Murray Field Airport (EKA) Rehabilitate RWY 12/30, TWY A, and TWY A1-A4

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Agency: Humboldt County
State: California
Level of Government: State & Local
Category:
  • 99 - Miscellaneous
Opps ID: NBD15320511028619728
Posted Date: Apr 17, 2024
Due Date: Apr 29, 2024
Solicitation No: AV-2024-01
Source: Members Only
Bid Number: AV-2024-01
Bid Title: Murray Field Airport (EKA) Rehabilitate RWY 12/30, TWY A, and TWY A1-A4
Category: Aviation
Status: Open

Description:

COUNTY OF HUMBOLDT

DEPARTMENT OF AVIATION

NOTICE TO BIDDERS

Attachment Preview

MURRAY FIELD AIRPORT (EKA)
EUREKA, CALIFORNIA
MURRAY FIELD
AIRPORT
PROJECT
LOCATION
VICINITY MAP
NOT TO SCALE
X
X
X
X
X
X
X
X
X
X
X
X
TAXIWAY B
X
X
X
SCHEDULE I
X
FOR BIDDING PURPOSES ONLY
NOT FOR CONSTRUCTION
AIP No. TBD
ACI No. 236967
APRIL 2024
DESIGNED BY:
DATE
38
04/04/2024
REGISTERED PROFESSIONAL ENGINEER
DATE
REVIEWED BY AND PREPARED UNDER MY DIRECT SUPERVISION
SCHEDULE I
REHABILITATE RUNWAY12/30, TAXIWAY A,
& TAXIWAYS A1 - A4
INDEX TO SHEETS
COVER SHEET
GENERAL NOTES, LEGEND & SURVEY CONTROL
REMOVAL PLAN
SEAL AND MARKING PLAN
DETAILS
CONSTRUCTION SAFETY & PHASING PLAN
1.1
1.2
2.1 - 2.2
3.1 - 3.2
4.1
ATTACHED
KEY MAP
NOT TO SCALE
236967101
SHEET 1.1
X
X
X
X
RUNWAY 12 END
N 2184088.61
E 5975811.10
ELEV. 6.00
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
TWY A1
TWY A2
X
X
X
X
X
X
X
X
X
X
X
X
RUNWAY 12/30
TAXIWAY A
TWY A3
RUNWAY 30 END
N 2181918.89
E 5977897.77
ELEV. 10.00
X
X
X
X
X
X
X
X
X
X
TWY A4
APRON
LEGEND
0.00
5025
et
ep tp fp
em gm wm
e t sd ss
sdi cb
/
//
///
>
>
X
X
X
0
0
0
ss
sd
w
w
g
g
up
p
p
t
t
fO
EXISTING SPOT ELEVATION
EXISTING GROUND CONTOUR (5' INTERVAL)
EXISTING RUNWAY EDGE LIGHT
EXISTING TAXIWAY EDGE LIGHT
EXISTING RETROREFLECTIVE MARKER
EXISTING SPLICE BASE / PULL BOX
EXISTING AIRFIELD SIGN
EXISTING BEACON
EXISTING WIND CONE
EXISTING SEGMENTED CIRCLE
EXISTING PAPI / VASI
EXISTING REIL
EXISTING AWOS/ASOS/UNICOM
EXISTING TIEDOWN ANCHOR
EXISTING UTILITY POLE
EXISTING AREA LIGHT
EXISTING GUY
EXISTING PAD MOUNTED TRANSFORMER
EXISTING UTILITY PEDESTAL
EXISTING UTILITY METER
EXISTING MANHOLE / CLEAN-OUT
EXISTING AREA INLET / CATCH BASIN
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING TREE
EXISTING ROAD SIGN(S)
EXISTING SECTION CORNER
EXISTING SURVEY CONTROL MONUMENT
EXISTING PROPERTY CORNER PIN/CAP
EXISTING AIRFIELD POWER CABLE(S)
EXISTING CONCRETE DUCT BANK
EXISTING CULVERT
EXISTING SWALE DIRECTION
EXISTING BARB WIRE FENCE
EXISTING CHAIN LINK FENCE
EXISTING WILDLIFE FENCE
EXISTING SANITARY SEWER LINE
EXISTING STORM DRAIN LINE
