AMD 001 Drawings_SIGNED.pdf
PDF 2 MB Posted
- Attached to
- FY20 MCAF PAF180200 APR - JET FUEL STORAGE TANKS, ROYAL AUSTRALIAN AIR FORCE BASE TINDAL, AUSTRALIA
- Solicitation number
- N6274221R1300
About this file
This solicitation is for the construction of two four (4) ML (25,000 BBL ea) Cut'N'Cover bulk fuel tanks, support infrastructure including two pump houses, a liquid fuel truck fill stand, fuel stand unloading, and filter building, and all utilities, automatic tank gauging systems, site improvements, pavements, communications infrastructure, backup generator and other work necessary to provide a complete and usable facility at Royal Australian Air Force (RAAF) Base Tindal, Northern Territory, Australia. Additionally, there are three pre-priced options to construct concrete vs. asphalt pavements for heavy duty pavements, a cross over pit for fuel transfer lines, and a hydrant-hose checkout station, all in accordance with drawings and specifications. The agency is the Department of the Navy Naval Facilities Engineering Command.
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SEE SHEET C-403
SEE SHEET C-405
SEE SHEET C-407SEE SHEET C-406
SEE SHEET C-404
SEE SHEET C-402
TARAKAN ROAD
DRAINAGE IMPROVEMENTS
PROVIDED BY WE07
CULVERTS
PROVIDED BY WE07 DRAINAGE IMPROVEMENTS
PROVIDED BY WE07
D D
D
D D D D D
SD
SD
BOX CULVERTS
GANTRY
ENLARGEMENT PLAN
SEE SHEET C-410
FILTER BUILDING
ENLARGEMENT PLAN
SEE SHEET C-411
AC
C
ES
S
R O
AD
R
IN
G R
O
AD
R
IN
G R
O
AD
SCALE:
HDR Engineering, Inc.
1001 Bishop Street Suite 400 Honolulu, HI 96813 Phone: (808) 697-6200
10/30/2020
NOTES:
1. SEE C-200 SERIES FOR SITE LAYOUT
AND DIMENSIONS.
2. SEE C-002 FOR EXISTING CONDITIONS
AND SURVEY NOTES.
3. SEE SHEET G-003 AND G-004 FOR
GENERAL NOTES AND LEGEND.
4. SEE SHEET C-420 AND C-421 FOR SITE
SECTIONS
5. SEE SHEET C-410 FOR GANTRY FINE
GRADING.
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17254212
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01/13/2021
HDR Engineering, Inc.
1001 Bishop Street Suite 400 Honolulu, HI 96813 Phone: (808) 697-6200
10/30/2020
NOTES:
1. SELECT FILL IS TYPE A UNLESS SHOWN
OTHERWISE.
2. SEE C-200 SERIES FOR SITE PLAN
LAYOUT AND DIMENSIONS.
3. SEE C-400 SERIES FOR SITE GRADING
PLANS.
4. SEE STRUCTURAL DRAWINGS FOR
TANK DESIGN AND DIMENSIONS
5. TEMPORARY EXCAVATIONS UP TO 1 M
DEEP IN STIFF (OR STRONGER) CLAYS
MAY REMAIN NEAR VERTICAL FOR
SHORT PERIODS OF TIME, PROVIDED
THAT THEY REMAIN DRY AT THE TIME
OF CONSTRUCTION AND THERE ARE NO
LOADS, SERVICES, STRUCTURES OR
TRAFFIC LOCATED WITHIN A DISTANCE
FROM THE CREST OF THE BATTER
EQUAL TO THE SLOPE HEIGHT.
