DRAWINGS 1.pdf
PDF 13 MB Posted
- Solicitation number
- PE-65700-NONST-2026-000000093
- Issued by
- Fayette County, Georgia
About this file
This is a technical drawings document for Floyd County, Georgia's Taxiway Bravo West Relocation project at Richard B. Russell Regional Airport in Rome, Georgia. The project encompasses comprehensive runway and taxiway reconstruction involving 80 line items across multiple construction phases totaling 240 days. Key bid items include full depth pavement milling (31,000 sq. yards), unclassified excavation (40,700 cu. yards), crushed aggregate base course (8,000 cu. yards), storm drain pipe installation (24-inch RCP, 3,400 linear feet), catch basin construction (18 each), electrical duct bank installation with various PVC configurations (multiple linear feet), taxiway edge lighting (77 stake-mounted and 45 base-mounted L-861T lights), guidance sign relocation and installation (multiple modules), pavement markings in various colors and applications (multiple square footage quantities), and asphaltic concrete placement (2,400 tons of 12.5MM and 3,300 tons of 19MM Superpave). The project includes two additive alternatives with reduced quantities of similar materials. Construction is phased across five phases with specific operational restrictions: Phase 1 (170 days) involves Taxiway Bravo West work with Runway 7-25 closed and Runway 1-19 open; Phase 2 (30 days) addresses Taxiway Alpha and Bravo intersection work with both runways operational; Phase 3 (10 days) covers Taxiway Bravo work within Runway 1-19 RSA with Runway 1-19 closed; Phase 4 (15 days) addresses taxilane connectors with both runways open; and Phase 5 (15 days) includes final pavement marking and erosion control removal with both runways operational.
Contractors must maintain maximum equipment heights of 35 feet above ground level and provide 72-hour advance notice to airport management for NOTAM issuance. The project includes critical utility coordination requirements, with contractors responsible for determining actual locations of all underground utilities and obtaining detailed information from respective utility companies. Emergency procedures require immediate notification to utility companies and the engineer in the event of unexpected utility interference, with restoration costs borne by the contractor at no additional contract expense. Environmental controls include temporary seeding and mulching (32 acres), silt fence installation and maintenance (2,100 linear feet), temporary erosion control matting (20,000 sq. yards), permanent erosion control matting (20,000 sq. yards), temporary sediment pond construction and maintenance, and water quality inspections and monitoring over 7 months. The drawings also detail construction entrance specifications, runway and taxiway closure markers with flashing light capability, and flag line and barricade details. Total project scope spans 81 sheets with comprehensive electrical, drainage, pavement, and lighting components requiring coordination across multiple trades and strict adherence to airport operational requirements.
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Other files
| File | Type | Posted |
|---|---|---|
| DRAWINGS 2.pdf | ||
| Bid 26_022 Richard B_ Russell Taxiway Bravo W.pdf | ||
| DRAWINGS 3.pdf |
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Text version
DROP INLET
43.2"X60"
TOP= 639.77
INV= 636.61
12" RCP12" RCP
DROP INLET
55.2"X60"
TOP= 637.96
INV= 628.8912" RCP
INV= 633.41
12" RCP
INV= 629.32
15" RCP
DROP INLET
26"X33"
TOP= 637.38
INV= 631.4312" RCP
INV= 631.43
12" RCP
INV= 631.49
DROP INLET
26"X33"
TOP= 636.30
INV= 632.59
12" RCP
DROP INLET
26"X33"
TOP= 635.30
INV= 631.49
12" RCP
INV= 632.33
" R
CP
DROP INLET
26"X32"
TOP= 634.59
INV= 629.82
12" RCP
INV= 629.94
" R
CP
DROP INLET
44"X44"
TOP= 632.87
INV= 628.56
18" RCP
DROP INLET
44"X44"
TOP= 632.29
INV= 627.82
18" RCP
INV= 627.91
THE LOCATION, SIZE AND TYPE OF MATERIAL OF EXISTING UNDERGROUND
UTILITIES INDICATED ON THE PLANS IS NOT REPRESENTED AS BEING
ACCURATE, SUFFICIENT OR COMPLETE. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE ACTUAL LOCATION OF ALL SUCH
FACILITIES, INCLUDING SERVICE CONNECTIONS TO UNDERGROUND
UTILITIES. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY
THE UTILITY COMPANIES OF HIS OPERATIONAL PLANS AND SHALL OBTAIN
FROM THE RESPECTIVE UTILITY COMPANIES DETAILED INFORMATION AND
ASSISTANCE RELATIVE TO THE LOCATION OF THEIR FACILITIES AND THE
WORKING SCHEDULE OF THE COMPANIES FOR REMOVAL OR ADJUSTMENT
WHERE REQUIRED. IN THE EVENT AN UNEXPECTED UTILITY INTERFERENCE
IS ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE UTILITY COMPANY OF JURISDICTION. THE
ENGINEER SHALL ALSO BE IMMEDIATELY NOTIFIED. ANY SUCH MAINS AND
SERVICES SHALL BE RESTORED TO SERVICE AT ONCE AND PAID FOR BY
THE CONTRACTOR AT NO ADDITIONAL COST TO THE CONTRACT.
