LOCATION MAPVICINITY MAP

TEMPLE, TEXAS

DRAUGHON-MILLER REGIONAL AIRPORT

RUNWAY 34 PAPI-4 AND REIL REPLACEMENT

KSA PROJECT No. 103967

AUGUST 2025

\\ksa.net\Gateway\Projects\103967\008 CAD\30 Sheets\02 Civil\103967-GI-COVR.dwg : COVER SHEET

PROJECT

LOCATION

PROJECT

LOCATION

2720 Washington Dr., Suite 120 Norman, OK 73069

T. 405.233.3676 www.ksaeng.com

RECOMMENDED BY:

KSA

TBPE FIRM REGISTRATION No. F-1356

CHAD PENNEL, P.E. DATE

SR. PROJECT MANAGER

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INDEX OF SHEETS

SHEET NUMBER SHEET TITLE

GENERAL INFORMATION

G01 COVER SHEET

G02 GENERAL NOTES

PLAN LAYOUTS

C01 PROJECT LAYOUT AND PHASING PLAN

C02 PAPI-4 AND REIL REPLACEMENT SITE PLAN

C03 RUNWAY 34 PAPI-4 GLIDESLOPE PLAN-PROFILE

ELECTRICAL DETAILS

E01 ELECTRICAL DETAILS

E02 ELECTRICAL DETAILS I

E03 ELECTRICAL DETAILS II

GENERAL:

1. THE TERM "CITY" USED THROUGHOUT THE PLANS AND SPECIFICATIONS SHALL REFER TO THE CITY OF TEMPLE, TEXAS.

2. THE TERM "AIRPORT" USED THROUGHOUT THE PLANS AND SPECIFICATIONS SHALL REFER TO THE DRAUGHON-MILLER CENTRAL REGIONAL AIRPORT. THE TERM "AIRPORT" SHALL ALSO BE INTERPRETED TO MEAN “AIRPORT MANAGEMENT AND / OR

OPERATIONS STAFF”.

3. THE TERM "OWNER" USED THROUGHOUT THE PLANS AND SPECIFICATIONS SHALL REFER TO THE CITY OF TEMPLE. THE TERM "OWNER" SHALL ALSO BE INTERPRETED TO MEAN “OWNER'S REPRESENTATIVE”. THE TERM "OWNER" MAY ALSO BE USED

INTERCHANGEABLY WITH THE TERM "CITY" AND / OR "AIRPORT", AS APPLICABLE.

4. THE AIR OPERATIONS AREA (AOA) IS DEFINED AS ALL AREAS OF THE AIRPORT INSIDE THE PERIMETER FENCE AND INCLUDES, BUT IS NOT LIMITED TO, APRONS, TAXIWAYS, RUNWAYS, AND RUNWAY AND TAXIWAY SAFETY AREAS.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING HIS OWN PROJECT OFFICE, TOILET FACILITIES, EQUIPMENT, SUPPLIES, AND OTHER INCIDENTALS AND / OR FACILITIES NECESSARY FOR WORK ON THE PROJECT. THE OWNER WILL NOT

PROVIDE FACILITIES TO THE CONTRACTOR DURING CONSTRUCTION.

6. ALL EQUIPMENT REQUIRED TO COMPLETE THE PROJECT SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE CONSIDERED

SUBSIDIARY TO THE VARIOUS BID ITEMS OF THE PROJECT.

7. THE CONTRACTOR SHALL VIDEO AND / OR PHOTOGRAPH THE ENTIRE WORK AREA AND SURROUNDING AREAS AFTER THE PRE-CONSTRUCTION MEETING AND PRIOR TO MOBILIZATION OF PERSONNEL AND EQUIPMENT. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH ONE COPY OF THE PICTURE(S) AND / OR VIDEO(S) TAKEN. THIS DOCUMENTATION SHALL BE USED TO DETERMINE THE AMOUNT OF DAMAGE, IF ANY, CAUSED TO EXISTING FACILITIES (PAVEMENT, UTILITIES, BUILDINGS, ETC.) BY THE CONTRACTOR AND THE QUALITY OF CONSTRUCTION WHICH SHALL BE REQUIRED FOR THE REPAIRS.

8. WORK SHALL BE ACCOMPLISHED BETWEEN THE HOURS OF 7 A.M. CST TO 6 P.M. CST UNLESS OTHERWISE APPROVED BY THE

OWNER.

9. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL HORIZONTAL AND VERTICAL CONSTRUCTION STAKING AS REQUIRED FOR THE PROJECT DEVELOPMENT. CONSTRUCTION STAKING SHALL BE PERFORMED BY THE CONTRACTOR AND SHALL BE

CONSIDERED SUBSIDIARY TO THE VARIOUS BID ITEMS OF THE PROJECT.

