IFB - Reseal Joints at Nervino Airport and Rogers Field
| Agency: | Plumas County Government |
|---|---|
| State: | California |
| Type of Government: | State & Local |
| NAICS Category: |
|
| Posted Date: | Mar 13, 2026 |
| Due Date: | Apr 15, 2026 |
| Original Source: | Please Login to View Page |
| Contact information: | Please Login to View Page |
| Bid Documents: | Please Login to View Page |
| Bid Title: |
IFB - Reseal Joints at Nervino Airport and Rogers Field
|
| Category: | Plumas County Bids |
| Status: | Open |
|
Attachment Preview
COUNTY OF PLUMAS
PLUMAS COUNTY AIRPORTS
CONSTRUCTION PLANS FOR:
RESEAL JOINTS IN AIRFIELD PAVEMENTS
SCHEDULE A
NERVINO AIRPORT
RESEAL JOINTS IN PAVEMENTS - TAXIWAYS, APRON 1, AND HANGAR TAXILANES
AIP No. 3-06-0020-___-2026
SCHEDULE B
ROGERS FIELD
RESEAL JOINTS IN TAXIWAY A PAVEMENTS
AIP No. 3-06-0040-___-2026
MARCH 2026
COUNTY OF PLUMAS
APPROVED FOR CONSTRUCTION:
RECORD DRAWINGS
REVIEWED BY:
DATE:
DATE:
DESIGNED BY:
6125 KING ROAD, SUITE 201 · LOOMIS, CALIFORNIA 95650 · (916) 652-4725
ED APMROOFNEBSRSAIONNAL
No. C 66558
Exp. 6-30-2026
ATE
C
OF
I
VIL
CAL
I
FORN
1
1
COUNTY OF PLUMAS
APPROVED FOR CONSTRUCTION:
RECORD DRAWINGS
REVIEWED BY:
COUNTY OF PLUMAS
CONSTRUCTION PLANS FOR:
BECKWOURTH - NERVINO AIRPORT
BECKWOURTH, CALIFORNIA
AIP No. 3-06-0020-__-2026
SHEDULE A
RESEAL JOINTS IN PAVEMENTS - TAXIWAYS,
APRON 1, AND HANGAR TAXILANES
MARCH 2026
SHEET INDEX
A1
COVER SHEET AND INDEX
A2
CONSTRUCTION SAFETY AND PHASING PLAN
A4
JOINT SEAL PLAN - TW AND APRON
A5
JOINT SEAL PLAN - TW AND APRON
A6
JOINT SEAL PLAN - TW AND APRON
A7
JOINT SEAL DETAILS
A8
MARKING PLAN - TW AND APRON
A9
MARKING PLAN - TW AND APRON
A10
MARKING PLAN - TW A
A11
MARKING PLAN - TW A AND MARKING DETAILS
DATE:
DATE:
DESIGNED BY:
6125 KING ROAD, SUITE 201 · LOOMIS, CALIFORNIA 95650 · (916) 652-4725
ED APMROOFNEBSRSAIONNAL
No. C 66558
Exp. 6-30-2026
ATE
C
OF
I
VIL
CAL
I
FORN
A1
SCHEDULE A
11
X
X
X
X
X
X
X
X
NERVINO CTAF: 122.800
WINDCONE
ROFA
RSA
ROFA
RSA
ROFA
RSA
ROFA
RSA
X
X
ROFA
RSA
ROFA
RSA
ROFA
RSA
ROFA
RSA
ROFA
ROFA
RSA
RSA
RUNWAY 8-26
ROFA
RSA
ROFA
RSA
ROFA
RSA
ROFA
RSA
AWOS
ROFA
RSA
200
0 100 200
SCALE: 1"=200'
ROFA
RSA
ROFA
RSA
AIRPORT SERVICE
ROAD
B2
3 XXXX
ROFA
BEACON
3
ROFA
3
C5
3 XXXX
ROFA
3 TOFA
XXXXXXXXXXXXXX
3
3
ROFA
TOFA
2
6
D X X X
2
8
ROFA
2
ROFA
2
TOFA
ROFA
TOFA
2
ROFA
TOFA
1 TOFA
ROFA
E 9 1 XXX
11
TOFA
ROFA
ROFA
TOFA
ROFA
2
TOFA
TAXIWAY A
TOFA
CONTRACTOR'S STAGING
& STORAGE AREA
TOFA
ROFA
1
TOFA
ROFA
TOFA
ROFA
TOFA
PAPI
TOFA
ROFA
F 12
XXXXXX 1
ROFA
TOFA
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
CA HWY 70
HAUL ROUTE ELECTRICAL VAULT
FUEL ISLAND
CONTRACTOR'S GATE
& TANKS
ENDGLIENYEER
STA
PHASE
1A
2A
3A
WORK PHASING SCHEDULE
CONTRACTOR'S WORK AREA
CRACK SEAL
TAXIWAY A EAST OF TEE HANGAR TAXILANES
FACILITY CLOSURE
TAXIWAY A EAST OF TEE HANGAR TAXILANES, TAXIWAY
E AND F.