EXISTING WATER LINE
EXISTING GAS LINE
EXISTING UNDERGROUND POWER OR TELE. LINE
EXISTING OVERHEAD POWER CABLE
EXISTING UNDERGROUND COMMUNICATION LINE
EXISTING FIBER OPTIC CABLE
EXISTING UNDERDRAIN W/ CLEAN-OUT
EXISTING CONCRETE PAVEMENT
99.99
10
ET
SD SS
SDI
/
//
///
>
X
X
0
0
SS
SD
W
G
P
^
^
^
PROPOSED FINISHED GRADE ELEVATION
PROPOSED GROUND CONTOUR (1' INTERVAL)
PROPOSED RUNWAY EDGE LIGHT
PROPOSED TAXIWAY EDGE LIGHT
PROPOSED TAXIWAY RETROREFLECTIVE MARKER
PROPOSED SPLICE BASE / PULL BOX
PROPOSED AIRFIELD SIGN
PROPOSED BEACON AND TOWER
PROPOSED LIGHTED WIND CONE
PROPOSED SUPPLEMENTAL WIND CONE
PROPOSED SEGMENTED CIRCLE
PROPOSED PAPI
PROPOSED REIL
PROPOSED AWOS
PROPOSED TIEDOWN ANCHOR
PROPOSED UTILITY POLE
PROPOSED AREA LIGHT (S)
PROPOSED ELECTRIC TRANSFORMER
PROPOSED MANHOLE
PROPOSED SANITARY SEWER CLEAN-OUT
PROPOSED STORM DRAIN INLET
PROPOSED FIRE HYDRANT
PROPOSED WATER VALVE
PROPOSED SURVEY MONUMENT
PROPOSED AIRFIELD POWER CABLE(S)
PROPOSED COUNTERPOISE CABLE
PROPOSED CONCRETE ENCASED DUCT BANK
PROPOSED CULVERT w/END SECTIONS
PROPOSED SWALE DIRECTION
PROPOSED BARBED WIRE FENCE
PROPOSED CHAIN LINK FENCE
PROPOSED WILDLIFE FENCE
PROPOSED SANITARY SEWER LINE
PROPOSED STORM DRAIN LINE
PROPOSED WATERLINE
PROPOSED GAS LINE
PROPOSED UNDERGROUND POWER/TELE
PROPOSED PERFORATED UNDERDRAIN W/ CLEAN-OUT
PROPOSED NON-PERFORATED UNDERDRAIN
PROPOSED SEDIMENT LOG
PROPOSED SILT FENCE
PROPOSED CONCRETE PAVEMENT
PROPOSED ASPHALT PAVEMENT
PROPOSED ASPHALT/CONCRETE REMOVAL
PROPOSED GRAVEL
EXISTING ASPHALT PAVEMENT
PROPOSED ROCK RIPRAP
EXISTING GRAVEL
PROPOSED BUILDING
EXISTING BUILDING
PROPOSED SEEDING AREA
EXISTING WETLANDS
PROPOSED GRADING AREA
NOTE: LEGEND APPLIES TO ALL SHEETS IN THIS PLAN SET, IS GENERIC, AND NOT ALL SYMBOLS MAY BE IN PLAN SHEETS.
AIRPORT LAYOUT & SURVEY CONTROL
0
200
400
SCALE IN FEET
GENERAL NOTES
1. ESTIMATED QUANTITIES ARE CONSIDERED APPROXIMATE ONLY EXCEPT WHERE PLAN
QUANTITIES ARE SPECIFIED FOR PAYMENT. ACTUAL QUANTITIES SHALL BE
DETERMINED BY FIELD MEASUREMENT OR SPECIFICATIONS.
2. THE CONTRACTOR SHALL PROVIDE MATERIAL SUBMITTALS FOR THE ENGINEER'S
APPROVAL PRIOR TO ORDERING.
3. THE CONTRACTOR IS REQUIRED TO OBTAIN ALL NECESSARY CONSTRUCTION PERMITS
AS NECESSARY FOR THE PROJECT.
4. THE CONTRACTOR SHALL BE REQUIRED TO SUBMIT A WORK SCHEDULE AND
PROPOSED CONSTRUCTION METHODS AT THE PRE-CONSTRUCTION CONFERENCE.
5. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM AIRPORT MANAGEMENT AND THE
ENGINEER PRIOR TO ESTABLISHING CONSTRUCTION ACCESS OR HAUL ROADS.
EXISTING PAVEMENT SURFACES OTHER THAN AIRFIELD PAVEMENTS SHALL BE USED
TO THE MAXIMUM EXTENT POSSIBLE.
