76. AKANG Eielson B1171_Civil Drawings 65- - clouds.pdf
PDF 540 KB Posted
- Attached to
- Repair Fuel Cell, B1171 Federal contract opportunity
- Solicitation number
- W50S6K24B0002
- Issued by
- Department of the Army National Guard
About this file
This document appears to be a set of civil engineering drawings for a construction project at Eielson Air Force Base in Alaska. The drawings show the existing conditions and proposed site improvements, including the removal of an existing tree, concrete pavement, and electrical equipment, as well as the installation of an overhead canopy, concrete stoop landing, concrete walkways, a fire hydrant loop, and underground electrical service.
The related federal contract opportunity is a solicitation (Solicitation Number W50S6K24B0002) for the repair of Hangar B1171 at Eielson AFB. The work includes replacing the existing Aqueous Film Forming Foam (AFFF) fire protection system with a water-only system, making architectural modifications to expand office and tool storage space, and constructing emergency egress exits. The solicitation also includes optional line items for constructing a fire protection water loop and fire hydrants, as well as telecommunications cabling. A pre-bid conference is scheduled for May 6, 2024.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W50S6K24B0002 Amendment 6.pdf | ||
| Eielson B1171 Bid RFI Comments_Responses_Revised_Haz_Areas.pdf | ||
| W50S6K24B0002 Amendment 5.pdf | ||
| EIELSON E-4.1 ESK-1.pdf | ||
| W50S6k24B0002 Amendment 4.pdf | ||
| ESK-3.pdf | ||
| ESK-2.pdf | ||
| W50S6K24B0002U0003 Amendment 3.pdf | ||
| 5. Frequency Converter Photos.pdf | ||
| 71. 2019 Roof Report - B1171 Breakout.pdf | ||
| W50S6K24B0002 Amendment 2.pdf | ||
| 1. 23 30 00.pdf | ||
| 18. B1171 Original Construction Design Drawings.pdf | ||
| 65. 01 35 26.pdf | ||
| 3. Pages from Env Atlas - B1171.pdf | ||
| 49. revised C-1.1.pdf | ||
| 19. Air Regulator Photos.pdf | ||
| W50S6K24B0002 Amendment 1.pdf | ||
| Site Visit Slides.pdf | ||
| Sign In Sheet.pdf | ||
| W50S6K24B0002 - Solicitation.pdf | ||
| Eielson B1171 Type B-3 Submittal Drawings FP revised Addendum 1.pdf | ||
| Type B-3 Final Design Submittal_SPECS_20240412.pdf | ||
| FTQW072002 AF 813 RCS 20-111 Repair Fuel Cell Revised.pdf |
Show all 24
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Text version
A L A
S K
A
A
I R
N
T
I O
N A
L
G
U A
R D
2600 MICHELSON DRIVE, SUITE 500, IRVINE CA. 92612
(949) 224-7500 FAX (949) 224-7501
GENERAL NOTES
C-1.1
CIVIL SITE
AND UTILITY PLAN
KJ
KJ
EC 2
1. EXISTING CONDITIONS SHOWN HEREON ARE BASED ON RECORD DRAWING
INFORMATION / MATERIALS PROVIDED BY THE GOVERNMENT AND ARE ACCURATE
ONLY TO THE LEVEL IMPLIED BY THIS METHOD. A DESIGN TOPOGRAPHIC SURVEY
HAS NOT BEEN PERFORMED FOR THIS PROJECT. FIELD VERIFY ALL SITE
IMPROVEMENTS, SITE FEATURES, GRADES, AND UTILITIES PRIOR TO CONSTRUCTION
AND NOTIFY THE CONTRACTING OFFICER OF DISCREPANCIES PRIOR TO
CONSTRUCTION.
2. VERIFY UTILITIES IN THE AREA OF RENOVATION PRIOR TO THE COMMENCEMENT OF
WORK. PROTECT IN PLACE ALL UTILITY ITEMS WHETHER SHOWN HEREON OR NOT.
IF DAMAGED AS A RESULT OF DEMOLITION AND/OR CONSTRUCTION ACTIVITIES,
REPAIR DAMAGE AND RESTORE AREA TO A LIKE-NEW CONDITION.
3. COORDINATE WITH THE CONTRACTING OFFICER FOR ALL CONSTRUCTION ACTIVITIES
THAT MAY RESULT IN POTENTIAL DISRUPTIONS TO ONGOING OPERATIONS IN THE
PROJECT AREA.
4. REFER TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL
AND FIRE PROTECTION DRAWINGS FOR ADDITIONAL REQUIREMENTS AT THE
BUILDING.
5. PROVIDE CONSTRUCTION PERIOD BEST MANAGEMENT PRACTICES IN ACCORDANCE
WITH THE STATE OF ALASKA CONSTRUCTION GENERAL PERMIT.
(E) FIRE HYDRANT LOCATION
(E) HANGAR B1171
TRUE
NORTH
PLAN
NORTH
1. REMOVE EXISTING TREE INCLUDING ROOT SYSTEM TO A MINIMUM 18-INCHES
BELOW GRADE.
2. CLEAR SITE VEGETATION.
3. SAWCUT AND REMOVE EXISTING CONCRETE PAVEMENT INCLUDING BASE
MATERIAL.