CRACK SEAL
TAXIWAY A WEST OF TAXIWAY D TO TAXIWAY E AND TEE HANGAR TAXILANES
TAXIWAY A FROM TAXIWAY D TO TAXIWAY E, TAXIWAY D
AND TEE HANGAR TAXILANES
CRACK SEAL
TIEDOWN APRON WEST OF FUEL ISLAND
TAXIWAY A AND APRON FROM FUEL FARM TO WEST
END OF APRON AND TAXIWAYS B & C.
1B
REMARK PAVEMENTS
TAXIWAY A EAST OF TEE HANGAR TAXILANES
2B
REMARK PAVEMENTS
TAXIWAY A WEST OF TAXIWAY D TO TAXIWAY E AND TEE HANGAR TAXILANES
3B
REMARK PAVEMENTS
TIEDOWN APRON WEST OF FUEL ISLAND
TAXIWAY A EAST OF TEE HANGAR TAXILANES, TAXIWAY
E AND F.
TAXIWAY A FROM TAXIWAY C TO TAXIWAY E, TAXIWAY D
AND TEE HANGAR TAXILANES
TAXIWAY A AND APRON FROM FUEL FARM TO WEST
END OF APRON AND TAXIWAYS B & C.
RESTRICTIONS
MINIMUM NOTICE OF 2 WEEKS PRIOR TO CLOSURE. WORK IN PHASE 1A
COMPLETED BEFORE CLOSING PHASE 2A. AIRCRAFT BACK TAXI ON
RUNWAY FROM TAXIWAY D FOR RW 26 DEPARTURE.
COMPLETE WORK PHASE 2A BEFORE MOVING TO PHASE 3A. AIRCRAFT BACK
TAXI ON RUNWAY BETWEEN TAXIWAY C AND E.
COMPLETE WORK PHASE 3A BEFORE MOVING TO PHASE 1B. AIRCRAFT BACK
TAXI ON RUNWAY FROM TAXIWAY D TO RW 8. NO VEHICLE ACCESS TO WEST
PORTION OF APRON. TEMPORARILY RELOCATE MEDIVAC HELICOPTER TO EAST
PORTION OF APRON.
MINIMUM NOTICE OF 2 WEEKS PRIOR TO CLOSURE. WORK IN PHASE 1B
COMPLETED BEFORE CLOSING PHASE 2B. AIRCRAFT BACK TAXI ON
RUNWAY FROM TAXIWAY D FOR RW 26 DEPARTURE.
COMPLETE WORK PHASE 2B BEFORE MOVING TO PHASE 3B. AIRCRAFT BACK
TAXI ON RUNWAY BETWEEN TAXIWAY C AND E.
AIRCRAFT BACK TAXI ON RUNWAY FROM TAXIWAY D TO RW 8. NO VEHICLE
ACCESS TO WEST PORTION OF APRON. TEMPORARILY RELOCATE MEDIVAC
HELICOPTER TO EAST PORTION OF APRON.
