RFP Drawings.pdf
PDF 3 MB Posted
- Attached to
- Mather Fueling System Repairs
- Solicitation number
- PANNWD26P028176
About this file
This is a set of RFP design drawings for fueling system repairs at AASF Mather, California, issued by the U.S. Army Corps of Engineers, Omaha District. The solicitation number is W9128F27RA045, with an issue date of October 2026.
The project encompasses repairs and improvements to the existing fueling facility infrastructure at Mather Army Aviation Support Facility. Key work includes: removing and replacing concrete pavement and repairing an underground drain pipeline between the remote containment basin and drain inlet with proper slope application; repairing ponding issues and asphalt pavement in the northeast fuel facility area by regrading and applying new asphalt; repairing the asphalt pavement and concrete pad transition on the north and northeast sides of the refueler parking area (minimum 2 feet wide); replacing existing asphalt pavement with concrete pavement at the offload drive lane with drainage to an existing drain inlet; constructing a new 150 square foot POL Ops building; constructing a new generator pad with appropriate drainage provisions; installing new bollards for safety; and constructing tank platform and stairs. The design documents include location plans, existing and civil site plans, pavement typical details, and photographic documentation of existing conditions showing ponding issues, the fuel tank system, fill/offload equipment, containment basin, refueler parking pad, and generator location.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Solicitation - W9128F27RA045.pdf | ||
| Davis Bacon Wage Determinations - CA20260007.pdf | ||
| 27-R-A045-Specs.pdf | ||
| Mather Selection Criteria.pdf |
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SHEET ID
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
OMAHA DISTRICT
AASF MATHER, CA
FUELING SYSTEM REPAIRS
PROJECT NUMBER: P.XXXX
TASK ORDER NO.:
RFP DRAWINGS: ADVERTISEMENT
W9128F27RA045
OCTOBER 2026
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INDEX
DESIGN FILE SHEET NO. DESCRIPTION
MTCA00100G-001.dwg G-001 COVER SHEET & INDEX
MTCA00100GI101.dwg GI101 LOCATION PLAN AND VICINITY MAP
MTCA00100VF101.dwg VF101 EXISTING SITE PLAN
MTCA00100CS101.dwg CS101 CIVIL SITE PLAN
MTCA00100CS501.dwg CS501 PAVEMENT TYPICAL DETAILS
MTCA00100CS901.dwg CS901 PHOTOS - SHEET 1 OF 2
MTCA00100CS902.dwg CS902 PHOTOS - SHEET 2 OF 2
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A1 LOCATION PLAN
SCALE: NOT TO SCALE
PLAN
NORTH
PLAN
NORTH
H1 SCALE: NOT TO SCALE
VICINITY MAP H11 SCALE:NOT TO SCALE
INSTALLATION OVERVIEW
PLAN
NORTH
© 2025 Microsoft Corporation Earthstar Geographics SIO © 2025 TomTom
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CS902
A10
CS901
J1
CS902
A1
CS902
G1
CS901
J11
CS901
A14
CS902
L1
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L10
CS902
G10
CS901
A1
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SHEET KEYNOTES
GENERAL SHEET NOTES
1. EXISTING 12,000 GALLON F-24 JET A FUEL HORIZONTAL UL2085 TANK.
2. EXISTING FILL/OFFLOAD EQUIPMENT.
3. EXISTING VEHICLE DRIVE LANE.
4. EXISTING REFUELER PARKING CONCRETE PAD.
5. EXISTING ASPHALT PAVEMENT LOCATED NORTHEAST FUEL FACILITY.
6. EXISTING REMOTE CONTAINMENT BASIN.
7. EXISTING UNDERGROUND DRAIN PIPELINE BETWEEN REMOTE
CONTAINMENT BASIN AND DRAIN INLET/MANHOLE, REFER TO CS901 &
CS902.
8. EXISTING DRAIN INLET AND MANHOLE.
9. EXISTING ASPHALT PAVEMENT/REFUELER PARKING CONCRETE PAD
TRANSITION, LOCATED NORTH AND NORTHEAST OF REFUELER PARKING
CONCRETE PAD.
10. EXISTING POL OPS BUILDING, TO BE DEMOLISHED.
11. DEMOLISH EXISTING COLLISION BARRIERS, INCLUDING COLLISION
BARRIERS POSTS AND FOUNDATIONS.
KEY PLAN
LEGEND
A1 EXISTING SITE PLAN
SCALE: 1"=30' 30' 60'0
PLAN
NORTH
1. CONTRACTOR SHALL CONDUCT THEIR OWN SURVEY IN ORDER TO IDENTIFY
ELEVATIONS AND SLOPES, ALL AREA IDENTIFIED ON THIS DRAWINGS ARE
APPROXIMATE AND NOT ACCURATE.