10. CONSTRUCTION ACCESS AND HAUL ROUTES

A. ACCESS TO THE JOB SITE SHALL BE THROUGH DESIGNATED ROUTES AS SHOWN ON THE PLANS.

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 SHALL ALWAYS HAVE RIGHT OF WAY.

E. CONTRACTOR EMPLOYEE PARKING SHALL BE DESIGNATED BY THE OWNER.

F. CONSTRUCTION EQUIPMENT AND VEHICLES SHALL NOT EXCEED 15 MPH WITHIN THE AIRPORT PROPERTY.

11. CONSTRUCTION EQUIPMENT AND VEHICLES SHALL TRAVEL A MINIMUM AMOUNT ON PAVEMENTS SO THAT THE PAVEMENT AREAS

WILL NOT BE DAMAGED.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE, AS COMPARED TO PRE-CONSTRUCTION CONDITIONS, CAUSED BY THE CONTRACTOR TO ANY EXISTING FACILITIES (PAVEMENTS, UTILITIES, BUILDINGS, ETC.) WHICH WERE NOT DESIGNATED FOR RECONSTRUCTION OR REPLACEMENT. ALL REPAIRS MUST BE MADE TO EQUAL OR BETTER QUALITY AND IN COMPLIANCE WITH THE OWNER, TXDOT, AND / OR FAA REQUIREMENTS - THE STRICTEST OF WHICH WILL APPLY. ALL REPAIR AND REPLACEMENT COSTS FOR DAMAGED FACILITIES SHALL BE AT THE EXPENSE OF THE CONTRACTOR.

13. THE CONTRACTOR SHALL MAINTAIN A CLEAN CONSTRUCTION WORK AREA. THE CONTRACTOR SHALL PERFORM CLEANUP

OPERATIONS ON A DAILY BASIS.

14. THE CONTRACTOR SHALL PREPARE A FOREIGN OBJECT DEBRIS (FOD) PLAN THAT, AT MINIMUM, WILL INCLUDE A MOTORIZED MECHANICAL SWEEPER THAT SHALL REMAIN ONSITE DURING ALL CONSTRUCTION OPERATIONS ON OR ADJACENT TO PAVEMENTS. THE FOD PLAN SHALL BE PROVIDED BY THE CONTRACTOR AT THE PRE-CONSTRUCTION MEETING AND SHALL BE EXPLAINED BY THE CONTRACTOR TO THE MEETING ATTENDEES. THE FOD PLAN IS SUBJECT TO APPROVAL BY THE OWNER. THE

FOD PLAN AND ASSOCIATED DAILY ACTIVITIES SHALL BE COORDINATED WITH THE OWNER.

15. IT IS IMPERATIVE THAT A FIRM SUBGRADE BE MAINTAINED IN THE PAVEMENT CONSTRUCTION AREAS AT ALL TIMES. THE CONTRACTOR SHALL SHAPE THE SUBGRADE TO DRAIN AND SHALL PROVIDE, MAINTAIN, AND OPERATE PORTABLE PUMPS AS NECESSARY TO PREVENT THE PONDING OF WATER ON THE SUBGRADE OR BASE COURSE. PUMPING SHALL COMMENCE AS SOON

AS POSSIBLE FOLLOWING THE COMPLETION OF A RAINSTORM.

16. NO TRENCHES IN ACTIVE RUNWAY AND TAXIWAY SAFETY AREAS 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 AIRPORT MANAGEMENT.

17. THE CONTRACTOR SHALL PROVIDE PORTABLE HAND-HELD 2-WAY RADIOS (AVIATION BAND) SET TO A PREDETERMINED FREQUENCY ALLOWING FLAGMEN, SUPERINTENDENTS, AND THE RPR TO KEEP IN CONSTANT CONTACT WITH THE AIR TRAFFIC CONTROL TOWER. THE CONTRACTOR SHALL MAINTAIN ALL RADIOS THROUGHOUT THE DURATION OF THE PROJECT. AT THE END OF CONSTRUCTION THE RPR SHALL RETURN THE RADIO SET TO THE CONTRACTOR. MONITOR DRAUGHON-MILLER CENTRAL REGIONAL AIRPORT GROUND CONTROL ON 123.0 FROM 7 A.M. TO 10 P.M. MONITOR THE COMMON TRAFFIC ADVISORY

FREQUENCY ON 123.0 AFTER HOURS.

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

THE AOA AIRCRAFT MOVEMENT SHALL HAVE THE RIGHT-OF-WAY.

19. AIRPORT SECURITY IS OF UTMOST IMPORTANCE. THE CONTRACTOR SHALL SUPPLY HIS OWN LOCK 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.

