A 03 Final Dwgs - Rpr Apron 2022.pdf
PDF 2 MB Posted
- Attached to
- Repair Apron 22 Federal contract opportunity
- Solicitation number
- W912LM22R1002
About this file
This pre-solicitation notice seeks proposals for a firm fixed-price contract to provide pavement marking and concrete joint sealant replacement work at the Duluth National Guard Base in Minnesota. The scope of work includes repainting taxi lines, markings, and installing additional joint sealants. Optional items include further joint sealant replacement and replacing three concrete panels. The magnitude is estimated between $250,000 to $500,000 with a 30-day period of performance. The solicitation is set aside for small businesses and issued under NAICS code 236220. The pre-proposal conference is scheduled for August 10th with questions due by August 21st and proposals due August 24th. The source selection will be based on best value considering past performance and price without discussions. Interested parties must register in SAM.gov to access solicitation documents posted electronically.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| B 07 Preproposal Conference 148th.pptx | PPTX presentation | |
| Pre-Bid Roster - Apron 2022.pdf | ||
| B 08 W912LM-22-R-1002 Rpr Apron 22 Ammendment 01.pdf | ||
| B 08 W912LM-22-R-1002 Rpr Apron 22 Ammendment 01.pdf | ||
| Revised 32 1314 Concrete Paving for Airfields.pdf | ||
| EXHIBIT B Ld (Attachment).docx | DOCX document | |
| EXHIBIT D Letter of Commitment Ld (Attachment).docx | DOCX document | |
| B 08 W912LM-22-R-1002 Rpr Apron 22.pdf | ||
| EXHIBIT A Sm Arms (Attachment).docx | DOCX document | |
| EXHIBIT C Reference_Questionnaire_Package NEW Ld (Attachment).docx | DOCX document | |
| B 08 Release Form 66 Rpr Apron22.pdf | ||
| A 03 Specification - Rpr Apron 2022.pdf |
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FOD
FOD
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ECP
NO DATEREVISION
148TH FIGHTER WING
CIVIL ENGINEER SQUADRON
4630 MUSTANG DRIVE
DULUTH, MN 55811
THIS SQUARE APPEARS
1/2" X 1/2" ON FULL SIZE
SHEETS
TITLE SHEET AND
LOCATION MAP
DRAWING TITLE:
DRAWN BY: BHH
CHECKED BY: JVS
DRAWING NO:
G0.00
REPAIR APRON
PROJECT NAME:
FMKM222003
PROJECT NUMBER:
Scale:
LOCATION MAP
1" = 500'
REPAIR APRON 2022
MINNESOTA AIR NATIONAL GUARD
148TH FIGHTER WING
MNANG CONTACTS
BASE CIVIL ENGINEER
JOSEPH SOLBERG Maj 218-788-7339
DEPUTY BASE CIVIL ENGINEER
BENJAMIN HAYES Capt 218-788-7885
CONTRACTING OFFICER
MR. DRUE GLAZE Civ 320-616-2752
ENVIRONMENTAL MANAGEMENT
RYAN BLAZEVIC Lt Col 218-788-7868
MR. AJ PETERSEN Civ 218-788-7720
OPERATIONS MANAGEMENT
RYAN HALL MSgt 218-788-7293
MATT HAYES MSgt 218-788-7292
MR. RYAN MARPLE Civ 218-788-7555
FACILITY MANAGER
DOUG ION CMSgt 218-788-7408
FIRE DEPARTMENT 218-788-7434
BASE DEFENSE OPERATIONS CENTER 218-788-7442
MAIN ENTRY GATE 218-788-7390
AIRPORT RD.
B U
L L
D O
G
B
L V
D
MAIN ENTRY GATE
AREA OF WORK
RIDGEVIEW RD.
DULUTH INTERNATIONAL
AIRPORT
01 FINAL 20 APR 22
DRAWING INDEX
TITLE SHEET & LOCATION MAPG0.00
PAVEMENT MARKING PLAN - RAMPC1.01
PAVEMENT MARKING PLAN - TOW WAYC1.02
JOINT SEALANT REPAIR - AREA 1C1.03
APRON CONCRETE REPAIR PLANC1.05
GENERAL CONSTRUCTION NOTES
1. CONTRACTOR SHALL PROTECT FROM DAMAGE ALL EXISTING PAVEMENTS
TO REMAIN. ANY PAVEMENTS DAMAGED BY THE CONTRACTOR SHALL BE
REPAIRED BY THE CONTRACTOR AT NO COST TO THE OWNER.
2. CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING
UTILITIES PRIOR TO COMMENCING WORK, AND AGREES TO BE FULLY
RESPONSIBLE FOR ANY AND ALL UNDERGROUND UTILTIES. UTILIZE THE
ONE CALL EXCAVATION NOTICE SYSTEM OF "GOPHER ONE CALL" AT
1-800-252-1166.
FOREIGN OBJECT DAMAGE (FOD) PROTECTION
1. CONTRACTOR SHALL PROVIDE FOD ORIENTATION BRIEFING TO ALL
EMPLOYEES HAVING ACTIVITY ON OR ADJACENT TO AIRCRAFT PAVEMENTS.
2. NO CONSTRUCTION MATERIALS OR EQUIPMENT SHALL BE STORED OR
PLACED OUTSIDE OF THE TEMPORARY CONSTRUCTION BARRICADES
WITHOUT APPROVAL FROM THE CONTRACTING OFFICER.
3. TEMPORARY CONSTRUCTION BARRICADES SHALL BE PROVIDED BY
GOVERNMENT AS REQUIRED. CONTRACTOR IS RESPONSIBLE FOR
INSTALLING AND REMOVING BARRICADES WHERE SHOWN ON THE PLANS.
4. CONTRACTOR SHALL SECURE ALL MATERIALS STORED ON SITE TO
PREVENT BEING CARRIED BY WIND OR AIRCRAFT EXHAUST ONTO AIRFIELD
SURFACES.
5. CONTRACTOR SHALL KEEP THE SITE CLEAN AND IN A CONDITION
SATISFACTORY TO THE CONTRACTING OFFICER. SPECIAL ATTENTION TO
DUST CONTROL IS REQUIRED DURING CONCRETE SAWING AND DEMOLITION
OPERATIONS OR WHEN WIND AND WATER CONDITIONS CAUSE EXCESSIVE
BLOWING OF DUST.
00 500 1000 1500
1" = 500'-0"
JOINT SEALANT REPAIR - AREA 9C1.04
MARKING DETAILSC5.01
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EDGE LINE
4" WHITE LINE
4" WHITE VEHICLE LANES
C5.01
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C5.01
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SHOULDER LINE
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C5.01
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L Y
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C5.01
4" WHITE LINE
C5.01
RED APRON
SECURITY LINE
C5.01
DOUBLE YELLOW
SHOULDER LINE
A
A
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C5.01
YELLOW HANGAR
BOUNDARY LINE (TYP)
PAVEMENT
MARKING PLAN -
RAMP
NO DATEREVISION
148TH FIGHTER WING
CIVIL ENGINEER SQUADRON
4630 MUSTANG DRIVE
DULUTH, MN 55811
THIS SQUARE APPEARS
1/2" X 1/2" ON FULL SIZE
SHEETS
DRAWING TITLE:
DRAWN BY: BHH
CHECKED BY: JVS
DRAWING NO:
C1.01
REPAIR APRON
PROJECT NAME:
FMKM222003
PROJECT NUMBER:
01 FINAL 20 APR 22
GENERAL NOTES
1. BOLD INDICATES LINES AND MARKINGS TO BE REPAINTED.
2. APRON 6" SECURITY LINE SHALL BE PAINTED RED,
NON-REFLECTORIZED.
3. REPAINT ECP MARKINGS AS SHOWN, NON-REFLECTORIZED. SEE
DETAIL 1, C5.01.
4. REPAINT FOD MARKINGS AS SHOWN, REFLECTORIZED. SEE DETAIL
3, C5.01.
5. REPAINT ALL GROUNDING POINTS, NON-REFLECTORIZED. SEE
DETAIL 4, C5.01.
6. REPAINT ALL FIRE BOTTLE LOCATIONS, NON-REFLECTORIZED. SEE
DETAIL 6, C5.01.
7. REPAINT ALL DTOS CHECK LOCATIONS, NON-REFLECTORIZED. SEE
DETAIL 5, C5.01.
8. REPAINT 6" YELLOW TAXI LINES AND SHOULDER LINES AS SHOWN,
REFLECTORIZED.
9. REPAINT 4" WHITE PARKING LINES WITHIN A-ROW AND B-ROW,
REFLECTORIZED.
10. REPAINT ALL NOSE WHEEL AND PARKING SPOT IDENTIFIERS,
REFLECTORIZED. SEE DETAIL 10, C5.01.
11. WHERE DIFFERENT COLOR LINES INTERSECT, ADHERE TO
FOLLOWING PRECEDENCE FOR BREAKS: (1) RED, (2) YELLOW, (3)
WHITE.
12. SEE SHEET C5.01 FOR MARKING DETAILS.
13. "TOW ONLY" SHALL BE 24" HIGH WHITE LETTERS. TOW WAY
CENTERLINE TO BE 6" WIDE WHITE LINES, REFLECTORIZED.