COMMON GROUND ALLIANCE
www.call811.com or Phone: 811
CALL 911 IN THE EVENT IN WHICH DAMAGE
RESULTS IN THE RELEASE OF NATURAL GAS.
TOTAL SHEETS: 81
DROP INLET
43.2"X60"
TOP= 639.77.77
INV= 636V= 636.61
12" RCP
12" R
12" RCP
12" RCP
DROP INLET
55.2"X60"
TOP= 637.96
INV= 628.898912" RCP
12" RCP
15" RCP
DROP INLET
26"X33"
TOP= 637.38
INV= 631.4312" RCP
12" RCP
INV= 631.49
DROP INLET
26"X33"
TOP= 636.30
INV= 632.59INV
12" RCP
12" RCP
DROP INLET
26"X33"
TOP= 635.30
INV= 631.49
12" RCP
INV= 632.33
" R
CP
" R
CP
DROP INLETD
26"X32"
TOP= 634.59
INV= 629.82
12" RCP
INV= 629.94
" R
CP
" R
CP
DROP INLETLET
44"X444"X44"
= 632.8TOP= 632
INV= 628.56INV
RRR
DROP INLET
44"X44"
TOP= 632.29
INV= 627.82
18" RCP
INV= 627.91
BASE BID
ITEM SPEC ITEM
NO NO. DESCRIPTION UNIT PLAN FINAL
1 C-100-14.01 CONTRACTOR QUALITY CONTROL PROGRAM (CQCP) L. SUM 1
2 C-102-5.01 TEMPORARY SEEDING AND MULCHING ACRE 32
3 C-102-5.02 INSTALLATION AND REMOVAL OF SILT FENCE LIN. FT. 2,100
4 C-102-5.03 MAINTENANCE OF SILT FENCE LIN. FT. 2,100
5 C-105-6.01 MOBILIZATION L. SUM 1
6 P-101-5.01 FULL DEPTH PAVEMENT MILLING SQ. YD. 31,000
7 P-101-5.02 DRAINAGE STRUCTURE REMOVAL EACH 11
8 P-101-5.03 PIPE REMOVAL LIN. FT. 1,700
9 P-152-4.01 UNCLASSIFIED EXCAVATION CU. YD. 40,700
10 P-152-4.02 ROCK EXCAVATION CU. YD. 2,000
11 P-152-4.03 UNSUITABLE EXCAVATION CU. YD. 3,000
12 P-155-8.01 LIME-TREATED SUBGRADE SQ. YD. 5,000
13 P-155-8.02 LIME TON 80
14 P-209-5.01 CRUSHED AGGREGATE BASE COURSE CU. YD. 8,000
15 P-209-5.02 SEPARATION GEOTEXTILE SQ. YD. 2,000
16 P-602-5.01 EMULSIFIED ASPHALT PRIME COAT GAL 6,200
17 P-603-5.01 EMULSIFIED ASPHALT TACK COAT GAL 1,600
18 P-605-5.01 SAWCUT AND SEAL PAVEMENT JOINT LIN. FT. 900
19 P-620-5.01 PAVEMENT MARKING, WHITE, REFLECTIVE, FULL RATE APPLICATION,
WITH MICROBICIDE SQ. FT. 300
20 P-620-5.02 PAVEMENT MARKING, YELLOW, NON-REFLECTIVE, HALF RATE
APPLICATION SQ. FT. 4,500
21 P-620-5.03 PAVEMENT MARKING, YELLOW, REFLECTIVE, FULL RATE
APPLICATION, WITH MICROBICIDE SQ. FT. 4,500
22 P-620-5.04 PAVEMENT MARKING, BLACK, NON-REFLECTIVE, FULL RATE
APPLICATION SQ. FT. 7,600
23 P-620-5.05 PAVEMENT MARKING REMOVAL SQ. FT. 1,300
24 D-699-5.01 CONSTRUCTION OF TEMPORARY SEDIMENT POND EACH 1
25 D-699-5.02 MAINTENANCE OF TEMPORARY SEDIMENT POND EACH 1
26 D-699-5.03 CLEANUP & FINAL STABILIZATION OF POND EACH 1
27 D-700-4.01 STONE RETROFITTING EACH 1
28 D-701-5.01 24" RCP STORM DRAIN PIPE, CLASS III LIN. FT. 3,400
29 D-701-5.02 TRENCHING FOR STORM DRAIN PIPE AND BACKFILL IN SOIL LIN. FT. 2,300
30 D-701-5.03 TRENCHING FOR STORM DRAIN PIPE AND BACKFILL IN ROCK LIN. FT. 1,100
31 D-751-5.01 CATCH BASINS EACH 18
32 D-751-5.02 CONSTRUCTION OF POND OUTLET STRUCTURE/PIPING EACH 1
33 D-753-5.01 RIP RAP TON 50
34 D-753-5.02 ROCK FILTER DAM EACH 1
35 D-753-5.03 CHECK DAM EACH 20
36 E-891-5.01 INLET PROTECTION EACH 20
37 E-895-5.01 TEMPORARY EROSION CONTROL MATTING SQ. YD. 20,000