20. FLAG MEN OR ESCORTS WILL BE REQUIRED TO DIRECT THE CONTRACTOR'S TRUCKS AND EQUIPMENT WHICH ARE OPERATING

ON ACTIVE PORTIONS OF THE AOA.

21. ALL WORK SHALL BE IN ACCORDANCE WITH AC 150/5370-2G, "OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION".

22. GENERAL SAFETY REQUIREMENTS: 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.

23. CONTRACTOR SHALL NOTIFY THE RPR AT LEAST 72 HOURS BEFORE ANY NOTAMS ARE REQUIRED. RPR WILL THEN COORDINATE WITH AIRPORT MANAGEMENT TO ENSURE NOTAMS ARE PUBLISHED APPROPRIATELY. ALL OPENINGS AND CLOSURES OF PORTIONS OF THE AOA OR RESTRICTIONS ON AIRPORT OPERATIONS SHALL BE INITIATED AND CANCELED BY THE OWNER.

24. 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.

25. 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 NOTAM'S ARE ACTIVE.

26. WEEKLY PROGRESS MEETINGS ARE MANDATORY. THE DAY OF THE WEEK FOR THESE MEETINGS MAY BE DETERMINED BY AGREEMENT BETWEEN THE AIRPORT MANAGEMENT, THE RPR AND THE CONTRACTOR. THESE MEETINGS SHALL BE CONDUCTED

BY THE RPR.

27. EACH WEEK THE CONTRACTOR SHALL SUBMIT HIS CONSTRUCTION WORK SCHEDULE TO THE ENGINEER, PROJECTING HIS UPCOMING WORK FOR THE NEXT THREE WEEKS. THE ENGINEER, AIRPORT MANAGEMENT, AIR TRAFFIC CONTROL TOWER REPRESENTATIVE AND RESIDENT PROJECT REPRESENTATIVE SHALL REVIEW THIS PLAN WEEKLY WITH THE CONTRACTOR SO

THAT INVOLVED PARTIES ARE AWARE OF UPCOMING CONSTRUCTION EVENTS.

28. INTERIM PROJECT SCHEDULES SHALL BE PROVIDED ON THE FIRST OF EACH MONTH AND INCLUDE:

A. ORIGINAL BASELINE

B. UPDATE TO CURRENT CONSTRUCTION ACTIVITY.

C. ADJUSTED CRITICAL PATH, AND TAXIWAY SHUTDOWN DATES TO BE CLEARLY NOTED.

29. THE CONTRACTOR'S PROJECT SUPERINTENDENT SHALL PARTICIPATE IN A COORDINATION MEETING WITH AIRPORT MANAGER, CONTROL TOWER PERSONNEL, AND RPR PRIOR TO COMMENCEMENT OF EACH PHASE.

30. THE CONTRACTOR'S PROJECT SUPERINTENDENT SHALL PARTICIPATE IN A PAVING CONFERENCE TO BE HELD PRIOR TO PLACING

THE TEST STRIP.

31. THE CONTRACTOR'S PROJECT SUPERINTENDENT OR OTHER SUPERVISORY PERSONNEL MUST BE ON SITE DURING ALL WORK

ACTIVITIES BY EITHER THE CONTRACTOR'S PERSONNEL OR BY ANY SUB-CONTRACTOR.

32. ALL CORRESPONDENCE WITH THE AIRPORT WILL BE MADE THROUGH THE RPR. THE RPR SHALL BE THE POINT OF CONTACT FOR

THE CONTRACTOR ON ALL NOTAMS OR OTHER COMMUNICATION.

CONTRACTOR'S STAGING / STORAGE AREA, STOCKPILE AREA, AND DISPOSAL AREAS:

1. STOCKPILES, STAGING / STORAGE AREAS, AND / OR DISPOSAL AREAS SHALL BE AS SHOWN IN THE PLANS, OR AS ADJUSTED IN THE FIELD AND COORDINATED WITH THE OWNER. THESE AREAS SHALL NOT CREATE ANY PONDING OF WATER OR ALTER DRAINAGE PATTERNS OF THE AIRPORT PROPERTY. IF REQUIRED THE CONTRACTOR SHALL PLACE TEMPORARY EROSION CONTROL FENCING AROUND TOPSOIL STOCKPILES TO AVOID SILTING BEYOND THE VICINITY OF THE STOCKPILE.

