IFB Plans_APA 2024 RW 10-28 Seal Coat.pdf
PDF 8 MB Posted
- Solicitation number
- 2024 Seal Coat and Restripe
- Issued by
- Arapahoe County, Eagle Town, Colorado
About this file
These design documents are for the 2024 Runway 10/28 Seal Coat and Marking Removal and Remark Airfield project at Centennial Airport in Englewood, Colorado, prepared by Jacobs for the Arapahoe County Public Airport Authority. The project involves comprehensive runway and taxiway maintenance, including marking removal, rapid cure asphalt seal coat application, and remarking multiple runways and taxiways. Key project elements include seal coating approximately 29,350 square yards with aggregate and 17,550 square yards without aggregate, removing approximately 30,850 square feet of existing markings, and installing new pavement markings across 285,500 square feet. The bid documents specify a project deadline of May 25, 2024, for Runway 10/28 and Taxiway C connectors, with sealed bids due by 10:00 a.m. on February 28, 2024.
The project will be funded through the Airport Improvement Program, with bidders required to submit a bid bond or certified check for 5% of their total bid. Liquidated damages are structured with $5,000 per calendar day for delays in completing Runway 10/28 and Taxiway C connector work, and $2,500 per calendar day for other phases such as taxiway and runway remarking. The contract includes specific safety and operational requirements, including maintaining airport traffic flow, adhering to airfield security protocols, and coordinating closely with airport operations to minimize disruption. Contractors must follow strict guidelines for working within the Airfield Operations Area (AOA), including vehicle identification, communication protocols, and dust and debris control measures.
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Text version
GENE
RATO
R
FF =
5862.
47'
FF =
5862.
47'
FF =
.40'
FF =
.04'
FF = 5
862.5
0'
FF =
.44'
FF =
5862.
47'
FF =
.44'
BUIL
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HEIG
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.98'
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NO RUNUP BEYOND THIS POINT
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T4T3T2T1 T19T18
T30T29T28T27T26
T15 T16 T17T14T13T12T11
T23 T25T22
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T20 T21
T
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T T T T T T T T T
T T T T T T T T T
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17R17R 35L35L35L-17R35L-17R
17L-35R 17L-35R
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FILENAME: PLOT DATE: PLOT TIME:
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2024 RUNWAY 10/28 SEAL COAT AND MARKING
REMOVAL AND REMARK AIRFIELD
ISSUED FOR BID
FEBRUARY 7, 2024
N
LOCATION MAP
SEAL COAT PROJECT AREA
ACRE/ADVISORY CIRCULAR
ARAPAHOE COUNTY PUBLIC AIRPORT AUTHORITY
AIRPORT IMPROVEMENT PROGRAM
AIRFIELD OPERATIONS AREA
CENTENNIAL AIRPORT
APPROVED
AMERICAN SOCIETY FOR TESTING AND MATERIALS
AIR TRAFFIC CONTROL TOWER
AVENUE
BOULEVARD
COLORADO DEPARTMENT OF TRANSPORTATION
CHECKED
CENTERLINE
COLORADO
CORPORATION
COLORADO REVISED STATUTES
CUBIC YARD
DESIGNED
DRAWING
EAST
ET CETERA
FEDERAL AVIATION ADMINISTRATION
FEDERAL AVIATION REGULATION
FOOT
HOUR
INCH
LENGTH
POUND
LINEAR FEET
LUMP SUM
LEFT
MAXIMUM
MINIMUM
MILES PER HOUR
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
NORTH/NORTHING
NUMBER
NOTICE TO AIRMEN
NOT TO SCALE
OBJECT FREE AREA
OPERATIONS
PARKWAY
PROJECT
PROPOSED
RADIUS
RUNWAY SAFETY AREA
RIGHT
RUNWAY
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SCHEDULE
STREET
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SQUARE YARD
TAXIWAY SAFETY AREA
TAXIWAY
TYPICAL
WEST
AC
ACPAA
AIP
AOA
APA
APVD
ASTM
ATCT
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BLVD
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DWG
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FAA
FAR
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L
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LS
LT, L
MAX
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N
NO
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OFA
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PROJ
PROP
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RSA
RT, R
R/W, RW
S
SCH
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STA
SY
TSA
T/W, TW
TYP
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SHEET INDEX
ABBREVIATIONSSUMMARY OF QUANTITIES
GRAPHIC SCALE
01,000' 1,000' 3,000'
SCALE: 1" = 1,000'
C O
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SHEET
NUMBER DRAWING DESCRIPTION
1 GI001 COVER SHEET
2 GC001 CONTRACTOR STAGING & ACCESS PLAN
3 GC002 CONSTRUCTION SAFETY PLAN
4 GC003 CONSTRUCTION SAFETY NOTES & DETAILS
5 GC101 OVERALL PROJECT SITE & PHASING PLAN
6 GC102 BARRICADE PLAN - RUNWAY 10/28 & TAXIWAY C CONNECTORS
7 GC103 BARRICADE PLAN - TAXIWAY A (PHASES 1-5)
8 GC104 BARRICADE PLAN - RUNWAY 17L/35R & TAXIWAY A AND B CONNECTORS
9 GC105 BARRICADE PLAN - RUNWAY 17R/35L & TAXIWAY B AND B CONNECTORS
11 CT101 PAVEMENT MARKING PLAN
12 CT102 PAVEMENT MARKING PLAN
13 CT103 PAVEMENT MARKING PLAN
14 CT104 PAVEMENT MARKING PLAN
15 CT105 PAVEMENT MARKING PLAN
16 CT106 PAVEMENT MARKING PLAN
17 CT501 PAVEMENT MARKING DETAILS
18 CT502 PAVEMENT MARKING DETAILS
19 CT503 PAVEMENT MARKING DETAILS
20 CT504 PAVEMENT MARKING DETAILS
BID ITEM SPEC DESCRIPTION
1 C-105-1 MOBILIZATION
2 C-105-2 TRAFFIC CONTROL
3 P-608R-8.1 RAPID CURE ASPHALT SEAL COAT WITH AGGREGATE
5 P-620-5.1 MARKING REMOVAL
6 P-620-5.2 INITIAL PAVEMENT MARKING
UNIT QUANTITY
LS 1
LS 1
SY 29,350
SF 30,850
SF 21,850
10 CD101 RUNWAY 10/28 PAVEMENT MARKING REMOVAL AND SEAL COAT PLAN
7 P-620-5.3 FINAL PAVEMENT MARKING SF 285,500
4 P-608R-8.2 RAPID CURE ASPHALT SEAL COAT WITHOUT AGGREGATE SY 17,550
8 P-620-5.4 BLACK PAVEMENT MARKING SF 7,800
GE
NE
RA
TO
R
FF
= 5
.47
FF
= 5
.47
FF
= 58
62.4 0'
FF
= 5
.04
FF
= 5
.50
FF
= 5
.44
FF
= 5
.47'
FF
= 5
.44
BU
ILD
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HE
IGH
T =
91.
98'
XX
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T5 T6 T7 T8
T4T3T2T1 T19T18
T30T29T28T27T26
T15 T16 T17T14T13T12T11
T23 T25T22
T10T9
T20 T21
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T T T T T T T T T T
T
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T41T40T39T38T37T34 T36T33T31 T32 T35
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T T T T T T T T T
T T T T T T T T T
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17R
17L-35R
17R17R 35L35L35L-17R35L-17R
17L-35R 17L-35R
35L-17R
17L-35R
35L-17R
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RW 17L/35R
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EAST BRONCOS PKWY
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INTERPORT BLVD
TW
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RW 17R/35L
TW B
H Y D
H Y D
H Y D
H Y D
H Y D
CONTRACTOR ACCESS THROUGH GATE E2.
GATE MUST BE LOCKED OR GATE GUARD
REQUIRED AT ALL TIMES. CONTRACTOR
SHALL OBTAIN NECESSARY PERMITS FOR
ACCESS/EGRESS TO/FROM THE PROJECT
SITE.
STAGING AREA
ACCESS THROUGH
GATE E3
FILENAME: PLOT DATE: PLOT TIME:
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NOTES:
GENERAL:
1. THE CONTRACTOR IS ADVISED THAT ALL EMPLOYEES WORKING INSIDE THE AOA
FENCE MUST CONFORM WITH ALL AIRFIELD SECURITY REQUIREMENTS. THE
CONTRACTOR SHALL CONTACT THE ENGINEER FOR ALL REQUIREMENTS. ANY
CONTRACTOR EMPLOYEE NOT CONFORMING TO AIRFIELD OR FAA REQUIREMENTS
WILL BE ASKED TO LEAVE THE PROJECT AND NOT RETURN FOR THE REMAINDER OF
THE PROJECT.
MAINTENANCE OF TRAFFIC AND SAFETY:
1. THE CONTRACTOR IS ADVISED THAT AIRFIELD AREAS WILL BE ACTIVE DURING THIS
CONTRACT. THE CONTRACTOR WILL BE EXPECTED TO CONDUCT THE WORK SUCH
THAT THE SAFETY OF AIRCRAFT OPERATIONS IS NOT REDUCED AND THAT
VEHICULAR FLOW IS MAINTAINED AT ALL TIMES, EXCEPT AS SPECIFICALLY PROVIDED
FOR IN THE CONTRACT DOCUMENTS OR ALLOWED BY THE AIRPORT. THE
CONTRACTOR IS ADVISED, AND SHALL ACCEPT AS AN IMPORTANT CONSIDERATION
OF THE WORK, THAT THE MAINTENANCE OF SAFE AND EFFICIENT ACCESS/EGRESS
TO THE AIRPORT VIA THE ROADWAY SYSTEM IS AN INTEGRAL PART OF THE WORK.
IN CASES NOT SPECIFICALLY COVERED ELSEWHERE IN THE CONTRACT
DOCUMENTS, ALL TRAFFIC CONTROL SHALL BE ACCOMPLISHED IN CONFORMANCE
TO THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
(MUTCD). THE CONTRACTOR'S SUPERINTENDENT WILL BE SUPPLIED WITH A RADIO
FROM THE AIRPORT TO ALLOW THE AIRPORT TO MAINTAIN CONSTANT
COMMUNICATION WITH THE SUPERINTENDENT. THE CONTRACTOR IS REQUIRED TO
PROVIDE RADIOS FOR COMMUNICATIONS WITH THE GATE GUARD AND FLAGGERS.