DEEPER TEMPORARY DRY
UN-SHORED OR UN-RETAINED
EXCAVATIONS SHOULD BE
BATTERED TO A TEMPORARY SLOPE
OF NO STEEPER THAN 1.5H:1V FOR
CLAYEY SANDS AND SANDY CLAY
SOILS OVERLYING LIMESTONE. IF SOFT
CLAY OR LOOSE SAND MATERIALS ARE
ENCOUNTERED, THEN TEMPORARY
BATTERS MAY NEED TO BE
CONSIDERABLY FLATTER, SAY
NOMINALLY AT 2H:1V, AND WOULD BE
SUBJECT TO GEOTECHNICAL
INSPECTION AT THE TIME OF
EXCAVATION.
IF GROUNDWATER IS ENCOUNTERED
AT THE TIME OF EXCAVATION,
ADDITIONAL GEOTECHNICAL ADVICE
SHOULD BE SOUGHT FROM PROJECT
GEOTECHNICAL ENGINEER. DEEP
EXCAVATIONS THAT ENCOUNTER SOFT
OR WET MATERIALS WILL PROBABLY
REQUIRE THE USE OF A ROCK
BRIDGING LAYER ACROSS THEIR BASE
TO FACILITATE COMPACTION OF
SUBSEQUENT FILLING. ADDITIONAL
ADVICE SHOULD BE SOUGHT FROM
PROJECT GEOTECHNICAL ENGINEER IN
THIS REGARD, AS NECESSARY.
6. SLOPES BETWEEN DIFFERENT FILL
TYPES ASSUMED TO BE 1(H):1(V) FOR
ESTIMATION AND GRAPHICAL
PURPOSES ONLY.
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C-420
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HDR Engineering, Inc.
1001 Bishop Street Suite 400 Honolulu, HI 96813 Phone: (808) 697-6200
10/30/2020
NOTES:
1. SELECT FILL IS TYPE A UNLESS SHOWN OTHERWISE.
2. SEE C-200 SERIES FOR SITE PLAN LAYOUT AND
DIMENSIONS.
3. SEE C-400 SERIES FOR SITE GRADING PLANS.
4. SEE POL DRAWINGS FOR TANK DESIGN AND
DIMENSIONS.
5. TEMPORARY EXCAVATIONS UP TO 1 M DEEP IN STIFF
(OR STRONGER) CLAYS MAY REMAIN NEAR VERTICAL
FOR SHORT PERIODS OF TIME, PROVIDED THAT THEY
REMAIN DRY AT THE TIME OF CONSTRUCTION AND
THERE ARE NO LOADS, SERVICES, STRUCTURES OR
TRAFFIC LOCATED WITHIN A DISTANCE FROM THE
CREST OF THE BATTER EQUAL TO THE SLOPE
HEIGHT.
DEEPER TEMPORARY DRY UN-SHORED OR
UN-RETAINED EXCAVATIONS SHOULD BE
BATTERED TO A TEMPORARY SLOPE OF NO
STEEPER THAN 1.5H:1V FOR CLAYEY SANDS AND
SANDY CLAY SOILS OVERLYING LIMESTONE. IF SOFT
CLAY OR LOOSE SAND MATERIALS ARE
ENCOUNTERED, THEN TEMPORARY BATTERS MAY
NEED TO BE CONSIDERABLY FLATTER, SAY
NOMINALLY AT 2H:1V, AND WOULD BE SUBJECT TO
GEOTECHNICAL INSPECTION AT THE TIME OF
EXCAVATION.
IF GROUNDWATER IS ENCOUNTERED AT THE TIME OF
EXCAVATION, ADDITIONAL GEOTECHNICAL ADVICE
SHOULD BE SOUGHT FROM PROJECT GEOTECHNICAL
ENGINEER. DEEP EXCAVATIONS THAT ENCOUNTER
SOFT OR WET MATERIALS WILL PROBABLY REQUIRE
THE USE OF A ROCK BRIDGING LAYER ACROSS
THEIR BASE TO FACILITATE COMPACTION OF
SUBSEQUENT FILLING. ADDITIONAL ADVICE SHOULD
BE SOUGHT FROM PROJECT GEOTECHNICAL
ENGINEER IN THIS REGARD, AS NECESSARY.