2. STOCKPILES, STAGING / STORAGE AREAS, AND / OR DISPOSAL AREAS WILL NOT BE PLACED WITHIN ANY WATER OF THE UNITED STATES, INCLUDING WETLANDS, WATERBODIES, AND STREAM BEDS. THESE AREAS SHALL BE CONSTRUCTED IN A MANNER TO PROHIBIT THE RUNOFF OF POLLUTANTS AND CONTROL SILT / SEDIMENT MOVEMENT. ALL WATERWAYS SHALL BE CLEARED AS SOON AS PRACTICAL OF TEMPORARY EMBANKMENTS, TEMPORARY BRIDGES, MATTING, FALSEWORK, PILING, DEBRIS OR OTHER OBSTRUCTIONS PLACED DURING CONSTRUCTION OPERATIONS THAT ARE NOT PART OF THE FINISHED WORK.

3. ACCESS TO THE JOB SITE SHALL BE AS SHOWN IN THE PLANS, OR AS ADJUSTED IN THE FIELD AND COORDINATED WITH THE

OWNER AND THE OWNER.

4. ALL WASTE AND / OR SPOIL MATERIALS SHALL BE DISPOSED OF OFF AIRPORT PROPERTY BY THE CONTRACTOR IN A LICENSED

LANDFILL, UNLESS OTHERWISE NOTED.

UTILITIES:

1. THE CONTRACTOR SHALL ANTICIPATE ALL UNDERGROUND OBSTRUCTIONS SUCH AS, BUT NOT LIMITED TO, WATER MAINS, GAS LINES, STORM AND SANITARY SEWERS, TELEPHONE, ELECTRIC LIGHT, OR POWER DUCTS, CONCRETE, AND DEBRIS. ANY SUCH LINES OR OBSTRUCTIONS INDICATED IN THE PLANS SHOW ONLY THE APPROXIMATE LOCATIONS AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE OWNER AND ENGINEER HAVE ENDEAVORED IN THESE PLANS 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 IN THE PLANS.

2. 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 BY THE CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO COMMENCING CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL COORDINATE WITH THE RESPECTIVE UTILITY OWNER IF A UTILITY INSPECTOR MUST BE ON SITE WHEN LOCATING OR EXCAVATING NEAR UTILITIES. THIS SHALL BE

CONSIDERED SUBSIDIARY TO THE VARIOUS BID ITEMS OF THE PROJECT.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SETTING UP HIS OWN WATER SOURCES WITH THE CITY. ALL CONSTRUCTION WATER WILL BE METERED BY THE CITY-OWNED METERS AND ONLY THOSE METERS. THE CONTRACTOR WILL BE RESPONSIBLE

FOR PAYING ALL RELATED FEES TO THE CITY.

4. AT HIS OWN EXPENSE, THE CONTRACTOR SHALL 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 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.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING INSPECTIONS, AS NECESSARY, OF ANY UTILITY WORK BY THE

UTILITY OWNER THROUGHOUT THE PROJECT.

ENVIRONMENTAL NOTES:

1. IN THE EVENT THAT UNANTICIPATED ARCHEOLOGICAL DEPOSITS ARE ENCOUNTERED DURING CONSTRUCTION, WORK IN THE IMMEDIATE AREA WILL CEASE AND THE OWNER WILL CONTACT PROFESSIONAL ARCHEOLOGISTS TO INITIATE POST-REVIEW

DISCOVERY PROCEDURES UNDER THE PROVISIONS OF 36 CFR 800.13.

2. IN THE EVENT THAT UNANTICIPATED HAZARDOUS MATERIALS ARE ENCOUNTERED DURING CONSTRUCTION, WORK IN THE

IMMEDIATE AREA WILL CEASE, AND THE OWNER SHALL BE NOTIFIED.

3. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND RESTRICTIONS FOR SERVICING AND MAINTAINING EQUIPMENT AND

DISPOSAL OF USED LUBRICANTS, ETC.

4. ANY HAZARDOUS WASTE SPILLS SHALL BE IMMEDIATELY REPORTED TO THE OWNER.

5. THE FEDERAL MIGRATORY BIRD TREATY ACT (MBTA) (16 USC §703-711.), 50 CFR 10, AND FISH AND GAME CODE §3503 §3513, AND §3800, PROTECT MIGRATORY AND NON-GAME BIRDS, THEIR OCCUPIED NESTS, AND THEIR EGGS. IN THE EVENT THAT MIGRATORY BIRDS ARE ENCOUNTERED ONSITE DURING PROJECT CONSTRUCTION FROM FEBRUARY 15 TO OCTOBER 1, THE CONTRACTOR MUST TAKE REASONABLE CARE TO AVOID IMPACTS TO PROTECTED BIRDS, THEIR OCCUPIED NESTS, AND THEIR EGGS. WHEN MIGRATORY BIRD NESTS ARE DISCOVERED THAT MAY BE ADVERSELY AFFECTED BY CONSTRUCTION ACTIVITIES, OR WHEN A BIRD IS FOUND INJURED OR KILLED AS A RESULT OF CONSTRUCTION ACTIVITY, IMMEDIATELY STOP WORK WITHIN 50 FEET OF

THE NEST OR BIRD AND NOTIFY THE OWNER.