38 E-895-5.02 PERMANENT EROSION CONTROL MATTING SQ. YD. 20,000
39 T-901-5.01 SEEDING ACRE 32
40 T-905-5.01 TOPSOIL (OBTAINED ON SITE OR REMOVED FROM STOCKPILE) CU. YD. 14,900
41 T-908-5.01 MULCHING ACRE 32
42 L-108-5.01 REMOVE EXISTING CABLE IN UNIT DUCT, CONDUIT, OR TRENCH LIN. FT. 3,800 43 L-108-5.02 TRENCHING FOR DIRECT BURIED CABLE AND BACKFILL IN SOIL LIN. FT. 7,900 44 L-108-5.03 TRENCHING FOR DIRECT BURIED CABLE AND BACKFILL IN ROCK LIN. FT. 2,400
45 L-108-5.04 NO. 8 AWD 5 KV, L-824, TYPE C CABLE, INSTALLED IN TRENCH, DUCT
BANK OR CONDUIT LIN. FT. 13,700
46 L-108-5.05
NO. 6 AWG, SOLID, BARE COPPER COUNTERPOISE WIRE, INSTALLED
IN TRENCH, INCLUDING GROUND RODS,
CONNECTIONS/TERMINATIONS
LIN. FT. 7,900
47 L-108-5.06 2#6 XLP-USE, 1#8 GND INSTALLED IN TRENCH LIN. FT. 300
48 L-108-5.07 NO. 8 AWG, 600V, TYPE THWN CABLE INSTALLED IN TRENCH, DUCT
BANK, OR CONDUIT LIN. FT. 500
49 L-109-7.01 AIRFIELD VAULT MODIFICATIONS L. SUM 1
50 L-109-7.02 NEW 7.5KW REGULATOR, INSTALLED, COMPLETE (TAXIWAY B) EACH 1
51 L-110-5.01 CONCRETE ENCASED ELECTRICAL DUCT BANK 1-2" SCHEDULE 40
PVC LIN. FT. 500
52 L-110-5.02 CONCRETE ENCASED ELECTRICAL DUCT BANK 2-2" SCHEDULE 40
PVC LIN. FT. 400
53 L-110-5.03 CONCRETE ENCASED ELECTRICAL DUCT BANK 3-2" SCHEDULE 40
PVC LIN. FT. 300
54 L-110-5.04 CONCRETE ENCASED ELECTRICAL DUCT BANK 4-2" SCHEDULE 40
PVC LIN. FT. 200
55 L-110-5.05 NON-ENCASED ELECTRICAL CONDUIT 1-2" SCHEDULE 40 PVC LIN. FT. 8,000
56 L-110-5.06 REMOVE CONDUIT LIN. FT. 3,800
57 L-110-5.07 CLEAR EXISTING CONDUIT LIN. FT. 400
58 L-110-5.08 EXTEND CONCRETE ENCASED ELECTRICAL DUCT BANK 2-2"
SCHEDULE 40 PVC LIN. FT. 40
59 L-115-5.01 2-CAN JUNCTION CAN PLAZA, INSTALLED, COMPLETE EACH 2
60 L-115-5.02 SPLICE CAN, INSTALLED, COMPLETE EACH 5
61 L-115-5.03 REMOVE OR RELOCATE EXISTING ELECTRICAL HANDHOLES,
INSTALLED, COMPLETE EACH 2
62 L-115-5.04 REMOVE OR RELOCATE EXISTING ELECTRICAL SPLICE CAN,
INSTALLED, COMPLETE EACH 2
63 L-115-5.05 EXISTING ELECTRICAL JUNCTION STRUCTURE ELEVATION
ADJUSTMENT EACH 4
64 L-115-5.06 3-CAN JUNCTION CAN PLAZA, INSTALLED, COMPLETE EACH 2
65 L-125-5.01 L-861T(L) TAXIWAY STAKE MOUNTED EDGE LIGHT, INSTALLED,
COMPLETE EACH 77
66 L-125-5.02 L-861T(L) TAXIWAY BASE MOUNTED EDGE LIGHT, INSTALLED,
COMPLETE EACH 45
67 L-125-5.03 RELOCATE GUIDANCE SIGN, 1 MODULE ON NEW FOUNDATION,
INSTALLED, COMPLETE EACH 1
68 L-125-5.04 RELOCATE GUIDANCE SIGN, 2 MODULE ON NEW FOUNDATION,
INSTALLED, COMPLETE EACH 1
69 L-125-5.05 RELOCATE GUIDANCE SIGN, 3 MODULE ON NEW FOUNDATION,
INSTALLED, COMPLETE EACH 4
70 L-125-5.06 NEW GUIDANCE SIGN, 3 MODULE ON NEW FOUNDATION, INSTALLED,
COMPLETE EACH 2
71 L-125-5.07 L-853 TYPE II RETROREFLECTIVE MARKERS, INSTALLED, COMPLETE EACH 18
72 L-125-5.08 REMOVE AND REINSTALL L-850C, HIGH INTENSITY RUNWAY EDGE
LIGHT, IN-PAVEMENT, INSTALLED, COMPLETE EACH 1
73 L-125-5.09 REMOVE ELEVATED LIGHT EACH 46
