Plans (Sealed 2025-07-17).pdf

PDF 4 MB Posted Jul 29, 2025

Attached to: West Cargo Apron Pavement Rehab/Airfield Markings Phase II
Solicitation number: 25-038
Issued by: Caddo Parish, Louisiana

About this file

Written by GovTribe AI · Jul 29, 2025

These construction plans, prepared by KSA Engineering (a Pape-Dawson company) for the Shreveport Airport Authority, detail the West Cargo Apron Pavement Rehabilitation Phase II and Airfield Markings project scheduled for July 2025. The project involves comprehensive pavement rehabilitation and marking work at the Shreveport Regional Airport in Louisiana, specifically focusing on the West Cargo Apron and various runway and taxiway areas. The plans include detailed markings for Runway 6-24, multiple taxiways (including Taxiways A, B, C, D, and others), and comprehensive joint layout and surface preparation specifications. The project scope encompasses rerouting and cleaning existing concrete joints, surface preparation, and applying various reflective markings in white, yellow, red, and black across approximately 160,300 square feet of surface area.

The project documents indicate a comprehensive approach to airport infrastructure improvement, with meticulous attention to marking details, safety considerations, and operational continuity. The specifications include precise requirements for barricades, equipment access, safety protocols, and coordination with airport operations. The estimated quantities suggest a significant rehabilitation effort, with specific provisions for maintaining airport functionality during construction, including requirements for foreign object debris (FOD) prevention, coordinating with airport staff, and minimizing disruption to existing airport operations. The plans also outline specific phasing strategies, with particular emphasis on maintaining access to critical airport areas and ensuring safe aircraft movement during the rehabilitation process.

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Other files

File	Type	Posted
Technical Specifications (Sealed 2025-07-17).pdf	PDF	Jul 29, 2025
Buy American Certification.pdf	PDF	Jul 29, 2025
DBE Documents.pdf	PDF	Jul 29, 2025
Contract Provision Guidelines for Obligated Sponsors and AIP Projects.pdf	PDF	Jul 29, 2025
General Provisions.pdf	PDF	Jul 29, 2025
IFB 25-038 West Cargo Apron Pavement Rehab-Airfield Markings Phase II Bid Documents.pdf	PDF	Jul 29, 2025
Tax Delinquency and Felony Convictions Form.pdf	PDF	Jul 29, 2025

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\\ksa.net\gateway\Projects\104049\008 CAD\30 Sheets\02 Civil\104049-C-GI-COVER-0001.dwg : LAYOUT1

1111 Hawn Ave.

Shreveport, LA 71107

T. 318-221-7501 www.ksaeng.com a Pape-Dawson company

RECOMMENDED BY:

KSA

LOUISIANA STATE REGISTRATION NO. EF-476

JONATHAN N. FARMER, P.E. DATE

PROJECT MANAGER

PROJECT

LOCATION

VICINITY MAP

SHREVEPORT REGIONAL AIRPORT

SHREVEPORT, LOUISIANA

CONSTRUCTION PLANS FOR

WEST CARGO APRON PAVEMENT

REHABILITATION PHASE II

& AIRFIELD MARKINGS

JULY 2025

DESCRIPTION OF WORK:

CONCRETE PAVEMENT JOINT SEAL, PAVEMENT MARKINGS

SCHEDULE OF REVISIONS

NO. REVISION DATE APPROVED

LOCATION MAP

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GENERAL NOTES

1. NO VEHICLE OR EQUIPMENT SHALL MOVE UPON APRONS, TAXIWAYS AND/OR RUNWAYS, UNLESS THE

VEHICLE:

A. IS IDENTIFIED BY A 3'X3' ORANGE AND WHITE CHECKERED FLAG OR FLASHING AMBER LIGHT, AND

B. IS UNDER ESCORT BY A VEHICLE MONITORING GROUND CONTROL 121.175.

2. IT IS THE INTENT OF THESE PLANS TO MINIMIZE INTERFERENCE TO AIRCRAFT MOVEMENT; THEREFORE, IN

UNCLOSED PORTIONS, AIRCRAFT MOVEMENT SHALL HAVE THE RIGHT-OF-WAY.

3. AIRPORT SECURITY IS OF UTMOST IMPORTANCE. SHREVEPORT AIRPORT POLICE DEPARTMENT OR SHREVEPORT AIRPORT AUTHORITY SHALL SUPPLY A KEY FOR ACCESS GATES, AND SHALL KEEP THE GATES LOCKED OR GUARDED AT ALL TIMES, EXCEPT FOR THE BRIEF PERIOD REQUIRED FOR PASSAGE OF

AUTHORIZED VEHICLES OR EQUIPMENT.

4. FLAGMEN WILL BE REQUIRED TO DIRECT THE CONTRACTOR'S TRUCKS AND EQUIPMENT WHICH ARE

OPERATING IN THE AREA OF MOVING AIRCRAFT.

5. EACH CONSTRUCTION AREA SHALL BE SHAPED TO ALLOW DRAINAGE OF SURFACE WATER DURING EACH WORK OPERATION. IF NECESSARY, SURFACE WATER SHALL BE PUMPED IMMEDIATELY FROM EACH

CONSTRUCTION AREA AFTER EACH RAIN.

6. CONSTRUCTION PERSONNEL AND EQUIPMENT WILL NOT BE ALLOWED WITHIN THE AIRPORT OPERATIONS

AREA (AOA) UNTIL THE AREA HAS BEEN CLOSED TO AIRCRAFT AND NOTAMS ISSUED.

7. ALL WORK WILL BE ACCOMPLISHED DURING NORMAL DAYTIME WORKING HOURS ONLY OR AS APPROVED BY

THE ENGINEER.

8. REFERENCE AC 150/5370-2G, "OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION", FOR

ADDITIONAL SAFETY INFORMATION.

9. STOCKPILE LOCATION MAY BE ADJUSTED IN THE FIELD AND COORDINATED WITH THE OWNER AND THE ENGINEER. STOCKPILE SHALL NOT CREATE ANY PONDING OF WATER OR ALTER DRAINAGE PATTERNS OF THE AIRPORT PROPERTY. CONTRACTOR SHALL KEEP STAGING AREAS FREE OF FOOD AND WILDLIFE

ATTRACTANTS.

10. DURING PERFORMANCE OF THIS CONTRACT, THE AIRPORT RUNWAYS, TAXIWAYS, AND AIRCRAFT PARKING APRONS SHALL REMAIN IN USE BY AIRCRAFT TO THE MAXIMUM EXTENT POSSIBLE. AIRCRAFT USE OF AREAS NEAR THE CONTRACTOR'S WORK WILL BE CONTROLLED TO MINIMIZE DISTURBANCE TO THE CONTRACTOR'S OPERATION. THE CONTRACTOR SHALL NOT ALLOW HIS/HER EMPLOYEES, SUBCONTRACTOR'S SUPPLIERS, OR ANY PERSON OVER WHO HE/SHE HAS CONTROL TO ENTER OR REMAIN IN ANY PART OF THE AIRPORT

WHICH WOULD BE HAZARDOUS TO PERSONS OR TO AIRCRAFT OPERATIONS. WHENEVER AIRCRAFT

OPERATIONS REQUIRE, THE ENGINEER MAY ORDER THE CONTRACTOR TO SUSPEND OPERATIONS, MOVE PLANT, PERSONNEL, EQUIPMENT, AND MATERIALS TO A SAFE LOCATION AND STAND BY UNTIL AIRCRAFT USE

IS COMPLETED.

11. CONSTRUCTION ACTIVITY WITHIN AN OBSTACLE FREE ZONE (OFZ) WILL REQUIRE CLOSING PART OR ALL OF THE AFFECTED RUNWAY. PERSONNEL, MATERIAL, AND/OR EQUIPMENT MUST NOT PENETRATE THE OFZ.

THE OFZ EXTENDS 200 FEET BEYOND EACH END OF THE RUNWAY WITH A WIDTH OF 400 FEET CENTERED ON

THE RUNWAY CENTERLINE.

12. CONSTRUCTION ACTIVITY WITHIN A RUNWAY SAFETY AREA WILL REQUIRE CLOSING PART OR ALL OF THE AFFECTED RUNWAY. EXCAVATION OR TRENCHING WITHIN A TAXIWAY SAFETY AREA WILL REQUIRE CLOSURE OF THE IMPACTED TAXIWAY. OTHER CONSTRUCTION ACTIVITY WITHIN TAXIWAY SAFETY AREA IS

PERMISSIBLE WHEN THE TAXIWAY IS OPEN TO AIRCRAFT TRAFFIC IF:

A. ADEQUATE WINGTIP/EMPENNAGE CLEARANCE EXIST BETWEEN THE AIRCRAFT AND

EQUIPMENT/MATERIAL,

B. NOTICES TO AIRMEN ARE IN EFFECT CONCERNING THE ACTIVITY, USUALLY "PERSONNEL AND EQUIPMENT ADJACENT TO TAXIWAY _____." (CODED AS "PAEW"). SAFETY AREA DIMENSIONS CAN BE

FOUND IN AC 150/5300-13B.