A. IF THERE IS A BURROWING OWL, ON THE NEST, AND THAT OWL DOES NOT LEAVE THE NEST WHEN APPROACHED, ASSUME THERE ARE EGGS OR CHICKS IN THE HOLE REGARDLESS OF THE TIME OF YEAR. NO WORK MAY OCCUR WITHIN 100 FEET OF AN ACTIVE NEST. THE ACTIVE NEST(S) MUST BE PROTECTED BY ORANGE MESH SAFETY FENCING.

DEMOBILIZATION NOTES:

1. CONDITIONS OF THE PROJECT AREA AND SURROUNDING AREAS 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 SHALL BE FREE OF ANY CONTRACTOR STOCKPILE MATERIALS UPON COMPLETION OF THE JOB, UNLESS

OTHERWISE DIRECTED BY THE OWNER.

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

4. ALL CONSTRUCTION EQUIPMENT AND ANY FACILITIES TEMPORARILY PLACED ON SITE FOR THE PROJECT SHALL BE REMOVED

FROM THE SITE.

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

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

DEMOBILIZATION.

7. DEMOBILIZATION SHALL BE COMPLETED TO THE SATISFACTION OF THE OWNER AND SHALL BE COMPLETED IN A MANNER THAT WILL MINIMIZE INCONVENIENCE TO AIRPORT OPERATIONS. ANY DAMAGE TO THE AIRPORT FACILITIES DURING DEMOBILIZATION

SHALL BE REPAIRED AND PAID FOR AT THE CONTRACTOR'S EXPENSE.

8. THE CONTRACTOR SHALL VIDEO AND / OR PHOTOGRAPH THE ENTIRE WORK AREA AND SURROUNDING AREAS AFTER COMPLETION OF ALL PROJECT CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH ONE COPY OF

EACH OF THE PICTURE(S) AND / OR VIDEO(S) TAKEN.

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SUMMARY OF QUANTITIES

Base Bid: PAPI and REIL Replacement Item Spec. Estimated Actual No. No. Description Units Quantity Quantity

1.01 C-105 Mobilization LS 1

1.02 L-125-5.1 Remove Existing PAPI Units from Foundations and PAPI Control Unit and Replace with New LED L-880 PAPI-4, Style A, Class 1, Including Baffles, Furnished and Installed on Existing Foundation

LS 1

1.03 L-125-5.2 Remove Existing REILs from Foundation and Replace with New LED L-849V REIL Units on Existing Foundations

LS 1

1.04 Power Distribution Equipment and Rack Modifications LS 1

1.05 KSA-105-3.1 Barricades for Pavement Closures LS 1

Add Alternate No. 1: New Conduit and Cable From Rack to PAPI Item Spec. Estimated Actual No. No. Description Units Quantity Quantity

1.01 L-108-5.1 No. 8 AWG 600V Cable, Installed in Conduit LF 1070

1.02 L-108-5.2 No. 6 AWG, Solid Bare Copper Counterpoise Wire, Installed Above the Duct Bank or Conduit, Including Connections/Terminations

LF 265

1.03 L-110-5.1 1-2" Non-Encased Electrical Conduit LF 265

1.04 L-115-5.1 Install L-867D Junction Can EA 2

PHASE WORK LIMITS COORDINATE TABLE

POINT NO.

LATITUDE

N31° 08' 34.26"

N31° 08' 34.96"

N31° 08' 34.71"

N31° 08' 35.79"

N31° 08' 35.09"

N31° 08' 34.00"

N31° 08' 30.58"

N31° 08' 29.81"

N31° 08' 28.79"

N31° 08' 29.56"

LONGITUDE

W97° 24' 28.09"

W97° 24' 28.35"

W97° 24' 27.25"

W97° 24' 23.23"

W97° 24' 22.97"

W97° 24' 27.00"

W97° 24' 17.97"

W97° 24' 17.69"

W97° 24' 21.48"

W97° 24' 21.76"

NORTHING

10391417.44

10391488.00

10391464.78

10391583.41

10391512.85

10391394.22

10391068.76

10390991.99

10390880.31

10390957.09

EASTING

3211670.08

3211645.95

3211741.48

3212088.32

3212112.46

3211765.61

3212558.69

3212584.95

3212258.44

3212232.18

ELEV

662.0

663.0

664.0

667.6

667.4

664.0

671.0

670.0

667.0

668.0

DESCRIPTION

WORK LIMITS

WORK LIMITS

WORK LIMITS

WORK LIMITS

WORK LIMITS

WORK LIMITS

WORK LIMITS

WORK LIMITS

WORK LIMITS

WORK LIMITS

7 8

0 200' 400'200'

GRAPHIC SCALE IN FEET

PROJECT LAYOUT LEGEND

PAVEMENT CONSTRUCTION

CONTRACTOR'S STAGING AREA

CONSTRUCTION ENTRANCE

STOCKPILE AREA

PAVEMENT DEMOLITION

TAXIWAY SAFETY AREA

RUNWAY SAFETY AREA

CONTRACTOR'S HAUL ROUTE

EXISTING FENCE

NOTE:

CONTRACTOR SHALL FIELD VERIFY

LOCATIONS AND ELEVATIONS OF ALL

UTILITIES PRIOR TO ANY EXCAVATION

TAKING PLACE.