6. REFER TO SPECIFICATION 32 11 23 FOR SELF
COMPACTING GRAVEL MATERIAL.
7. TANK PIT TO BE LINED ALONG EXCAVATION SLOPE
WITH GEOTEXTILE LINER.
8. SLOPES BETWEEN DIFFERENT FILL TYPES ASSUMED
TO BE 1(H):1(V) FOR ESTIMATION AND GRAPHICAL
PURPOSES ONLY.
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W W
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FOSFOSFOS
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W W
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SS
SS
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SS
SS
SS
TARAKAN ROAD
SUBSOIL OUTLET SEE
INV: 129.000
DRAINAGE DITCH BY WE07
CLEANOUT SEE
INV: 129.517
CLEANOUT SEE
INV: 129.554
7.5m OF 100mm
SLOTTED PVC PIPE
@ 0.5%
CLEANOUT SEE
INV: 130.790
30m OF 100mm
SLOTTED PVC PIPE
@ 4.2%
30m OF 100mm
SLOTTED PVC PIPE
@ 3.7%
INV: 131.901
INV: 131.794
INV: 132.376
21.5m OF 100mm
SLOTTED PVC PIPE
@ 0.5%
INV: 132.462
29m OF 100mm
SLOTTED PVC PIPE
@ 4.5%
CLEANOUT SEE
INV: 131.155
INV: 132.137
INV: 130.687
15m OF 100mm
SLOTTED PVC PIPE
@ 0.5%
CLEANOUT SEE
INV: 132.212
CLEANOUT SEE
INV: 132.362
30m OF 100mm
SLOTTED PVC PIPE
@ 0.5%
30m OF 100mm
SLOTTED PVC PIPE
@ 0.5%
CLEANOUT SEE
INV: 132.512
CLEANOUT SEE
INV: 132.000
CLEANOUT SEE
INV: 132.362
30m OF 100mm
SLOTTED PVC PIPE
@ 0.5%
25m OF 100mm
SLOTTED PVC PIPE
@ 1.2%
23.3m OF 100mm
SLOTTED PVC PIPE
@ 0.5%
INV: 132.117
B3 C-609
B3 C-609
B3 C-609
B3 C-609
SUBSOIL OUTLET SEE B2
C-609
SCALE:
HDR Engineering, Inc.
1001 Bishop Street Suite 400 Honolulu, HI 96813 Phone: (808) 697-6200
10/30/2020
NOTES
1. PROVIDE PAVEMENT DRAINS AS
INDICATED ON THE DRAWINGS.
2. OUTLETS ARE TO BE SPACED
AT A MAXIMUM OF 120m APART.
3. CLEANOUTS ARE TO BE SPACED
AT A MAXIMUM OF 30m APART.
4. PAVEMENT DRAINS ARE
LOCATED 150mm BEHIND BACK
OF KERB. REFER TO PAVEMENT
DRAIN DETAIL AND TYPICAL
ROAD SECTIONS.
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C-440
LEGEND:
CONCRETE PAVEMENT
PAVEMENT DRAIN
PAVEMENT DRAIN CLEANOUT
PAVEMENT DRAIN HEADWALL
SC
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- S
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+3
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+4
C-507
HDR Engineering, Inc.
1001 Bishop Street Suite 400 Honolulu, HI 96813 Phone: (808) 697-6200
10/30/2020
0+350 0+360 0+370 0+380 0+390 0+400 0+410 0+420
SCALE:
SCALE:
NOTES:
1. FIRE HYDRANT LINE TO BE LOCATED 3m
BEHIND EDGE OF PAVEMENT.
2. PROVIDE MINIMUM COVER OF 600mm IN NON-TRAFFICABLE AREAS AND 750mm
IN TRAFFICABLE AREAS.
3. PROVIDE MINIMUM HORIZONTAL
CLEARANCE OF 600mm AND MINIMUM VERTICAL CLEARANCE OF 500mm FROM
FUEL AND SEWER LINES.