6. THE CONTRACTOR SHALL MINIMIZE DISTURBANCE INCLUDING RUTS PRODUCED BY
VEHICLES AND EQUIPMENT IN NON-PAVEMENT AREAS WITHIN ALL CONSTRUCTION
AREAS. ALL DISTURBED AREAS IN THESE LOCATIONS SHALL BE RECLAIMED AT NO
ADDITIONAL COST TO THE SPONSOR. DAMAGE CAUSED TO EXISTING AIRFIELD
PAVEMENTS, AIRFIELD CABLE CIRCUITS OR FACILITIES DURING CONSTRUCTION SHALL
BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE SPONSOR.
7. CONTRACTOR SHALL COORDINATE ALL ON-SITE WASTE MATERIAL DISPOSAL WITH
ENGINEER AND AIRPORT.
NOTES TO SURVEYOR:
1. THE PROJECT CONTROL IS A MODIFIED STATE PLANE COORDINATE SYSTEM.
2. ALL DISTANCE UNITS ARE IN FEET AT GROUND.
3. A BASE LINE WITH STATIONS AND OFFSETS HAS BEEN SET AT THE RUNWAY
CENTERLINE FOR PROJECT CONTROL. ALL INFORMATION FOR THIS PROJECT WILL
BE BASED ON THIS BASE LINE.
4. BEFORE ANY CONSTRUCTION OPERATIONS BEGIN, CONSTRUCTION SURVEYOR TO
RUN A TRAVERSE, LEVEL LOOP, AND VERIFY CONTROL. ANY DISCREPANCIES
SHALL BE RESOLVED WITH PROJECT ENGINEER.
5. FOR QUALITY CONTROL AND VERIFICATION PURPOSES, ANY WRITTEN SURVEY
INFORMATION SUPPLIED TO ACI SHALL BE IN STATION, OFFSET, ELEVATION
FORMAT.
CAUTION - NOTICE TO CONTRACTOR
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF
EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS
UTILITY COMPANIES AND WHERE POSSIBLE, MEASUREMENTS IN THE FIELD. THE INFORMATION
IS PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR AND IS NOT TO BE RELIED UPON AS
BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL CALIFORNIA 811 (1-800-624-2444)
AT LEAST 48 HOURS BEFORE ANY EXCAVATION / EMBANKMENT TO REQUEST FIELD LOCATION
OF UTILITIES.
Know what's below.
Call before you dig.
38
4/4/2024
ACI No. 236967
Date: 04/2024
File Name: 236967101
Drawn: JEF
Checked: IXW
Approved: CSN
GENERAL
NOTES,
LEGEND &
SURVEY
CONTROL
1.2 Sheet:
TWY A1
1
1
2.1
2.2
TWY A2
RUNWAY 12/30
TAXIWAY A
APRON
TWY A3
2
2.2
TWY A4
+
+
END RUNWAY 12/30
STA 10+14.97, 47.67' RT
REMOVE THRESHOLD MARKINGS AS INDICATED
TO 6" BEYOND EDGE OF MARKINGS (152' x 71.5')
REMOVAL KEY MAP
0
200
400
SCALE IN FEET
REMOVE RUNWAY DESIGNATION MARKINGS
AS INDICATED TO 6" BEYOND EDGE OF
MARKINGS (62' x 44')
PI RUNWAY 12/30
STA 15+64.19, 43.27' LT
+
+
PC RUNWAY 12/30
STA 12+96.72, 36.10' RT
+
+
+
END RUNWAY 12/30
STA 15+59.91, 2.63' RT
RUNWAY 12/30
REMOVE 6" STRIPE AS INDICATED TO 6"
BEYOND EDGE OF MARKING (TYP.)
PI RUNWAY 12/30
STA 15+65.66, 42.52' RT
FULL DEPTH
ASPHALT REMOVAL
1 PAVEMENT
4.1 REPAIR
PI RUNWAY 12/30
STA 16+64.21, 43.29' LT
+
+
REMOVE RUNWAY CENTERLINE MARKINGS AS INDICATED
TO 6" BEYOND EDGE OF MARKINGS (TYP.)
PI RUNWAY 12/30
STA 16+65.67, 42.51' RT
NOTES AND ABBREVIATIONS
1. ALL DIMENSIONS ARE TO THE CENTER
OF WHITE AND YELLOW MARKINGS,
UNLESS OTHERWISE NOTED.