NOTES:
1. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE SECURITY, SAFETY AND
CLEANLINESS OF THE CONTRACTOR'S STORAGE AREA AT ALL TIMES.
2. CONTRACTOR SHALL MAINTAIN HAUL ROAD AND PAVED SURFACES CLEAR OF
DEBRIS AT ALL TIMES. RUNWAY AND TAXIWAYS SHALL BE MAINTAINED BROOM
CLEAN.
3. AIRPORT OWNER WILL PROVIDE A QUALIFIED FLAGGER TO MONITOR AIRPORT
FREQUENCY 122.80 MHZ AND OBSERVE AIRCRAFT OPERATIONS WHEN
CONTRACTOR IS WORKING NEAR ACTIVE TAXIWAYS AND RUNWAYS.
4. THIS PROJECT IS BID WITH A SIMILAR SCOPE PROJECT AT ROGERS FIELD.
CONTRACTOR SHALL COMPLETE EACH PHASE OF WORK AT ROGERS FIELD
PRIOR TO STARTING WORK AT BECKWOURTH NERVINO AIRPORT. IF A FIRE
EVENT OCCURS WHICH REQUIRES USFS FIRE FIGHTING OPERATIONS AT ROGERS
FIELD, WORK MAY BE REQUIRED TO BE SHIFTED TO BECKWOURTH NERVINO
AIRPORT. CONTRACTOR WILL BE ALLOWED 10 WORKING DAYS TO COMPLETE
WORK AT BECKWOURTH NERVINO AIRPORT. ALL WORKING DAYS MUST BE
CONSECUTIVE UNLESS WORK IS SHIFTED TO ROGERS FIELD. NO WORK WILL BE
PERFORMED ON SATURDAY OR SUNDAY.
5. TAXIWAY AND APRON CLOSURE SHALL OCCUR FOR EACH PHASE OF WORK.
WORK OPERATIONS ARE:
(1) JOINT SEAL
(2) REMARK PAVEMENT MARKINGS
PAVEMENT MARKING WILL OCCUR AFTER THE COMPLETION OF ALL JOINT
SEALING. ALL SEALING, RESEALING AND SEALING TOP-OFF WILL BE COMPLETED
PRIOR TO CONTRACTOR MOVING TO NEXT WORK PHASE. CONTRACTOR SHALL
SUBMIT WORK SCHEDULE AT PRE-CONSTRUCTION MEETING OR TWO WEEKS
PRIOR TO START OF WORK, WHICHEVER IS GREATER. AIRPORT MANAGER WILL
ISSUE THE APPROPRIATE NOTAMS FOR THE TAXIWAYS AND APRON CLOSURES.
6. RUNWAY SHALL BE OPEN AND FULLY OPERATIONAL AT ALL TIMES.
7. CONTRACTOR SHALL FURNISH, ERECT & MAINTAIN LIGHTED BARRICADES AT
THE BOUNDARY OF EACH WORK AREA ONLY WHEN AN AREA IS CLOSED TO
KEEP AIRCRAFT OR VEHICLES FROM ENTERING THE CONTRACTOR'S WORK
AREAS AND THE CONTRACTOR'S PERSONNEL & EQUIPMENT FROM OCCUPYING
ANY OF THE AREAS OPEN FOR AIRCRAFT OPERATIONS. CONTRACTOR SHALL
SUPPLY SUFFICIENT AMOUNT OF BARRICADES TO MAINTAIN A MAXIMUM
DISTANCE BETWEEN BARRICADES OF 4 FEET. NO WORK SHALL BEGIN UNTIL
BARRICADES ARE ERECTED IN AREA CONTRACTOR IS WORKING.
8. CONTRACTOR SHALL VERIFY LOCATION AND PROTECT EXISTING UTILITIES.
SHOULD CONTRACTOR ENCOUNTER & DAMAGE A WATERLINE ON THE
AIRPORT THEY SHALL IMMEDIATELY NOTIFY THE LOCAL FIRE DEPARTMENT.