74 L-125-5.10 REMOVE GUIDANCE SIGN FOUNDATION EACH 7
75 L-125-5.11 REMOVE AND REPLACE GUIDANCE SIGN ISOLATION TRANSFORMER EACH 7
76 L-125-5.12 UPGRADE STAKE MOUNTED L-861T(L) EDGE LIGHTS TO BASE
MOUNTED EACH 77
77 GDOT 167-5.01 WATER QUALITY INSPECTIONS MONTH 7
78 GDOT 167-5.02 WATER QUALITY MONITORING AND SAMPLING EACH 7
79 GDOT-402-5.01
RECYLCLED ASPHALTIC CONCRETE 12.5MM SUPERPAVE,
GROUP-BLEND, INCLUDING POLYMER-MODIFIED BITUMINOUS
MATERIALS AND HYDRATED LIME
TON 2,400
80 GDOT-402-5.02
RECYLCLED ASPHALTIC CONCRETE 19MM SUPERPAVE,
GROUP-BLEND, INCLUDING POLYMER-MODIFIED BITUMINOUS
MATERIALS AND HYDRATED LIME
TON 3,300
ADDITIVE ALTERNATIVE 1
ITEM SPEC ITEM
NO NO. DESCRIPTION UNIT PLAN FINAL
1 P-209-5.01 CRUSHED AGGREGATE BASE COURSE CU. YD. 500
2 P-602-5.01 EMULSIFIED ASPHALT PRIME COAT GAL 800
3 P-603-5.01 EMULSIFIED ASPHALT TACK COAT GAL 200
4 P-620-5.02 PAVEMENT MARKING, YELLOW, NON-REFLECTIVE, HALF RATE
APPLICATION SQ. FT. 500
5 P-620-5.03 PAVEMENT MARKING, YELLOW, REFLECTIVE, FULL RATE
APPLICATION, WITH MICROBICIDE SQ. FT. 500
6 P-620-5.04 PAVEMENT MARKING, BLACK, NON-REFLECTIVE, FULL RATE
APPLICATION SQ. FT. 1,000
7 L-125-5.07 L-853 TYPE II RETROREFLECTIVE MARKERS, INSTALLED,
COMPLETE EACH 18
8 GDOT-402-5.01
RECYLCLED ASPHALTIC CONCRETE 12.5MM SUPERPAVE,
GROUP-BLEND, INCLUDING POLYMER-MODIFIED BITUMINOUS
MATERIALS AND HYDRATED LIME
TON 300
9 GDOT-402-5.02
RECYLCLED ASPHALTIC CONCRETE 19MM SUPERPAVE,
GROUP-BLEND, INCLUDING POLYMER-MODIFIED BITUMINOUS
MATERIALS AND HYDRATED LIME
TON 300
ADDITIVE ALTERNATIVE 2
ITEM SPEC ITEM
NO NO. DESCRIPTION UNIT PLAN FINAL
1 P-209-5.01 CRUSHED AGGREGATE BASE COURSE CU. YD. 400
2 P-602-5.01 EMULSIFIED ASPHALT PRIME COAT GAL 400
3 P-603-5.01 EMULSIFIED ASPHALT TACK COAT GAL 100
4 P-620-5.02 PAVEMENT MARKING, YELLOW, NON-REFLECTIVE, HALF RATE
APPLICATION SQ. FT. 200
5 P-620-5.03 PAVEMENT MARKING, YELLOW, REFLECTIVE, FULL RATE
APPLICATION, WITH MICROBICIDE SQ. FT. 200
6 P-620-5.04 PAVEMENT MARKING, BLACK, NON-REFLECTIVE, FULL RATE
APPLICATION SQ. FT. 300
7 L-125-5.07 L-853 TYPE II RETROREFLECTIVE MARKERS, INSTALLED, COMPLETE EACH 6
8 GDOT-402-5.01
RECYLCLED ASPHALTIC CONCRETE 12.5MM SUPERPAVE,
GROUP-BLEND, INCLUDING POLYMER-MODIFIED BITUMINOUS
MATERIALS AND HYDRATED LIME
TON 200
9 GDOT-402-5.02
RECYLCLED ASPHALTIC CONCRETE 19MM SUPERPAVE,
GROUP-BLEND, INCLUDING POLYMER-MODIFIED BITUMINOUS
MATERIALS AND HYDRATED LIME
TON 200
L3
TAXIWAY B NEW
L4
TAXIWAY B NEW
L5
TAXIWAY B NEW
L6
TAXIWAY B NEW
L7
L1
RUNWAY 7-25
L2
RUNWAY 1-19
L4
TAXIWAY B NEW
L5
TAXIWAY B NEW
L6
TAXIWAY B NEW
L4
TAXIWAY B NEW
L5
TAXIWAY B NEW
L6
TAXIWAY B NEW
PHASE CONSTRUCTION AFFECTED OPERATIONS
AREAS WORK HOURS SAFETY AND SECURITY
CONSTRUCTION
TIME (DAYS)
MOBILIZATION, EROSION CONTROL
SETUP, TAXIWAY BRAVO WEST
PAVEMENT REMOVAL, GRADING,
PAVEMENT CONSTRUCTION, LIGHTING
INSTALLATION.