PROJECT SCOPE AND BID SCHEDULE:

BASE BID

· REPLACE RUNWAY 34 PAPI-4

· REPLACE RUNWAY 34 REILS

· REPLACE EXISTING PAPI-4 ELECTRICAL PANEL

· INSTALL NEW CABLING AND CONDUIT

(ALTERNATE) C01

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91114

8/22/2025

RUNWAY 16-34

TAXIWAY D

RUNWAY 3-21

TAXIWAY A

AIRPORT RD.

PHASE 1: REPLACE RUNWAY 34 PAPI-4, REILS, AND

ELECTRICAL PANEL

WORK DAYS FOR THIS PHASE- 21 CALENDAR DAYS

1. THIS PHASE REQUIRES RUNWAY OR TAXIWAY CLOSURES;

COORDINATE WITH AIRPORT ON TIMING OF CLOSURES.

2. PRIOR TO BEGINNING WORK IN THIS PHASE, THE AIRPORT WILL ISSUE

THE APPROPRIATE NOTAM THAT MEN, MATERIALS, AND MACHINERY

WILL BE IN SPECIFIC CONSTRUCTION AREAS FOR THE DURATION OF

THIS PHASE. NO RSA NOTAMS ARE REQUIRED WHEN OUTSIDE OF THE

RUNWAY SAFETY AREA UNLESS TRANSITIONAL SURFACE IS

ENCROACHED.

3. PERFORM UTILITY LOCATES.

4. STAKE EXISTING RSA AT 100' INTERVALS. PROTECT STAKES

THROUGHOUT DURATION OF CONSTRUCTION.

5. INSTALL ORANGE CONES AS DIRECTED BY AIRPORT FOR CLOSURES.

6. WORK ACTIVITIES WITHIN LIMITS OF WORK AREA FOR THIS PHASE

INCLUDE:

· REMOVE AND REPLACE RUNWAY 34 PAPI-4 LIGHTS (FOUNDATIONS TO

REMAIN).

· REMOVE AND REPLACE RUNWAY 34 REILS.

· REMOVE EXISTING CONTROL UNIT FOR PAPI-4 LIGHTS.

· INSTALL NEW CONDUIT FROM PAPIs TO HANDHOLE AND HANDHOLE TO

ELECTRICAL PANEL, WITH NEW CABLE FROM LIGHTS TO ELECTRICAL

PANEL (ALTERNATE).

· INSTALL HANDHOLES ON EXISTING CONUIT

· REMOVE AND REPLACE NEW PAPI/REIL ELECTRICAL PANEL

(ELECTRICAL RACK TO REMAIN).

7. AT THE COMPLETION OF THE ITEMS ABOVE, COORDINATE WITH THE

AIRPORT MANAGER TO OPEN WORK AREA AND ACCESS ROUTES.

FOLLOW STEPS BELOW:

· CLEAN ALL PAVED SURFACES TO REMOVE FOD.

· REMOVE (IF ANY) CONES.

· REMOVE ALL EQUIPMENT, MATERIALS, AND PERSONNEL FROM WORK

AREA.

8. COORDINATE WITH THE AIRPORT TO CANCEL ALL NOTAMS THE

AIRPORT ISSUED.

9. PAVEMENTS THAT ARE OPEN/CLOSED IN THIS PHASE ARE AS

FOLLOWS:

· TAXIWAY D SOUTH OF TAXIWAY F WHEN WORKING IN TAXIWAY D OFA

· RUNWAY 16-34 WHEN WORKING IN RUNWAY SAFETY AREA

HILLIARD RD.

REPLACE

PAPI-4 LIGHTS

REPLACE PAPI/REIL

ELECTRICAL PANEL

WORK LIMITS

REPLACE

RUNWAY 34 REILS

INSTALL ORANGE CONES WHEN SOUTH

END OF TAXIWAY IS CLOSED. INSTALL

CONES ACROSS TAXIWAY D AND

TAXIWAY A AS DIRECTED BY AIRPORT

FOR RUNWAY CLOSURE.