TYPE OF RADIOS SUPPLIED BY THE CONTRACTOR WILL BE DETERMINED BY THE
CONTRACTOR AND SHALL NOT INTERFERE WITH THE AIRPORT RADIO FREQUENCY.
STAGING AREA - GENERAL REQUIREMENTS:
1. THE CONTRACTOR WILL BE REQUIRED TO SIGN THE "LICENSE AND USE AGREEMENT"
PROVIDED IN THE BIDDING DOCUMENTS.
2. THE CONTRACTOR WILL BE RESPONSIBLE FOR TRANSPORTING EMPLOYEES FROM
THE STAGING AREA TO AND FROM THE WORK AREAS. IF ADDITIONAL EMPLOYEE
PARKING IS REQUIRED, THE LOCATION SHALL BE COORDINATED WITH THE AIRPORT.
3. THE CONTRACTOR MAY DO SOME WORK TO ADAPT THE AREA TO SPECIFIC NEEDS.
THE CONTRACTOR SHALL OBTAIN NECESSARY PERMIT(S) TO DEVELOP AND USE THE
SITE FOR STAGING AND OTHER ACTIVITIES AS REQUIRED.
4. THE AIRPORT MAY, AT ITS DISCRETION, DESIGNATE THAT STAGING AREAS FOR
OTHER CONTRACTORS BE LOCATED IN THIS VICINITY. IF THIS OCCURS, THE
CONTRACTOR SHALL COOPERATE, AS NECESSARY, TO ACCOMMODATE OTHERS.
SEAL COAT CONTRACTOR SHALL COORDINATE WITH AIRPORT FOR DESIGNATED
STAGING AREA LOCATIONS WITHIN AREA SHOWN ON PLANS.
5. THE CONTRACTOR WILL BE REQUIRED TO OBSERVE ALL EXISTING TRAFFIC FLOW
DIRECTIONS WHEN ENTERING AND LEAVING THE STAGING AREA.
6. THE CONTRACTOR SHALL PROVIDE PROFESSIONALLY MADE SIGNS INDICATING THE
NAME OF THE CONTRACTOR AND A MESSAGE DIRECTING ALL MATERIALS AND
DELIVERIES TO THE STAGING AREA.
7. IT IS ANTICIPATED THAT ACTIVITY IN THE CONTRACTOR'S STAGING AREA WILL NOT
AFFECT FAA PART 77 IMAGINARY SURFACES. THE CONTRACTOR IS REQUIRED TO
SUBMIT TO THE ENGINEER AN EQUIPMENT PLAN PRIOR TO BEGINNING WORK FOR
VERIFICATION OF PART 77 COMPLIANCE.
8. ALL REQUIRED UTILITIES FOR THE CONTRACTOR'S STAGING AREA SHALL BE
ARRANGED AND PAID FOR BY THE CONTRACTOR DIRECTLY WITH THE APPROPRIATE
UTILITY AGENCY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
AVAILABILITY OF UTILITIES AND TO ENCLOSE, SECURE, AND SET UP THEIR
OPERATIONAL AREA. THE CONTRACTOR MAY CHOOSE TO PROVIDE ELECTRICAL
POWER TO THE CONSTRUCTION TRAILER VIA A GENERATOR OR EXISTING
ELECTRICAL PEDESTAL.
DUST AND DEBRIS CONTROL:
1. THE CONTRACTOR SHALL PAY PARTICULAR ATTENTION TO THE DUST CONTROL
REQUIREMENTS OF THIS CONTRACT. THE OPERATIONS OF THE RUNWAYS,
TAXIWAYS/TAXILANES, AND ASSOCIATED NAVIGATIONAL AIDS ARE ESPECIALLY
SENSITIVE TO DUST. THE ENGINEER RESERVES THE RIGHT TO STOP GRADING,
HAULING, OR OTHER WORK IF NECESSARY, TO BRING DUST UNDER CONTROL. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL WITHIN THE
CONSTRUCTION LIMITS AS WELL AS ALONG ANY ROADWAYS USED BY THE
EQUIPMENT AND VEHICLES.
2. THE CONTRACTOR SHALL PROVIDE A PAVEMENT VACUUM SWEEPER FOR KEEPING
DEBRIS CLEAR AT ALL OPERATIONAL PAVEMENT CROSSING AREAS AND ON THE
HAUL ROUTES AS REQUIRED BY THE AIRPORT.
WORK WITHIN AIRFIELD OPERATION AREA (AOA):
1. WORK ADJACENT TO ACTIVE PAVEMENTS
1.A. AREAS OF WORK UNDER THIS CONTRACT DIRECTLY TIE INTO ACTIVE AIRCRAFT
PAVEMENTS. WHEN UNDERTAKING WORK IN THIS GENERAL VICINITY, THE
CONTRACTOR SHALL:
1.A.1. OBSERVE THE APPROPRIATE REQUIREMENTS OF THE CONSTRUCTION
SAFETY AND PHASING PLAN.
1.A.2. NOT ALLOW ANY WORK TO BE UNDERTAKEN INSIDE OF, OR ANY
PERSONNEL, EQUIPMENT, OR VEHICLES TO ENTER A RUNWAY OR
TAXIWAY/TAXILANE OBJECT FREE AREA WHILE IN USE. THE ENGINEER
SHALL, WHEN REQUESTED BY THE CONTRACTOR, AND WHEN IN
CONFORMANCE WITH THE APPROVED CONSTRUCTION SCHEDULE,
ARRANGE FOR THE CLOSURE OF AFFECTED AREAS.
2. HAUL ROUTE OPERATIONS
2.A. ALL OPERATIONS ON ROADS INSIDE THE AOA FENCE SHALL OBSERVE A 15 MPH
SPEED LIMIT.
2.B. ALL OPERATIONS ON PUBLIC ROADS SHALL OBSERVE THE POSTED SPEED LIMIT.
2.C. THE CONTRACTOR SHALL MAINTAIN ALL HAUL ROADS THROUGHOUT THE
DURATION OF THE PROJECT. UPON COMPLETION OF THE WORK, ANY HAUL
ROADS WILL BE RESTORED TO THE ENGINEER'S SATISFACTION. NO SEPARATE
PAYMENT SHALL BE MADE FOR THIS WORK, IT SHALL BE INCLUDED IN THE
PROJECT.
ACCESS GATE REQUIREMENTS:
1. THE CONTRACTOR SHALL ADHERE TO ALL SECURITY REQUIREMENTS. ALL
CONTRACTOR VEHICLES, INCLUDING DELIVERIES, EMPLOYEES, MATERIALS,
ETC...WILL ENTER AND EXIT THROUGH THE GATE SHOWN. A GATE GUARD SHALL
MONITOR ALL TRAFFIC THROUGH THE GATE.
2. ANY EMPLOYEE TO WORK AS A GATE GUARD SHALL BE APPROVED BY THE AIRPORT
AND/OR THE ENGINEER.
3. GATE GUARDS WILL BE REQUIRED TO KEEP A LOG BOOK OF ALL ENTRANTS TO
INCLUDE: NAME, TIME ENTERED, TIME EXITED, AND COMPANY.
GRAPHIC SCALE
0600' 600' 1,800'
SCALE: 1" = 600'
N
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FF
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BU
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XXX
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NO RUNUP BEYOND THIS POINT
N O
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NO TAXI NO TAXINO TAXI NO TAXI NO TAXI
T
T
T5 T6 T7 T8
T4T3T2T1 T19T18
T30T29T28T27T26
T15 T16 T17T14T13T12T11
T23 T25T22
T10T9
T20 T21
T
T T T T T T T T T T
T
T24
T41T40T39T38T37T34 T36T33T31 T32 T35
T T T T T T T T T
T T T T T T T T T
T T T T T T T T T
T
MN
17R
17L-35R
17R17R 35L35L35L-17R35L-17R
17L-35R 17L-35R
35L-17R
17L-35R
35L-17R
X
○ XX
XXXX
X
X X
X
X
X X
X
X
X
X
X
X
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X X
X
X X
X X
X
X
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XXXXXX X X
X X X X X
X X X X X X
X X
X
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X X X X X X X X X X X X X
X X X X X X X
X
X X
T
T
T
T
T T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
ATCT BUILDING
X X
X
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X X
EA
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W
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D
SOUTH PEORIA ST
EAST BRONCOS PKWY
EAST C
O
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D
SOUTH PEORIA ST
124' OFA
1000' RSA
1000' RSA
500' RSA
1300'
300' RSA
300' RSA
150' RSA 500' ROFA
171' OFA
171'
OFA
171'
OFA
124' OFA124' OFA124' OFA
124' OFA 124' OFA
171'
OFA
110'
OFA171'
OFA
800' ROFA
TW A TW
A18
RW 17L/35R
TW
A1
TW
A4
TW
A8
TW A5
TW A9
TW A11 TW A13
TW
A14
TW
A16
TW C1
TW C2
TW C3
TW C4
TW C5
TW D1
TW D2
TW D4
TW
N
TW
C
INTERPORT BLVD
TW
N
RW 17R/35L
TW B TW
B16
TW
B17
TW
B14
TW
B12
TW
B8
TW
B4
150' RSA
0'
RS
A
0'
RS
A
500' ROFA
110'
OFA
4'
TO
FA
4'
TO
FA
4'
TO
FA
4'
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FA
4'
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FA
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GRAPHIC SCALE
0500' 500' 1,500'
SCALE: 1" = 500'
N
FAR PART 77 CONTOUR ELEVATION FOR RUNWAY 10/28. ELEVATION
SHOWS ALLOWABLE CONSTRUCTION HEIGHT (IN FEET) FOR STOCKPILES
AND STORED EQUIPMENT ABOVE RUNWAY 10/28 CENTERLINE ELEVATION
WHILE RUNWAY IS OPEN.
FAR PART 77 CONTOUR ELEVATION FOR RUNWAY 17R/35L. ELEVATION
SHOWS ALLOWABLE CONSTRUCTION HEIGHT (IN FEET) FOR STOCKPILES
AND STORED EQUIPMENT ABOVE RUNWAY 17R/35L CENTERLINE
ELEVATION WHILE RUNWAY IS OPEN.