13. CONTRACTOR VEHICLES AND EQUIPMENT SHALL BE IDENTIFIED BY 3'x3' ORANGE AND WHITE CHECKERED FLAGS OR AMBER FLASHING LIGHTS. EMPLOYEE PARKING SHALL BE AS DESIGNATED BY THE ENGINEER.

ACCESS TO THE JOB SITE SHALL BE AS SHOWN ON THE PLANS OR AS DESIGNATED BY THE ENGINEER.

14. ALL MATERIALS SHALL BE DISPOSED OF OFF SITE BY THE CONTRACTOR AT NO DIRECT PAY. ANY WASTE AND/OR SPOIL MATERIAL PLACED ONTO THE AIRPORT PROPERTY SHALL BE GRADED SMOOTH AND SHALL NOT CAUSE ANY PONDING ON THE AIRPORT PROPERTY NOR CAUSE ANY PROPERTY DAMAGE TO THE AIRPORT OR THE ADJACENT PROPERTY OWNERS. THE CONTRACTOR SHALL NOT PLACE ANY WASTE AND/OR

SPOIL MATERIAL IN AN AREA OR AT A HEIGHT WHICH PENETRATES THE PRIMARY SURFACE OR

TRANSITIONAL SURFACE FOR THE RUNWAY.

15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO EXISTING PAVEMENTS NOT DESIGNATED FOR RECONSTRUCTION OR REPLACEMENT, UNDERGROUND CABLES, PIPELINES, ETC.

ENCOUNTERED DURING CONSTRUCTION. NO DIGGING SHALL BE PERFORMED WITHOUT CONTACTING THE AIRPORT MANAGER. ALL REPAIRS MUST BE MADE IN COMPLIANCE WITH THE AIRPORT MANAGEMENT, THE

ENGINEER, AND FAA REQUIREMENTS.

16. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND ACQUIRING AN ACCEPTABLE WATER SOURCE AS

REQUIRED FOR CONSTRUCTION.

17. THE CONTRACTOR SHALL ANTICIPATE ALL UNDERGROUND OBSTRUCTIONS SUCH AS, BUT NOT LIMITED TO, WATER MAINS, GAS LINES, STORM AND SANITARY SEWERS, TELEPHONE OR ELECTRIC LIGHT OR POWER DUCTS, CONCRETE, AND DEBRIS. ANY SUCH LINES OR OBSTRUCTIONS INDICATED ON THE DRAWINGS SHOW ONLY THE APPROXIMATE LOCATIONS AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE OWNER AND ENGINEER WILL ENDEAVOR TO FAMILIARIZE THE CONTRACTOR WITH ALL KNOWN UTILITIES AND OBSTRUCTIONS, BUT THIS SHALL NOT RELIEVE THE CONTRACTOR FROM FULL RESPONSIBILITY IN

ANTICIPATING ALL UNDERGROUND OBSTRUCTIONS WHETHER OR NOT SHOWN ON THE DRAWINGS.

18. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, MAINTAIN IN PROPER WORKING ORDER AND WITHOUT INTERRUPTION OF SERVICE ALL EXISTING UTILITIES AND SERVICES WHICH MAY BE ENCOUNTERED IN THE WORK. WITH THE CONSENT OF THE ENGINEER AND UTILITY OWNER, SUCH SERVICE CONNECTIONS MAY BE TEMPORARILY INTERRUPTED TO PERMIT THE CONTRACTOR TO REMOVE DESIGNATED LINES OR TO MAKE TEMPORARY CHANGES IN THE LOCATIONS OF SERVICES. THE COST OF MAKING ANY CHANGES SHALL BE AT

THE CONTRACTOR'S EXPENSE.

19. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES INVOLVED TO HAVE THEIR UTILITIES LOCATED AND MARKED IN THE FIELD. ALL UNDERGROUND UTILITIES SHALL THEN BE UNCOVERED TO VERIFY LOCATION AND ELEVATION BEFORE CONSTRUCTION BEGINS. COORDINATE WITH UTILITY OWNER IF UTILITY INSPECTOR

MUST BE ON SITE WHEN LOCATING OR EXCAVATING NEAR UTILITIES.

20. THE CONTRACTOR SHALL KEEP WORK FREE FROM GROUND OR SURFACE WATER AT ALL TIMES. PROVIDE PUMPS OF ADEQUATE CAPACITY OR OTHER APPROVED METHOD TO REMOVE WATER FROM THE EXCAVATION IN SUCH A MANNER THAT IT WILL NOT INTERFERE WITH THE PROGRESS OF THE WORK OR THE PROPER PLACING OF OTHER WORK. THE COST OF DEWATERING THE EXCAVATION SHALL BE SUBSIDIARY TO

CONSTRUCTION.

21. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL HORIZONTAL AND VERTICAL CONSTRUCTION STAKING

AS REQUIRED FOR THE PROJECT DEVELOPMENT.

22. TEMPORARY FENCING WITH GATES SHALL BE PROVIDED BY THE CONTRACTOR. THE CONTRACTOR SHALL

KEEP THE CONSTRUCTION SITE SECURE AT ALL TIMES.

23. THE CONTRACTOR SHALL PROVIDE SHV OPS NUMBER (318-771-8059), TO EACH FLAGMAN, SUPERVISORY INDIVIDUAL AND RESIDENT PROJECT REPRESENTATIVE SO THAT THEY MAY KEEP IN CONSTANT CONTACT AT

ALL TIMES WITH THE AIRPORT OPERATIONS OFFICE.

24. THE CONTRACTOR SHALL SUBMIT HIS CONSTRUCTION WORK SCHEDULE TO THE ENGINEER AND SHV PROJECTING HIS UPCOMING WORK FOR THE NEXT THREE WEEKS. THE CONTRACTOR SHALL REVIEW THIS PLAN WEEKLY WITH THE RPR. UPDATES SHALL CONTAIN CRITICAL PATH AND RUNWAY SHUTDOWN DATES.

INTERIM PROJECT SCHEDULES SHALL BE PROVIDED ON THE FIRST OF EACH MONTH AND INCLUDE: ORIGINAL BASELINE UPDATED TO CURRENT CONSTRUCTION ACTIVITY, ADJUSTED CRITICAL PATH, AND RUNWAY

SHUTDOWN DATES TO BE CLEARLY NOTED.

25. THE CONTRACTOR SHALL MAINTAIN A CLEAN SAFE CONSTRUCTION WORK AREA. THE CONTRACTOR SHALL PERFORM CLEANUP OPERATIONS ON DAILY BASIS, PER AC 150/5370-2G, "OPERATIONAL SAFETY ON

AIRPORTS DURING CONSTRUCTION."

26. THE CONTRACTOR SHALL HAVE SUFFICIENT EQUIPMENT AND PERSONNEL ON SITE TO ACCOMPLISH EFFICIENT AND PROMPT CONSTRUCTION OF THE VARIOUS WORK ITEMS, INCLUDING WORK ON MORE THAN

ONE WORK ITEM SIMULTANEOUSLY.

27. THE CONTRACTOR SHALL NOT DEVIATE FROM THE APPROVED CONSTRUCTION SAFETY PLAN WITHOUT FIRST

OBTAINING APPROVAL FROM THE ENGINEER.

28. NO TRENCHES IN OR DIRECTLY ADJACENT TO OPERATIONAL PAVEMENT SHALL REMAIN OPEN OVERNIGHT OR WHEN THE CONTRACTOR FINISHES WORK FOR THE DAY IN THE AREA. TRENCHES NOT BACKFILLED SHALL BE COVERED WITH STEEL PLATES TO ALLOW SAFE PASSAGE BY AIRCRAFT ACROSS THE TRENCH, IF

APPROVED BY THE ENGINEER.

29. THE CONTRACTOR SHALL VIDEO TAPE THE ENTIRE WORK AREA AFTER THE PRE-CONSTRUCTION MEETING AND PRIOR TO MOBILIZATION OF PERSONNEL AND EQUIPMENT. IN AREAS WHERE CONSTRUCTION EQUIPMENT CROSSES EXISTING PAVEMENTS, THE CONTRACTOR SHALL TAKE PICTURES OR VIDEO OF THE PAVEMENT PRIOR TO COMMENCING OPERATIONS. THE CONTRACTOR SHALL PROVIDE THE ENGINEER AND AIRPORT MANAGER WITH ONE COPY OF EACH OF THE PHOTOGRAPHS AND VIDEO TAPE(S) TAKEN. THIS DOCUMENTATION SHALL BE USED TO DETERMINE THE AMOUNT OF DAMAGE, IF ANY, CAUSED TO THE PAVEMENTS BY THE CONSTRUCTION EQUIPMENT CROSSINGS AND THE QUALITY OF CONSTRUCTION WHICH

SHALL BE REQUIRED FOR THE REPAIRS.

30. CONSTRUCTION EQUIPMENT AND VEHICLES SHALL TRAVEL A MINIMUM AMOUNT ON NEWLY CONSTRUCTED OR REHABILITATED PAVEMENTS SO THAT THE NEWLY CONSTRUCTED AND REHABILITATED AREAS WILL NOT BE DAMAGED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO THE NEWLY

CONSTRUCTED PAVEMENTS AT THE CONTRACTOR'S EXPENSE.