WORK LIMITS

0 40' 80'40'

GRAPHIC SCALE IN FEET

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TBPE Firm Registration No. F-1356

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91114

8/22/2025

REMOVE:

· EXISTING PAPI-4 CONTROLLER UNIT,

FOUNDATION, AND ELECTRICAL

COMPONENTS. SPLICE INTO

EXISTING CABLE (BASE BID).

REMOVE:

· EXISTING PAPI-4 LIGHT UNITS.

· EXISTING CABLE CONNECTING LIGHTS.

EXISTING FOUNDATIONS SHALL REMAIN IN PLACE AND REUSED.

INSTALL:

· NEW PAPI-4 LIGHT UNITS WITH CONTROLLER UNITS AND

NECESSARY COMPONENTS.

RUNWAY 16-34

TAXIWAY D

NOTES:

1. EXISTING FOUNDATION FOR PAPI-4 UNITS, REILS, AND

ELECTRICAL RACK SHALL REMAIN IN PLACE TO BE REUSED.

2. NEW CABLE SHALL BE RUN FROM THE LAST PAPI LIGHT TO

THE NEW ELECTRICAL PANEL (ADD. ALT. #1).

3. NEW 2" CONDUIT SHALL BE INSTALLED FROM THE LAST

PAPI LIGHT TO THE HANDHOLE (EAST SIDE) AND FROM THE

HANDHOLE (WEST SIDE) TO THE NEW ELECTRICAL PANEL

(ADD. ALT. #1).

4. THE EXISTING 2x4" CONDUIT UNDER TAXIWAY D SHALL BE

USED WHEN PULLING CABLE FROM THE PAPI LIGHTS TO

THE ELECTRICAL PANEL.

5. SEE SHEET E01 FOR ELECTRICAL DETAILS.

EXISTING REIL CIRCUIT

TO REMAIN IN PLACE

INSTALL NEW L-867D JUNCTION

CAN ON EXISTING 4" CONDUIT

FOR PAPI CIRCUIT

INSTALL:

· NEW 2" PVC CONDUIT FROM LAST PAPI LIGHT TO

TAXIWAY D EAST SIDE HANDHOLE.

· NEW 2" PVC CONDUIT FROM TAXIWAY D WEST SIDE

HANDHOLE TO NEW ELECTRICAL PANEL.

· NEW 3#8 AWG (600V) TYPE C CABLE FROM LAST PAPI

LIGHT TO NEW ELECTRICAL PANEL.

REMOVE:

· EXISTING ELECTRICAL EQUIPMENT.

EXISTING FOUNDATION AND PANEL RACK SHALL REMAIN IN

PLACE AND REUSED. MODIFY RACK AS NECESSARY TO

ACCOMMODATE LAYOUT SHOWN ON SHEET E01.

INSTALL:

· NEW ELECTRICAL EQUIPMENT FOR PAPI-4 LIGHTS AND

REILS (SEE SHEET E01).

· RECONNECT REIL CIRCUIT TO NEW ELECTRICAL PANEL.

· RECONNECT OR CONNECT NEW PAPI CIRCUIT TO

PANEL.

NEW CABLE FOR PAPI SHALL BE

PLACED IN EXISTING 2x4" CONDUIT

SEPARATE FROM THE EXISTING

REIL CABLE

INSTALL NEW L-867D JUNCTION

CAN ON EXISTING 4" CONDUIT

FOR PAPI CIRCUIT

EXISTING 2x4" CONDUIT REIL

CIRCUIT TO REMAIN

UNDISTURBED IN ONE CONDUIT

SCHEDULE OF WORK

BASE BID:

· REMOVE EXISTING PAPI-4 AND CONTROLLER UNIT.

· INSTALL NEW LED PAPI-4 L-880, STYLE A, CLASS I ON

EXISTING FOUNDATION.

· REMOVE EXISTING RUNWAY 34 REILS.

· INSTALL NEW REILS ON EXISTING FOUNDATIONS.

· REMOVE ELECTRICAL PANEL.

· INSTALL NEW ELECTRICAL PANEL.

ADDITIVE ALTERNATE #1:

· INSTALL NEW L-867D JUNCTION CAN ON EXISTING CONDUIT

UNDER TAXIWAY D.

· INSTALL NEW CONDUIT FROM PAPI TO HANDHOLE AND

FROM HANDHOLE TO PANEL.

· INSTALL NEW CABLE FROM PAPI TO PANEL.

REMOVE:

· EXISTING REIL.

EXISTING FOUNDATIONS SHALL REMAIN IN PLACE AND REUSED.

INSTALL:

· NEW REIL ON EXISTING FOUNDATION.

SPLICE INTO EXISTING CIRCUIT.

REMOVE:

· EXISTING REIL.

