BLDGP400_1665828-C-102_502_amnd0005.pdf
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- Solicitation number
- N6274225R1311
About this file
This file contains two engineering drawings (C-102 Site Layout Plan and C-502 Civil and Pavement Details) for an Aircraft Maintenance Storage Facility construction project at RAAF Base Tindal. The site layout drawing (C-102) shows the building footprint, vehicular access, parking areas, pedestrian paths, and security features including fencing, gates, and bollards. Key elements include reinforced concrete pavement, a 15m clear zone from the building, ISU laydown area, waste storage area, and fuel bowser with 4m exclusion zone.
Drawing C-502 provides detailed specifications for civil works including barrier kerb dimensions, wheelstop installations, disabled access symbols, signpost mounting, removable steel bollards, and parking space layouts. The drawings include specific measurements, materials requirements (such as galvanized steel for bollards), and construction notes regarding linemarking standards, underground services verification requirements, and erosion control planning. The drawings are stamped by registered professional engineer Anthony Petrocitto and dated January 24, 2025.
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Text version
AI
TA
PE
RO
AD
R12.50
R12.50
R12.
R12.50
R12.50
TN
PLAN
NORTH
A1SITE LAYOUT PLAN
SCALE: 1:200m
C-102
8.
4.0
REINFORCED CONCRETE
PAVEMENT
REALIGNMENT OF ROAD TO BE
DESIGNED UNDER A SEPARATE
WORKS PACKAGE.
EXISTING ELECTRICAL
SUBSTATION.
EXISTING PUMP
STATION.
PEDESTRIAN GATE. REFER TO
DETAIL D1 ON DRAWING C-503
MECHANICAL EQUIPMENT PLANT
4.0m x 4.0m AND CLASS 2 FENCE
AND GATE ENCLOSURE.
20m
1:200
FINAL DESIGN SUBMITTAL
C044138No.RE G I
S T
ER
ED PR O FES S I ON A L E NGI N EE R
STA T E O F C A L I F O R N I AC I V I L
A N T
H O N Y P E T R O C C I T T O
RAISED KERB
EXISTING CONDITION
SHEET LEGEND:
6.4
LIGHT
VEHICLE
PARKS
8.8
15m CLEAR ZONE
FROM BUILDING.
10m UNOBSTRUCTED
ZONE FROM BUILDING.
4.0 4.0
ISU LAYDOWN AREA
TOE OF 1 IN 4 BATTER. MATCH
INTO EXISTING LEVELS
CONCRETE
MEDIAN
KERB RAMP. REFER TYPICAL
DETAIL ON DRAWING C-504. TIE
INTO TOP OF RAISED CROSSING.
RAISED PEDESTRIAN
CROSSING REFER
TO DRAWING C-111
WALKWAY TO P700 FACILITY.
REFER TO DRAWING C-504.
GRADE AS NEEDED ON SITE TO
ALLOW FREE MOVEMENT OF
STORMWATER.
MATCH NEATLY INTO
EXISTING AITAPE ROAD
VEHICLE ACCESS GATE
REFER TO DETAIL C1
ON DRAWING C-503
EXISTING CULVERT AND HEADWALLS
TO REMAIN. PROVIDE SECURITY AND
TRASH SCREEN
PROJECT 1665827
P700 WORKS PACKAGE
ADDITIONAL HARDSTAND
9.
BOLLARDS AT BUILDING CORNERS
0.5m FROM WALL (TO CENTRE) AND
PER DETAILS ON DRAWING C-502
WASTE STORAGE AREA
CATTLE GRID
REFER TO DRAWING C-503 FOR FENCING
DETAILS AND CONNECTION POINT. FINAL
ALIGNMENT TO BE CONFIRMED ON SITE AND
APPROVED BY CONTRACT ADMINISTRATOR.
2.0
2.
2.