EXISTING FACILITY
PHOTO LOCATION INDICATOR
© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS © 2025 TomTom
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SHEET KEYNOTES
GENERAL SHEET NOTES
1. REMOVE EXISTING CONCRETE PAVEMENT, BASE COURSE LAYER,
EXCAVATE, REPAIR DRAIN PIPELINE BETWEEN REMOTE CONTAINMENT
BASIN AND INLET DRAIN, APPLY POSITIVE SLOPE TO DRAIN PIPELINE,
COMPACT SUB-GRADE LAYER, PLACE NEW BASE COURSE LAYER AND
CONCRETE PAVEMENT.
2. REPAIR PONDING, REMOVE EXISTING ASPHALT PAVEMENT AND
AGGREGATE BASE COURSE LAYER, REGRADE SUBGRADE AND APPLY NEW
ASPHALT PAVEMENT LOCATED NORTHEAST FUEL FACILITY, REFER TO
A1/CS501.
3. REPAIR ASPHALT PAVEMENT/REFUELER PARKING CONCRETE PAD
TRANSITION, REMOVE EXISTING ASPHALT PAVEMENT AND AGGREGATE
BASE COURSE LAYER, REGRADE SUBGRADE AND APPLY NEW ASPHALT
PAVEMENT LOCATED NORTH AND NORTHEAST OF REFUELER PARKING
CONCRETE PAD, 2' WIDE MINIMUM, REFER TO A1/CS501.
4. REPLACE ASPHALT PAVEMENT WITH CONCRETE PAVEMENT, CONCRETE
PAVEMENT SHALL DRAIN TO EXISTING DRAIN INLET LOCATED AT OFFLOAD
DRIVELANE, REFER TO A7/CS501.
5. CONSTRUCT NEW POL OPS BUILDING (150 SF).
6. OLD GENERATOR SITE.
7. CONSTRUCT NEW GENERATOR PAD, REFER TO K14/CS501.
8. CONSTRUCT NEW BOLLARDS, REFER TO A16/CS501.
9. TANK PLATFORM AND STAIRS.
LEGEND
A1 CIVIL SITE PLAN
SCALE: 1"=30' 30' 60'0
PLAN
NORTH
1. CONTRACTOR SHALL CONDUCT THEIR OWN SURVEY IN ORDER TO IDENTIFY
ELEVATIONS AND SLOPES, ALL AREA IDENTIFIED ON THIS DRAWINGS ARE
APPROXIMATE AND NOT ACCURATE.
REPAIR DRAIN PIPELINE BETWEEN REMOTE CONTAINMENT BASIN
AND INLET DRAIN.
REPAIR PAVEMENT.
REPLACE ASPHALT PAVEMENT WITH CONCRETE PAVEMENT.
CONSTRUCT NEW POL OPS BUILDING.
CONSTRUCT TANK PLATFORM AND STAIRS
6" COMPACTED SUBGRADE (95%)
4" BITUMINOUS SURFACE COURSE
12" AGGREGATE
BASE COURSE
1. THICKNESS OF NEW BITUMINOUS SURFACE COURSE AND
BASE COURSES SHALL MATCH EXISTING.
2. PROVIDE ENOUGH CLEARANCE TO PREVENT UNDERMINING
OF EXISTING BASE COURSE AND BIT. SURFACE COURSE
TO REMAIN.
3. EXISTING BASE COURSE TO BE REMOVED MAY BE STOCKPILED
SEPARATELY WITHOUT CONTAMINATION AND REUSED AT THE
CONTRACTOR'S OPTION.
REMOVE EXISTING BITUMINOUS PAVEMENT
VARIES1'-0"
MIN.
1'-0"
MIN.
1.5
1'-0"
MIN. (WIDTH VARIES) MIN.
1'-0"
1.5
UTILITY
TRENCH
EXISTING BASE
COURSE
EXISTING BASE
COURSE
NEW AGGREGATE
BASE COURSE
SEE NOTE 3.
BITUMINOUS PAVEMENT NOTES:
CONCRETE WIDTH
NOTES:
4" PER FOOT MIN
1. BASE COURSE MATERIAL SHALL INCLUDE MATERIALS
CLASSIFIED AS EITHER GW, GW-GM, SW, SM OR SW-SM ACCORDING
TO ASTM D 2487. THE AMOUNT OF MATERIAL PASSING THE NO. 200
SIEVE SHALL NOT EXCEED 12 PERCENT BY WEIGHT. SIDEWALK
BASE COURSE MATERIAL SHALL BE COMPACTED TO AT LEAST
96 PERCENT OF LABORATORY MAXIMUM DENSITY.
4" CONCRETE
6" AGGREGATE BASE COURSE
6" COMPACTED SUBGRADE (95%)
9"
9"
4 1/2"
ANCHOR BOLTS, AS REQUIRED
BY EQUIPMENT FURNISHED NO. 3 @ 12" W/180 DEG.