9. IN CASE OF AN AIRCRAFT EMERGENCY THE AREA AROUND THE AIRCRAFT SHALL
BE EVACUATED AND NOT REENTERED BY THE CONTRACTOR WITHOUT GIVEN
PERMISSION EXCEPT FOR LIFESAVING ACTIVITIES
10. ALL GATES USED BY THE CONTRACTOR SHALL REMAIN CLOSED AT ALL TIMES
EXCEPT WHEN AUTHORIZED EQUIPMENT IS ACTUALLY ENTERING THE AIRPORT
OR GATE IS CONTINUOUSLY GUARDED TO KEEP UNAUTHORIZED PERSONNEL
AND WILDLIFE FROM ENTERING THE AIRPORT.
11. ALL EQUIPMENT OPERATING DURING DAYLIGHT HOURS SHALL BE EQUIPPED
WITH AN ORANGE AND WHITE CHECKERED FLAG OR FLASHING AMBER
BEACON.
12. CONTRACTOR WILL BE RESPONSIBLE FOR DUST AND EROSION CONTROL
DURING THE DURATION OF THE PROJECT. ALL TRASH SHALL BE PLACED IN
WASTE CONTAINERS TO PREVENT THE ATTRACTION OF WILDLIFE. WASTE
CONTAINERS SHALL BE EQUIPPED WITH LIDS AND SECURED AT ALL TIMES. NO
TRASH OR DEBRIS SHALL BE LEFT ONSITE BY CONTRACTOR.
13. TAXIING AIRCRAFT WILL HAVE RIGHT OF WAY OVER CONTRACTOR'S VEHICLES
AT ALL TIMES.
CLOSED FACILITY SIGNAGE TABLE
SIGN
NUMBER
2
SIGN FACE
EAST
WEST
B
CLOSURE
PHASE
3
3
C
3
5
C
3
6
D
2
8
D
2
9
E
1
11
E
1
12
F
1
LEGEND
X
RSA
ROFA
TOFA
2 XXXXXX
3
1
2
3
CONTRACTOR'S STORAGE AREA
EXISTING PAVEMENT
EXISTING FENCE
RUNWAY SAFETY AREA
RUNWAY OBJECT FREE AREA
TAXIWAY OBJECT FREE AREA
HAUL ROAD
ARFF ACCESS ROUTE
BARRICADE, PHASE IDENTIFICATION
COVER EXISTING SIGN (SEE TABLE)
TAXIWAY A - PHASE 1
TAXIWAY A AND TEE HANGAR TAXIWAYS - PHASE 2
TAXIWAY A AND WEST APRON - PHASE 3
PHASING NOTES:
1. CONTRACTOR SHALL FURNISH, PLACE, MAINTAIN & REMOVE
BARRICADES AS NEEDED.
2. THERE ARE THREE WORK AREAS FOR THIS PROJECT.
WORK AREA 1 IS TAXIWAY A AS SHOW ON THE PLANS.
WORK AREA 2 IS TAXIWAY A AND TEE HANGAR TAXILANES
WORK AREA 3 IS APRON FROM FUEL FARM TO WEST END
3. NO WORK SHALL BEGIN UNTIL ALL BARRICADES HAVE BEEN INSTALLED
TO CLOSE THE WORK AREA AS SHOWN ON THE PLAN FOR EACH PHASE.
4. PHASE 1A, 1B, 2A, 2B, 3A, AND 3B WILL REQUIRE CLOSURE OF PORTION
OF TAXIWAY A AND CROSS TAXIWAYS. CLOSURE OF TAXIWAY A MAY
REQUIRE AIRCRAFT TO BACK TAXI ON THE RUNWAY IN ORDER TO
RELOCATE FROM ONE END OF THE AIRPORT TO THE OTHER.
5. CONTRACTOR SHALL GIVE AIRPORT 2 WEEKS NOTICE PRIOR TO START
OF CONSTRUCTION.