FAR PART 77 CONTOUR ELEVATION FOR RUNWAY 17L/35R. ELEVATION
SHOWS ALLOWABLE CONSTRUCTION HEIGHT (IN FEET) FOR STOCKPILES
AND STORED EQUIPMENT ABOVE RUNWAY 17L/35R CENTERLINE
ELEVATION WHILE RUNWAY IS OPEN.
SAFETY LEGEND:
TAXIWAY OBJECT FREE AREA (CENTERED ON TAXIWAY CENTERLINE)
RUNWAY OBJECT FREE AREA (CENTERED ON RUNWAY CENTERLINE)
RUNWAY SAFETY AREA (CENTERED ON RUNWAY CENTERLINE)
AIRPORT SUPPLIED LIGHTED RUNWAY CLOSURE CROSSES
(REQUIRED DURING RUNWAY 10/28 WORK AND REMARKING OF AIRFIELD AS NECESSARY)
X
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1. THE INTENT OF THIS PROJECT IS TO REDUCE THE CONTRACTOR'S IMPACT ON AIRFIELD OPERATIONS. PORTIONS OF THE CONSTRUCTION ACTIVITIES FOR THIS PROJECT OCCUR INSIDE THE AIRFIELD BOUNDARY AND THE CONTRACTOR SHALL ACQUAINT ALL SUPERVISORS AND EMPLOYEES WITH AIRFIELD ACTIVITIES AND OPERATIONS THAT ARE INHERENT AT THIS AIRFIELD AND SHALL CONDUCT ALL CONSTRUCTION ACTIVITIES TO CONFORM TO ALL ROUTINE AND EMERGENCY AIR TRAFFIC REQUIREMENTS AND GUIDELINES ON SAFETY SPECIFIED IN THE CURRENT EDITION OF:
AC 150/5370-2 "OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION"
AC 150/5200-18 "AIRPORT SAFETY SELF-INSPECTION"
AC 150/5210-5 "PAINTING, MARKING, AND LIGHTING OF VEHICLES USED ON AN AIRPORT"
2. VEHICLE IDENTIFICATION - ALL CONTRACTOR VEHICLES WITHIN THE AIRFIELD PROPERTY WILL DISPLAY IN FULL VIEW ABOVE THE VEHICLE A 3' X 3' OR LARGER ORANGE AND WHITE CHECKERED FLAG, EACH CHECK BEING 1' SQUARE. COMPANY LOGOS MUST BE CONSPICUOUSLY PLACED ON EACH SIDE OF ALL VEHICLES OPERATING ON THE AIRFIELD. ALL VEHICLES OPERATING INSIDE THE AIRFIELD PROPERTY DURING THE HOURS OF DARKNESS SHALL BE EQUIPPED WITH A FLASHING AMBER (YELLOW) DOME-TYPE LIGHT MOUNTED ON TOP OF THE VEHICLE AND OF SUCH INTENSITY TO CONFORM TO LOCAL CODES FOR MAINTENANCE
AND EMERGENCY VEHICLES.
3. GROUND CONTROL - NO ACTIVE AIRFIELD PAVEMENT CROSSINGS BY ANY OF THE CONTRACTOR'S VEHICLES ARE ALLOWED WITHOUT AIRPORT OPERATIONS
ESCORT OR APPROVAL.
4. PAVEMENT CLOSURES - NO RUNWAY, TAXIWAY/TAXILANE, OR AIRFIELD ROADWAY SHALL BE CLOSED WITHOUT APPROVAL OF THE AIRPORT. A MINIMUM OF THREE (3) CALENDAR DAYS NOTICE PRIOR TO CLOSING IS REQUIRED. PRIOR TO CLOSING A RUNWAY, TAXIWAY/TAXILANE, OR AIRFIELD ROADWAY, THE APPROPRIATE NOTAMS WILL BE ISSUED BY THE AIRPORT AT LEAST 24 HOURS BEFORE THE CLOSING TAKES EFFECT.
5. OPEN TRENCHES - ANY CONSTRUCTION ACTIVITY OR OPEN TRENCHES INSIDE THE OBJECT FREE AREA OF AN ACTIVE RUNWAY OR TAXIWAY/TAXILANE WILL
REQUIRE CLOSURE OF THE RUNWAY OR TAXIWAY/TAXILANE, UNLESS OTHERWISE SHOWN.
6. TRENCH MARKING - OPEN TRENCHES, EXCAVATIONS, AND STOCKPILED MATERIALS LOCATED INSIDE AIRFIELD PROPERTY SHALL BE PROMINENTLY MARKED WITH FLAGS AND LIGHTED BY APPROVED LIGHT UNITS DURING HOURS OF RESTRICTED VISIBILITY AND DARKNESS.
7. OPEN FLAME - OPEN FLAME, WELDING, OR TORCH CUTTING OPERATIONS ARE PROHIBITED UNLESS ADEQUATE FIRE AND SAFETY PRECAUTIONS HAVE BEEN TAKEN AND THE PROCEDURE IS APPROVED BY THE AIRPORT. NO DEBRIS BURNING WILL BE ALLOWED.
8. EROSION CONTROL - STOCKPILED MATERIAL AND OPEN EXCAVATIONS SHALL BE TREATED IN SUCH A MANNER AS TO PREVENT MOVEMENT RESULTING FROM
AIRCRAFT BLAST OR WIND.
9. DEBRIS CONTROL - DEBRIS, WASTE, AND LOOSE MATERIAL SHALL NOT BE ALLOWED ON ACTIVE AIRCRAFT MOVEMENT AREAS. IF OBSERVED TO BE ON ACTIVE AIRCRAFT MOVEMENT AREAS, THE MATERIAL WILL BE REMOVED IMMEDIATELY BY THE CONTRACTOR UNDER ESCORT OF AIRPORT OPERATIONS. THE ENGINEER MAY DIRECT THAT DEBRIS PROBLEMS DURING CONSTRUCTION NOT CORRECTED BY THE CONTRACTOR BE CORRECTED BY OTHERS AT THE EXPENSE OF THE CONTRACTOR. NO OPEN TOP DUMPSTERS ARE ALLOWED. TRUCKS SHALL COVER THE LOAD FOR ALL MOVEMENTS ON THE AIRFIELD. IF DEBRIS AND DUST BECOME A HAZARD IN THE OPINION OF THE AIRPORT, WORK WILL BE STOPPED UNTIL CORRECTED.
10. INSPECTION BY THE ENGINEER - PRIOR TO OPENING FOR AIRCRAFT USE, THE ENGINEER WILL ARRANGE FOR INSPECTION OF ANY RUNWAY OR TAXIWAY/TAXILANE THAT HAS BEEN CLOSED FOR WORK OR AN AREA THAT HAS BEEN USED FOR A CROSSING POINT OR HAUL ROUTE BY THE CONTRACTOR.
11. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES AND PROTECTING THEM, UNLESS OTHERWISE SHOWN.
12. ANY GOVERNMENT OR AIRPORT FACILITY DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED AND/OR REPLACED AS DIRECTED BY THE ENGINEER AT THE
CONTRACTOR'S EXPENSE.
13. MATERIALS AND EQUIPMENT NOT IN USE SHALL BE STORED OR PARKED IN AREAS DESIGNATED BY THE ENGINEER OR AIRPORT AND OUTSIDE OF ACTIVE RUNWAY AND TAXIWAY/TAXILANE OBJECT FREE AREAS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESTRICTING THEIR EQUIPMENT AND PERSONNEL TO THE IMMEDIATE VICINITY OF CONSTRUCTION AND TO AUTHORIZED AREAS AND SHALL TAKE SUCH PRECAUTIONS, AT THEIR OWN EXPENSE, AS ARE NECESSARY
TO ASSURE COMPLIANCE WITH THESE REQUIREMENTS.
14. NO EXPLOSIVES WILL BE PERMITTED ON THE JOB SITE.
15. AIRFIELD TRAFFIC WILL CONTINUE TO USE ALL OPEN RUNWAYS, TAXIWAYS/TAXILANES, AND OTHER PAVED SURFACES OF THE AIRFIELD. THE CONTRACTOR SHALL AT ALL TIMES, CONDUCT THEIR WORK AS TO CREATE NO HINDRANCE, HAZARD OR OBSTACLE TO AIRFIELD TRAFFIC USING SUCH PORTIONS OF THE AIRFIELD AS ARE NOT OFFICIALLY CLOSED TO AIR TRAFFIC AND MUST, AT ALL TIMES, CONDUCT THE WORK IN CONFORMANCE WITH THE REQUIREMENTS OF THE
ENGINEER AND AIRPORT PERSONNEL.
16. THE CONTRACTOR SHALL POST THE CONSTRUCTION SAFETY AND PHASING PLAN IN A CLEARLY VISIBLE LOCATION INSIDE THE CONSTRUCTION TRAILER.
17. ALL RUNWAYS, TAXIWAYS/TAXILANES, APRONS, AND ROADWAYS IN THE PROJECT AREA SHALL BE CLEANED BY A VACUUM SWEEPER PRIOR TO OPENING TO
AIRFIELD TRAFFIC.
SAFETY NOTES:
1. BARRICADES SHALL MEET AC150/5370-2, CURRENT EDITION.
2. BARRICADES ARE PORTABLE AND DESIGNED TO DELINEATE AIRFIELD CONSTRUCTION ZONES OR OTHER
CLOSED PAVEMENT SURFACES.
3. BARRICADES TO BE PLACED WITH A MAXIMUM OF 4' SPACING, BETWEEN BARRICADES, AS SHOWN ON THE
PLANS.
4. BARRICADES ARE REQUIRED ANYTIME THE CONTRACTOR IS WORKING OR WHILE A PORTION OF THE PAVEMENT IS CLOSED. A MINIMUM OF 90% OF THE LIGHTS SHALL BE OPERATIONAL AT EACH BARRICADE
LOCATION. ANY LIGHTS FOUND NON-OPERATIONAL SHALL BE REPAIRED WITHIN 24 HOURS.
5. THE CONTRACTOR IS RESPONSIBLE FOR SUPPLYING, PLACING, AND REMOVING THE BARRICADES SHOWN ON
THE PLANS. A 25LB SAND BAG SHALL BE PLACED ON EACH END OF EACH BARRICADE.