31. CONTRACTOR SHALL PROVIDE A MOTORIZED MECHANICAL SWEEPER, ALONG WITH A "FOREIGN OBJECTS DEBRIS" (FOD) PLAN, PRIOR TO BEGINNING WORK. THE FOD PLAN SHALL BE PRESENTED BY THE CONTRACTOR AT THE PRE-CONSTRUCTION MEETING. THE FOD PLAN IS SUBJECT TO APPROVAL BY THE

ENGINEER.

32. CONSTRUCTION WORKERS WILL NOT BE ALLOWED TO ESTABLISH OVERNIGHT RESIDENCE ON THE PREMISES. ALL CONSTRUCTION WORKERS SHALL LEAVE THE CONSTRUCTION SITE AT THE END OF THEIR

WORK PERIOD.

33. WORK CANNOT COMMENCE IN EACH PHASE UNTIL:

A. SUFFICIENT BARRICADES ARE IN PLACE TO CONFINE THE WORK AREA AND CREATE A BARRIER

BETWEEN AIRCRAFT AND VEHICLE MOVEMENT AREAS AND THE CONSTRUCTION AREA.

B. ALL SAFETY EQUIPMENT FOR PERSONNEL AND CONSTRUCTION EQUIPMENT IS IN PLACE AND

OPERABLE.

C. ALL RUNWAY AND TAXIWAY SAFETY AREAS HAVE BEEN MARKED AND STAKED. STAKES SHALL BE

MAINTAINED FOR THE ENTIRE COURSE OF THE PROJECT BY THE CONTRACTOR.

D. THE COMPLETE PROJECT SITE, AND ANY AREAS THAT MAY BE AFFECTED BY THE CONSTRUCTION

PROJECT SUCH AS HAUL ROUTES, HAVE BEEN VIDEOTAPED BY THE CONTRACTOR AND THIS VIDEO

PROVIDED TO THE ENGINEER AND AIRPORT MANAGER.

E. A NOTICE TO PROCEED HAS BEEN ISSUED.

38. ALL MATERIAL SUBMITTALS FOR ITEMS TO BE USED IN CONSTRUCTION OF THE PROJECT SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL 10 DAYS PRIOR TO COMMENCEMENT OF WORK

FOR EACH ITEM.

39. A COMPLETE PROJECT SCHEDULE SHALL BE PROVIDED AT THE PRE-CONSTRUCTION MEETING AND PRESENTED AND EXPLAINED BY THE CONTRACTOR TO THE MEETING ATTENDEES. RUNWAY SHUTDOWN DATES MAY BE DETERMINED AT THE PRE-CONSTRUCTION MEETING, OR AT A LATER TIME, AS APPROVED BY

THE ENGINEER AND COORDINATED BY THE RPR.

40. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND RESTRICTIONS FOR SERVICING AND MAINTAINING EQUIPMENT AND DISPOSAL OF USED LUBRICANTS, ETC. ACCORDING TO THE PERTINENT LAW

AND REGULATIONS.

41. BI-WEEKLY PROGRESS MEETINGS ARE MANDATORY. THE DAY OF THE WEEK FOR THESE MEETINGS MAY BE

DETERMINED BY AGREEMENT BETWEEN THE AIRPORT MANAGER, THE RPR AND THE CONTRACTOR.

42. RUNWAY SHUTDOWN DATES TO BE APPROVED AND COORDINATED BY THE ENGINEER. REQUESTS 45 DAY

NOTICE FOR CLOSURE.

43. IN THE EVENT THAT UNANTICIPATED HAZARDOUS MATERIALS ARE ENCOUNTERED DURING CONSTRUCTION, WORK IN THE IMMEDIATE AREA WILL CEASE AND THE FAA PROJECT MANAGER WILL BE NOTIFIED.

44. CONTRACTOR SHALL MAINTAIN ALL HAUL ROUTES AND HAVE SUFFICIENT EQUIPMENT IN THE FORM OF

WATER TRUCKS FOR DUST CONTROL ON SAID HAUL ROUTES.

DEMOBILIZATION NOTES

1. CONDITIONS OF THE PROJECT AREA UPON COMPLETION OF THE JOB SHALL BE AS GOOD AS OR BETTER

THAN THE CONDITION PRIOR TO STARTING WORK, IN ADDITION TO THE WORK ITEMS LISTED.

2. THE PROJECT AREA SHALL BE FREE OF ANY CONTRACTOR STOCKPILE MATERIALS UPON COMPLETION OF

THE JOB UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

3. UPON COMPLETION OF THE PROJECT, ALL THE HAUL ROUTES SHALL BE PROPERLY CLEANED TO PREVENT OBSTRUCTION AND/OR CAUSE INCONVENIENCE TO NORMAL REGULAR TRAFFIC. ALL TEMPORARY HAUL

ROUTES SHALL BE REMOVED AND BROUGHT BACK TO ORIGINAL CONDITION OR BETTER.

4. ALL OF THE CONSTRUCTION EQUIPMENT AND ANY FACILITIES TEMPORARILY PLACED ON SITE FOR THE

PROJECT SHALL BE REMOVED FROM THE SITE.

5. ANY PROPERTIES BELONGING TO THE AIRPORT SHALL BE RETURNED TO THE AIRPORT OWNER.

6. PROPER DRAINAGE (NO LOCALIZED PONDING) SHALL BE MAINTAINED, DURING AND AFTER MOBILIZATION.

7. DEMOBILIZATION SHALL BE COMPLETED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

8. DEMOBILIZATION SHALL BE COMPLETED IN A MANNER THAT WILL MINIMIZE ANY INCONVENIENCE TO AIRPORT

OPERATIONS.

9. SAFETY REGULATIONS SHALL BE OBSERVED AT ALL TIMES DURING DEMOBILIZATION.

10. THE COST OF DEMOBILIZATION SHALL BE CONSIDERED SUBSIDIARY TO ITEM C-105, MOBILIZATION.

SUMMARY OF QUANTITIES

SHEET INDEX

SHEET No. SHEET TITLE

1 COVER SHEET

2 GENERAL NOTES, SUMMARY OF QUANTITIES, AND SHEET INDEX

3 PROJECT LAYOUT AND SAFETY PLAN

4 PHASING PLAN

5 PHASING DETAILS

6 WEST CARGO APRON JOINT LAYOUT

7 WEST CARGO APRON MARKING PLAN

8 WEST CARGO APRON MARKING DETAILS

9 RUNWAY 6-24 MARKING PLAN 1

10 RUNWAY 6-24 MARKING PLAN 2

11 RUNWAY 6-24 MARKING PLAN 3

12 TAXIWAY MARKING PLAN 1

13 TAXIWAY MARKING PLAN 2

14 TAXIWAY MARKING PLAN 3

15 TAXIWAY MARKING PLAN 4

16 TAXIWAY MARKING PLAN 5

17 TAXIWAY MARKING PLAN 6

18 TAXIWAY MARKING PLAN 7

19 TAXIWAY MARKING PLAN 8

20 TAXIWAY MARKING PLAN 9

21 TAXIWAY MARKING PLAN 10

22 RUNWAY MARKING DETAILS

23 TAXIWAY MARKING DETAILS 1

24 TAXIWAY MARKING DETAILS 2

25 TAXIWAY MARKING DETAILS 3

Item No.

Spec.

No. Description Units

Estimated Quantity

Record Quantity

1.01 C-105 Mobilization LS 1

1.02 P-605-5.1 Rout, Clean, and Seal Existing Concrete Joints LF 35,300

1.03 P-620-5.1 Surface Preparation SF 160,300

1.04 P-620-5.2a White Marking (Reflective) SF 103,300

1.05 P-620-5.2b Yellow Marking (Reflective) SF 11,900

1.06 P-620-5.2c Red Marking (Reflective) SF 5,100

1.07 P-620-5.2d Black Marking (Non-Reflective) SF 40,200

1.08 105-3.1 Barricades and Markings for Pavement Closures LS 1

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GENERAL NOTES

1. CONTRACTOR SHALL COMPLY WITH APPROVED PROJECT SAFETY PLAN.

2. AC 150/5370-2G, OPERATIONAL SAFETY ON AIRPORTS DURING

CONSTRUCTION, ANY REFERENCES THEREIN SHALL APPLY TO THIS

PROJECT.

3. AIRPORT OPERATIONS WILL COORDINATE RADIO CONTACT WITH

SHREVEPORT GROUND CONTROL, HOWEVER, THE CONTRACTOR SHALL

MAINTAIN RADIO CONTACT WITH SHREVEPORT GROUND CONTROL (FREQ.

121.175) AT ALL TIMES WHEN WORKING IN THE MOVEMENT AREA

SHREVEPORT AIRPORT AUTHORITY TO PROVIDE LOCATION MAP OF ALL

MOVEMENT AND NON-MOVEMENT AREAS DURING TRAINING.

4. CONTRACTOR WILL BE ADVISED WHICH AREAS WILL BE CLOSED OR

ACCESSIBLE WHEN NOTICE TO PROCEED IS ISSUED. BARRICADE PLAN TO

BE COORDINATED WITH AIRPORT OPERATIONS AT THE TIME OF

CONSTRUCTION FOR EACH PHASE.