RUNWAY 7-25 CLOSED
RUNWAY 1-19 OPEN
NORMAL /
UNRESTRICTED
PLACE BARRICADES AND CLOSURE MARKERS AS
SHOWN. THE CONTRACTOR SHALL NOTIFY THE
AIRPORT AT LEAST 72 HOURS IN ADVANCE OF WORK
SO THAT THE AIRPORT MANAGEMENT CAN ISSUE A
NOTAM OF CONSTRUCTION. THE MAXIMUM EQUIPMENT
HEIGHT IS 35' AGL.
TAXIWAY ALPHA AND BRAVO
INTERSECTION PAVEMENT REMOVAL,
GRADING, LIGHTING INSTALLATION &
REMOVAL, AND TEMPORARY MARKING.
RUNWAY 7-25 OPEN
RUNWAY 1-19 OPEN
NORMAL /
UNRESTRICTED
PLACE BARRICADES AND CLOSURE MARKERS AS
SHOWN. THE CONTRACTOR SHALL NOTIFY THE
AIRPORT AT LEAST 72 HOURS IN ADVANCE OF WORK
SO THAT THE AIRPORT MANAGEMENT CAN ISSUE A
NOTAM OF CONSTRUCTION. THE MAXIMUM EQUIPMENT
HEIGHT IS 35' AGL.
TAXIWAY BRAVO PAVEMENT REMOVAL,
GRADING, PAVEMENT CONSTRUCTION,
LIGHTING INSTALLATION & REMOVAL,
AND TEMPORARY MARKING WITHIN
RUNWAY 1-19 RSA.
RUNWAY 7-25 OPEN
RUNWAY 1-19 CLOSED
NORMAL /
UNRESTRICTED
INCLUDING THE
WEEKEND
PLACE BARRICADES AND CLOSURE MARKERS AS
SHOWN. THE CONTRACTOR SHALL NOTIFY THE
AIRPORT AT LEAST 72 HOURS IN ADVANCE OF WORK
SO THAT THE AIRPORT MANAGEMENT CAN ISSUE A
NOTAM OF CONSTRUCTION. THE MAXIMUM EQUIPMENT
HEIGHT IS 35' AGL.
TAXILANE CONNECTORS TO BRAVO
WEST PAVEMENT REMOVAL,
GRADING, PAVEMENT
CONSTRUCTION, AND TEMPORARY
MARKING.
RUNWAY 7-25 OPEN
RUNWAY 1-19 OPEN
NORMAL /
UNRESTRICTED
PLACE BARRICADES AND CLOSURE MARKERS AS
SHOWN. THE CONTRACTOR SHALL NOTIFY THE
AIRPORT AT LEAST 72 HOURS IN ADVANCE OF WORK
SO THAT THE AIRPORT MANAGEMENT CAN ISSUE A
NOTAM OF CONSTRUCTION. THE MAXIMUM EQUIPMENT
HEIGHT IS 35' AGL.
FULL RATE PAVEMENT MARKING
(30 DAYS AFTER ASPHALT PAVING),
FINAL GRASSING, REMOVE
TEMPORARY EROSION CONTROL
DEMOBILIZATION.
RUNWAY 7-25 OPEN
RUNWAY 1-19 OPEN
NORMAL /
UNRESTRICTED
PLACE BARRICADES AND CLOSURE MARKERS AS
SHOWN. THE CONTRACTOR SHALL NOTIFY THE
AIRPORT AT LEAST 72 HOURS IN ADVANCE OF WORK
SO THAT THE AIRPORT MANAGEMENT CAN ISSUE A
NOTAM OF CONSTRUCTION. THE MAXIMUM EQUIPMENT
HEIGHT IS 35' AGL.
TOTAL CONSTRUCTION TIME: 240
L4
TAXIWAY B NEW
L5
TAXIWAY B NEW
L6
TAXIWAY B NEW
TAXIWAY A
TAXIWAY B
TAXILANE
PHASE CONSTRUCTION AFFECTED OPERATIONS
AREAS WORK HOURS SAFETY AND SECURITY
CONSTRUCTION
TIME (DAYS)
MOBILIZATION, EROSION CONTROL
SETUP, TAXIWAY BRAVO WEST
PAVEMENT REMOVAL, GRADING,
PAVEMENT CONSTRUCTION, LIGHTING
INSTALLATION.
RUNWAY 7-25 CLOSED
RUNWAY 1-19 OPEN
NORMAL /
UNRESTRICTED
PLACE BARRICADES AND CLOSURE MARKERS AS
SHOWN. THE CONTRACTOR SHALL NOTIFY THE
AIRPORT AT LEAST 72 HOURS IN ADVANCE OF WORK
SO THAT THE AIRPORT MANAGEMENT CAN ISSUE A
NOTAM OF CONSTRUCTION. THE MAXIMUM EQUIPMENT
HEIGHT IS 35' AGL.
TAXIWAY ALPHA AND BRAVO
INTERSECTION PAVEMENT REMOVAL,
GRADING, LIGHTING INSTALLATION &
REMOVAL, AND TEMPORARY MARKING.
RUNWAY 7-25 OPEN
RUNWAY 1-19 OPEN
NORMAL /
UNRESTRICTED
PLACE BARRICADES AND CLOSURE MARKERS AS
SHOWN. THE CONTRACTOR SHALL NOTIFY THE
AIRPORT AT LEAST 72 HOURS IN ADVANCE OF WORK
SO THAT THE AIRPORT MANAGEMENT CAN ISSUE A
NOTAM OF CONSTRUCTION. THE MAXIMUM EQUIPMENT
HEIGHT IS 35' AGL.