NOTES:
PROFILE ELEVATION
18" MAX
CONSTRUCTION BARRICADE (LOW-PROFILE)
NTS
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RA
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FF
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FF
2.4
7'
FF
2.4
0'
FF
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FF
2.5
0'
FF
2.4
4'
FF
2.4
7'
FF
2.4
4'
BU
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XX
X
XX
X
XX
X
XXX
XXX
NO RUNUP BEYOND THIS POINT
N O
T
AX
I
US CUSTOMS
C U
ST
O
M S
C U
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M
S N O
T
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N E
NO TAXI NO TAXINO TAXI NO TAXI NO TAXI
T
T
T5 T6 T7 T8
T4T3T2T1 T19T18
T30T29T28T27T26
T15 T16 T17T14T13T12T11
T23 T25T22
T10T9
T20 T21
T
T T T T T T T T T T
T
T24
T41T40T39T38T37T34 T36T33T31 T32 T35
T T T T T T T T T
T T T T T T T T T
T T T T T T T T T
T
M N
17R
17L-35R
17R17R 35L35L35L-17R35L-17R
17L-35R 17L-35R
35L-17R
17L-35R
35L-17R
X
○ XX
XXXX
X
X X
X
X
X
X X
X
X
X
X
X
X
X
X X
X
X X
X X
X
X
X
X
XXXXXX X X
X X X X X
X X X X
X
XX
X X X X X X X X X X X X X
X X X X X
X
X X
T
T
T
T
T T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
SEE NOTE 3
MINIMIZE CLOSURE
SEE NOTE 2SEE NOTE 2SEE NOTE 2SEE NOTE 2
TW
A
TW
A
TW
B
TW A5 TW
A
TW
B
TAXIWAY B
RUNWAY 17L/35R
TAXIWAY A
TW A9
TW A11 TW A13 TW
A
TW
B
TW
A
TW
B
TW
A
RUNWAY 17R/35L
RU
NW
AY
0/
TA
XI
W
AY
C
TA
XI
W
AY
D
S. PEORIA ST.
C1 D1
D2
C2
C3
C4
C5
D4
A1
A1
A6A3A2
E.
C
O N
TR
O
L
TO
W
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R O
AD
TA
XI
LA
N
E N
S. PEORIA ST.
S.
IN
TE
R
PO
R
T
BL
VD
B1
B1
B8B4
A1
S1
S2
S4
BRONCOS PARKWAY
E.
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S.
P
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TO
M
AC
S T.
B1
B1
SEE NOTE 3
GRAPHIC SCALE
0500' 500' 1,500'
SCALE: 1" = 500'
N
NOTES:
1. THE CONTRACTOR SHALL COORDINATE SCHEDULE WITH
AIRPORT PRIOR TO STARTING WORK. THE CONTRACTOR
WILL BE REQUIRED TO PROVIDE A MINIMUM OF 50 TRAFFIC
CONES TO BARRICADE OFF REMARKING WORK LIMITS.
ROLLING CLOSURES OF PAVEMENT SHALL BE
COORDINATED WITH THE AIRPORT DURING MARKING
OPERATIONS.
2. WHEN COMPLETING WORK ON RUNWAY 17L/35R UP TO THE
HOLD BARS, A MINIMUM OF TWO TAXIWAY CONNECTORS
(TAXIWAY A4 AND TAXIWAY A16 OR TAXIWAY A8 AND A14)
MUST REMAIN OPEN AT ALL TIMES TO ALLOW THROUGH
TRAFFIC TO RUNWAY 17R/35L.
3. CONTRACTOR SHALL MINIMIZE WORK BLOCKING OFF
ACCESS TO HANGAR. AIRPORT SHALL BE NOTIFIED A
MINIMUM OF 3 DAYS PRIOR TO THE START OF WORK. WORK
TO OCCUR EARLY IN THE MORNING WHEN TRAFFIC IS
ANTICIPATED TO BE LIGHT, AS COORDINATED WITH THE
AIRPORT.
SCHEDULES OF WORK
LEGEND PHASE DURATION LIQUIDATED DAMAGES
LEGEND:
RUNWAY 10/28 AND TAXIWAY C CONNECTORS
MARKING REMOVAL AND RAPID CURE ASPHALT
SEAL COAT (P-608R)
*WORK MUST BE COMPLETED PRIOR TO MAY 25, 2024.
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VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0 c
PROJ
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MARKING REMOVAL, SEAL COAT, REMARK RUNWAY 10/28
& TAXIWAY C CONNECTORS 6 CALENDAR DAYS* $5,000 / CALENDAR DAY
REMARK TAXIWAY A - PHASE 1 1 CALENDAR DAY
REMARK TAXIWAY A - PHASE 2 1 CALENDAR DAY
REMARK TAXIWAY A - PHASE 3 1 CALENDAR DAY
REMARK TAXIWAY A - PHASE 4 1 CALENDAR DAY
REMARK TAXIWAY A - PHASE 5 1 CALENDAR DAY
REMARK TAXILANE N & TERMINAL APRON 1 CALENDAR DAY
REMARK TAXIWAY S & SOUTHEAST APRON 1 CALENDAR DAY
$2,500 / CALENDAR DAY
REMARK RUNWAY 17L/35R AND CONNECTORS 2 CALENDAR DAYS
REMARK RUNWAY 17R/35L, TAXIWAY B, AND CONNECTORS 2 CALENDAR DAYS
$5,000 / CALENDAR DAY
WORK COMPLETED BY OTHERS - -
RA
TO
R
FF
.47
FF
.47
FF
.40
FF
3.
FF
.50
FF
.44
FF
.47
FF
.44
BU
IL
DI
NG
H
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GH
T
.9
8'
XX
X
XX
X
XX
X
XX
X
XXX
XXX
N O
R U
N U
P BEYO
N
D
TH
IS PO
IN
T
N O
T
AX
I
US CUSTOMS
C U
ST
O
M S
C U
STO
M
S N O
T
AX
I Z O
N E
NO TAXI NO TAXINO TAXI NO TAXI NO TAXI
T
T
T5 T6 T7 T8
T4T3T2T1 T19T18
T30T29T28T27T26
T15 T16 T17T14T13T12T11
T23 T25T22
T10T9
T20 T21
T
T T T T T T T T T T
T
T24
T41T40T39T38T37T34 T36T33T31 T32 T35
T T T T T T T T T
T T T T T T T T T
T T T T T T T T T
T
M N
17R
17L-35R
17R17R 35L35L35L-17R35L-17R
17L-35R 17L-35R
35L-17R
17L-35R
35L-17R
X
○ XXX
XXXXX
X
X
X
X X
X X
X
XX
X X
X X
X
X
X
X X
X
X
X X X
X
X X
X X
X X
X
X
X
XXXXXXX X X X
X X X X X X X
X X X X X X
X
XX
X X X X X X X X X X X X X X X X X
X X X X X X
X X
X X
T
T
T
T
T T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
STAGING AREA
TW
A
TW
A
TW
B
TW A5 TW
A
TW
B
TAXIWAY B
RUNWAY 17L/35R
TAXIWAY A
TW A9
TW A11 TW A13 TW
A
TW
B
TW
A
TW
B
TW
A
RUNWAY 17R/35L
RU
NW
AY
0/
TA
XI
W
AY
C
TA
XI
W
AY
D
S. PEORIA ST.
C1 D1
D2
C2
C3
C4
C5
D4
A1
A1
A6A3A2
E.
C
O N
TR
O
L
TO
W
ER
R O
AD
TA
XI
LA
N
E N
S. PEORIA ST.
S. POTOMAC ST.
S.
IN
TE
R
PO
R
T
BL
VD
B1
B1
B8B4
A1
S1
S2
S4
BRONCOS PARKWAY
S.
P
O
TO
M
AC
S T.
B1
B1
150'
RSA
131'
TOFA
131'
TOFA
X
X
CONTRACTOR MUST GIVE WAY TO
AIRCRAFT UTILIZING TAXIWAY C5 RUNUP
GATE E2
SEE NOTE 1
GATE E3
SEE NOTE 1
GRAPHIC SCALE
0400' 400' 1,200'
SCALE: 1" = 400'
N
NOTES:
1. THE GATE MUST BE LOCKED AT ALL TIMES. IF THE
CONTRACTOR IS HAULING THROUGH THE GATE, A GATE
GUARD IS REQUIRED.
2. THE CONTRACTOR'S SUPERINTENDENT WILL BE SUPPLIED
WITH A RADIO FROM THE AIRPORT TO ALLOW THE AIRPORT
TO MAINTAIN CONSTANT COMMUNICATION WITH THE
CONTRACTOR.
3. CONTRACTOR SHALL STAY WITHIN BARRICADES. AT NO
POINT SHOULD THE CONTRACTOR ENCOUNTER AN OPENED
TAXIWAY DURING THIS PHASE. THE CONTRACTOR AND
STAFF SHALL STRICTLY ADHERE TO THE HAUL ROUTE
SHOWN AND ACCESS ONTO THE SITE.
4. THE CONTRACTOR SHALL COORDINATE WORK WITH THE
AIRPORT AT LEAST 48 HOURS PRIOR TO STARTING THE
WORK.
5. THE RUNWAY MAY NOT BE OPENED TO TRAFFIC UNTIL THE
ENGINEER/AIRPORT HAS APPROVED ALL WORK WITHIN THE
TAXIWAY OFA AREA.
6. THE CONTRACTOR WILL BE REQUIRED TO COVER ALL
LIGHTS AND SIGNS WITHIN THE SEAL COAT LIMITS PRIOR TO
THE START OF CONSTRUCTION. THIS WILL BE CONSIDERED
INCIDENTAL TO THE PROJECT.
7. ANY SURVEY DEEMED NECESSARY BY THE STRIPING
CONTRACTOR TO PERFORM THE FINAL MARKINGS SHALL BE
PERFORMED PRIOR TO SEAL COAT. THE COST OF SURVEY
SHALL BE CONSIDERED INCIDENTAL TO PAVEMENT
MARKING.
8. THE CONTRACTOR WILL BE REQUIRED TO PLACE A ONE
YEAR WARRANTY ON ALL MARKINGS WITHIN SEAL COAT
LIMITS.