5. ACTIVE TAXIWAYS AND RUNWAYS AFFECTED DURING CONSTRUCTION SHALL

BE SWEPT AND DEBRIS REMOVED FROM THE SURFACE AS IT OCCURS. NO

DIRECT PAY.

6. CONTRACTOR HAUL ROUTE AND LOCKABLE ACCESS GATE (NO DIRECT PAY)

AS SHOWN. THE CONTRACTOR'S HAUL ROUTE AND PARKING AREA TO BE

USED DURING CONSTRUCTION OF THIS PROJECT ARE TO BE MAINTAINED

AND LEFT IN A CONDITION EQUAL TO OR BETTER THAN ITS CURRENT

CONDITION.

7. THE CONTRACTOR SHALL, WHEN REQUESTED, SUSPEND OPERATIONS IN A

SPECIFIC AREA. WORK WILL ONLY RESUME IN SAID AREA WHEN

AUTHORIZED BY AIRPORT AUTHORITY PERSONNEL.

8. DURING ANY CONSTRUCTION WITHIN 90 FEET OF THE CENTERLINE OF

TAXIWAYS, 250 FEET OF CENTERLINE OF RUNWAY, OR WITHIN THE ILS

CRITICAL AREA (ACTIVE AREAS) THE CONTRACTOR SHALL MAINTAIN RADIO

CONTACT WITH SHREVEPORT GROUND CONTROL UPON INSTRUCTION BY

AIRPORT OPERATIONS. THE CONTRACTOR SHALL IMMEDIATELY VACATE THE

SAFETY AREA OF AN ACTIVE RUNWAY OR TAXIWAY AND NOT RESUME WORK

IN THE SAFETY AREA UNTIL THE RUNWAY OR TAXIWAY IS CLEAR OF

AIRCRAFT OPERATIONS. FAILURE TO COMPLY SHALL BE CAUSE FOR

SUSPENSION OF THE CONTRACTOR'S OPERATIONS WITHIN THESE AREAS.

9. CONTRACTOR SHALL ESTABLISH A STAGING AREA PER THE DIRECTION OF

THE SHREVEPORT AIRPORT AUTHORITY. OTHER AREAS MAY BE MADE

AVAILABLE BY THE DIRECTOR OF AIRPORTS AS NECESSARY. NO EQUIPMENT

OR BULK MATERIAL SHALL BE PERMITTED IN THE RUNWAY SAFETY AREAS,

RUNWAY OBJECT FREE AREAS, OR ILS CRITICAL AREAS AT THE END OF A

WORKING DAY. EQUIPMENT SHALL BE PULLED BACK AND PARKED IN THE

STAGING AREA.

ACCESS ROUTE NOTES

1. DAMAGE TO EXISTING PAVEMENT, FENCES, OR OTHER PROPERTY WHICH IS

CAUSED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED TO

ORIGINAL OR BETTER CONDITION AT NO EXPENSE TO THE OWNER.

2. ACCESS ROUTES FOR EACH CONSTRUCTION PHASE SHALL BE

COORDINATED WITH THE OWNER. ROUTES SHOWN ARE PRELIMINARY ONLY,

AND SUBJECT TO APPROVAL AND ADJUSTMENT BY THE OWNER.

3. AIRCRAFT ALWAYS HAVE THE RIGHT OF WAY.

4. SWEEP RUNWAY, TAXIWAYS, AND APRONS FREQUENTLY TO KEEP

PAVEMENT FREE OF DEBRIS.

5. REPAIR ANY DAMAGE TO ANY EXISTING PAVEMENTS UPON COMPLETION OF

CONSTRUCTION AT NO DIRECT PAY.

COMMUNICATIONS

1. RPR SHALL CONTACT SHV OPS PRIOR TO ENTERING AND UPON EXITING THE

AIRPORT FACILITY. ALL OPERATIONS WITHIN AN ACTIVE AOA REQUIRE THE

CONTRACTOR AND RPR TO BE ESCORTED BY SHV OPS PERSONNEL.

COORDINATION

1. CONTRACTOR PROGRESS MEETINGS - THE OWNER, ENGINEER AND/OR THE

ON-SITE REPRESENTATIVE AND THE CONTRACTOR WILL HOLD PROGRESS

MEETINGS ON A COORDINATED SCHEDULE DURING CONSTRUCTION.

AIRPORT TENANTS AND USERS SHALL BE INVITED TO ATTEND THESE

MEETINGS. THE CSPP WILL BE A STANDING AGENDA ITEM IN SUCH

MEETINGS. AIRPORT TENANTS AND USERS SHALL BE INVITED TO ATTEND

THESE MEETINGS.

2. SCOPE OR SCHEDULE CHANGES - CHANGES IN THE SCOPE OR DURATION OF

THE PROJECT MAY NECESSITATE REVISIONS TO THE CSPP AND REQUIRE

REVIEW AND APPROVAL BY THE OWNER AND FAA.

3. FAA ATO COORDINATION - COORDINATION WITH THE FAA WILL BE DIRECTED

THROUGH THE OWNER. COORDINATION WILL BE MADE WHEN SCHEDULING

AIRWAY FACILITY SHUTDOWN AND RESTARTS. CONTRACTOR WILL

COORDINATE WITH OWNER REGARDING SPECIFIC REQUIREMENTS RELATED

TO SHUTDOWNS AND RESTARTS.

PHASING

1. REFER TO PLANS (SHEET 4) FOR INDIVIDUAL PHASE ELEMENTS REGARDING

PAVEMENT CLOSURE, DURATION, TAXI ROUTES, AND NAVAID IMPACTS..

NAVIGATION AID (NAVAID PROTECTION)

1. NOTICE TO AIRMEN (NOTAM) - CONTRACTOR SHALL NOTIFY THE OWNER AT

LEAST 96 HOURS BEFORE NOTAMS ARE REQUIRED. OWNER WILL THEN

ENSURE NOTAMS ARE PUBLISHED APPROPRIATELY. ALL OPENINGS AND

CLOSURES OF THE AOA OR RESTRICTION ON AIRPORT OPERATIONS SHALL

BE INITIATED OR CANCELED BY THE OWNER. THE CONTRACTOR WILL NOT

COMMENCE CONSTRUCTION UNTIL APPROPRIATE NOTAMS HAVE BEEN

ISSUED.

CONTRACTOR ACCESS

1. THE AIR OPERATIONS AREA (AOA) IS DEFINED AS ALL PAVED AND UNPAVED

AREAS OF THE AIRPORT INSIDE THE PERIMETER FENCE AND INCLUDES BUT

IS NOT LIMITED TO APRONS, TAXIWAYS, RUNWAYS AND RUNWAY SAFETY

AREAS.

a. IT IS THE INTENT OF THESE PLANS TO MINIMIZE INTERFERENCE TO

AIRCRAFT MOVEMENT. IN ACTIVE PORTIONS OF THE AOA, AIRCRAFT

SHALL HAVE THE RIGHT-OF-WAY. THE ENGINEER MAY REQUIRE THE

CONTRACTOR TO SUSPEND ALL CONSTRUCTION ACTIVITY IF

REQUIRED FOR AIRCRAFT OPERATIONS. THIS WILL REQUIRE THE

CONTRACTOR TO MOVE PERSONNEL, EQUIPMENT AND MATERIALS

TO A SAFE LOCATION AND STAND BY UNTIL AIRCRAFT USE IS

COMPLETED.

b. DURING PERFORMANCE OF THIS CONTRACT, RUNWAYS, TAXIWAYS

AND AIRCRAFT PARKING APRONS WILL REMAIN OPEN TO THE

MAXIMUM EXTENT POSSIBLE.

2. CONSTRUCTION ACCESS AND HAUL ROUTES

a. ACCESS TO THE JOB SITE SHALL BE THROUGH DESIGNATED ROUTES.

b. ACCESS ROUTES FOR EACH CONSTRUCTION PHASE WILL BE

COORDINATED WITH THE OWNER. ACCESS ROUTES DEPICTED ON

THE PLANS ARE PRELIMINARY ONLY AND ARE SUBJECT TO

APPROVAL AND ADJUSTMENT BY THE OWNER.

c. THE PAVEMENTS ON THE ACCESS ROUTES MAY NOT SUPPORT

LOADS IMPOSED BY CONSTRUCTION EQUIPMENT OR VEHICLES. THE

CONTRACTOR SHALL LIMIT LOADS AS NECESSARY TO PREVENT

DAMAGE OR SHALL INCLUDE IN HIS BID ADEQUATE BUDGET TO

REPAIR DAMAGE TO THE PAVEMENT.

d. AIRCRAFT ALWAYS HAVE RIGHT OF WAY.

e. SWEEP PAVEMENTS ADJACENT TO WORK AND ACCESS AREAS

FREQUENTLY TO KEEP PAVEMENT FREE OF LOOSE DEBRIS AT ALL

TIMES.

f. PRIVATELY OWNED VEHICLES (POV) PARKING SHALL BE DESIGNATED

BY ENGINEER OR AS SHOWN.

g. CONSTRUCTION EQUIPMENT AND VEHICLES SHALL TRAVEL A

MINIMUM AMOUNT ON NEWLY CONSTRUCTED PAVEMENTS SO THAT

THESE ARE NOT DAMAGED. THE CONTRACTOR WILL BE

RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO PAVEMENTS AT THE

CONTRACTOR'S EXPENSE.

h. DAMAGE TO EXISTING FACILITIES CAUSED BY THE CONTRACTOR'S

OPERATIONS SHALL BE REPAIRED TO ORIGINAL OR BETTER

CONDITION AT NO EXPENSE TO THE OWNER.