TAXIWAY BRAVO PAVEMENT REMOVAL,
GRADING, PAVEMENT CONSTRUCTION,
LIGHTING INSTALLATION & REMOVAL,
AND TEMPORARY MARKING WITHIN
RUNWAY 1-19 RSA.
RUNWAY 7-25 OPEN
RUNWAY 1-19 CLOSED
NORMAL /
UNRESTRICTED
INCLUDING THE
WEEKEND
PLACE BARRICADES AND CLOSURE MARKERS AS
SHOWN. THE CONTRACTOR SHALL NOTIFY THE
AIRPORT AT LEAST 72 HOURS IN ADVANCE OF WORK
SO THAT THE AIRPORT MANAGEMENT CAN ISSUE A
NOTAM OF CONSTRUCTION. THE MAXIMUM EQUIPMENT
HEIGHT IS 35' AGL.
TAXILANE CONNECTORS TO BRAVO
WEST PAVEMENT REMOVAL,
GRADING, PAVEMENT
CONSTRUCTION, AND TEMPORARY
MARKING.
RUNWAY 7-25 OPEN
RUNWAY 1-19 OPEN
NORMAL /
UNRESTRICTED
PLACE BARRICADES AND CLOSURE MARKERS AS
SHOWN. THE CONTRACTOR SHALL NOTIFY THE
AIRPORT AT LEAST 72 HOURS IN ADVANCE OF WORK
SO THAT THE AIRPORT MANAGEMENT CAN ISSUE A
NOTAM OF CONSTRUCTION. THE MAXIMUM EQUIPMENT
HEIGHT IS 35' AGL.
FULL RATE PAVEMENT MARKING
(30 DAYS AFTER ASPHALT PAVING),
FINAL GRASSING, REMOVE
TEMPORARY EROSION CONTROL
DEMOBILIZATION.
RUNWAY 7-25 OPEN
RUNWAY 1-19 OPEN
NORMAL /
UNRESTRICTED
PLACE BARRICADES AND CLOSURE MARKERS AS
SHOWN. THE CONTRACTOR SHALL NOTIFY THE
AIRPORT AT LEAST 72 HOURS IN ADVANCE OF WORK
SO THAT THE AIRPORT MANAGEMENT CAN ISSUE A
NOTAM OF CONSTRUCTION. THE MAXIMUM EQUIPMENT
HEIGHT IS 35' AGL.
L4
TAXIWAY B NEW
L5
TAXIWAY B NEW
L6
TAXIWAY B NEW
TAXIWAY A
TAXIWAY B
TAXILANE
CONSTRUCTION
TIME (DAYS)
MOBILIZATION, EROSION CONTROL
SETUP, TAXIWAY BRAVO WEST
PAVEMENT REMOVAL, GRADING,
PAVEMENT CONSTRUCTION, LIGHTING
INSTALLATION.
RUNWAY 7-25 CLOSED
RUNWAY 1-19 OPEN
NORMAL /
UNRESTRICTED
PLACE BARRICADES AND CLOSURE MARKERS AS
SHOWN. THE CONTRACTOR SHALL NOTIFY THE
AIRPORT AT LEAST 72 HOURS IN ADVANCE OF WORK
SO THAT THE AIRPORT MANAGEMENT CAN ISSUE A
NOTAM OF CONSTRUCTION. THE MAXIMUM EQUIPMENT
HEIGHT IS 35' AGL.
TAXIWAY ALPHA AND BRAVO
INTERSECTION PAVEMENT REMOVAL,
GRADING, LIGHTING INSTALLATION &
REMOVAL, AND TEMPORARY MARKING.
RUNWAY 7-25 OPEN
RUNWAY 1-19 OPEN
NORMAL /
UNRESTRICTED
PLACE BARRICADES AND CLOSURE MARKERS AS
SHOWN. THE CONTRACTOR SHALL NOTIFY THE
AIRPORT AT LEAST 72 HOURS IN ADVANCE OF WORK
SO THAT THE AIRPORT MANAGEMENT CAN ISSUE A
NOTAM OF CONSTRUCTION. THE MAXIMUM EQUIPMENT
HEIGHT IS 35' AGL.
TAXIWAY BRAVO PAVEMENT REMOVAL,
GRADING, PAVEMENT CONSTRUCTION,
LIGHTING INSTALLATION & REMOVAL,
AND TEMPORARY MARKING WITHIN
RUNWAY 1-19 RSA.
RUNWAY 7-25 OPEN
RUNWAY 1-19 CLOSED
NORMAL /
UNRESTRICTED
INCLUDING THE
WEEKEND
PLACE BARRICADES AND CLOSURE MARKERS AS
SHOWN. THE CONTRACTOR SHALL NOTIFY THE
AIRPORT AT LEAST 72 HOURS IN ADVANCE OF WORK
SO THAT THE AIRPORT MANAGEMENT CAN ISSUE A
NOTAM OF CONSTRUCTION. THE MAXIMUM EQUIPMENT
HEIGHT IS 35' AGL.