LEGEND:
MARKING REMOVAL, SEAL COAT, AND MARKING
RUNWAY 10/28 AND TAXIWAY C CONNECTORS
PHASE LIMITS
ASPHALT SURFACE TREATMENT (P-608R)
BARRICADE
RUNWAY 10/28 SAFETY AREA
TAXIWAY OBJECT FREE AREA
AIRPORT PROVIDED RUNWAY CLOSURE CROSS
CONTRACTOR ACCESS ROUTE
GC003
BA
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FILENAME: PLOT DATE: PLOT TIME:
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1 2 3 4 5 6
B
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VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0 c
PROJ
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2/6/2024 8:47 AMWXYA8407-24SC-GC102
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XX
X
XX
X
XX
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XXX
XXX
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R U
N U
P BEYO
N
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IN
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T
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US CUSTOMS
C U
ST
O
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C U
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S N O
T
AX
I Z O
N E
NO TAXI NO TAXINO TAXI NO TAXI NO TAXI
T
T
T5 T6 T7 T8
T4T3T2T1 T19T18
T30T29T28T27T26
T15 T16 T17T14T13T12T11
T23 T25T22
T10T9
T20 T21
T
T T T T T T T T T T
T
T24
T41T40T39T38T37T34 T36T33T31 T32 T35
T T T T T T T T T
T T T T T T T T T
T T T T T T T T T
T
M N
17R
17L-35R
17R17R 35L35L35L-17R35L-17R
17L-35R 17L-35R
35L-17R
17L-35R
35L-17R
X
○ XXX
XXXXX
X
X
X
X X
X X
X
XX
X X
X X
X
X
X
X X
X
X
X X X
X
X X
X X
X X
X
X
X
XXXXXXX X X X
X X X X X X X
X X X X X X
X
XX
X X X X X X X X X X X X X X X X X
X X X X X X
X X
X X
T
T
T
T
T T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
MINIMIZE CLOSURE
SEE NOTE 3
MINIMIZE CLOSURE
SEE NOTE 3
STAGING AREA
TW A8 TO REMAIN OPEN.
WORK WITHIN TW A8 OFA
LIMITS SHALL BE COMPLETED
ON A PULL BACK BASIS.
CONTRACTOR TO MINIMIZE
CLOSURE OF TAXIWAY. MARKING
TAXIWAY ON A PULL BACK BASIS.
TW
A
TW
A
TW
B
TW A5 TW
A
TW
B
TAXIWAY B
RUNWAY 17L/35R
TAXIWAY A
TW A9
TW A11 TW A13
TW
A
TW
B
TW
A
TW
B
TW
A
RUNWAY 17R/35L
RU
NW
AY
0/
TA
XI
W
AY
C
TA
XI
W
AY
D
S. PEORIA ST.
C1 D1
D2
C2
C3
C4
C5
D4
A1
A1
A6A3A2
E.
C
O N
TR
O
L
TO
W
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R O
AD
TA
XI
LA
N
E N
S. PEORIA ST.
S. POTOMAC ST.
S.
IN
TE
R
PO
R
T
BL
VD
B1
B1
B8B4
A1
S1
S2
S4
BRONCOS PARKWAY
S.
P
O
TO
M
AC
S T.
B1
B1
500'
RSA
186'
TOFA (TYP) 186'
TOFA (TYP)
GRAPHIC SCALE
0400' 400' 1,200'
SCALE: 1" = 400'
N
NOTES:
1. FLAGGERS AT TAXIWAY A8 AND TAXIWAY A14 WILL BE
REQUIRED DURING ALL CONTRACTOR OPERATIONS
REQUIRING TAXIWAY CROSSINGS. IF NO FLAGGERS ARE ON
SITE, AN AIRPORT OPERATIONS ESCORT WILL BE REQUIRED
TO MOVE EQUIPMENT AND/OR PERSONNEL ACROSS ACTIVE
TAXIWAYS TO AND FROM THE STAGING AREA.
2. THE CONTRACTOR'S SUPERINTENDENT WILL BE SUPPLIED
WITH A RADIO FROM THE AIRPORT TO ALLOW THE AIRPORT
TO MAINTAIN CONSTANT COMMUNICATION WITH THE
CONTRACTOR.
3. CONTRACTOR SHALL STAY WITHIN BARRICADES. ESCORT
REQUIRED TO CROSS ACTIVE TAXIWAYS AND WHEN
LEAVING THE WORK LIMITS. CONTRACTOR SHALL MINIMIZE
WORK BLOCKING OFF ACCESS TO HANGAR. AIRPORT SHALL
BE NOTIFIED A MINIMUM OF 3 DAYS PRIOR TO THE START
OF WORK. WORK TO OCCUR EARLY IN THE MORNING WHEN
TRAFFIC IS ANTICIPATED TO BE LIGHT, AS COORDINATED
WITH THE AIRPORT.
4. THE CONTRACTOR SHALL COORDINATE PHASE 1 WORK
WITH THE AIRPORT AT LEAST 48 HOURS PRIOR TO
STARTING THE WORK. THE CONTRACTOR IS PERMITTED TO
MOVE TO THE NEXT PHASE WITHIN SAME WORKING DAY
ONCE THE PREVIOUS PHASE IS COMPLETE AND CAN BE
OPENED TO TRAFFIC.
5. THE TAXIWAY MAY NOT BE OPENED TO TRAFFIC UNTIL THE
ENGINEER/AIRPORT HAS APPROVED ALL WORK WITHIN THE
TAXIWAY OFA AREA.
6. THE CONTRACTOR IS REQUIRED TO PICK UP ALL TRAFFIC
CONES AT THE END OF EACH WORKING DAY AND OPEN ALL
PAVEMENTS TO TRAFFIC.
LEGEND:
REMARK TAXIWAY A - PHASE 1 LIMITS
REMARK TAXIWAY A - PHASE 2 LIMITS
REMARK TAXIWAY A - PHASE 3 LIMITS
REMARK TAXIWAY A - PHASE 4 LIMITS
REMARK TAXIWAY A - PHASE 5 LIMITS
TRAFFIC CONE (SEE NOTE 6)
RUNWAY 17L/35R SAFETY AREA
TAXIWAY OBJECT FREE AREA
BA
R
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AD
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PL
AN
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XI
W
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(P H
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1 2 3 4 5 6
B
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VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0 c
PROJ
DATE
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FEBRUARY 7, 2024
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WXYA8407
2/6/2024 8:48 AMWXYA8407-24SC-GC103
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T
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N E
NO TAXI NO TAXINO TAXI NO TAXI NO TAXI
T
T
T5 T6 T7 T8
T4T3T2T1 T19T18
T30T29T28T27T26
T15 T16 T17T14T13T12T11
T23 T25T22
T10T9
T20 T21
T
T T T T T T T T T T
T
T24
T41T40T39T38T37T34 T36T33T31 T32 T35
T T T T T T T T T
T T T T T T T T T
T T T T T T T T T
T
M N
17R
17L-35R
17R17R 35L35L35L-17R35L-17R
17L-35R 17L-35R
35L-17R
17L-35R
35L-17R
X
○ XXX
XXXXX
X
X
X
X X
X X
X
XX
X X
X X
X
X
X
X X
X
X
X X X
X
X X
X X
X X
X
X
X
XXXXXXX X X X
X X X X X X X
X X X X X X
X
XX
X X X X X X X X X X X X X X X X X
X X X X X X
X X
X X
T
T
T
T
T T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
STAGING AREA
TW
A
TW
A
TW
B
TW A5
TW
A
TW
B
TAXIWAY B
RUNWAY 17L/35R
TAXIWAY A
TW A9
TW A11 TW A13 TW
A
TW
B
TW
A
TW
B
TW
A
RUNWAY 17R/35L
RU
NW
AY
0/
TA
XI
W
AY
C
TA
XI
W
AY
D
S. PEORIA ST.
C1 D1
D2
C2
C3
C4
C5
D4
A1
A1
A6A3A2
E.
C
O N
TR
O
L
TO
W
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AD
TA
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LA
N
E N
S. PEORIA ST.
S. POTOMAC ST.
S.
IN
TE
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PO
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T
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B1
B1
B8B4
A1
S1
S2
S4
BRONCOS PARKWAY
S.
P
O
TO
M
AC
S T.
B1
B1
500'
RSA
131' TOFA
SEE NOTE 6 SEE NOTE 6 SEE NOTE 6 SEE NOTE 6
X X186'
TOFA
186'
TOFA
186'
TOFA
186'
TOFA
GRAPHIC SCALE
0400' 400' 1,200'
SCALE: 1" = 400'
N
NOTES:
1. AN AIRPORT OPERATIONS ESCORT WILL BE REQUIRED TO
MOVE EQUIPMENT AND/OR PERSONNEL ACROSS ACTIVE
TAXIWAYS TO AND FROM THE STAGING AREA.
2. THE CONTRACTOR'S SUPERINTENDENT WILL BE SUPPLIED
WITH A RADIO FROM THE AIRPORT TO ALLOW THE AIRPORT
TO MAINTAIN CONSTANT COMMUNICATION WITH THE
CONTRACTOR.
3. CONTRACTOR SHALL STAY WITHIN BARRICADES. ESCORT
REQUIRED TO CROSS ACTIVE TAXIWAYS AND WHEN
LEAVING THE WORK LIMITS. AT NO POINT SHOULD THE
CONTRACTOR OR PERSONNEL LEAVE THE WORK AREA
WITHOUT ESCORT.
4. THE CONTRACTOR SHALL COORDINATE WORK WITH THE
AIRPORT AT LEAST 48 HOURS PRIOR TO STARTING THE
WORK.
5. THE TAXIWAY MAY NOT BE OPENED TO TRAFFIC UNTIL THE
ENGINEER/AIRPORT HAS APPROVED ALL WORK WITHIN THE
TAXIWAY OFA AREA.
6. WHEN PERFORMING WORK ON RUNWAY 17L/35R UP TO THE
HOLD BARS, A MINIMUM OF TWO TAXIWAY CONNECTORS
(TAXIWAY A4 AND TAXIWAY A16 OR TAXIWAY A8 AND
TAXIWAY A14) MUST REMAIN OPEN AT ALL TIMES TO ALLOW
THROUGH TRAFFIC ACCESS TO RUNWAY 17R/35L. CLOSING
TAXIWAYS MUST BE COORDINATED WITH THE AIRPORT
OPERATIONS. THE CONTRACTOR MAY NOT CROSS AN OPEN
ACTIVE TAXIWAY WITHOUT CONTACTING AIRPORT
OPERATIONS.