BENDS AT BOTH ENDS
AROUND FOUNDATION
PERIMETER
3/4" CHAMFER (TYP.)
NO. 5 LONGITUDINAL (TYP.)
12" THICK SLAB
NO. 5 @ 12" OCEW
TOP AND BOTTOM
NOTES:
1. PROVIDE LOW POINT FOR DRAINAGE OF THE CURBED GENERATOR PAD
WITH BALL DRAIN VALVE.
2. SEE SHEET CS508 FOR BALL DRAIN VALVE DETAILS.
3. COORDINATE WITH GENERATOR MANUFACTURER FOR CONCRETE PAD
PLAN DIMENSIONS, GENERATOR PAD PIERS AND FROST DEPTH.
6"x6" CURB, CONTINUOUS
AROUND PERIMETER.
4'
18"
EXPANSION JOINT
AT INTERFACE
WITH CONCRETE
PAVEMENT
SLOPE TOP OF
FOOTING AWAY
FROM PIPE
AS SHOWN
FILL PIPE WITH
CONCRETE
ROUNDED TOP
NOTES:
1. STEEL PIPE FOR PIPE BOLLARDS SHALL CONFORM TO SPECIFICATION SECTION
05 50 13 MISCELLANEOUS METAL FABRICATIONS.
2. PIPE BOLLARD SHALL BE NPS 6" STANDARD WEIGHT STEEL PIPE, GALVANIZED,
AND PROVIDED WITH YELLOW PLASTIC SLEEVE DESIGNED FOR THIS
APPLICATION.
STEEL PIPE -
SEE NOTE 2
3.
5"
6"
CONCRETE
FOOTING
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A1 TYPICAL ASPHALT PAVEMENT SECTION
SCALE: NO SCALE SCALE: NO SCALE
GENERAL CONTAINMENT CONCRETE TYPICAL SECTIONA7
K1 BITUMINOUS PAVEMENT UTILITY - REMOVAL AND REPLACEMENT DETAIL
SCALE: NO SCALE K14 GENERATOR PAD SECTION
SCALE: NOT TO SCALE
A16 PIPE BOLLARD DETAIL
SCALE: NOT TO SCALE
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SCALE: NO SCALE
EXISTING REFUELER PARKING PAD (LOOKING SOUTHEAST)A14
SCALE: NO SCALE
EXISTING ASPHALT PAVEMENT BETWEEN TANK AND OFFLOAD/LOAD STAND (LOOKING SOUTH)J11SCALE: NO SCALE
EXISTING ASPHALT PAVEMENT PONDING LOCATED NORTHEAST (LOOKING NORTHEAST)J1
SCALE: NO SCALE
EXISTING REMOTE CONTAINMENT BASIN (LOOKING NORTHWEST)A1
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EXISTING AND FUTURE GENERATOR LOCATION (LOOKING EAST)G10
SCALE: NO SCALE
EXISTING FUEL/POL BUILDING (LOOKING NORTH)L1 SCALE: NO TO SCALE
EXISTING FUEL/POL BUILDING (LOOKING EAST)L10
EXISTING CONCRETE PAVEMENT OVER UNDERGROUND DRAIN PIPELINE
SCALE: NOT TO SCALE
BETWEEN RCB AND DRAIN INLET (LOOKING SOUTHEAST)A1
EXISTING CONCRETE PAVEMENT OVER UNDERGROUND DRAIN PIPELINE
SCALE: NOT TO SCALE
BETWEEN RCB AND DRAIN INLET (LOOKING SOUTHEAST)A10
EXISTING CONCRETE PAVEMENT OVER UNDERGROUND DRAIN PIPELINE
SCALE: NOT TO SCALE
BETWEEN RCB AND DRAIN INLET (LOOKING NORTHWEST)G1
| MTCA00100G-001 |
| Sheets and Views |
| MTCA00100G-001 |
| MTCA00100GI101 |
| Sheets and Views |
| MTCA00100GI101 |
| MTCA00100VF101 |
| Sheets and Views |
| MTCA00100VF101 |
| MTCA00100CS101 |
| Sheets and Views |
| MTCA00100CS101 |
| MTCA00100CS501 |
| Sheets and Views |
| MTCA00100CS501 |
| MTCA00100CS901 |
| Sheets and Views |
| MTCA00100CS901 |
| MTCA00100CS902 |
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| MTCA00100CS902 |
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