.403704640.266 8625875.171 704647.946 8625878.707
TP9 - TP10 9.000 105°30'32" 14.329 3.553 0.937704655.778 8625882.875 704662.515 8625870.229
TP11 - TP12 5.000 90°0'1" 7.071 1.464 0.381704665.320 8625896.597 704662.868 8625903.229
TP13 - TP14 15.536 93°5'31" 22.556 4.851 1.264704664.591 8625906.974 704656.183 8625927.905
TP15 - TP16 10.000 63°44'17" 10.559 1.507 0.384704628.232 8625938.935 704638.643 8625940.701
TP17 - TP18 10.000 14°23'17" 2.505 0.079 0.020704662.398 8625930.987 704664.579 8625929.756
TP19 - TP20 10.001 30°21'44" 5.238 0.349 0.088704670.757 8625925.161 704673.985 8625921.035
TP21 - TP22 4.999 88°53'44" 7.002 1.430 0.371704674.919 8625910.516 704681.382 8625913.208
TP23 - TP24 5.000 89°22'50" 7.033 1.445 0.375704712.800 8625899.952 704715.473 8625893.447
TP25 - TP26 5.000 89°22'31" 7.033 1.445 0.375704713.529 8625888.840 704707.053 8625886.097
TP27 - TP28 5.000 89°33'49" 7.044 1.451 0.377704675.636 8625899.354 704672.958 8625905.869
TP29 - TP30 10.000 18°54'27" 3.285 0.136 0.034704713.330 8625878.910 704711.511 8625881.646
TP32 - TP33 200.000 22°58'21" 79.654 4.006 1.004704592.638 8625891.747 704667.979 8625865.893
TP34 - TP35 203.000 22°58'21" 80.849 4.066 1.019704591.118 8625889.161 704667.590 8625862.918
INTERSECTING
ANGLE
I°
RADIUS
T.
P.
A
CHORD
TANGENT LENGTH
T.P.
I.P.
B
B
ARC
CURVE SETOUT POINTS
POINT EASTING EASTINGNORTHING NORTHING ELEVATION INTERSECTING
ANGLE ELEVATION A B
WASTE STORAGE ZONE
DO NOT MODIFY EXISTING ROAD
TIE IN NEW WORK TO
EXISTING ROAD
TIE IN NEW WORK TO
EXISTING ROAD
MATCH INTO EXISTING ROAD
FW
FW
FW
FW
FW
FW
FWFWFWFWWW
L17.091
B120°38'9" R-200.000
L86.007
L11.227 B95°59'48"
CH 0.000
CH 10.000
TC 17.091
CH 20.000
CH 30.000
CH 40.000
CH 50.000
CH 60.000
CH 70.000
CH 80.000
CH 90.000
CH 100.000
CT 103.098
CH 110.000
CH 114.325
MATCH INTO EXISTING ROAD
C044138 6/30/23
No.
Exp.
IP
C
H
.74 R
L 3 1.2
IP
C
H
.41 R
L 3 0.9
VERTICAL ALIGNMENT L=20m L=10m L=45.93m L=3.67m L=0.6m
G=-0.03% G=-1.2% G=-0.26%
R=-200mHORIZONTAL ALIGNMENT L=86.01mL=17.09m L=11.23m
0.0
.44
.00
.27
.09
.21
.22
.00
.21
.20
.00
.21
.14
.00
.21
.08
.00
.20
.07
.00
.20
.06
.00
.18
.05
.74
.17
.04
.00
.12
.01
.00
.00
.98
.40
.98
.97
0.0
.96
.96
3.0
.95
0.0
.95
4.3
.94
CHAINAGE
DESIGN SURFACE LEVEL
EXISTING SURFACE LEVEL
DATUM RL. 27.00
.01
.96
.96
IP
C H
.01
R L 3
0.9
IP
C
H
.82 R
L 3 1.2
C-102
CLCL
CH 50
1 in -4-3.7% -3% 3% 1 in -4
-4 .43
.98