3. VEHICLE AND PEDESTRIAN OPERATIONS

a. NO VEHICLE OR EQUIPMENT SHALL MOVE INSIDE THE AOA UNLESS IT

LIGHTED OR MARKED / FLAGGED (FLAG OR LIGHT FOR DAY TIME

ACTIVITY AND LIGHT FOR NIGHT TIME ACTIVITY).

b. NO CONTRACTOR EMPLOYEES OR EMPLOYEES OF

SUBCONTRACTORS OR SUPPLIERS, OR ANY OTHER PERSON UNDER

THE CONTROL OF THE CONTRACTOR SHALL ENTER ANY PART OF

THE AIR OPERATIONS AREA (AOA) FROM THE CONSTRUCTION SITE

UNLESS AUTHORIZED.

c. CONSTRUCTION EQUIPMENT AND VEHICLES SHALL NOT EXCEED A

SPEED OF 15 MPH WITHIN AIRPORT PROPERTY.

4. STOCKPILED MATERIAL

a. CONTRACTOR WILL BE REQUIRED TO COORDINATE WITH THE OWNER

PRIOR TO STOCKPILING MATERIALS.

b. MATERIAL STOCKPILES WILL BE MANAGED BY CONTRACTOR SO THAT

THEY DO NOT - ATTRACT WILDLIFE, GENERATE FOREIGN OBJECT

DEBRIS (FOD) OR PENETRATE ANY AIRPORT OPERATION SURFACE

LIKE THE APPROACH/DEPARTURE SURFACE ETC.

SAFETY

1. THE CONTRACTOR WILL ENSURE THAT AREAS OF AIRCRAFT OPERATION ARE

CLEARLY AND VISIBLY SEPARATED FROM CONSTRUCTION AREAS.

2. THE CONTRACTOR SHALL PROVIDE, INSTALL AND MAINTAIN ALL SAFETY

DEVICES AS INDICATED ON THE PLANS OR AS DIRECTED BY THE RPR.

3. THE CONTRACTOR SHALL STRICTLY ADHERE TO ALL SECURITY POLICIES OF

THE AIRPORT INCLUDING ESCORTING PERSONNEL, BADGING AND ACCESS

WITHIN THE SECURED AREAS OF THE AIRPORT. ACCESS OUTSIDE THE

DEFINED CONSTRUCTION AREA IS STRICTLY PROHIBITED.

4. THE CONTRACTOR MUST TAKE CARE TO MAINTAIN SECURITY DURING

CONSTRUCTION. THE CONTRACTOR SHALL KEEP THE GATES LOCKED OR

GUARDED AT ALL TIMES TO PREVENT ACCESS BY UNAUTHORIZED

PERSONNEL AND ANIMALS. THE CONTRACTOR MUST IMPLEMENT

PROCEDURES TO ENSURE THAT ONLY AUTHORIZED PERSONS AND

VEHICLES HAVE ACCESS TO THE AOA AND TO PROHIBIT ”PIGGYBACKING”

BEHIND AUTHORIZED VEHICLES.

5. FOD PREVENTION - THE CONTRACTOR SHALL PROVIDE A MOTORIZED

MECHANICAL SWEEPER ALONG WITH A “FOD PLAN” PRIOR TO COMMENCING

CONSTRUCTION ACTIVITIES. THE FOD PLAN IS SUBJECT TO APPROVAL BY

THE CONSTRUCTION MANAGER. THE FOD PLAN AND DAILY ACTIVITIES SHALL

BE COORDINATED WITH THE CONSTRUCTION MANAGER.

6. THE CONTRACTOR SHALL HANDLE ALL HAZARDOUS MATERIAL (HAZMAT)

WITH THE RELEVANT AUTHORITIES AND PURSUANT TO LOCAL, STATE, AND

FEDERAL RULES AND REGULATIONS.

7. ALL ACTIVITIES WILL BE PERFORMED IN CONFORMANCE WITH FEDERAL

AVIATION ADMINISTRATION'S (FAA) ADVISORY CIRCULAR (AC) 150/5370-2G

TITLED “OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION”,

LATEST VERSION. NOTHING ON THE PLANS WILL RELIEVE THE CONTRACTOR

FROM HIS/HER RESPONSIBILITY TO COMPLY WITH THE REQUIREMENTS SET

FORTH THEREIN.

0 500' 1000'500'

GRAPHIC SCALE IN FEET

TWY A

TWY A1

TWY C

TWY A2

TWY A4

TWY A

Y A

TWY C

TWY B

EST CARGO APRON

Y 14-32

RWY 6-24

Y B2

TWY B

Y L

TWY L1

TWY A5

TWY A1

TWY A6

EXISTING BUILDING

EXISTING PAVEMENT

EXISTING TAXIWAY SAFETY AREA

EXISTING RUNWAY SAFETY AREA

PROPERTY LINE

PROPOSED WORK AREA

LEGEND

RUNWAY CLOSURE

STAGING AREA

BARRICADE LOCATION

SEE PHASING PLAN FOR DETAILS OF SPECIFIC

LIMITATIONS FOR WORK AREAS. BARRICADES

DEPICTED ARE MINIMAL AMOUNT REQUIRED TO

NECESSITATE RUNWAY 6-24 CLOSURE.

STAGING AREA

70TH ST

HOLLYWOOD AVE

TAXILANE E

XXXX

XXXXXXXX

X X X X

X X

X X X

XXXX

X X X X X X X

X X

32-

24-6

6-24

32-

14-32

32-

14 14

24-6

6-24

GRAPHIC SCALE IN FEET

400' 400' 800'

EXISTING BUILDING

EXISTING PAVEMENT

EXISTING TAXIWAY SAFETY AREA

EXISTING RUNWAY SAFETY AREA

PROPERTY LINE

PROPOSED WORK AREA

LEGEND

RUNWAY CLOSURE

STAGING AREA

PHASING NOTES:

1. RUNWAY 6-24 TO BE CLOSED FOR DURATION OF MARKING

WORK FOR RUNWAY 6-24, TAXIWAY C (RUNWAY 6 END),

TAXIWAY A (INTERSECTION WITH RUNWAY 6-24), TAXIWAY

B2, TAXIWAY B, AND TAXILANE E. RUNWAY 6-24 CLOSURE

SHALL BE COMPLETED WITHIN FIVE (5) CALENDAR DAYS.

2. MARKING WORK WITHIN AND ADJACENT TO THE RUNWAY

14-32 SAFETY AREA SHALL BE COORDINATED WITH SHV

OPERATIONS STAFF AND COMPLETED ON A PULL BACK

BASIS. WORK AREAS INCLUDE RUNWAY 6-24/14-32

INTERSECTION, TAXIWAY L1, TAXIWAY A (RUNWAY 14 END),

TAXIWAY C, TAXIWAY A2, TAXIWAY A4, AND TAXIWAY A

(RUNWAY 32 END).

3. TAXIWAY A CENTERLINE MARKING WORK SHALL BE

COORDINATED WITH SHV OPERATIONS STAFF AND

COMPLETED ON A PULL BACK BASIS. TWO OF THE THREE

ENTRANCES TO THE COMMERCIAL SERVICE APRON MUST

BE OPEN AT ALL TIMES DURING THE MARKING OF TAXIWAY

A CENTERLINE.

4. JOINT SEALANT REMOVAL AND REPLACEMENT/MARKING

WORK ON THE WEST CARGO APRON MAY BE COMPLETED

SIMULTANEOUSLY WITH THE PREVIOUSLY NOTED MARKING

WORK. CONTRACTOR SHALL COORDINATE WITH SHV

OPERATIONS FOR CLOSING SECTIONS OF THE WEST

CARGO RAMP FOR WORK AND PLACEMENT OF LOW

PROFILE BARRICADES. ACCESS TO AND FROM THE WEST

CARGO APRON BY AIR CARGO OPERATORS SHALL BE

MAINTAINED AT ALL TIMES. AIR CARGO AIRCRAFT WILL NOT

BE PRESENT ON THE WEST CARGO APRON ON

SATURDAYS/SUNDAYS.

5. PRIOR TO BEGINNING WORK, THE AIRPORT WILL ISSUE THE

APPROPRIATE NOTAM INDICATING THE CLOSURE OF

RUNWAY 6-24 AND/OR OTHER WORK AREAS NOTED ABOVE.

6. INSTALL/MAINTAIN BARRICADES AND RUNWAY CLOSURE

X'S AT LOCATIONS SHOWN.