4. OVERHEAD CANOPY. REFER TO ARCHITECTURAL DRAWINGS.
5. CONCRETE STOOP LANDING. PROVIDE 2-PERCENT SLOPE AWAY FROM BUILDING.
COORDINATE WITH DOOR LOCATION. DETAIL
6. CONCRETE WALK. DETAIL
7. BID OPTION: DRILL EXISTING UTILIDOR FOR WATER MAIN CONNECTION.
8. BID OPTION: 8-INCH WATER MAIN. RESTORE SURFACE COVER IN-KIND.
9. BID OPTION: FIRE HYDRANT WITH 6-INCH LATERAL AND VALVE.
10. BID OPTION: HORIZONTAL DIRECTIONAL DRILLING / BORE AND JACK FOR
WATERLINE INSTALLATION BENEATH AIRFIELD PAVEMENT. MINIMUM DEPTH OF
INSTALLATION IS 10-FT.
11. DEMOLISH AND REMOVE ELECTRICAL EQUIPMENT. REFER TO ELECTRICAL
DRAWINGS. RESTORE SURFACE COVER IN KIND.
12. CONCRETE EQUIPMENT PAD. REFER TO STRUCTURAL AND ELECTRICAL.
13. BOLLARD. REFER TO ELECTRICAL.
14. ELECTRICAL UTILITY SHOWN FOR REFERENCE AND COORDINATION ONLY.
REFER TO ELECTRICAL. RESTORE SURFACE COVER IN KIND.
(E) ASPHALT APRON
(E) PARKING
(E) LANDSCAPE
(E) LANDSCAPE
(E) LANDSCAPE
(E) LANDSCAPE
SCALE: 1" = 20'
CIVIL SITE PLAN
(E) WALK
(E) LANDING
(E) WALK
(E) LANDING
(E) FENCELINE
(E) FENCELINE543.3±FF
543.3±FF
543.3±FF
E
D
R A
D
T
C H
BID OPTION
BID OPTION
(E) DETENTION BASIN
(E) DETENTION BASIN
TYP
TYP
COORDINATE UTILITY
CROSSING AT EX UTILIDOR
EX FF = 543.3
TYP
1073586514N Polygon
1073586514N Polygon
1073586514N Polygon
1073586514N Polygon
1073586514N Polygon
1073586514N Polygon
1073586514N Text Box Proposed fire hydrant loop (red)
1073586514N Text Box Proposed egress sidewalks (green)
1073586514N Text Box Proposed underground electrical service (blue)
L A
S K
A
A
R
T
I O
N A
L
G
U A
R D
2600 MICHELSON DRIVE, SUITE 500, IRVINE CA. 92612
(949) 224-7500 FAX (949) 224-7501
GENERAL NOTES
C-4.1
CIVIL SITE
GRADING
ENLARGED PLANS
KJ
KJ
EC 3
1. EXISTING CONDITIONS SHOWN HEREON ARE BASED ON RECORD DRAWING
INFORMATION PROVIDED BY THE GOVERNMENT AND ARE ACCURATE ONLY TO THE
LEVEL IMPLIED BY THIS METHOD. A DESIGN TOPOGRAPHIC SURVEY HAS NOT BEEN
PERFORMED FOR THIS PROJECT. FIELD VERIFY ALL SITE IMPROVEMENTS, SITE
FEATURES, GRADES, AND UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY THE
CONTRACTING OFFICER OF DISCREPANCIES PRIOR TO CONSTRUCTION.
2. VERIFY UTILITIES IN THE AREA OF RENOVATION PRIOR TO THE COMMENCEMENT OF
WORK. PROTECT IN PLACE ALL UTILITY ITEMS WHETHER SHOWN HEREON OR NOT.
IF DAMAGED AS A RESULT OF DEMOLITION AND/OR CONSTRUCTION ACTIVITIES,
REPAIR DAMAGE AND RESTORE AREA TO A LIKE-NEW CONDITION.
3. COORDINATE WITH THE CONTRACTING OFFICER FOR ALL CONSTRUCTION ACTIVITIES
THAT MAY RESULT IN POTENTIAL DISRUPTIONS TO ONGOING OPERATIONS IN THE
PROJECT AREA.
4. REFER TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL
AND FIRE PROTECTION DRAWINGS FOR ADDITIONAL REQUIREMENTS AT THE
BUILDING.
5. PROVIDE CONSTRUCTION PERIOD BEST MANAGEMENT PRACTICES IN ACCORDANCE
WITH THE STATE OF ALASKA CONSTRUCTION GENERAL PERMIT.
(E) HANGAR B1171
TRUE
NORTH
PLAN
NORTH
(E) ASPHALT APRON
(E) PARKING
(E) LANDSCAPE
(E) LANDSCAPE
(E) LANDSCAPE
(E) LANDSCAPE
SCALE: 1" = 5'
ENLARGED PLAN - NORTHEAST
(E) WALK
(E) PAVEMENT
(E) FENCELINE
(E) FENCELINE
543.3±FF
543.3±FF
543.3±FF
EX FF = 543.3
(E) HANGAR B1171
EX FF = 543.3
(E) HANGAR B1171
EX FF = 543.3
(E) HANGAR B1171
EX FF = 543.3
543.3±FF
542.8±EG
542.4±EG
543.10GB
542.96FG
543.26FG
543.14FG
542.3±EG
542.1±EG
543.26FG
543.14FG
543.14FG
542.5±EG
543.25±EG
8' 38'
SCALE: 1" = 5'
ENLARGED PLAN - SOUTHEAST
SCALE: 1" = 5'
ENLARGED PLAN - NORTHWEST
SCALE: 1" = 5'
ENLARGED PLAN - SOUTHWEST
(E) ASPHALT APRON
8' 8'
| C-1.1-C101 |
| C-1.1-C401 |
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