LEGEND:
REMARK RUNWAY 17L/35R PHASE LIMITS
BARRICADE
TRAFFIC CONE
RUNWAY 17L/35R & 17R/35L SAFETY AREA
TAXIWAY OBJECT FREE AREA
AIRPORT PROVIDED RUNWAY CLOSURE
CROSS
GC003
BA
R
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IC
AD
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PL
AN
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1 2 3 4 5 6
B
C
D
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0 c
PROJ
DATE
D
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FEBRUARY 7, 2024
OF 21
WXYA8407
2/6/2024 8:48 AMWXYA8407-24SC-GC104
TH
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XX
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XX
X
XXX
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N O
R U
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P BEYO
N
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TH
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IN
T
N O
T
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I
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C U
ST
O
M S
C U
STO
M
S N O
T
AX
I Z O
N E
NO TAXI NO TAXINO TAXI NO TAXI NO TAXI
T
T
T5 T6 T7 T8
T4T3T2T1 T19T18
T30T29T28T27T26
T15 T16 T17T14T13T12T11
T23 T25T22
T10T9
T20 T21
T
T T T T T T T T T T
T
T24
T41T40T39T38T37T34 T36T33T31 T32 T35
T T T T T T T T T
T T T T T T T T T
T T T T T T T T T
T
M N
17R
17L-35R
17R17R 35L35L35L-17R35L-17R
17L-35R 17L-35R
35L-17R
17L-35R
35L-17R
X
○ XXX
XXXXX
X
X
X
X X
X X
X
XX
X X
X X
X
X
X
X X
X
X
X X X
X
X X
X X
X X
X
X
X
XXXXXXX X X X
X X X X X X X
X X X X X X
X
XX
X X X X X X X X X X X X X X X X X
X X X X X X
X X
X X
T
T
T
T
T T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
STAGING AREA
500'
RSA
131' TOFAX X
TW
A
TW
A
TW
B
TW A5
TW
A
TW
B
TAXIWAY B
RUNWAY 17L/35R
TAXIWAY A
TW A9
TW A11 TW A13 TW
A
TW
B
TW
A
TW
B
TW
A
RUNWAY 17R/35L
RU
NW
AY
0/
TA
XI
W
AY
C
TA
XI
W
AY
D
S. PEORIA ST.
C1 D1
D2
C2
C3
C4
C5
D4
A1
A1
A6A3A2
E.
C
O N
TR
O
L
TO
W
ER
R O
AD
TA
XI
LA
N
E N
S. PEORIA ST.
S. POTOMAC ST.
S.
IN
TE
R
PO
R
T
BL
VD
B1
B1
B8B4
A1
S1
S2
S4
BRONCOS PARKWAY
S.
P
O
TO
M
AC
S T.
B1
B1
150'
RSA GRAPHIC SCALE
0400' 400' 1,200'
SCALE: 1" = 400'
N
NOTES:
1. AN AIRPORT OPERATIONS ESCORT WILL BE REQUIRED TO
MOVE EQUIPMENT AND/OR PERSONNEL ACROSS ACTIVE
TAXIWAYS TO AND FROM THE STAGING AREA.
2. THE CONTRACTOR'S SUPERINTENDENT WILL BE SUPPLIED
WITH A RADIO FROM THE AIRPORT TO ALLOW THE AIRPORT
TO MAINTAIN CONSTANT COMMUNICATION WITH THE
CONTRACTOR.
3. CONTRACTOR SHALL STAY WITHIN BARRICADES. ESCORT
REQUIRED TO CROSS ACTIVE TAXIWAYS AND WHEN
LEAVING THE WORK LIMITS. AT NO POINT SHOULD THE
CONTRACTOR OR PERSONNEL LEAVE THE WORK AREA
WITHOUT AN ESCORT.
4. THE CONTRACTOR SHALL COORDINATE WORK WITH THE
AIRPORT AT LEAST 48 HOURS PRIOR TO STARTING THE
WORK.
5. THE TAXIWAY MAY NOT BE OPENED TO TRAFFIC UNTIL THE
ENGINEER/AIRPORT HAS APPROVED ALL WORK WITHIN THE
TAXIWAY OFA AREA.
LEGEND:
REMARK RUNWAY 17R/35L AND TAXIWAY B
PHASE LIMITS
TRAFFIC CONE
RUNWAY 17L/35R & 17R/35L SAFETY AREA
TAXIWAY OBJECT FREE AREA
AIRPORT PROVIDED RUNWAY CLOSURE CROSS
BA
R
R
IC
AD
E
PL
AN
R
U N
W
AY
R
/3 5L
T
AX
IW
AY
B
A N
D B
C O
N N
EC
TO
R S
GC105
M . M cG U
IR
E
M . M cG U
IR
E
D . K
N
IG
H T
K.
W
IL
SO
N
FILENAME: PLOT DATE: PLOT TIME:
JA
C
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BS
4.
A
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R
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D
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O F
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1 2 3 4 5 6
B
C
D
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0 c
PROJ
DATE
D
AT
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O
D
SG
N D
R R
EV
IS
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N
C H
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AP
VD
BY
AP
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SHEET
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A
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SU
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F
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FEBRUARY 7, 2024
OF 21
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TW C
TW
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TW
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TL N
RUNWAY 10/28
10'
55'
10'
T
T
T
MN
XXX
X X X X X X X X
T
T
T T
T
T
TW
C
TW
C
TW
D
TW D
TW C
TL N
RUNWAY 10/28
10'
55'
10'
FILENAME: PLOT DATE: PLOT TIME:
JA
C
O
BS
4.
A
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R
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H
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R
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ER
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D
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O F
D O
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EN
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1 2 3 4 5 6
B
C
D
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0 c
PROJ
DATE
D
AT
E N
O
D
SG
N D
R R
EV
IS
IO
N
C H
K
AP
VD
BY
AP
VD
SHEET
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A
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SU
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F
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B
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S U
BM
IT
TA
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FEBRUARY 7, 2024
OF 21
WXYA8407
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D O
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TH
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IZ
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N
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JA
C
O
BS
M
AR
KI
N
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EM
O
VA
L
AN
D
S
EA
L C
O
AT
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AY
0/
A N
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AR
K
AI
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FI
EL
D
C
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N
N
IA
L
AI
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PO
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EN
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LE
W
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O
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AD
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AY
0/
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EM
EN
T M
AR
KI
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R
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O
VA
L
AN
D S
EA
L
C O
AT
P
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N
CD101
M . M cG U
IR
E
M . M cG U
IR
E
D . K
N
IG
H T
K.
W
IL
SO
N
N
GRAPHIC SCALE
0100' 100' 300'
SCALE: 1" = 100'
NOTES:
1. ALL PAVEMENT MARKINGS ON RUNWAY 10/28 (SHOWN IN GREEN) SHALL BE REMOVED, TO THE SATISFACTION OF THE RPR, PRIOR TO SEAL COAT OPERATIONS. MARKINGS IDENTIFIED TO BE DEMOLISHED AND RESTRIPED SHALL HAVE AT LEAST 60%
OF THE MARKINGS REMOVED.
2. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF ANY EXISTING MARKING LOCATIONS THAT DIFFER FROM THE
PLANS.
3. ALL MARKING DEMOLITION SHALL BE PAID FOR UNDER ITEM P-620.
4. THE CONTRACTOR SHALL PREVENT DAMAGE TO THE PAVEMENT DURING MARKING REMOVAL. CONTRACTOR SHALL STOP MARKING REMOVAL OPERATIONS AND SHALL IMMEDIATELY NOTIFY THE RPR IF PAVEMENT DAMAGE OCCURS. ANY PAVEMENT
DAMAGE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
5. ANY EXISTING MARKING TO REMAIN THAT IS DAMAGED BY THE CONTRACTOR SHALL BE REPAINTED AT THE CONTRACTOR'S
EXPENSE.
M
AT
C H
LI
N
E, S
EE
B
EL
O
W
M
ATC
H
LIN
E, SEE ABO
VE
LEGEND:
PAVEMENT MARKING REMOVAL (P-620)
RAPID CURE ASPHALT SEAL COAT WITH AGGREGATE (P-608R)
(4800' x 55' LIMITS)
RAPID CURE ASPHALT SEAL COAT WITHOUT AGGREGATE (P-608R)
XXX
XX
X
T5 T6 T7 T8
T4T3T2T1 T19T18
T30T29T28T27T26
T15 T16 T17T14T13T12T11
T23 T25T22
T10T9
T20 T21 T24
T41T40T39T38T37T34 T36T33T31 T32 T35
X X X X X X X X X X X X X X X X X X X X X X X
X X
X
US CUSTOMS
C U
STO
M
S C U
ST
O
M S
TW
A1
TW
A4
TW A5
TW
B4
TAXIWAY CENTERLINE MARKING
(TYP)
NON-MOVEMENT AREA
BOUNDARY (TYP)
THERMOPLASTIC HOLDING
LINES & SPHPS TO REMAIN
IN-PLACE (TYP)
BLAST PAD CHEVRON
(TYP)
RUNWAY EDGE, THRESHOLD
BAR AND THRESHOLD
MARKINGS (TYP)
RUNWAY 17L/35R
DESIGNATION MARKING (TYP)
TOUCHDOWN ZONE
MARKING (TYP)
AIMING POINT
MARKING (TYP)
TOUCHDOWN ZONE
MARKING (TYP)
RUNWAY CENTERLINE
MARKING (TYP)
TAXIWAY LEAD-ON/LEAD OFF
MARKING ALONG RUNWAY
CENTERLINE (TYP)
TAXIWAY CENTERLINE
MARKING AT RUNWAY MARKING
INTERSECTION (TYP)
TAXIWAY
PAVEMENT
MARKING
ENHANCED CENTERLINE
(TYP)
RUN UP PAVEMENT MARKING
BLAST PAD CHEVRON
(TYP)
RUNWAY THRESHOLD BAR AND
THRESHOLD MARKINGS (TYP)
RUNWAY 17R/35L
DESIGNATION MARKING (TYP)
TAXIWAY EDGE STRIPE
(TYP)
STRUCTURE BOUNDARY MARKING
(TYP)
AIRCRAFT PARKING
AREA MARKING (TYP)
6" YELLOW MARKING
(TYP)
RUNWAY EDGE MARKING
(TYP)
TW A
RW 17L/35R
TW
B4
THERMOPLASTIC HOLDING
LINES & SPHPS TO REMAIN
IN-PLACE (TYP)
CT501
CT501
CT503
CT503
CT504
CT503
CT503
CT503
CT502
CT502
CT501
CT501
CT502
CT501
CT502
CT501
CT503
CT504
TAXIWAY CENTERLINE WITH 6" BLACK OUTLINE
(TYP ALL CONCRETE PAVEMENT)
N
GRAPHIC SCALE
0100' 100' 300'
SCALE: 1" = 100'
NOTES:
1. ALL PAVEMENT MARKINGS SHOWN IN GRAY WILL BE COMPLETED
UNDER A SEPARATE PROJECT AND ARE NOT INCLUDED IN THE
WORK LIMITS.