7. AT THE COMPLETION OF THE ITEMS ABOVE, COORDINATE

WITH THE CONSTRUCTION MANAGER TO OPEN WORK AREA

AND ACCESS ROUTES. FOLLOW STEPS BELOW:

· CLEAN ALL PAVED SURFACES TO REMOVE FOD.

· REMOVE LOW PROFILE BARRICADES AND RUNWAY

CLOSURE X'S.

· REMOVE ALL EQUIPMENT, MATERIALS, AND PERSONNEL

FROM WORK AREA.

8. COORDINATE WITH THE AIRPORT TO CANCEL ALL NOTAMS

THE AIRPORT ISSUED.

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TWY A

TWY A1

TWY C

TWY A2

TWY A4

TWY A

Y A

TWY C

TWY B

EST CARGO APRON

Y 14-32

RWY 6-24

Y B2

TWY B

Y L

TWY L1

TWY A5

TWY A1

TWY A6

CONSTRUCTION ACCESS ROUTE

GATE 32

GATE 29

GATE 7

GATE 20

STAGING AREA

70TH ST

HOLLYWOOD AVE

TAXILANE E

COMMERCIAL SERVICE APRON

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NOTES:

1. LIGHTED BARRICADES SHALL BE PROVIDED, INSTALLED, AND MAINTAINED BY CONTRACTOR.

2. BARRICADE LIGHTING SHALL BE SPACED NOT TO EXCEED 20' ON CENTER AND SPACING

BETWEEN BARRICADES NOT EXCEEDING 10'.

3. BARRICADES SHALL BE REQUIRED AROUND ALL EXCAVATIONS WHICH EXCEED 3" IN DEPTH

BELOW ADJACENT PAVEMENT AND IN LOCATIONS SHOWN.

4. CONTRACTOR SHALL CHECK LAYOUT AND LIGHTS EACH DAY TO ENSURE BARRICADES ARE

FUNCTIONING CORRECTLY.

5. OTHER METHODS FOR PROVIDING PAVEMENT BARRICADES MAY BE ACCEPTABLE, IF

APPROVED BY ENGINEER. ALTERNATE METHODS SHALL BE SUBMITTED TO THE ENGINEER

FOR APPROVAL PRIOR TO USE.

±8'

FLASHING RED LIGHT

(DUSK TO DAWN

OPERATION)

6" ORANGE & WHITE

REFLECTIVE STRIPES

TEMPORARY WATER FILLED

LOW-PROFILE BARRICADE

N.T.S.

PORTABLE LIGHTED RUNWAY CLOSURE MARKER NOTES:

1. THE PORTABLE LIGHTED RUNWAY CLOSURE MARKER (RCM) SHALL MEET THE REQUIREMENTS AND SPECIFICATIONS SET FORTH IN AC 150/5345-55 (CURRENT VERSION), SPECIFICATION FOR L-893, LIGHTED VISUAL AID TO INDICATE TEMPORARY RUNWAY CLOSURE. THE REQUIREMENTS OF THIS AC SHALL GOVERN IN THE EVENT OF CONFLICT WITH THE REQUIREMENTS OUTLINED IN THIS DETAIL.

2. THE (RCM) SHALL BE DESIGNED TO FORM A LIGHTED "X" WHICH CONTAINS TWENTY-ONE (21) 90 WATT PAR 38, 10 DEGREE WEATHER PROOF OUTDOOR STANDARD BASE CLEAR LED SPOT BULBS WITH ONE (1) BULB LOCATED IN THE CENTER AND FIVE (5) BULBS LOCATED IN EACH OF THE FOUR (4) LEGS. ALL "X" PANEL BULBS, LIGHTED SOCKETS, WIRING, AND CONNECTIONS MUST BE ENCLOSED IN A WEATHER RESISTANT HOUSING.

3. THE LIGHTED "X" FORMED WHEN OPENED AND OPERATING WILL BE 20'-6" EACH CONTINUOUS LEG AND 14'-6" ON THE PERIPHERAL.

4. THE ANGLE MECHANISM MUST BE CAPABLE OF TILTING 3 DEGREES FROM VERTICAL AND HAVE TRAILER ADJUSTMENTS TO ACCOMMODATE THIS

ANGLE NO MATTER WHAT THE DEGREE OF THE RUNWAY.

5. ILLUMINATION OF THE RCM SHALL BE WORKABLE IN A CONTINUOUS OR FLASHING MODE. THIS MUST BE CONTROLLED BY A SOLID STATE

FLASHER. MECHANICAL FLASHERS ARE NOT ACCEPTABLE.

6. A PHOTO CELL MUST BE USED TO REDUCE THE VOLTAGE TO 75 VOLTS FOR NIGHTTIME OPERATIONS.

7. A RADIO FREQUENCY FILTER SHALL BE INSTALLED WITH AN OPERATION FREQUENCY OF 50 HZ.

8. THE RCM MUST BE ABLE TO WITHSTAND WINDS OF 40 MPH WHILE IN OPERATIONAL MODE.

PORTABLE LIGHTED RUNWAY CLOSURE MARKER

N.T.S.

MAXIMUM WEIGHT

NO FUEL

MAXIMUM LENGTH

TOWING AND STORAGE POSITION

MAXIMUM WIDTH IN

TOWING AND STORAGE POSITION

MAXIMUM HEIGHT IN

TOWING AND STORAGE POSITION

MAXIMUM WIDTH IN RAISED

OPERATING POSITION

MAXIMUM LENGTH IN

RAISED POSITION

MAXIMUM HEIGHT IN

RAISED OPERATING POSITION

MAXIMUM TONGUE - WEIGHT

EMPTY FUEL TANK

MAXIMUM TONGUE WEIGHT

- FULL FUEL TANK

MAXIMUM TONGUE WEIGHT

-FULL FUEL TANK AND SECOND

UNIT ON REAR HITCH

1854 LBS

127.9 INCHES

101.0 INCHES

76.5 INCHES

188.5 INCHES

187.4 INCHES

206.7 INCHES

234 LBS

318 LBS

245 LBS

XXXXXXXXXX

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LEGEND

PAVEMENT JOINT SEALANT

REPLACEMENT

EXISTING PAVEMENT JOINT

EXISTING BUILDING

Y L1

Y L

0 50' 100'50'

GRAPHIC SCALE IN FEET

EXISTING JOINT ROUTING AND

CLEANING DETAILS

N.T.S.

NOTES:

1. ALL JOINTS TO BE REMOVED AND REPLACED SHALL BE ROUTED AND PREPARED

FOR JOINT REPLACEMENT BY THE USE OF HIGH PRESSURE WATER BLAST, WITH

THE JOINT BEING ADEQUATELY CLEANED AND ACCEPTED BY THE ENGINEER.

2. JOINT REPLACEMENTS SHALL BE MADE IN ACCORDANCE WITH THE JOINT

SEALANT DETAILS SHOWN ON THIS SHEET AND IN ACCORDANCE WITH FAA

SPECIFICATION P-605, JOINT SEALANTS FOR PAVEMENTS.

JOINT TO BE ROUTED AND

CLEANED OF ALL JOINT SEALER,

DEBRIS AND VEGETATION.

XXXXXXXXXX

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Y L1

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0 50' 100'50'

GRAPHIC SCALE IN FEET

PROPOSED ZIPPER STYLE

ROADWAY EDGE STRIPE MARKING

PROPOSED AIRCRAFT

LEAD-IN LINE MARKING

PROPOSED MARKING

PROPOSED INTERMEDIATE

HOLDING POSITION MARKING

T C

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12" WIDE YELLOW

REFLECTIVE LEAD-IN

CENTERLINE MARKING

SURFACE PAINTED

IDENTIFICATION SIGN (BLACK

BACKGROUND WITH

YELLOW REFLECTIVE PAINTED

NUMBER). MATCH DIMENSIONS

OF EXISTING MARKINGS.

6" WIDE BLACK NON-

REFLECTIVE OUTLINE

MARKING (TYP.)

TYPICAL 12" YELLOW

AIRCRAFT HOLD BAR

MARKINGS

57 - 3W

TYPICAL AIRCRAFT HOLD

DESIGNATION MARKING

(BLACK BACKGROUND W/

YELLOW CHARACTERS).

MATCH EXISTING MARKING

DIMENSIONS AND

CHARACTERS.

AIRCRAFT LEAD-IN LINE

MARKING DETAIL

N.T.S.

NOTES:

1. REFER TO PLANS FOR LOCATIONS OF MARKINGS REGARDING SPECIFIC

AIRCRAFT STOP BARS.

1' (TYP.)

NON-M

OVEMENT

AREA

AIR

CRAFT

MOVEMENT

AREA

ROADWAY

BOUNDARY

BLACK MARKING

BACKGROUND

ZIPPER STYLE ROADWAY EDGE

STRIPE MARKING DETAIL

N.T.S.

GAP

BLACK MARKING

BACKGROUND

EDGE OF

PAVEMENT

3' (T

GAP

1' (TYP.)

EDGE OF

PAVEMENT

2' (1 - 1' STRIPE

AND 2 - 6" SPACES)

INTERMEDIATE HOLDING

POSITION MARKING DETAIL

N.T.S.