2.0
C1 C-311
AIRCRAFT MAINTENANCE
STORAGE FACILITY
FFL 131.0m
BOLLARDS AT ROLLER DOORS. REFER
TO ARCHITECTURAL DRAWINGS FOR
LOCATION. 011B AND 011C. REFER TO
BOLLARD DETAILS ON DRAWING C-502.
BOLLARDS CENTRED ABOUT DOOR
011B AND 011C. REFER TO BOLLARD
DETAILS ON DRAWING C-502.
A1 C-311
A1 C-311
C1 C-311
NEW RIGID PAVEMENT AREA REFER TO DRAWING
C-505 FOR DETAILS
NEW 100mm THICK CONCRETE FOOTPATH, SL72 MESH, REFER TO DRAWING C-504 FOR DETAILS
AIRSIDE FENCE. REFER DRAWING C-503 FOR DETAILS
FUEL BOWSER WITH
4m EXCLUSION ZONE
EXISTING CULVERT AND HEADWALLS
TO REMAIN. PROVIDE SECURITY AND
TRASH SCREEN
0.4
D3 C-502
TRANSITION FROM
RAISE TO FLUSH KERB
TRANSITION FROM
RAISE TO FLUSH KERB
RK
RK
RK
RK RK RK
CONCRETE PATHWAY AS PER DIPL
STD. DRG. CS3006. PROVIDE A 1% FALL. 1
M
IN
OR
A
M
EN
DM
EN
T
.2 2.
AG
DATE: 01/24/2025
EVAN MIZUE
5m m M
IN
SE
T
OU
T
LIN
E
100mm
5m m
0m m
150mm
R25mm
FSL
0m m
150mm
NOTE:
CONTRACTOR TO VERIFY ALL INVERT LEVELS, SURFACE LEVELS,
CLEARANCES AND COVERS ARE CORRECT AND TO BE OBTAINABLE BEFORE
COMMENCEMENT OF ANY WORKS. ALL UNDERGROUND SERVICES SHOWN ON
THESE PLANS ARE INDICATIVE ONLY AND HAVE BEEN PLOTTED FROM THE
RELEVANT AUTHORITIES RECORDS. SERVICES NOT SHOWN ON THESE PLANS
MAY EXIST. IT IS THE CONTRACTORS RESPONSIBILITY TO LOCATE ON SITE
THE LOCATION OF ALL UNDERGROUND SERVICES PRIOR TO CONSTRUCTION.
THE CONTRACTOR IS LIABLE FOR ANY DAMAGE TO ANY UNDERGROUND
SERVICE.
SIGNAGE AND LINEMARKING NOTES
1. ALL LINEMARKING AND SIGNAGE SHALL BE IN ACCORDANCE WITH AS1742, 1743
AND 2890 AND THE NORTHERN TERRITORY DEPARTMENT OF INFRASTRUCTURE
AND PLANNING STANDARDS
2. ALL LINES ARE WHITE EXCEPT FOR NO STANDING AREAS WHICH ARE MARKED
WITH A SINGLE YELLOW LINE
3. LINE DESCRIPTIONS CONFORM WITH AS1742. DESCRIPTIONS IN BRACKETS
CONFORM WITH TERMINOLOGY USED IN NORTHERN TERRITORY DEPARTMENT
OF INFRASTRUCTURE AND PLANNING STANDARDS
4. THE CONTRACTOR IS TO DEVELOP A SITE SPECIFIC EROSION AND SEDIMENT
CONTROL PLAN IN ACCORDANCE WITH CURRENT COUNCIL AND STATE
GOVERNMENT POLICIES
LANE LINE (SPECIAL
PURPOSE) (ELL)
CONTINUITY LINE (CL)
GIVE WAY LINE
(GWL)
LINEMARKING LEGEND
3m 9m 3m 9m 3m 9m 3m
9m
600mm STRIPE AND GAP
STOP LINE (SL) 30
9m 9m 9m 9m 9m 9m 9m 9m
SEPARATION LINE (SL)