PI POINT OF INTERSECTION/POINT ON LINE
PT POINT OF TANGENCY
PC POINT OF CURVATURE
LT LEFT
RT RIGHT
LEGEND
LIMITS OF MARKING REMOVAL
+
REMOVE 6" STRIPE AS INDICATED TO 6"
BEYOND EDGE OF MARKING (TYP.)
PT RUNWAY 12/30
STA 11+69.08, 228.14' RT
PT RUNWAY 12/30
STA 13+70.76, 150.41' RT
PC RUNWAY 12/30
STA 11+66.27, 168.96' RT
PC RUNWAY 12/30
STA 11+72.70, 179.22' RT
PC RUNWAY 12/30
STA 14+20.76, 201.54' RT
TAXIWAY A
PT RUNWAY 12/30
STA 14+70.79, 150.39' RT
REMOVE 6" STRIPE AS INDICATED TO 6"
BEYOND EDGE OF MARKING (TYP.)
1 REMOVAL PLAN
2.1
0
40
80
SCALE IN FEET
REMOVE TAXIWAY MARKINGS AS
INDICATED TO 6" BEYOND EDGE OF
MARKINGS (146' X 21' & 24' X 12')
APRON
ACI No. 236967
Date: 04/2024
File Name: 236967102
Drawn: JEF
Checked: IXW
Approved: CSN
38
4/4/2024
REMOVAL
PLAN
2.1 Sheet:
+
+
END RUNWAY 12/30
STA 19+78.56, 2.78' RT
REMOVE AIMING POINT MARKINGS AS INDICATED
TO 6" BEYOND EDGE OF MARKING
REMOVE RUNWAY CENTERLINE MARKINGS AS
INDICATED TO 6" BEYOND EDGE OF MARKING (TYP.)
+
+
+
+
+
+
+
+
END RUNWAY 12/30
STA 25+27.69, 2.22' RT
END RUNWAY 12/30
STA 27+14.97, 2.52' RT
RUNWAY 12/30
REMOVE 6" STRIPE AS INDICATED TO 6"
BEYOND EDGE OF MARKING (TYP.)
REMOVE 6" STRIPE AS INDICATED TO 6"
BEYOND EDGE OF MARKING (TYP.)
PC RUNWAY 12/30
STA 22+52.19, 115.00' RT
PC RUNWAY 12/30
STA 22+47.27, 126.00' RT
PT RUNWAY 12/30
STA 22+04.43, 150.24' RT
REMOVE 6" STRIPE AS INDICATED TO 6"
BEYOND EDGE OF MARKING (TYP.)
PC RUNWAY 12/30
STA 22+56.66, 115.00' RT
PC RUNWAY 12/30
STA 22+61.58, 126.00' RT
PT RUNWAY 12/30
STA 23+08.21, 150.22' RT
PC RUNWAY 12/30
STA 22+55.67, 200.45' RT
TAXIWAY A
APRON
1 REMOVAL PLAN
2.2
0
40
80
SCALE IN FEET
REMOVE RUNWAY CENTERLINE MARKINGS AS INDICATED
TO 6" BEYOND EDGE OF MARKING (TYP.)
+
+
+
+
+
+
+
+
REMOVE 6" STRIPE AS INDICATED TO 6"
BEYOND EDGE OF MARKING (TYP.)
END RUNWAY 12/30
STA 32+64.57, 2.08' RT
RUNWAY 12/30
PT RUNWAY 12/30
STA 29+84.76, 115.00' RT
PT RUNWAY 12/30
STA 29+89.33, 115.00' RT
PC RUNWAY 12/30
STA 29+94.30, 126.00' RT
PT RUNWAY 12/30
STA 30+37.06, 150.07' RT
PC RUNWAY 12/30
STA 29+79.79, 126.00' RT
PT RUNWAY 12/30
STA 29+37.04, 150.09' RT
NOTES AND ABBREVIATIONS
1. ALL DIMENSIONS ARE TO THE CENTER
OF WHITE AND YELLOW MARKINGS,
UNLESS OTHERWISE NOTED.