12" WIDE WHITE

REFLECTIVE

XXX

X X

32-1

24-6

6-24

32-

14-32

32-1

14 14

24-6

6-24

200'

10' 10'

150' 40' 63' 37' 120' 80' 120' 80' 120' 80'

120' 80' 120'

150'1020'

21.59'

PROPOSED RUNWAY

THRESHOLD MARKINGS

PROPOSED RUNWAY

LANDING DESIGNATION MARKING PROPOSED RUNWAY

CENTERLINE MARKING

PROPOSED RUNWAY

EDGE MARKING (3')

PROPOSED RUNWAY

TOUCHDOWN ZONE MARKINGSPROPOSED RUNWAY

THRESHOLD BAR MARKING

PROPOSED BLASTPAD

MARKINGS

PROPOSED TAXIWAY

CENTERLINE MARKING

PROPOSED HOLD

POSITION MARKING

80'58.41' 69.95'120' 120' 80' 120' 80' 120' 80' 60.03' 58.36' 80' 120'

PROPOSED RUNWAY

CENTERLINE MARKING

PROPOSED RUNWAY

EDGE MARKING (3')

R U

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RUNWAY 6-24

R U

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AY 14-32

RUNWAY 6-24

24-6

80'

23.76'24.61'

120' 80' 120' 80' 120' 120' 80' 120' 80' 120' 80' 120' 80'

PROPOSED RUNWAY

CENTERLINE MARKING

PROPOSED RUNWAY

EDGE MARKING (3')

PROPOSED HOLD

POSITION MARKING

PROPOSED TAXIWAY

CENTERLINE MARKING

24-6

6-24

24-6

6-24

80' 55.39'

10.05'

120' 80' 120' 120' 40' 80' 40' 80' 62.91' 80' 40' 80' 40' 120' 80' 120'

PROPOSED RUNWAY

CENTERLINE MARKING

PROPOSED RUNWAY

EDGE MARKING (3')

PROPOSED TAXIWAY

CENTERLINE MARKING

PROPOSED HOLD

POSITION MARKING PROPOSED HOLD

POSITION MARKING

PROPOSED TAXIWAY

CENTERLINE MARKING

PROPOSED TAXIWAY

CENTERLINE MARKING PROPOSED TAXIWAY

CENTERLINE MARKING

PROPOSED HOLD

POSITION MARKING PROPOSED HOLD

POSITION MARKING

XXX

X X

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6-24

32-

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32-1

14 14

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6-24

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0 50' 100'50'

GRAPHIC SCALE IN FEET

C H

E RUNWAY 6-24

RUNWAY 6-24

Y A

80'52.06' 120' 120' 40' 60' 40' 150'

10' 10'

100'

150'

682.06'

PROPOSED RUNWAY

EDGE MARKING (3')

PROPOSED HOLD

POSITION MARKING

PROPOSED TAXIWAY

CENTERLINE MARKING

PROPOSED TAXIWAY

CENTERLINE MARKING

PROPOSED HOLD

POSITION MARKING

PROPOSED BLASTPAD

MARKINGS

PROPOSED RUNWAY

THRESHOLD BAR MARKING

PROPOSED RUNWAY

LANDING DESIGNATION MARKING

PROPOSED RUNWAY

THRESHOLD MARKINGS

80'

27.94'

96.24' 80' 120'

150'

120' 120'80'

337.64'

PROPOSED RUNWAY

CENTERLINE MARKING

PROPOSED RUNWAY

EDGE MARKING (3')

PROPOSED RUNWAY

TOUCHDOWN ZONE MARKINGS

XXX

X X

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6-24

32-

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32-1

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C H

0 50' 100'50'

GRAPHIC SCALE IN FEET

RUNWAY 6-24

TWY B

250'

PROPOSED SURFACE PAINTED

HOLDING POSITION MARKINGS

PROPOSED HOLD

POSITION MARKING

PROPOSED TAXIWAY ENHANCED

CENTERLINE MARKING

PROPOSED TAXIWAY

CENTERLINE MARKING

XXX

X X

32-1

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6-24

32-

14-32

32-1

14 14

24-6

6-24

G P

0 30' 60'30'

GRAPHIC SCALE IN FEET

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RUNWAY 6-24

6-24

32-

24-6

6-24

250'

200'

200' 200'

379.78'

200'

250'

R100'

R100' R100'

R100'

R100' R100'

250'

PROPOSED TAXIWAY ENHANCED

CENTERLINE MARKING

PROPOSED TAXIWAY ENHANCED

CENTERLINE MARKING

PROPOSED TAXIWAY ENHANCED

CENTERLINE MARKING

PROPOSED TAXIWAY ENHANCED

CENTERLINE MARKING

PROPOSED SURFACE PAINTED

HOLDING POSITION MARKING

PROPOSED SURFACE PAINTED

HOLDING POSITION MARKING

PROPOSED SURFACE PAINTED

HOLDING POSITION MARKING

PROPOSED SURFACE PAINTED

HOLDING POSITION MARKING

PROPOSED HOLD

POSITION MARKING

PROPOSED HOLD

POSITION MARKING PROPOSED HOLD

POSITION MARKING

PROPOSED HOLD

POSITION MARKING

PROPOSED TAXIWAY

CENTERLINE MARKING

PROPOSED TAXIWAY

CENTERLINE MARKING

PROPOSED TAXIWAY

CENTERLINE MARKING

PROPOSED TAXIWAY

CENTERLINE MARKING

XXX

X X

32-1

24-6

6-24

32-

14-32

32-1

14 14

24-6

6-24

G P

0 50' 100'50'

GRAPHIC SCALE IN FEET

N O

D R

B Y:

O R

R T

O R

T C

O A

T N

SEAL:

LOUISIANA STATE REG. NO. EF-476

SHEET NO.

: W

ILI

- S

T, LO

K R

\\K

\P R

\ 1

C -L

O -M

K-

.D W

A M

B Y:

C M

H aw n Av e.

Sh re ve po rt, L A

.7 w w w

.k sa en g.

co m a Pa pe -D aw so n co m pa ny

Y A TW

Y D

RUNWAY 6-24

R U

N W

AY 14-32

Y A

TWY C

200' 200'

R100' R100'

PROPOSED TAXIWAY ENHANCED

CENTERLINE MARKING

PROPOSED SURFACE PAINTED

HOLDING POSITION MARKING

PROPOSED HOLD

POSITION MARKING

PROPOSED TAXIWAY

CENTERLINE MARKING

XXX

X X

32-1

24-6

6-24

32-

14-32

32-1

14 14

24-6

6-24

G P

0 30' 60'30'

GRAPHIC SCALE IN FEET

N O

D R

B Y:

O R

R T

O R

T C

O A

T N

SEAL:

LOUISIANA STATE REG. NO. EF-476

SHEET NO.

: W

ILI

- S

T, LO

K R

\\K

\P R

\ 1

C -L

O -M

K-

.D W

A M

B Y:

C M

H aw n Av e.

Sh re ve po rt, L A

.7 w w w

.k sa en g.

co m a Pa pe -D aw so n co m pa ny

RUNWAY 6-24

TWY B

250'

PROPOSED TAXIWAY ENHANCED

CENTERLINE MARKING

PROPOSED SURFACE PAINTED

HOLDING POSITION MARKINGS

PROPOSED HOLD

POSITION MARKING

PROPOSED TAXIWAY

CENTERLINE MARKING

PROPOSED TAXIWAY ENHANCED

CENTERLINE MARKING

PROPOSED SURFACE PAINTED

HOLDING POSITION MARKING

PROPOSED HOLD

POSITION MARKING

PROPOSED TAXIWAY

CENTERLINE MARKING

XXX

X X

32-1

24-6

6-24

32-

14-32

32-1

14 14

24-6

6-24

G P

0 40' 80'40'

GRAPHIC SCALE IN FEET

N O

D R

B Y:

O R

R T

O R

T C

O A

T N

SEAL:

LOUISIANA STATE REG. NO. EF-476

SHEET NO.

: W

ILI

- S

T, LO

K R

\\K

\P R

\ 1

C -L

O -M

K-

.D W

A M

B Y:

C M

H aw n Av e.

Sh re ve po rt, L A

.7 w w w

.k sa en g.

co m a Pa pe -D aw so n co m pa ny

RUNWAY 6-24

TWY B

32-

14-32

24-6

250'

PROPOSED TAXIWAY ENHANCED

CENTERLINE MARKING

PROPOSED SURFACE PAINTED

HOLDING POSITION MARKING

PROPOSED HOLD

POSITION MARKING

PROPOSED HOLD

POSITION MARKING

PROPOSED SURFACE PAINTED

HOLDING POSITION MARKING

PROPOSED TAXIWAY ENHANCED

CENTERLINE MARKING

XXX

X X

32-1

24-6

6-24

32-

14-32

32-1

14 14

24-6

6-24

G P

0 40' 80'40'

GRAPHIC SCALE IN FEET

N O

D R

B Y:

O R

R T

O R

T C

O A

T N

SEAL:

LOUISIANA STATE REG. NO. EF-476

SHEET NO.