9m 3m 9m 3m 9m
EDGE LINE (EL) 15
CHEVRON MARKING OUT
LINE (LO) 15
PEDESTRIAN CROSSING
REFER FIGURE 1 AS 1742.10 AND
SECTION 6.5
600600
CHEVRON DETAILS - SHOULDERS
NOT TO SCALE
AS SPECIFIED
LO
D1WHEELSTOP DETAIL
SCALE: 1:5
C1BARRIER KERB (BK)
SCALE: 1:5
SETOUT POINT
CONCRETE SLAB
WHEELSTOP COMPLIANT
TO AS2890.1
FIX M12x300mm BITUMEN
SPIKES
DIRECTION OF TRAFFIC
5.0m
3m 3m3m 3m 3m 3m 3m 3m 3m 3m
1.0 m
M
IN
M
AX
800 MIN
1000 MAX
A1DISABLED ACCESS SYMBOL DIMENSIONS
SCALE: 1:10
KE
RB
LI
NE
/ E
DG
E
OF
P
AV
EM
EN
T
NOTE:
ERECT AND FIX SIGN IN ACCORDANCE WITH SIGN
MANUFACTURERS REQUIREMENTS AND TO AS1742 SETOUT
A3TYPICAL SIGNPOST DETAIL
SCALE: 1:20
FOOTING
B3REMOVEABLE STEEL BOLLARD
SCALE: 1:20
FINISHED
SURFACE
LEVEL
LANDSCAPING OR
FOOTPATH AS
SPECIFIED
65Ø NOMINAL BORE SIZE GALVANISED
STEEL PIPE POST TO AS1074. PIPE POST
SHALL BE 3.6mm WALL THICKNESS AND
FITTED WITH A GALVANISED END CAP AT
THE TOP OF THE POST TO SUIT THE POST
DIAMETER
LEDA (OR EQUIVALENT). GALVANISED STEEL FIXED
BOLLARD INSTALLED IN ACCORDANCE WITH
MANUFACTURERS SPECIFICATIONS AND DETAILS
M
IN
00SETOUT AT BASE OF BOLLARD
PAVEMENT AS SPECIFIED
NOTE:
ALL ELEMENTS TO BE GALVANISED. SUB-CONTRACTOR TO
ENSURE BOLLARDS DO NOT CONFLICT WITH PROPOSED OR
EXISTING SERVICES. BOLLARD TO BE STRICTLY INSTALLED
TO MANUFACTURERS DETAILS AND SPECIFICATIONS.
CLASS 1 REFLECTIVE WHITE TAPE 100mm HIGH
CLASS 1 REFLECTIVE WHITE TAPE 100mm HIGH
CLASS 1 REFLECTIVE RED TAPE 300mm HIGH
Y14 GOLDEN YELLOW PAINT 100mm HIGH
Y14 GOLDEN YELLOW PAINT 300mm HIGH
MIN
12PL BASE
4M16 CHEMICAL ANCHORS
125mm EMBEDMENT 20mm GROUT PAD
0m m
0m m
620mm
3394mm 3394mm m m
1200mm
600mm800mm
D3PARKING SPACE
SCALE: 1:50
WHEELSTOP
REFER TO
DETAIL D1
ON DRAWING
C-502
REMOVABLE BOLLARD
(REFER DETAIL B3)
CHEVRON LINEMARKING
3394mm
620mm
WHEELSTOP
FINAL DESIGN SUBMITTAL
C044138No.RE G I
S T
ER
ED PR O FES S I ON A L E NGI N EE R
STA T E O F C A L I F O R N I AC I V I L
A N T
H O N Y P E T R O C C I T T O
C-502 5000mm
1:50
25000
2000mm
1:20
10000
1000mm
1:10
500mm
1:5
M
IN
OR
A M
EN
DM
EN
T
.2
2.
AG
DATE: 01/24/2025
EVAN MIZUE
| C-102 - SITE LAYOUT PLAN |
| C-502 - CIVIL AND PAVEMENT DETAILS - SHEET 2 OF 3 |
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