Scale:
PAVEMENT MARKING PLAN - RAMP
1" = 60'
00 60 120 180
1" = 60'-0"
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STOP BAR
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STOP BAR
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4" WHITE LINE
6" WHITE
TAXI LINE
6" WHITE
TAXI LINE
6" DOUBLE YELLOW
SHOULDER LINES
PAVEMENT
MARKING PLAN -
TOW WAY
NO DATEREVISION
148TH FIGHTER WING
CIVIL ENGINEER SQUADRON
4630 MUSTANG DRIVE
DULUTH, MN 55811
THIS SQUARE APPEARS
1/2" X 1/2" ON FULL SIZE
SHEETS
DRAWING TITLE:
DRAWN BY: BHH
CHECKED BY: JVS
DRAWING NO:
C1.02
REPAIR APRON
PROJECT NAME:
FMKM222003
PROJECT NUMBER:
01 FINAL 20 APR 22
Scale:
PAVEMENT MARKING PLAN - TOW WAY
1" = 60'
GENERAL NOTES
1. BOLD INDICATES LINES AND MARKINGS TO BE REPAINTED.
2. PAINT FOD MARKINGS AS SHOWN, REFLECTORIZED. SEE
DETAIL 3, C5.01.
3. REPAINT ALL GROUNDING POINTS, NON-REFLECTORIZED.
SEE DETAIL 4, C5.01.
4. REPAINT 6" YELLOW TAXI LINE AND DOUBLE SHOULDER
LINES ON TAXIWAY FOXTROT AS SHOWN, REFLECTORIZED.
5. PAINT 6" WHITE TAXI LINE ON TOW WAY, REFLECTORIZED.
6. PROVIDE 6" SPACING BETWEEN DOUBLE YELLOW EDGE
LINES, REFLECTORIZED.
7. SEE C5.01 FOR MARKING DETAILS.
00 60 120 180
1" = 60'-0"
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END OF WORK (TYP)
BASE BID:
BOLD INDICATES JOINTS TO BE RESEALED (SEE DETAIL 2/C1.05)
TOTAL REPAIR AREA APPROX. 8,700 LF
CONTRACTOR TO FIELD VERIFY
CONTRACTOR ACCESS
POINT
TAXIW
AY HOTEL
T
A
X
I
W
H
O
JOINT SEALANT
REPLACEMENT
AREA 1
Scale:
BASE BID - JOINT SEALANT REPLACEMENT PLAN (AREA 1)
1" = 40'
NO DATEREVISION
148TH FIGHTER WING
CIVIL ENGINEER SQUADRON
4630 MUSTANG DRIVE
DULUTH, MN 55811
THIS SQUARE APPEARS
1/2" X 1/2" ON FULL SIZE
SHEETS
DRAWING TITLE:
DRAWN BY: BHH
CHECKED BY: JVS
DRAWING NO:
C1.03
REPAIR APRON
PROJECT NAME:
FMKM222003
PROJECT NUMBER:
FINAL 20 APR 22
0 800 40 120
1" = 40'-0"
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220A
220B
TAXIWAY FOXTROT
INSTALLATION PROPERTY BOUNDARY
220C
BID OPTION 01:
BOLD INDICATES JOINTS TO BE RESEALED (SEE DETAIL 2/C1.05)
TOTAL REPAIR AREA APPROX. 11,900 LF
CONTRACTOR TO FIELD VERIFY
END OF WORK (TYP)
RESEAL ASPHALT-PCC
INTERFACE
BID OPTION 02:
BOLD INDICATES JOINTS TO BE RESEALED (SEE DETAIL 2/C1.05)
TOTAL REPAIR AREA APPROX. 2,500 LF
CONTRACTOR TO FIELD VERIFY
JOINT SEALANT
REPLACEMENT
AREA 9 / HUSH
HOUSE
Scale:
BID OPTION 01 - JOINT SEALANT REPLACEMENT PLAN (AREA 9)
1" = 40'
NO DATEREVISION
148TH FIGHTER WING
CIVIL ENGINEER SQUADRON
4630 MUSTANG DRIVE
DULUTH, MN 55811
THIS SQUARE APPEARS
1/2" X 1/2" ON FULL SIZE
SHEETS
DRAWING TITLE:
DRAWN BY: BHH
CHECKED BY: JVS
DRAWING NO:
C1.04
REPAIR APRON
PROJECT NAME:
FMKM222003
PROJECT NUMBER:
FINAL 20 APR 22
Scale:
BID OPTION 02 - JOINT SEALANT REPLACEMENT PLAN (HUSH HOUSE)
1" = 30'
0 800 40 120
1" = 40'-0"
0 600 30 90
1" = 30'-0"
BLAST WALL
SAW CONTROL JOINTS
DOWELED JOINT (TYP)
15'
SAW CONTROL JOINT
EXISTING DOWELED JOINT
1/2" - 5/8" t o x
W
W
D
DEPTH OF INITIAL
SAWCUT
BACKER
MATERIAL
INITIAL SAWCUT (1/8")
POURED JOINT SEALER
RECESS 1/8" MIN, 3/8" MAX
PAVEMENT SURFACE
PAINT AND OIL ONE
END OF DOWEL
1 4
1 2
SEE DETAIL 2
DOWEL MAY BE ONE PIECE
OR THREADED SPLIT-TYPE
NOTE:
1. DOWELS SHALL BE 1
" x 18" @ 12" O.C.