6. PHASES 1, 2, OR 3 MUST BE CLOSED AND BARRICADED AT THE START OF
EACH DAY'S WORK AND REOPENED WITH BARRICADES REMOVED AT
THE END OF EACH DAY'S WORK. ONLY ONE PHASE MAY BE CLOSED AT A
TIME.
96" (84" WHEN CONNECTED)
SAFETY ORANGE PRISMATIC REFLECTOR
WHITE PRISMATIC REFLECTOR
SOLAR WARNING LIGHT
FORK LIFT GROOVE
SAFETY ORANGE
WATER RELEASE PLUG
10" WATER-FILLED BARRICADE
NOT TO SCALE
BARRICADE NOTES:
1. CONTRACTOR WILL FURNISH, INSTALL, AND MAINTAIN PLASTIC WATER-FILLED LIGHTED
BARRICADES.
2. EACH BARRICADE SHALL HAVE 2 SOLAR-POWERED LIGHTS WITH RED LENSES EACH CONTROLLED
BY PHOTOCELLS SUCH THAT THEY ARE ON CONTINUOUS AT NIGHT AND OFF BY DAY.
3. BARRICADES SHALL BE SECURED IF NECESSARY TO RESIST MOVEMENT FROM JET BLASTS OR
PROP BLAST.
4. LOCATE BARRICADES AS SHOWN ON THE PLAN AND DIRECTED BY RESIDENT PROJECT
REPRESENTATIVE. SPACING BETWEEN BARRICADES SHALL NOT EXCEED 4 FEET. SEE THIS SHEET
FOR LOCATIONS.
5. AT THE COMPLETION OF EACH WORK SHIFT, ALL BARRICADES SHALL BE DRAINED OF WATER
AND REMOVED FROM THE AIRPORT.
SCHEDULE A
DATE
3/11/26
DRAWN
RB
CHECKED
DB
PROJECT No.
02.15
FILE
0214.02.CSPP
SCALE
1"=200'
SHEET No.
A2 OF 11
200
0 100 200
SCALE: 1"=200'
X
X
X
X
X
X
PACS
PID DF5269
NAVD88 EL. 4899.2
N10187.33
E9990.24
X
X
X
NOTES:
1. THE BASIS OF THE BEARING FOR THIS PROJECT IS THE CENTERLINE OF RUNWAY 8-26
WHICH BEARS WEST-EAST. END OF RUNWAY 8 IS HELD AS N10,000, E9,983.06.
2. ALL MEASUREMENTS, PROJECT COORDINATES, AND STATION VALUES SHOWN ARE
GROUND DISTANCES, UNITS ARE IN US SURVEY FEET.
LEGEND
X
RSA
ROFA
RPZ
TOFA
CONTRACTOR'S STORAGE AREA
EXISTING PAVEMENT
EXISTING FENCE
RUNWAY SAFETY AREA
RUNWAY OBJECT FREE AREA
RUNWAY PROTECTION ZONE
TAXIWAY OBJECT FREE AREA
TAXIWAY A - PHASE 1
TAXIWAY A AND TEE HANGAR TAXIWAYS - PHASE 2
TAXIWAY A AND WEST APRON - PHASE 3
ENDGLIENYEER
STA
SACS
END RUNWAY
PID DF5270
RPZ
N10000.00
E9983.06
WINDCONE
N10000.00
NAVD88 EL. 4892.7
N9882.30
N10000.00
RPZ
E10460.67
E11113.77
E11247.37
N10000.00
E12600.45
AWOS
END RUNWAY
N10000.00
E14635.34
ROFA
ROFA
ROFA
ROFA
ROFA
ROFA
ROFA
ROFA
ROFA
ROFA
ROFA
ROFA
ROFA
ROFA
ROFA
ROFA
ROFA
RSA
RSA
RSA
RSA
RSA
RSA
RSA
RSA
RSA
RSA
RSA
RSA
RSA
RSA
RSA
RSA
RSA
RUNWAY 8-26
B
C
D
E
F
TOFA
TOFA
TOFA
TOFA
TOFA
TOFA
TOFA
ROFA
ROFA
ROFA
ROFA
ROFA
ROFA
ROFA
ROFA
ROFA
ROFA
ROFA
ROFA
ROFA
ROFA
ROFA
ROFA
ROFA
TOFA
TOFA
RPZ
AIRPORT SERVICE
ROAD
BEACON
TOFA
TOFA
TOFA
SACS
TAXTOFIAWAY A
TOFA
TOFA
PAPI
TOFA
PID DF5271
NAVD88 EL. 4891.5
CONTRACTOR'S STAGING
& STORAGE AREA
N9901.72
E12491.62
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
CA HWY 70
ELECTRICAL VAULT
CONTRACTOR'S GATE
FUEL ISLAND
& TANKS
BENCHMARK DISK
G 143 1932
NAVD88 EL. 4890.70
N9581.15
E12816.63
RPZ
X
SCHEDULE A
DATE
3/11/26
DRAWN
RB
CHECKED
DB
PROJECT No.