PT POINT OF TANGENCY
PC POINT OF CURVATURE
RT RIGHT
LEGEND
LIMITS OF MARKING REMOVAL
TAXIWAY A
2 REMOVAL PLAN
2.2
0
40
80
SCALE IN FEET
REMOVE RUNWAY DESIGNATION MARKINGS
AS INDICATED TO 6" BEYOND EDGE OF
MARKINGS (62' x 57')
+
+
+
+
END RUNWAY 12/30
STA 39+80.32, 44.37' RT
PT RUNWAY 12/30
STA 39+68.90, 115.00' RT
PC RUNWAY 12/30
STA 39+60.43, 126.00' RT
PT RUNWAY 12/30
STA 39+07.76, 149.89' RT
REMOVE 6" STRIPE AS INDICATED TO 6"
BEYOND EDGE OF MARKING (TYP.)
ACI No. 236967
Date: 04/2024
File Name: 236967102
Drawn: JEF
Checked: IXW
Approved: CSN
38
4/4/2024
REMOVAL
PLAN
2.2 Sheet:
1
3.1
TWY A1
TWY A2
1
3.2
RUNWAY 12/30
TAXIWAY A
2
3.2
TWY A3
TWY A4
20'
150'
40'
60'
+
+
+
1 THRESHOLD 4
BAR (TYP.) 4.1
RUNWAY NUMERALS
5
4.1
6
4.1
40'
+
20
PLAN KEY MAP
0
200
400
SCALE IN FEET
GEOMETRIC LAYOUT TABLE
RWY 12/30 STATIONING
Point # STATION OFFSET
DESC.
1
10+14.97 47.67RT END
2
10+15.41 113.72RT PC
3
10+52.41 150.48RT PT
4
10+52.41 113.48RT RP
5
11+36.75 150.46RT PC
6
11+78.39 150.45RT END
7
11+69.28 164.36RT PT
8
11+36.76 195.46RT RP
9
11+69.08 228.14RT END
10 11+74.24 220.37RT PT
11 11+76.23 173.83RT PC
12 11+82.36 162.64RT HOLD BAR
13 11+91.54 150.45RT END
14 12+05.89 172.76RT PT
15 12+36.97 126.00RT END
GEOMETRIC LAYOUT TABLE
RWY 12/30 STATIONING
Point # STATION OFFSET DESC.
16 12+44.28 115.00RT END
17 12+47.52 150.44RT PC
18 12+54.80 125.00RT HOLDBAR
19 12+47.53 200.44RT RP
20 13+03.23 26.32RT PT
21 13+44.87 4.00RT PC
22 13+44.87 54.00RT RP
23 13+84.06 150.41RT PC
24 13+84.07 187.41RT RP
25 14+21.10 186.56RT PT
26 14+21.06 188.24RT PT
27 14+20.76 201.54RT END
28 14+58.09 187.39RT RP
29 14+58.08 150.39RT PC
30 15+44.87 4.00RT END
NOTES AND ABBREVIATIONS
1. ALL DIMENSIONS ARE TO THE OUTSIDE
OF WHITE AND YELLOW MARKINGS,
UNLESS OTHERWISE NOTED.
PT POINT OF TANGENCY
PC POINT OF CURVATURE
RP RADIUS POINT
RT RIGHT
1,000' TO AIMING POINT MARKING
120'
80'
120'
STRIPING
SEPERATION
(TYP.)
3
4.1
+
+
21
200'
RUNWAY 12/30
+
30
22
PAVEMENT EDGE DROP
8
4.1
80'
120'
80'
120'
+
+
+
1 PAVEMENT
4.1 REPAIR
CRACK SEAL AND SEAL
9 COAT PAVEMENT (TYP.),
4.1 SURFACE PREPARATION
(P-101) (TYP.)
1.5' WIDE WHITE
CENTERLINE STRIPE (TYP.)
2
R=37'
4
3
CRACK SEAL AND
SEAL COAT LIMITS
16
15 18
5
6
7
13
17
12
11
14
8
19
10
9
2 RUNWAY HOLDING
4.1 POSITION MARKING
TAXIWAY A
23
29
CRACK SEAL AND SEAL
9 COAT PAVEMENT (TYP.), 24
4.1 SURFACE PREPARATION
(P-101) (TYP.)
25
26
27
28
CRACK SEAL AND
SEAL COAT LIMITS
6" YELLOW STRIPE (TYP.)
1 SEAL AND MARKING PLAN
3.1
0
40
80
SCALE IN FEET
APRON
ACI No. 236967
Date: 04/2024
File Name: 236967103
Drawn: JEF
Checked: IXW
Approved: CSN
38
4/4/2024
SEAL AND
MARKING
PLAN
3.1 Sheet:
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