2. ALL RUNWAY MARKINGS WITHIN THE SEAL COAT LIMITS WILL BE
REMOVED PRIOR TO SEAL COAT OPERATIONS. TAXIWAY
MARKINGS AND RUNWAY BLAST PAD MARKINGS SHALL REMAIN.
CONTRACTOR SHALL MASK ALL TAXIWAY MARKINGS WITHIN
SEAL COAT LIMITS EXCEPT FOR TAXIWAY CENTERLINE MARKING
PRIOR TO THE START OF CONSTRUCTION. THIS WILL BE
CONSIDERED INCIDENTAL TO THE PROJECT. TAXIWAY
CENTERLINE AND BLAST PAD MARKING WILL BE PAID FOR AS
INITIAL MARKING AND FINAL MARKING.
3. ANY SURVEY DEEMED NECESSARY BY THE STRIPING
CONTRACTOR TO PERFORM THE FINAL MARKINGS SHALL BE
PERFORMED PRIOR TO SEAL COAT. THE COST OF SURVEY
SHALL BE CONSIDERED INCIDENTAL TO PAVEMENT MARKING.
4. THE CONTRACTOR WILL BE REQUIRED TO PLACE A ONE YEAR
WARRANTY ON ALL MARKINGS WITHIN THE SEAL COAT LIMITS.
5. CONTRACTOR SHALL PROVIDE 50 TRAFFIC CONES TO ISOLATE
WORK AREA DURING ROLLING CLOSURES COORDINATED WITH
THE AIRPORT.
FILENAME: PLOT DATE: PLOT TIME:
JA
C
O
BS
4.
A
LL
R
IG
H
TS
R
ES
ER
VE
D
R
EU
SE
O F
D O
C U
M
EN
TS
1 2 3 4 5 6
B
C
D
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0 c
PROJ
DATE
D
AT
E N
O
D
SG
N D
R R
EV
IS
IO
N
C H
K
AP
VD
BY
AP
VD
SHEET
DWG
A
IS
SU
ED
F
O R
B
ID
S U
BM
IT
TA
L
FEBRUARY 7, 2024
OF 21
WXYA8407
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D O
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T, A
N D
T H
E
ID
EA
S
AN
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D
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N
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0/
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D
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N
N
IA
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AI
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PO
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W
O O
D C
O
LO
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O
PA
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M
EN
T M
AR
KI
N G
P
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N
CT101
M . M cG U
IR
E
M . M cG U
IR
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D . K
N
IG
H T
K.
W
IL
SO
N
M
AT
C H
LI
N
E, S
EE
D
R
AW
IN
G
C T1
N O
T
AX
I Z O
N E
TW
A8
TW A9
TW C1
TW D1
TW
N
TW
C
RW 17R/35L
TW B
TW
B8
RUNWAY CENTERLINE
MARKING (TYP)
TAXIWAY LEAD-ON/LEAD OFF
MARKING ALONG RUNWAY
CENTERLINE (TYP)
TAXIWAY CENTERLINE
MARKING (TYP)
TAXIWAY CENTERLINE
MARKING AT RUNWAY MARKING
INTERSECTION (TYP)
NON-MOVEMENT AREA
BOUNDARY (TYP)
6" SOLID YELLOW MARKINGS
AIRCRAFT PARKING
AREA MARKING (TYP)
MARKINGS ON CONCRETE
SHALL RECEIVE BLACK
BORDERS (TYP)
TAXIWAY PAVEMENT MARKING
VSR MARKING
(TYP)
SPEED LIMIT MARKING
(TYP)
TAXILANE OFA MARKING
(TYP)
THERMOPLASTIC HOLDING
LINES & SPHPS TO REMAIN
IN-PLACE (TYP)
TAXIWAY EDGE STRIPE
W / NO PARKING (TYP)
ENHANCED CENTERLINE
(TYP)
TOUCHDOWN ZONE
MARKING (TYP)
TW A
RW 17L/35R
TW
D
TW
S
TW
B8
TW A5
THERMOPLASTIC HOLDING
LINES & SPHPS TO REMAIN
IN-PLACE (TYP)
STRUCTURE BOUNDARY
MARKING (TYP)
RUNWAY EDGE MARKING
(TYP)
RUNWAY CENTERLINE
MARKING (TYP)
RUNWAY EDGE MARKING (TYP)
AIMING POINT
MARKING (TYP)
TAXIWAY LEAD-ON/LEAD OFF
MARKING ALONG RUNWAY
CENTERLINE (TYP)
ENHANCED CENTERLINE
(TYP)
TAXIWAY CENTERLINE
MARKING (TYP)
TAXIWAY CENTERLINE
MARKING AT RUNWAY MARKING
INTERSECTION (TYP)
TAXILANE OFA MARKING
(TYP)
6" SOLID WHITE MARKINGS
20' x 10' (TYP)
CT505
CT502
CT501
CT502
CT501
CT501
CT501
CT501
CT501
CT502
CT501
CT501
CT505
CT501
CT503
CT503
TAXIWAY CENTERLINE
MARKING (TYP)
N
GRAPHIC SCALE
0100' 100' 300'
SCALE: 1" = 100'
NOTES:
1. SEE SHEET CT101 FOR NOTES AND LEGEND.
FILENAME: PLOT DATE: PLOT TIME:
JA
C
O
BS
4.
A
LL
R
IG
H
TS
R
ES
ER
VE
D
R
EU
SE
O F
D O
C U
M
EN
TS
1 2 3 4 5 6
B
C
D
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0 c
PROJ
DATE
D
AT
E N
O
D
SG
N D
R R
EV
IS
IO
N
C H
K
AP
VD
BY
AP
VD
SHEET
DWG
A
IS
SU
ED
F
O R
B
ID
S U
BM
IT
TA
L
FEBRUARY 7, 2024
OF 21
WXYA8407
2/6/2024 8:50 AMWXYA8407-24SC-CT101
TH
IS
D O
C U
M
EN
T, A
N D
T H
E
ID
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S
AN
D
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N
S
IN
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H
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C T
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N A
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AT
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N
O F
JA
C
O
BS
M
AR
KI
N
G R
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O
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AN
D
S
EA
L C
O
AT
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N W
AY
0/
A N
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AR
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AI
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FI
EL
D
C
EN
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N
N
IA
L
AI
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PO
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EN
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LE
W
O O
D C
O
LO
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AD
O
PA
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M
EN
T M
AR
KI
N G
P
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N
CT102
M . M cG U
IR
E
M . M cG U
IR
E
D . K
N
IG
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K.
W
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N
M
ATC
H
LIN
E, SEE D
R
AW
IN
G C
T101
M
AT
C H
LI
N
E, S
EE
D
R
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IN
G
C
G
EN
ER
AT
O R
FF
2.
FF
2.
FF
2.
FF
3.
FF
2.
FF
2.
X
XX
TW A11 TW A13
TW
B14
TW
B12
MARKINGS ON CONCRETE
SHALL RECEIVE BLACK
BORDERS (TYP)
THERMOPLASTIC HOLDING
LINES & SPHPS TO REMAIN
IN-PLACE (TYP)
TW A
RW 17L/35R
TW
B14
RW 17R/35L
TW B
TW
A14
THERMOPLASTIC HOLDING
LINES & SPHPS TO REMAIN
IN-PLACE (TYP)
ENHANCED CENTERLINE
(TYP)
ENHANCED CENTERLINE
(TYP)
NON-MOVEMENT AREA
BOUNDARY (TYP)
CLOSED TAXIWAY MARKING
(TYP)
TAXIWAY CENTERLINE
MARKING AT RUNWAY MARKING
INTERSECTION (TYP)
TAXIWAY CENTERLINE
MARKING (TYP)
TAXIWAY CENTERLINE
MARKING (TYP)
RUNWAY CENTERLINE
MARKING (TYP)
RUNWAY EDGE MARKING
(TYP)
TOUCHDOWN ZONE
MARKING (TYP)
TAXIWAY LEAD-ON/LEAD OFF
MARKING ALONG RUNWAY
CENTERLINE (TYP)
RUNWAY CENTERLINE
MARKING (TYP)
RUNWAY EDGE MARKING (TYP)
TAXIWAY LEAD-ON/LEAD OFF
MARKING ALONG RUNWAY
CENTERLINE (TYP)
AIMING POINT
MARKING (TYP)
NON-MOVEMENT AREA
BOUNDARY (TYP)
TAXIWAY CENTERLINE
MARKING AT RUNWAY MARKING
INTERSECTION (TYP)
CT501
CT501
CT501
CT502
CT501
CT505
CT503
CT505
CT502
CT503
NON-MOVEMENT AREA
BOUNDARY (TYP)
TAXIWAY CENTERLINE
MARKING (TYP)
FILENAME: PLOT DATE: PLOT TIME:
JA
C
O
BS
4.