2. SEE SECTION 32 1314.13 FOR ALL REQUIREMENTS.
PAVEMENT
TO
REMAIN
PAVEMENT TO
BE REMOVED
FULL DEPTH SAWCUTS
24"
NOTE:
1. SEE SECTION 32 1314.13 FOR ALL REQUIREMENTS.
APRON
CONCRETE
REPAIR PLAN
Scale:
BID OPTION 03, 04 - CONCRETE REPAIR PLAN
1" = 10'
NO DATEREVISION
148TH FIGHTER WING
CIVIL ENGINEER SQUADRON
4630 MUSTANG DRIVE
DULUTH, MN 55811
THIS SQUARE APPEARS
1/2" X 1/2" ON FULL SIZE
SHEETS
DRAWING TITLE:
DRAWN BY: BHH
CHECKED BY: JVS
DRAWING NO:
C1.05
REPAIR APRON
PROJECT NAME:
FMKM222003
PROJECT NUMBER:
01 FINAL 20 APR 22
LEGEND
REMOVE AND REPLACE 11.25" THICK
CONCRETE PANEL, UNREINFORCED.
GENERAL NOTES
1. PRIOR TO REMOVAL, SAWCUT ALL JOINTS TO FULL DEPTH OF
CONCRETE THICKNESS. AVOID OVERCUTS IN ADJACENT
PANELS TO REMAIN.
2. IF PANELS TO REMAIN ARE DAMAGED, REPLACE AS DIRECTED
BY CONTRACTING OFFICER AT NO COST TO GOVERNMENT.
3. MATCH EXISTING GRADES OF ALL ADJACENT CONCRETE
PANELS TO REMAIN.
4. PORTLAND CEMENT CONCRETE AND DOWEL BARS SHALL
CONFORM TO SECTION 32 1314.13.
5. CURING COMPOUND SHALL BE WHITE MEMBRANE,
CONFORMING TO SECTION 32 1314.13.
6. PREPARE AND SEAL ALL NEW JOINTS. JOINT SEALANT SHALL
BE DOW CORNING 890-SL, OR APPROVED EQUAL. SEE DETAIL
2.
7. PROVIDE PAINTED TAXIWAY MARKINGS ON NEW CONCRETE
PANELS TO MATCH EXISTING.
8. FINISH EDGE AT EXISTING JOINT FACE WITH 1/8" EDGER.
Scale:
CONTRACTION JOINT
NTS
Scale:
DOWELED JOINT
NTS
Scale:
DOUBLE SAWCUT REMOVAL
NTS
KEYED NOTES - BID OPTIONS
1. BID OPTION 03 - PROVIDE SEPARATE PRICING TO REPLACE (3)
CONCRETE PANELS AS SHOWN.
2. BID OPTION 04 - PROVIDE SEPARATE PRICING TO REPLACE (3)
CONCRETE PANELS AS SHOWN.
0 200 10 30
1" = 10'-0"
FOD 8
4"
1'-4"
4'-8"
6" x 3' RETROREFLECTIVE WHITE BARS, SEPARATED BY 6" GAPS
18" YELLOW CIRCLE
CENTERED ON EXIST GROUND POINT
DO NOT PAINT WITHIN GROUND POINT
GROUNDING POINT
EXST DRIVEWAY
OR WALKWAY
WIDTH AS REQUIRED
TOW
ONLY
DTOS CHECK TO BE
BLACK IN COLOR
WITH 3" WHITE
CIRCLE CENTERED
1'
4"
3'
It is unlawful to enter this area without
WARNING
Restricted Area permission of the Installation Commander.
Sec. 21, Internal Security Act of 1950; 50 U.S.C. 797
While on this Installation all personnel and the property under their control are subject to search.