: W

ILI

- S

T, LO

K R

\\K

\P R

\ 1

C -L

O -M

K-

.D W

A M

B Y:

C M

H aw n Av e.

Sh re ve po rt, L A

.7 w w w

.k sa en g.

co m a Pa pe -D aw so n co m pa ny

TWY C

Y A

R U

N W

AY 14-32

RUNWAY 6-24

32-14

PROPOSED TAXIWAY ENHANCED

CENTERLINE MARKING

PROPOSED SURFACE PAINTED

HOLDING POSITION MARKING

PROPOSED HOLD

POSITION MARKING

XXX

X X

32-1

24-6

6-24

32-

14-32

32-1

14 14

24-6

6-24

G P

0 30' 60'30'

GRAPHIC SCALE IN FEET

N O

D R

B Y:

O R

R T

O R

T C

O A

T N

SEAL:

LOUISIANA STATE REG. NO. EF-476

SHEET NO.

: W

ILI

- S

T, LO

K R

\\K

\P R

\ 1

C -L

O -M

K-

.D W

A M

B Y:

C M

H aw n Av e.

Sh re ve po rt, L A

.7 w w w

.k sa en g.

co m a Pa pe -D aw so n co m pa ny

RUNWAY 14-32

TWY A

32-14

PROPOSED SURFACE PAINTED

HOLDING POSITION MARKING

PROPOSED TAXIWAY ENHANCED

CENTERLINE MARKING

PROPOSED HOLD

POSITION MARKING

XXX

X X

32-1

24-6

6-24

32-

14-32

32-1

14 14

24-6

6-24

G P

0 30' 60'30'

GRAPHIC SCALE IN FEET

N O

D R

B Y:

O R

R T

O R

T C

O A

T N

SEAL:

LOUISIANA STATE REG. NO. EF-476

SHEET NO.

: W

ILI

- S

T, LO

K R

\\K

\P R

\ 1

C -L

O -M

K-

.D W

A M

B Y:

C M

H aw n Av e.

Sh re ve po rt, L A

.7 w w w

.k sa en g.

co m a Pa pe -D aw so n co m pa ny

RUNWAY 14-32

Y A4

PROPOSED HOLD

POSITION MARKING

PROPOSED SURFACE PAINTED

HOLDING POSITION MARKINGS

PROPOSED TAXIWAY ENHANCED

CENTERLINE MARKING

XXX

X X

32-1

24-6

6-24

32-

14-32

32-1

14 14

24-6

6-24

G P

0 30' 60'30'

GRAPHIC SCALE IN FEET

N O

D R

B Y:

O R

R T

O R

T C

O A

T N

SEAL:

LOUISIANA STATE REG. NO. EF-476

SHEET NO.

: W

ILI

- S

T, LO

K R

\\K

\P R

\ 1

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O -M

K-

.D W

A M

B Y:

C M

H aw n Av e.

Sh re ve po rt, L A

.7 w w w

.k sa en g.

co m a Pa pe -D aw so n co m pa ny

RUNWAY 14-32

250' 250'

PROPOSED TAXIWAY ENHANCED

CENTERLINE MARKING (12")

PROPOSED SURFACE PAINTED

HOLDING POSITION MARKINGS

PROPOSED HOLD

POSITION MARKING

PROPOSED HOLD

POSITION MARKING

PROPOSED SURFACE PAINTED

HOLDING POSITION MARKINGS

PROPOSED TAXIWAY ENHANCED

CENTERLINE MARKING (12")

BEGIN PROPOSED TAXIWAY

CENTERLINE MARKING (12")

R135'

32-14

PROPOSED TAXIWAY

CENTERLINE MARKING (12")

XXX

X X

32-1

24-6

6-24

32-

14-32

32-1

14 14

24-6

6-24

G P

0 40' 80'40'

GRAPHIC SCALE IN FEET

N O

D R

B Y:

O R

R T

O R

T C

O A

T N

SEAL:

LOUISIANA STATE REG. NO. EF-476

SHEET NO.

: W

ILI

- S

T, LO

K R

\\K

\P R

\ 1

C -L

O -M

K-

.D W

A M

B Y:

C M

H aw n Av e.

Sh re ve po rt, L A

.7 w w w

.k sa en g.

co m a Pa pe -D aw so n co m pa ny

C H

MATCH LINE

0 40' 80'40'

GRAPHIC SCALE IN FEET

R U

N W

TWY L1

TWY A

END PROPOSED TAXIWAY

CENTERLINE MARKING (12")

XXX

X X

32-1

24-6

6-24

32-

14-32

32-1

14 14

24-6

6-24

G P

N O

D R

B Y:

O R

R T

O R

T C

O A

T N

SEAL:

LOUISIANA STATE REG. NO. EF-476

SHEET NO.

: W

ILI

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T, LO

K R

\\K

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\ 1

C -L

O -M

K-

.D W

(1 0)

- 8 :3

B Y:

C M

H aw n Av e.

Sh re ve po rt, L A

.7 w w w

.k sa en g.

co m a Pa pe -D aw so n co m pa ny

C H

0 40' 80'40'

GRAPHIC SCALE IN FEET

TWY A

RUNWAY 14-32

Y C

TWY B

R U

N W

N G

N O

D R

B Y:

O R

R T

O R

T C

O A

T N

SEAL:

LOUISIANA STATE REG. NO. EF-476

SHEET NO.

: W

ILI

- S

T, LO

K R

\\K

\P R

\ 1

C -D

T-

O J-

.D W

R W

| 7 /1

A M

B Y:

C M

H aw n Av e.

Sh re ve po rt, L A

.7 w w w

.k sa en g.

co m a Pa pe -D aw so n co m pa ny

10' 150'

40' TO

RUNWAY

NUMBER

THRESHOLD MARKING

RUNWAY ℄

EDGE OF PAVEMENT

RUNWAY THRESHOLD

MARKING DETAIL (150')

N.T.S.

10'

THRESHOLD BAR

3' STRIPE

(TYP.)

RUNWAY EDGE

OF PAVEMENT RUNWAY ℄

6" BLACK

MARKING

BORDER

(TYP.)

NOTES:

1. RUNWAY EDGE MARKINGS SHALL EXTEND THE FULL LENGTH

OF THE RUNWAY BETWEEN THRESHOLD MARKINGS.

RUNWAY EDGE

OF PAVEMENT

3.0' WIDE RUNWAY

EDGE MARKING DETAIL

N.T.S.

7RUNWAY CENTERLINE

MARKING DETAIL (PRECISION)

N.T.S.

RUNWAY ℄

(TYP.)

BLACK NON-REFLECTIVE

BORDER BACKGROUND

WHITE RETRO-REFLECTIVE

RUNWAY CL MARKING

' T

O E

D G

E O

F R

U N

RUNWAY EDGE MARKING

(IF APPLICABLE)

1,020' 150'

AIMING POINT MARKING

RUNWAY ℄

EDGE OF

PAVEMENT OR

THRESHOLD

RUNWAY AIMING POINT

MARKING DETAIL (150')

N.T.S.

5' 5'

20'

RUNWAY ℄

10'

RUNWAY 6 LANDING

DESIGNATION DETAIL

N.T.S.

' T

O T

H R

G S

' T

O R

U N

20'

' 5'

15'

RUNWAY ℄

10'

5'15'

25'

30'

RUNWAY 24 LANDING

DESIGNATION DETAIL

N.T.S.

' T

O T

H R

G S

' T

O R

U N

RUNWAY ℄

3' (M

5' (M

50' 50'

20' 200'

(RWY 6 END)

EDGE OF PAVEMENT

START OF RUNWAY THRESHOLD IS AT

OUTBOARD EDGE OF THRESHOLD BAR

STANDARD RUNWAY

MARKING

(R W

5' (MAX.)

OPTIONAL MARKING

CHEVRON MARKING

RUNWAY BLASTPAD/STOPWAY (< 250') MARKING DETAIL

N.T.S.

NOTES:

1. RUNWAY CHEVRON MARKINGS SHALL BE PAINTED YELLOW.

2. WIDTH OF BLASTPAD SHALL EQUAL THE RUNWAY WIDTH PLUS THE

RUNWAY SHOULDERS. WIDTH OF STOPWAY SHALL EQUAL THE RUNWAY

WIDTH ONLY.

3. CHEVRON SPACING MAY BE DOUBLED IF LENGTH OF AREA EXCEEDS 1000'.

4. FOR STOPWAYS LESS THAN 250' IN LENGTH, ONLY FULL CHEVRONS ARE

REQUIRED WITH THE OPTION TO PAINT PARTIAL CHEVRONS.

10' WIDE

THRESHOLD

BAR (WHITE)

(R W

E N

100'

(RWY 24 END)

G D

N O

D R

B Y:

O R

R T

O R

T C

O A

T N

SEAL:

LOUISIANA STATE REG. NO. EF-476

SHEET NO.

: W

ILI

- S

T, LO

K R

\\K

\P R

\ 1

C -D

T-

O J-

.D W

| 7

/1 8/

M O

H aw n Av e.

Sh re ve po rt, L A

.7 w w w

.k sa…

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File details come from the government source that posted it. Updated Jul 29, 2025.