A
LL
R
IG
H
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R
ES
ER
VE
D
R
EU
SE
O F
D O
C U
M
EN
TS
1 2 3 4 5 6
B
C
D
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0 c
PROJ
DATE
D
AT
E N
O
D
SG
N D
R R
EV
IS
IO
N
C H
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AP
VD
BY
AP
VD
SHEET
DWG
A
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SU
ED
F
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B
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BM
IT
TA
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FEBRUARY 7, 2024
OF 21
WXYA8407
2/6/2024 8:51 AMWXYA8407-24SC-CT101
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M . M cG U
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D . K
N
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N
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GRAPHIC SCALE
0100' 100' 300'
SCALE: 1" = 100'
NOTES:
1. SEE SHEET CT101 FOR NOTES AND LEGEND.
M
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IN
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T102
M
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.9
8'
XXXXXXXXXXX
X
X X
X
TW
B16
TW
B17
THERMOPLASTIC HOLDING
LINES & SPHPS TO REMAIN
IN-PLACE (TYP)
TW A
RW 17L/35R
TW
B16
RW 17R/35L
TW B
TW
A16
TW
A18
THERMOPLASTIC HOLDING
LINES & SPHPS TO REMAIN
IN-PLACE (TYP)
ENHANCED CENTERLINE
(TYP)
ENHANCED CENTERLINE
(TYP)
NON-MOVEMENT AREA
BOUNDARY (TYP)ILS HOLDING POSITION
MARKING (TYP)
TAXIWAY EDGE STRIPE
(TYP)
TAXIWAY CENTERLINE
MARKING AT RUNWAY MARKING
INTERSECTION (TYP)
TAXIWAY CENTERLINE
MARKING (TYP)
RUNWAY CENTERLINE
MARKING (TYP)
RUNWAY EDGE MARKING
(TYP)
AIMING POINT
MARKING (TYP)
TOUCHDOWN ZONE
MARKING (TYP)
TOUCHDOWN ZONE
MARKING (TYP)
TAXIWAY LEAD-ON/LEAD OFF
MARKING ALONG RUNWAY
CENTERLINE (TYP)
RUNWAY CENTERLINE
MARKING (TYP)
RUNWAY EDGE MARKING (TYP)
TAXIWAY LEAD-ON/LEAD OFF
MARKING ALONG RUNWAY
CENTERLINE (TYP)
TAXIWAY PAVEMENT MARKING
BLAST PAD CHEVRON
(TYP)
RUNWAY THRESHOLD BAR AND
THRESHOLD MARKINGS (TYP)
RUNWAY 17R/35L
DESIGNATION MARKING (TYP)
BLAST PAD CHEVRON
(TYP)
RUNWAY EDGE, THRESHOLD
BAR AND THRESHOLD
MARKINGS (TYP)
RUNWAY 17L/35R
DESIGNATION MARKING (TYP)
CT501
CT501
CT501
CT501
CT502
CT501
CT505
CT503
CT503
CT505
CT502
CT502
CT504
CT503
CT503
CT504
FILENAME: PLOT DATE: PLOT TIME:
JA
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4.
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1 2 3 4 5 6
B
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VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0 c
PROJ
DATE
D
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TA
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FEBRUARY 7, 2024
OF 21
WXYA8407
2/6/2024 8:51 AMWXYA8407-24SC-CT101
TH
IS
D O
C U
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EN
T, A
N D
T H
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M . M cG U
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E
M . M cG U
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D . K
N
IG
H T
K.
W
IL
SO
N
N
GRAPHIC SCALE
0100' 100' 300'
SCALE: 1" = 100'
NOTES:
1. SEE SHEET CT101 FOR NOTES AND LEGEND.
M
ATC
H
LIN
E, SEE D
R
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IN
G C
T103
XXX XXX
XXX
T T
T T
TTTTTTTTTTTT
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TW
A
TW
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TW
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TW
D
EAST CONTROL TOWER RD
TW N
6" SOLID WHITE MARKINGS
20' x 10' (TYP)
TAXIWAY CENTERLINE
MARKING (TYP)
BLAST PAD
CHEVRON (TYP)
RUNWAY THRESHOLD BAR AND
THRESHOLD MARKINGS (TYP)
RUNWAY CENTERLINE
MARKING (TYP)
AIMING POINT
MARKING (TYP)
DISPLACED
THRESHOLD
MARKINGS
RUNWAY 10/28
DESIGNATION MARKINGS
TAXIWAY LEAD-ON/LEAD OFF
MARKING ALONG RUNWAY
CENTERLINE (TYP)
SPEED LIMIT
MARKING (TYP)
VSR MARKING
(TYP)
TAXILANE OFA
(TYP)
STRUCTURE BOUNDARY
MARKING (TYP)
MARKINGS ON CONCRETE
SHALL RECEIVE BLACK
BORDERS (TYP)
TAXILANE OFA
MARKING (TYP)
TW D
TW S
TW C
TW
C
RUNWAY END LINE
3' WIDE SOLID YELLOW
TW
D
TAXIWAY CENTERLINE
MARKING (TYP)
TW N
ALL MARKINGS SHOWN IN GRAY TO BE
COMPLETED IN A SEPARATE PROJECT
THERMOPLASTIC HOLDING
LINES TO REMAIN IN-PLACE
(TYP)
CT501
CT503
CT503
CT503
CT503
CT504
CT504
CT502
CT501
CT501
CT501
CT501
CT501
CT501
FILENAME: PLOT DATE: PLOT TIME:
JA
C
O
BS
4.
A
LL
R
IG
H
TS
R
ES
ER
VE
D
R
EU
SE
O F
D O
C U
M
EN
TS
1 2 3 4 5 6
B
C
D
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0 c
PROJ
DATE
D
AT
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O
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SG
N D
R R
EV
IS
IO
N
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VD
BY
AP
VD
SHEET
DWG
A
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SU
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F
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BM
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TA
L
FEBRUARY 7, 2024
OF 21
WXYA8407
2/6/2024 8:51 AMWXYA8407-24SC-CT101
TH
IS
D O
C U
M
EN
T, A
N D
T H
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ID
EA
S
AN
D
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M . M cG U
IR
E
M . M cG U
IR
E
D . K
N
IG
H T
K.
W
IL
SO
N
N
GRAPHIC SCALE
0100' 100' 300'
SCALE: 1" = 100'
NOTES:
1. SEE SHEET CT101 FOR NOTES AND LEGEND.
M
AT
C H
LI
N
E, S
EE
D
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IN
G
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XX
XX
X
XXX
XXX
XXX
XXX
XXX
XXX
NO RUNUP BEYOND THIS POINT
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
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T
T
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T
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T
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T
T
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T
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X
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X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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XXX
X
X
XX
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X
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X
X
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X
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X X
X X X X X X X X
X
X
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X
X
X
X
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X
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X
X
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X
X
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X
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X X
X X
X X
X X
X
XX
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T
T
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MN
TW
C
TW
C
TW
D
AIMING POINT
MARKING (TYP)
RUNWAY CENTERLINE
MARKING (TYP) RUNWAY THRESHOLD BAR
AND THRESHOLD MARKINGS
(TYP)
BLAST PAD CHEVRON
(TYP)
TAXIWAY LEAD-ON/LEAD OFF
MARKING ALONG RUNWAY
CENTERLINE (TYP)
ROADWAY STOP BAR
2' WIDE SOLID WHITE (TYP)
SPEED LIMIT
MARKING (TYP)
VSR MARKING
(TYP)
TAXILANE OFA
MARKING (TYP)
MARKING AROUND
STRUCTURE (TYP)
TAXILANE OFA
MARKING (TYP)
TW D
TW C
TW
N
TAXIWAY CENTERLINE
MARKING (TYP)
TAXIWAY EDGE STRIPE
(TYP)
ROADWAY CENTER LINE
(SAME DIMENSIONS AS VSR MARKING)
ALL MARKINGS SHOWN IN GRAY TO BE
COMPLETED IN A SEPARATE PROJECT
RUNWAY 10/28
DESIGNATION MARKINGS
THERMOPLASTIC HOLDING
LINES TO REMAIN IN-PLACE
(TYP)
CT503
CT503
CT503
CT503
CT502
CT501
CT501
CT501
CT501
CT501
CT501
CT501
CT504
FILENAME: PLOT DATE: PLOT TIME:
JA
C
O
BS
4.
A
LL
R
IG
H
TS
R
ES
ER
VE
D
R
EU
SE
O F
D O
C U
M
EN
TS
1 2 3 4 5 6
B
C
D
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0 c
PROJ
DATE
D
AT
E N
O
D
SG
N D
R R
EV
IS
IO
N
C H
K
AP
VD
BY
AP
VD
SHEET
DWG
A
IS
SU
ED
F
O R
B
ID
S U
BM
IT
TA
L
FEBRUARY 7, 2024
OF 21
WXYA8407
2/6/2024 8:51 AMWXYA8407-24SC-CT101
TH
IS
D O
C U
M
EN
T, A
N D
T H
E
ID
EA
S
AN
D
D
ES
IG
N
S
IN
C O
R
PO
R
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H
ER
EI
N , A
S
AN
IN
ST
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M
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F
PR
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FE
SS
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N
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S
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VI
C
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T H
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PR
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TY
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C
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A N
D
IS
N O
T
TO
B E
U
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D , I
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IN
P
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T, F
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A N
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P R
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C T
W
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H O
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TH
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TE
N A
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TH
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AT
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N
O F
JA
C
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M
AR
KI
N
G R
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O
VA
L
AN
D
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L C
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AY
0/
A N
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AR
K
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D
C
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N
N
IA
L
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EN
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W
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O
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M
EN
T M
AR
KI
N G
P
LA
N
CT106
M . M cG U
IR
E
M . M cG U
IR
E
D . K
N
IG
H T
K.
W
IL
SO
N
N
GRAPHIC SCALE
0100' 100' 300'
SCALE: 1" = 100'
NOTES:
1. SEE SHEET CT101 FOR NOTES AND LEGEND.
M
ATC
H
LIN
E, SEE D
R
AW
IN
G C
T105
TAXIWAY CENTERLINE MARKING
NTS
3'9'
NOTE:
1. ALL TAXIWAY CENTERLINE MARKINGS ARE 6" WIDE YELLOW STRIPES WITH 6" SPACING.
TAXIWAY CENTERLINES ARE ENHANCED FOR 150' PRIOR TO RUNWAY HOLD BAR. AT
LOCATIONS WHERE THE ENHANCED CENTERLINE MARKINGS INTERSECT ANOTHER
CENTERLINE, THE ENHANCED MARKINGS SHALL TERMINATE 5 FT PRIOR TO THE
INTERSECTION.
2. MARKINGS ON CONCRETE SHALL BE OUTLINED WITH 6" SOLID BLACK STRIPE BORDER.
ENHANCED TAXIWAY
CENTERLINE MARKING
NTS
6 VSR MARKING
NTS
4 TAXILANE OFA MARKING
NTS
9 VSR…
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