4. SEE C-510 SERIES FOR POL PIPE
LAYOUTS AND SYSTEM CONNECTIVITY.
5. SEE DETAIL A4 ON SHEET C-611 FOR
FIRE HYDRANT AND GATE VALVE
CONNECTION TO FIRE LINE.
6. SEE DETAIL C3 ON SHEET C-611 FOR
UTILITY CROSSING DETAIL.
7. CONNECTIONS BETWEEN THE PVC PIPE
AND DIP (DICL) FLANGES SHALL BE
WITH THE USE OF A PVC STUB FLANGE.
8. FOR THRUST BLOCK ANCHORS,
SEE DRAWING C-611.
9. BOLT FITTINGS AND APPURTENANCES
TOGETHER THAT ABUT EACH OTHER
WITHIN 300mm.
10. ALL BACKING, FLANGES, NUTS, BOLTS,
AND WASHERS TO BE MANUFACTURED
FROM GRADE 316 STAINLESS STEEL.
PI
PE
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N12 CONTINUOUS
20 CHAMFER (TYP)
N12 X VAR
@ 300 OC
HYDROCARBON RESISTANT SEALANT
CONCRETE PAVEMENT
BOND BREAKER TAPE
CONTAINMENT KERB SEE
N12 - 200 EW EF (IF > 150 SLAB REQUIRES 2
LAYERS OF REINFORCEMENT) OR
N12 - 150 EW (IF<150 ONE LAYER OF STEEL)
NOTES:
1. SEALANT AT THE BASE OF KERB IS NOT REQUIRED IF
THE SLAB AND KERB ARE MONOLITHIC.
2. PROVIDE KERB CONTROL JOINT TO MATCH SLAB
CONTROL JOINT SPACING.
1% SLOPE
200X200mm CLASS D COVER
AND ACCESS GROUND BOX.
100Ø BRASS LOCKING
CAP WITH LOCK
WELL SCREEN CUT TO
100mm BELOW FINISHED
PAVEMENT LEVEL
UNDERGROUND
TANK
100Ø SLOTTED CLASS 12
PVC PIPE WRAPPED IN
GEOFABRIC
ANCHOR BEAM
100Ø PVC SCREW CAP
TO BOTTOM OF LEAKAGE
DETECTION TUBE
150mm FUEL RESISTANT WATERSTOP
(REQUIRED IF KERB FORMED
SEPARATE FROM SLAB)
CONTAINMENT KERB.
SEE A3
C-603
NOTES
1. BACKFILL MATERIAL TO BE 5-10mm (MAX.) GRAVEL.
2. OBSERVATION WELL AND PARTS TO BE IN
ACCORDANCE WITH AS4897.
3. TEMPORARY EXCAVATIONS UP TO 1 M DEEP IN
STIFF (OR STRONGER) CLAYS MAY REMAIN NEAR
VERTICAL FOR SHORT PERIODS OF TIME,
PROVIDED THAT THEY REMAIN DRY AT THE TIME
OF CONSTRUCTION AND THERE ARE NO LOADS,
SERVICES, STRUCTURES OR TRAFFIC LOCATED
WITHIN A DISTANCE FROM THE CREST OF THE
BATTER EQUAL TO THE SLOPE HEIGHT.
DEEPER TEMPORARY DRY UN-SHORED OR
UN-RETAINED EXCAVATIONS SHOULD BE
BATTERED TO A TEMPORARY SLOPE OF NO
STEEPER THAN 1.5H:1V FOR CLAYEY SANDS AND
SANDY CLAY SOILS OVERLYING LIMESTONE. IF
SOFT CLAY OR LOOSE SAND MATERIALS ARE
ENCOUNTERED, THEN TEMPORARY BATTERS MAY
NEED TO BE CONSIDERABLY FLATTER, SAY
NOMINALLY AT 2H:1V, AND WOULD BE SUBJECT TO
GEOTECHNICAL INSPECTION AT THE TIME OF
EXCAVATION.