TAXILANE CONNECTORS TO BRAVO
WEST PAVEMENT REMOVAL,
GRADING, PAVEMENT
CONSTRUCTION, AND TEMPORARY
MARKING.
RUNWAY 7-25 OPEN
RUNWAY 1-19 OPEN
NORMAL /
UNRESTRICTED
PLACE BARRICADES AND CLOSURE MARKERS AS
SHOWN. THE CONTRACTOR SHALL NOTIFY THE
AIRPORT AT LEAST 72 HOURS IN ADVANCE OF WORK
SO THAT THE AIRPORT MANAGEMENT CAN ISSUE A
NOTAM OF CONSTRUCTION. THE MAXIMUM EQUIPMENT
HEIGHT IS 35' AGL.
FULL RATE PAVEMENT MARKING
(30 DAYS AFTER ASPHALT PAVING),
FINAL GRASSING, REMOVE
TEMPORARY EROSION CONTROL
DEMOBILIZATION.
RUNWAY 7-25 OPEN
RUNWAY 1-19 OPEN
NORMAL /
UNRESTRICTED
PLACE BARRICADES AND CLOSURE MARKERS AS
SHOWN. THE CONTRACTOR SHALL NOTIFY THE
AIRPORT AT LEAST 72 HOURS IN ADVANCE OF WORK
SO THAT THE AIRPORT MANAGEMENT CAN ISSUE A
NOTAM OF CONSTRUCTION. THE MAXIMUM EQUIPMENT
HEIGHT IS 35' AGL.
L4
TAXIWAY B NEW
L5
TAXIWAY B NEW
L6
TAXIWAY B NEW
TAXIWAY A
CONSTRUCTION
TIME (DAYS)
MOBILIZATION, EROSION CONTROL
SETUP, TAXIWAY BRAVO WEST
PAVEMENT REMOVAL, GRADING,
PAVEMENT CONSTRUCTION, LIGHTING
INSTALLATION.
RUNWAY 7-25 CLOSED
RUNWAY 1-19 OPEN
NORMAL /
UNRESTRICTED
PLACE BARRICADES AND CLOSURE MARKERS AS
SHOWN. THE CONTRACTOR SHALL NOTIFY THE
AIRPORT AT LEAST 72 HOURS IN ADVANCE OF WORK
SO THAT THE AIRPORT MANAGEMENT CAN ISSUE A
NOTAM OF CONSTRUCTION. THE MAXIMUM EQUIPMENT
HEIGHT IS 35' AGL.
TAXIWAY ALPHA AND BRAVO
INTERSECTION PAVEMENT REMOVAL,
GRADING, LIGHTING INSTALLATION &
REMOVAL, AND TEMPORARY MARKING.
RUNWAY 7-25 OPEN
RUNWAY 1-19 OPEN
NORMAL /
UNRESTRICTED
PLACE BARRICADES AND CLOSURE MARKERS AS
SHOWN. THE CONTRACTOR SHALL NOTIFY THE
AIRPORT AT LEAST 72 HOURS IN ADVANCE OF WORK
SO THAT THE AIRPORT MANAGEMENT CAN ISSUE A
NOTAM OF CONSTRUCTION. THE MAXIMUM EQUIPMENT
HEIGHT IS 35' AGL.
TAXIWAY BRAVO PAVEMENT REMOVAL,
GRADING, PAVEMENT CONSTRUCTION,
LIGHTING INSTALLATION & REMOVAL,
AND TEMPORARY MARKING WITHIN
RUNWAY 1-19 RSA.
RUNWAY 7-25 OPEN
RUNWAY 1-19 CLOSED
NORMAL /
UNRESTRICTED
INCLUDING THE
WEEKEND
PLACE BARRICADES AND CLOSURE MARKERS AS
SHOWN. THE CONTRACTOR SHALL NOTIFY THE
AIRPORT AT LEAST 72 HOURS IN ADVANCE OF WORK
SO THAT THE AIRPORT MANAGEMENT CAN ISSUE A
NOTAM OF CONSTRUCTION. THE MAXIMUM EQUIPMENT
HEIGHT IS 35' AGL.
TAXILANE CONNECTORS TO BRAVO
WEST PAVEMENT REMOVAL,
GRADING, PAVEMENT
CONSTRUCTION, AND TEMPORARY
MARKING.
RUNWAY 7-25 OPEN
RUNWAY 1-19 OPEN
NORMAL /
UNRESTRICTED
PLACE BARRICADES AND CLOSURE MARKERS AS
SHOWN. THE CONTRACTOR SHALL NOTIFY THE
AIRPORT AT LEAST 72 HOURS IN ADVANCE OF WORK
SO THAT THE AIRPORT MANAGEMENT CAN ISSUE A
NOTAM OF CONSTRUCTION. THE MAXIMUM EQUIPMENT
HEIGHT IS 35' AGL.
FULL RATE PAVEMENT MARKING
(30 DAYS AFTER ASPHALT PAVING),
FINAL GRASSING, REMOVE
TEMPORARY EROSION CONTROL
DEMOBILIZATION.