.97
-4
.99 0.1
.08
-3
.5
0.1
.10
-3
.01 0.1
.11
.08 0.1
.20
.08 0.1
.20
.12 0.1
.29
3.5
.12 0.2
.31
.11
0.2
.32
4.9
.1
.10
DATUM R.L. 30.00
CLCL
CH 60
1 in -4-5% -3% 3% 1 in -4
-4 .58
.93
.93 -4
.95
0.1
.07
-3
.5
.97 0.1
.09
-3
.99 0.1
.11
.07 0.1
.20
.07 0.1
.20
.12 0.1
.29
3.5
.12 0.1
.30
.12 0.2
.32
4.8
.11
.10
DATUM R.L. 30.00
CLCL
CH 70
-2% 3% 1 in -4
-3
.96 0.1
.12
.05 0.1
.18
.1 0.1
.27
3.5
.11 0.1
.29
.1 0.2
.30
4.8
.09
.09
DATUM R.L. 30.00
CLCL
CH 80
-2.3% 3% 1 in -4
-3
.94 0.1
.05
.02 0.1
.12
.07 0.1
.21
3.5
.07 0.1
.22
.07 0.1
.24
4.7
.05
.05
DATUM R.L. 30.00
CLCL
CH 90
-3% 3%
-3
.92
.91
.99 0.0
.00
.04 0.0
.09
3.5
.05 0.0
.11
.05 0.0
.12
4.3
.05
.04
DATUM R.L. 30.00
CLCL
CH 98.01
-5% -2.3% 2% 3%
-4 .01
.85
.85
-4
.85
.85
-3
.5
.88
.88
-3
.89
-0
.89
.96 -0
.96
.96
-0
.96
.02
.02
3.5
.03
.03
.03 0.0
.04
4.0
.03
.03
DATUM R.L. 30.00
CLCL
CH 17.82
-1.1% -1.9%
-4
.17 -0
.17
-3
.5
.19 -0
.01
.17
-3
.19 -0
.18
.22
.21
.22
.21
.16 -0
.15
3.5
.14
0.0
.15
.12 0.0
.14 4.0
.12
.11
OFFSET
FROM CENTRELINE
EXISTING
SURFACE LEVEL
DEPTH
CUT - / FILL +
DESIGN
SURFACE LEVEL
DATUM R.L. 30.00
CLCL
CH 20
-1.5% -0.8%
-3
.17 -0
.17
.2 0.0
.21
.15 0.0
.19
3.5
.13 0.0
.18
.12 0.0
.18
4.2
.12
.11
OFFSET
FROM CENTRELINE
EXISTING
SURFACE LEVEL
DEPTH
CUT - / FILL +
DESIGN
SURFACE LEVEL
DATUM R.L. 30.00
CLCL
CH 30
-3% 3% 1 in -4
-3
.1 0.0
.12
.15 0.0
.21
.12 0.1
.30
3.5
.12 0.2
.31
.11
0.2
.33
4.9
.1
.09
CLCL
CH 40
-3% 3% 1 in -4
-3
.04 0.0
.12
.09 0.1
.21
.09
0.1
.21
.1 0.2
.3
3.5
.1 0.2
.31
.09 0.2
.33
4.9
.08
.08
DO NOT MODIFY EXISTING ROAD
TIE IN NEW WORK TO
EXISTING ROAD
TIE IN NEW WORK TO
EXISTING ROAD
FW
FW
FW
FW
FW
FWFWW
2.7
3.5
2.7
2.7
3.0
5.6
7.37
2.4
Typ
3.7
13.0 m
DROP OFF ZONE
L
R1-2A
PSBL
PSBL
PSBL
PSBL
PSBL
PSBL
PSBL
PSBLPSBLPSBL
CL
CL
EL
EL
BLL
BOLLARD
SEE DETAIL C2/C-503
R2-4A
FK
FK
FK
FK
FK
BK
BK
BK
FK
FK
FK
FK
FK
PSBL
4 x M
IN
I B
US
C
AR
P
AR
KS
5 x LIGHT VEHICLE CAR PARKS AND 1 x DISABLED CAR PARK
R2-4A
BKBK
B
US
B
AY
ONE WAY ENTRY
ONE WAY EXIT
R5-82
ATTACH SIGN TO
EXISTING COLUMN
3.2
3.20
BK
BK
BK BK
BK
BK
R2-2A (R)
R1-2A
R2-4A
ASPI OPERATIONS FACILITY
C044138 6/30/23
No.
Exp.
BLL BROKEN LANE LINE
EL EDGE LINE - 100mm THICK
PSBL PARKING SINGLE BARRIER LINE - 80mm THICK
CL CONTINUITY LINE - 200mm THICK
HL HOLD LINE
BARRIER KERB
FLUSH KERB
SIGN POST
BOLLARD
1. LINEMARKING AND RRPM's TO BE IN ACCORDANCE WITH NTG STANDARD
CS3400, CS3401 AND CS3402.