IF GROUNDWATER IS ENCOUNTERED AT THE TIME
OF EXCAVATION, ADDITIONAL GEOTECHNICAL
ADVICE SHOULD BE SOUGHT FROM PROJECT
GEOTECHNICAL ENGINEER. DEEP EXCAVATIONS
THAT ENCOUNTER SOFT OR WET MATERIALS WILL
PROBABLY REQUIRE THE USE OF A ROCK
BRIDGING LAYER ACROSS THEIR BASE TO
FACILITATE COMPACTION OF SUBSEQUENT
FILLING. ADDITIONAL ADVICE SHOULD BE SOUGHT
FROM PROJECT GEOTECHNICAL ENGINEER IN
THIS REGARD, AS NECESSARY.
1% SLOPE
CONTAINMENT KERB SEE A3
C-603
TK: 133.47
BK: 133.32
NOTES
1. SEE MECHANICAL DRAWINGS FOR TANK MANHOLES AND ROLLING COVERS DETAILS.
2. SEE SPECIFICATION SECTIONS FOR CONCRETE, FORMWORK, WATERSTOPS,
REINFORCEMENT, PLACEMENT AND CURING.
3. LAP SPLICES AND CONCRETE COVER SHALL CONFORM TO REQUIREMENTS
OF S-001 WHERE NOT SPECIFICALLY INDICATED ON THESE DETAILS.
4. JOINT SEALANT SHALL CONFORM TO DETAIL A3 SHEET C-610.
5. SEE DETAIL A1 SHEET C-610 FOR CONSTRUCTION JOINT (CJ) DETAILS.
6. SEE DETAIL A5 SHEET C-604 FOR SLAB PENETRATIONS
7. SEE DETAIL D5 SHEET C-610 FOR KEYED JOINT (KJ) DETAILS.
CONTAINMENT KERB SEE A3
C-603
1% SLOPE
1% SLOPE
CONTAINMENT INLET SEE
A4
C-612
1% SLOPE
A3 C-603
CONTAINMENT INLET SEE
A4
C-612
EXCAVATION SLOPE
SEE NOTE 3
EL. 133.197
CONTAINMENT INLET
SEE A4
C-612TK:133.35
BK:133.20
NOTES
1. SEE MECHANICAL DRAWINGS FOR TANK MANHOLES AND ROLLING COVERS DETAILS.
2. SEE SPECIFICATION SECTIONS FOR CONCRETE, FORMWORK, WATERSTOPS,
REINFORCEMENT, PLACEMENT AND CURING.
3. LAP SPLICES AND CONCRETE COVER SHALL CONFORM TO REQUIREMENTS
OF S-001 WHERE NOT SPECIFICALLY INDICATED ON THESE DETAILS.
4. JOINT SEALANT SHALL CONFORM TO DETAIL A3 SHEET C-610.
5. SEE DETAIL A1 SHEET C-610 FOR CONSTRUCTION JOINT (CJ) DETAILS.
6. SEE DETAIL A5 SHEET C-604 FOR SLAB PENETRATIONS.
TK:133.35
BK:133.20TK:133.35
BK:133.20
TK:133.35
BK:133.20
EL: 133.033
TK:133.35
BK:133.033
TK: 133.47
BK: 133.32
TK: 133.47
BK: 133.32
TK: 133.47
BK: 133.32
TK: 133.47
BK: 133.197
C J
C J
KJ
C J
C J
SEALED EXPANSION JOINT A2
C-610
EXPANSION JOINT (EJ)
EXPANSION JOINT (EJ)
50mm SAND BEDDING WITH 200um BUILDERS PLASTIC
100mm DEPTH OF SUBGRADE
COMPACTED TO 95% M.M.D.D MIN CBR 10.
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C-603
HDR Engineering, Inc.
1001 Bishop Street Suite 400 Honolulu, HI 96813 Phone: (808) 697-6200
10/30/2020
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