Use of deadly force authorized.
2 1/4"
5"
4 1/4"
1"
2"
1 1/2"
1"
3/4"
1"
1"
3/4"
1 1/2"
1"
3/4"
1"
3/4"
1"
1 1/2"
1"
3'
A1
8" YELLOW LETTERS/NUMBERS
HELVETICA BOLD, OUTLINED WITH 1" WIDE BLACK
3 EA PER PARKING SPOT
A0, A14 ARE NOT PARKING SPOTS (NO NOSE WHEEL MARKING)
A-ROW WILL BE A1 THRU A13
B-ROW WILL BE B1 THRU B2
NOSE WHEEL 1' x 3'
LENGTH OF AIRCRAFT
DASHED LINE ON MOVEMENT SIDE SOLID LINE ON NON-MOVEMENT SIDE
BOTH LINES ARE 6"
WIDE WITH A 6" SPACE
BETWEEN
3'
3'
BLACK BACKGROUND
EXTEND 6" BEYOND
10'
1'
6" SPACE BETWEEN
HOLDING POSITION
MARKING & TAXIWAY
EDGE MARKING
T
O
AIRCRAFT HOLDING SIDE
TAXIWAY EDGE MARKING
DIRECTION OF TRAVEL
BLACK BACKGROUND
EXTEND 6" BEYOND
NOTE: ALL MARKING YELLOW EXCEPT BLACK BACKGROUND
3'
DASHES AND SPACES ARE 3'
LONG
6" TO 12"
AIRCRAFT HOLDING SIDE
TAXIWAY CENTERLINE
6" TO 12"
TAXIWAY EDGE MARKING
LINES AND SPACE
6" WIDE
DIRECTION OF TRAVEL
DISTANCE TO RUNWAY CENTERLINE
MEASURED FROM THE INTERSECTION
BETWEEN THE TAXIWAY CENTERLINE AND
THE LOWER NON-DASH YELLOW MARKING
4 LINES AND 3 SPACES
@12" WIDE EACH
BLACK BACKGROUND
EXTEND 6" BEYOND
27 27
REPAINT TO
MATCH EXISTING
ON TAXIWAY E
MARKING
DETAILS
NO DATEREVISION
148TH FIGHTER WING
CIVIL ENGINEER SQUADRON
4630 MUSTANG DRIVE
DULUTH, MN 55811
THIS SQUARE APPEARS
1/2" X 1/2" ON FULL SIZE
SHEETS
DRAWING TITLE:
DRAWN BY: BHH
CHECKED BY: JVS
DRAWING NO:
C5.01
REPAIR APRON
PROJECT NAME:
FMKM222003
PROJECT NUMBER:
01 FINAL 20 APR 22
Scale:
RESTRICTED AREA ECP
NTS Scale:
FOD MARKING
NTS Scale:
GROUNDING POINT MARKING
NTS
Scale:
DTOS CHECK MARKING
NTS Scale:
FIRE BOTTLE MARKING
NTS Scale:
R.A. WARNING SIGN MARKING
NTS Scale:
ILS HOLD LINE MARKING
NTS
Scale:
NON-MOVEMENT AREA MARKING
NTS Scale:
AIRCRAFT PARKING DESIGNATION
NTS
Scale:
TOW WAY MARKING
NTS
Scale:
RUNWAY HOLDING POSITION MARKING
NTS
6" RED LINE
| Sheets and Views |
| G0.00 |
| C1.01 MARKING PLAN - RAMP.pdf |
| Sheets and Views |
| C1.01 |
| C1.02 MARKING PLAN - TOW WAY.pdf |
| Sheets and Views |
| C1.02 |
| C1.03 JOINT SEALANT RPR AREA 1.pdf |
| Sheets and Views |
| C1.03 |
| C1.04 JOINT SEALANT RPR AREA 9.pdf |
| Sheets and Views |
| C1.04 |
| C1.05 CONCRETE REPAIR.pdf |
| Sheets and Views |
| C1.05 |
| C5.01 MARKING DETAILS.pdf |
| Sheets and Views |
| C5.01 |
| C1.04 JOINT SEALANT RPR AREA 9.pdf |
| Sheets and Views |
| C1.04 |
| C1.05 CONCRETE REPAIR.pdf |
| Sheets and Views |
| C1.05 |
| C1.05 CONCRETE REPAIR.pdf |
| Sheets and Views |
| C1.05 |
| C1.04 JOINT SEALANT RPR AREA 9.pdf |
| Sheets and Views |
| C1.04 |
| C5.01 MARKING DETAILS.pdf |
| Sheets and Views |
| C5.01 |
File details come from the government source that posted it. Updated .