RUNWAY 7-25 OPEN
RUNWAY 1-19 OPEN
NORMAL /
UNRESTRICTED
PLACE BARRICADES AND CLOSURE MARKERS AS
SHOWN. THE CONTRACTOR SHALL NOTIFY THE
AIRPORT AT LEAST 72 HOURS IN ADVANCE OF WORK
SO THAT THE AIRPORT MANAGEMENT CAN ISSUE A
NOTAM OF CONSTRUCTION. THE MAXIMUM EQUIPMENT
HEIGHT IS 35' AGL.
L4
TAXIWAY B NEW
L5
TAXIWAY B NEW
L6
TAXIWAY B NEW
TAXIWAY A
CONSTRUCTION
TIME (DAYS)
MOBILIZATION, EROSION CONTROL
SETUP, TAXIWAY BRAVO WEST
PAVEMENT REMOVAL, GRADING,
PAVEMENT CONSTRUCTION, LIGHTING
INSTALLATION.
RUNWAY 7-25 CLOSED
RUNWAY 1-19 OPEN
NORMAL /
UNRESTRICTED
PLACE BARRICADES AND CLOSURE MARKERS AS
SHOWN. THE CONTRACTOR SHALL NOTIFY THE
AIRPORT AT LEAST 72 HOURS IN ADVANCE OF WORK
SO THAT THE AIRPORT MANAGEMENT CAN ISSUE A
NOTAM OF CONSTRUCTION. THE MAXIMUM EQUIPMENT
HEIGHT IS 35' AGL.
TAXIWAY ALPHA AND BRAVO
INTERSECTION PAVEMENT REMOVAL,
GRADING, LIGHTING INSTALLATION &
REMOVAL, AND TEMPORARY MARKING.
RUNWAY 7-25 OPEN
RUNWAY 1-19 OPEN
NORMAL /
UNRESTRICTED
PLACE BARRICADES AND CLOSURE MARKERS AS
SHOWN. THE CONTRACTOR SHALL NOTIFY THE
AIRPORT AT LEAST 72 HOURS IN ADVANCE OF WORK
SO THAT THE AIRPORT MANAGEMENT CAN ISSUE A
NOTAM OF CONSTRUCTION. THE MAXIMUM EQUIPMENT
HEIGHT IS 35' AGL.
TAXIWAY BRAVO PAVEMENT REMOVAL,
GRADING, PAVEMENT CONSTRUCTION,
LIGHTING INSTALLATION & REMOVAL,
AND TEMPORARY MARKING WITHIN
RUNWAY 1-19 RSA.
RUNWAY 7-25 OPEN
RUNWAY 1-19 CLOSED
NORMAL /
UNRESTRICTED
INCLUDING THE
WEEKEND
PLACE BARRICADES AND CLOSURE MARKERS AS
SHOWN. THE CONTRACTOR SHALL NOTIFY THE
AIRPORT AT LEAST 72 HOURS IN ADVANCE OF WORK
SO THAT THE AIRPORT MANAGEMENT CAN ISSUE A
NOTAM OF CONSTRUCTION. THE MAXIMUM EQUIPMENT
HEIGHT IS 35' AGL.
TAXILANE CONNECTORS TO BRAVO
WEST PAVEMENT REMOVAL,
GRADING, PAVEMENT
CONSTRUCTION, AND TEMPORARY
MARKING.
RUNWAY 7-25 OPEN
RUNWAY 1-19 OPEN
NORMAL /
UNRESTRICTED
PLACE BARRICADES AND CLOSURE MARKERS AS
SHOWN. THE CONTRACTOR SHALL NOTIFY THE
AIRPORT AT LEAST 72 HOURS IN ADVANCE OF WORK
SO THAT THE AIRPORT MANAGEMENT CAN ISSUE A
NOTAM OF CONSTRUCTION. THE MAXIMUM EQUIPMENT
HEIGHT IS 35' AGL.
FULL RATE PAVEMENT MARKING
(30 DAYS AFTER ASPHALT PAVING),
FINAL GRASSING, REMOVE
TEMPORARY EROSION CONTROL
DEMOBILIZATION.
RUNWAY 7-25 OPEN
RUNWAY 1-19 OPEN
NORMAL /
UNRESTRICTED
PLACE BARRICADES AND CLOSURE MARKERS AS
SHOWN. THE CONTRACTOR SHALL NOTIFY THE
AIRPORT AT LEAST 72 HOURS IN ADVANCE OF WORK
SO THAT THE AIRPORT MANAGEMENT CAN ISSUE A
NOTAM OF CONSTRUCTION. THE MAXIMUM EQUIPMENT
HEIGHT IS 35' AGL.
FLASHING LIGHT (ALL LIGHTS
SHALL HAVE THE ABILITY TO BE
STEADY BURNING AND FLASHING)
TRAILER MOUNTED
CLOSURE CROSS
AVIATION YELLOW
POWER SUPPLY
EXIT DIAGRAM
ENTRANCE ELEVATION
TAXIWAY CLOSURE MARKER3 NOT TO SCALE
LIGHTED RUNWAY CLOSURE MARKER2 NOT TO SCALE
CONSTRUCTION ENTRANCE DETAIL6 NOT TO SCALE
LOW-LEVEL LIGHTED BARRICADE DETAIL1 NOT TO SCALE
FLAG LINE DETAIL5 NOT TO SCALE
EQUIPMENT & VEHICLE SIGNAL FLAG4 NOT TO SCALE
File details come from the government source that posted it. Updated .