2. CONTROL LINES OMITTED FOR CLARITY.
3. ALL SIGNS ARE TO BE "A" SIZE.
4. FOR SPACING OF FLEXIBLE GUIDE POST REFER NTG STANDARD CS3500.
BEWARE OF UNDERGROUND SERVICES The locations of underground services are approximate only and their exact position should be proven on site. No guarantee is given that all existing services are shown.
WARNING
BO
MB
IN
G
R
OA
D
PROPOSED
BK
FK
C-103
DO NOT MODIFY EXISTING ROAD
TIE IN NEW WORK TO
EXISTING ROAD
TIE IN NEW WORK TO
EXISTING ROAD
km
/h
Keep Left
C C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FM
FM
FM
FM
SS
SS
SS
SS
E
E
E
E
E
E
E
W
W
W
W
W
W
W
W
31.0
31.0
30.4
30.6
30.6
30.8
30.8
31.2
31.2
31.0
31.0
30.6
30.8
30.8
31.2
31.2
.031 .231 .4
31.0
31.2
31.2
31.0
31.0
31.0
30.8
30.8
30.8
BO
MB
IN
G
RO
AD
LefteLLeftfLe
31.21
31.2 3131
DW
DW
DW
DW
DW
DW
IO
SSSS
SS
SS
SSSS
FW
FW
FW
FW
FW
IOS
IOS
S
SS
W W
W
DWDW
D
WW
S
DWDW
D
WW
SSS
WW
WW
SSSSSS
WWWW
S
WWWWW
WWWW
W
DWDWDWDWDW
E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV)
E(LV)
COMM
CO
MM
CO
MM
CO
MM
CO
MM
CO
MM
CO
MM
CO
MM
COMM COMM COMM
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)
COMM COMM COMM COMM
CO
MM
CO
MM
CO
MM
CO
MM
CO
MM
CO
MM
CO
MM
E(
LV
E(LV)E
C
E E C C
C
C
E(LV)
E(LV)
E(LV)
E(LV)
E(LV)
30.0
30.0
.0
31.
31.0
29.5
29.6 29.7
.8
29.5
.9
.9
30.1
.1
30.2
30.2 30.3
30.3
30.4
30.4
30.5
30.5
30.6
30.6
30.7
30.7
30.8
.9
.9
30.9
.1
.1
31.1
31.2
.2
31.2
31.3
.3
31.3
.4
31.4
31.5
31.5
31.4
30.7 30.6
30.5
30.4
30.8
.9
30.6
0.000
10.000
20.000
30.000
40.000
50.000
60.000
70.000
80.000
82.730
ASPI OPERATIONS FACILITY
FFL = 31.8
WATER SUPPLY CONNECTION AT IL 30.29. WATER METER AS
PER PWC NT STANDARD DRAWING W1-1-01A
CH 0.00
INSPECTION OPENING (IO)
CH 0.99
IL 29.49
C044138 6/30/23
No.
Exp.
DN 100 PVC SN8
SWALE DRAIN
STORMWATER STORAGE BASIN (1:4
BATTERS). MINOR STORM EVENT
CAPACITY STORAGE AVAILABLE (5%
AEP STORM EVENT)
2m BASE TABLE DRAIN.
1:4 BATTERS
SAG PIT (P1) SEE DETAIL B4/C-502
HEADWALL (P3) SEE DETAIL C2/C-303
DN 450 CLASS 4 R.C.P INSTALLED IN
ACCORDANCE WITH NTG STD DRG SC 3101
0.8 % FALL
0.5
F
AL
L
INVERT LEVEL
29.479m
2m BASE TABLE DRAIN. 1:4 BATTERS. PLACED
ROCK AS SHOWN FOR SCOUR PROTECTION
BO
MB
IN
G
R
OA
D
JUNCTION PIT (P2) SEE DETAIL B4/C-502
5.857% FALL
LOCALLY FILL EXISTING SWALE
0.5 % FALL
INVERT LEVEL
29.479m
INVERT LEVEL
29.479m
0.85 % FALL
C-104
SANITARY DRAINAGE
POTABLE (DOMESTIC) WATER
FIRE WATER
ELECTRICAL CONDUIT
COMMUNICATIONS CONDUIT
SURFACE DRAINAGE DIRECTION
SITE SELECTION BOARD APPROVAL BOUNDARY
SS
DW
FW
E(LV) E(LV)
COMM
REFER TO DRAWING
G-102 FOR THE
CONNECTION TO
EXISTING MAIN
BATTERS REDUCED TO 1 IN 3 AT LOCALISED
AREAS DUE TO SITE CONSTRAINTS
BATTERS REDUCED TO 1 IN
3 LOCALISED AREAS DUE TO
SITE CONSTRAINTS
14° BEND
CH 15.61
90° BEND
CH 31.81
CH 34.69
IL 30.75
CH 32.00
IL 30.00
90° BEND WITH INSPECTION
OPENING TO SURFACE (IOS) IN
ACCORDANCE WITH AS3500
CH 31.08
45° BEND WITH INSPECTION
OPENING TO SURFACE (IOS) IN
ACCORDANCE WITH AS3500
CH 22.16
NEW TYPE 2 SEWER CONNECTION
IN ACCORDANCE WITH PWC STD
DRG W2-1-02
CH 0.00
IL 28.24
INTERSECTION TO BE UPGRADED AS PART OF
SEPERATE WORKS PACKAGE
PAF160600 (P600)