02.15
FILE
0214.03.Coord
SCALE
1"=200'
SHEET No.
A3 OF 11
LEGEND:
N6000.000
E5000.000
AIRPORT GRID COORDINATE
EXISTING EDGE OF PAVEMENT
EXISTING JOINTS
EXISTING JOINTS TO BE RESEALED
(TYPE A, B OR C, SEE SHEET A7 FOR DETAILS)
GENERAL NOTES:
1. SEE SHEET NO. A7 FOR JOINT RESEALING DETAILS.
2. RESIDENT PROJECT REPRESENTATIVE(RPR) WILL DESIGNATE IN THE FIELD WHICH
JOINTS ARE TO BE RESEALED AS TYPE A, B, C, OR D.
3. IT IS ESTIMATED THAT THE JOINT TYPE A (ASTM D8260 TYPE 2) WILL REQUIRE A 5"
WIDE APPLICATION SPREADER BOX.
4. ALL SINK HOLES OR LOW AREAS MUST BE RESEALED OR TOPPED OFF BY
CONTRACTOR SUCH THAT THERE ARE NO LOW AREAS OF SEALANT AT THE END OF
THE PROJECT.
5. CONTRACTOR WILL COMPLETE ALL SEALING, RESEALING AND TOP OFF BEFORE
REMOVING BARRICADES AND ESTABLISHING THE NEXT PHASE OF WORK. SEE SHEET
A2 FOR PHASING DETAILS.
6. ALL WORK AREAS SHALL BE CLEANED OF ALL DEBRIS AND OPENED TO AIRCRAFT
TRAFFIC EACH NIGHT. BARRICADES SHALL BE REMOVED AT THE END OF EACH DAY
AND REPLACED PRIOR TO THE NEXT DAYS WORK.
X
40
0 20 40
SCALE: 1"=40'
THIS SHEET
X
X
N
X
RUNWAY 8-26
ENDGLIENYEER
STA
52.00'
4 SPACES
@ 13.00'
60.70'
4 SPACES
@ 15.18'
28.32'
2 SPACES
@ 14.16'
45.30'
3 SPACES
@ 15.10'
40.00'
3 SPACES @ 13.33'
179.16'
12 SPACES
@ 14.93'
67.54'
4 SPACES
@ 16.89'
52.00'
4 SPACES
@ 13.00'
15.49'
40.00'
3 SPACES
@ 13.33'
16.56'
TAXIWAY A
58.56'
4 SPACES
@ 14.64'
49.82'
8 SPACES
@ 14.18'
60.74'
4 SPACES
@ 15.18'
120.87'
8 SPACES
@ 15.10'
X
X
X
X
X
X
X
X
X
X
X
X
X
10.49'
X
SCHEDULE A
DATE
3/11/26
DRAWN
RB
CHECKED
DB
PROJECT No.
02.15
FILE
0214.04.Joints
SCALE
1"=40'
SHEET No.
A4 OF 11
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