PROJECT IMPACT AREA
45° BEND WITH INSPECTION
OPENING TO SURFACE (IOS) IN
ACCORDANCE WITH AS3500
CH 22.16
150 mm PIPE FROM MAIN TO HYDRANT
DUAL PILLAR EXTERNAL
HYDRANT IN ACCORANCE
WITH AS2419.1-2005 CL 3.2.2
SEE DETAIL C1/C-503
1. FOR DOMESTIC WATER AND SANITARY PIPE PROFILES, REFER TO DRG C-302.
GRASSED AREA
NEW ASPHALT PAVEMENT AREA
UPGRADE WORKS TO ACCESS ROAD
PAVEMENT
NEW CONCRETE
OUTLET PROTECTION
MINIMUM COVER TO TOP OF SUBGRADE 600mm. REFER TO
WSA STANDARD DRAWING WAT-1201 FOR TRENCH DETAILS
BOLLARD, 2 PLACES
SEE DETAIL C2/C-503
DO NOT MODIFY EXISTING ROAD
TIE IN NEW WORK TO
EXISTING ROAD
TIE IN NEW WORK TO
EXISTING ROAD
ROAD01
NEW PAVEMENT
REFER DETAIL 1
SEAL
1:4 BATTER
SWALE VERGE
ASPHALT CARPARK
BARRIER KERB
BARRIER KERB
ASPHALT CARPARKREFER TO STRUCTURAL DRAWINGS
1:4 BATTER
TABLE DRAIN
2m
EXISTING ABANDONED RAIL
EXISTING SURFACE
COMMUNICATION AND HVAC SLAB
3%
FLUSH KERB
2.5%
STRIP AT 0.5%. 75mm BELOW FFL
FLUSH KERB
2.5%0.5%
TABLE DRAIN
VARIES
EXISTING SURFACE
8.00
CARRIAGEWAY PAVEMENT
3.00
LANE
3.00
LANE
0.50
SEALED
SHOULDER
3% 3%
5%
5%
6.00
ROAD SEALED
0.50
UNSEALED
SHOULDER
0.50
UNSEALED
SHOULDER
1:4
1:4
VARIES
SWALE DRAINBATTER
VARIES
VARIES
TABLE DRAIN
50mm ASPHALT PAVEMENT
100mm TYPE 2 BASE COURSE
COMPACTED TO 100% MMDD
100mm TYPE 3 SUBBASE COURSE
COMPACTED TO 98% MMDD
100mm TOPSOIL AND SEED
100mm TOPSOIL AND SEED
BATTER
VARIES
0.50
SEALED
SHOULDER
ASPHALT CARPARK
1:4 BATTER
TABLE DRAIN
2m
EXISTING SURFACE
STRIP AT 0.5%. 75mm BELOW FFL
FLUSH KERB
2.5%
0.5%EXISTING SURFACE 0.5%
MOWING STRIP AT 0.5%.
75mm BELOW FFL
1:4 BATTER
TABLE DRAIN
2m
REFER TO STRUCTURAL DRAWINGS
MINI BUS AND BUS PARKING 1:4 BATTER
EXISTING
GROUND
C044138 6/30/23
No.
Exp.
C-301
REFER DETAIL 1
THIS SHEET
| A-101 - FLOOR PLAN |
| C-101 - SITE LAYOUT PLAN AND SET OUT TABLES |
| C-102 - ROAD PLAN AND LONGITUDINAL SECTION AND CROSS SECTIONS |
| C-103 - LINEMARKING AND SIGNAGE PLAN |
| C-104 - STORMWATER AND UTILITIES LAYOUT PU\N |
| C-301 - CIVIL SECTIONS |
File details come from the government source that posted it. Updated .