EXISTING FOUNDATIONS SHALL REMAIN IN PLACE AND REUSED.

INSTALL:

· NEW REIL ON EXISTING FOUNDATION.

SPLICE INTO EXISTING CIRCUIT.

0+

1+

2+

3+

4+

5+

6+

7+

8+

8+

FG

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V

0+00 0+50 1+00 1+50 2+00

1.

2+50 3+00

3.

6.

3+50 4+00

9.

1.

4+50 5+00

4.

6.

5+50 6+00

9.

2.

6+50 7+00

4.

7.

7+50 8+00

0.

2.

8+50 9+00

-0.17% -0.26% -0.12% -0.01% -0.24% -0.01% -0.03% -0.09% -0.01% 0.07% 0.00% -0.02% 0.01% -0.03% 0.04% 0.46% -0.06%

ST

A.

+1

4.

EL

EV

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33.6'

31.7'

THRESHOLD

CROSSING

HEIGHT

3° GLIDESLOPE PATH

2.83° LOWEST ON-COURSE SIGNAL (3RD BOX)

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VERTICAL SCALE IN FEET

5' 10'5'

50' 100'50'

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TBPE Firm Registration No. F-1356

SHEET NO.

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91114

8/22/2025

RUNWAY 16-34

TA

XI

W

AY

TA

XI

W

AY

PROPOSED

RUNWAY 34 PAPI-4

REPLACEMENT

EXISTING GRADE ALONG

RUNWAY CENTERLINE

PROPOSED RUNWAY 34

REIL REPLACEMENT

PROPOSED RUNWAY 34

REIL REPLACEMENT

E02

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TBPE Firm Registration No. F-1356

SHEET NO.

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91114

8/22/2025

1.5" MAX.

FRANGIBLE COUPLING

WATERTIGHT FLEXIBLE CONDUIT

(SIZE PER MANUFACTURER)

#6 AWG COPPER

GROUND LUGL-880 LIGHT HOUSING

FRANGIBLE

COUPLING

(TYP.)

EXISTING GROUND

ROD (TYP.)

EXISTING L-867

BASE CAN

NOTES:

1. PROVIDE FRANGIBLE MOUNTS FOR ALL LEGS OF LIGHT UNITS AND POWER ADAPTERS.

2. NUMBER AND CONFIGURATION OF LEGS PER MANUFACTURER.

3. INSTALL NEW L-830 TRANSFORMER IN EXISTING BASE CAN.

4. INSTALL NEW ANCHOR BOLTS AS RECOMMENDED BY THE MANUFACTURER. MINIMUM

EMBEDMENT OF 12"

LED PAPI L-880 STYLE A INSTALLATION DETAIL

N.T.S.1

EXISTING CONCRETE

PAPI LIGHT FOUNDATION

HORIZONTAL PLANE

THRU BEAM CENTERS

± 1 INCH EACH LAMP

(+ 1 FT. - 0 FT. MAX)

3.25° 3.58°

SECONDARY

SECONDARY

SECONDARY

2.75°

PRIMARY

2.42°

PAPI MOUNTING CRITERIA

N.T.S.

150' RUNWAY WIDTH

EXISTING PAPI

FOUNDATION TO

REMAIN (TYP.) EXISTING RUNWAY

PAVEMENT

EL.=666.05 EL.=666.66 EL.=667.07 EL.=667.35

CL EL.=669.36

ANCHOR BOLTS (TYP.)

DETAIL B - PRIMARY OR SECONDARY

UNIT EARTH GROUND CONNECTION

N.T.S.

3 LED PAPI L-880(L) STYLE A EXTERNAL WIRING DIAGRAM

N.T.S.4

2 6

SECTION B-B:

RECEPTACLE R1

(TYP ALL RECEPTACLE CORDSETS)

BLACK (LINE-IN)

WHITE (LINE-IN)

GREEN (EARTH-GRND)

RED (NOT USED)

BLACK (LINE-SWITCHED)

ORANGE (CAN BUS-HI)

BLUE (CAN BUS-LO)

RED (CAN BUS-GRND)

GREEN (EARTH-GRND)

WHITE (LINE-SWITCHED)

BLACK (LINE-SWITCHED)

ORANGE (CAN BUS-HI)

BLUE (CAN BUS-LO)

RED (CAN BUS-GRND)

GREEN (EARTH-GRND)

WHITE (LINE-SWITCHED)

BLACK (LINE-SWITCHED)

ORANGE (CAN BUS-HI)

BLUE (CAN BUS-LO)

RED (CAN BUS-GRND)

GREEN (EARTH-GRND)

WHITE (LINE-SWITCHED)

BLUE (NOT USED)

ORANGE (NOT USED)

SECTION A-A:

PLUG P1

(TYP ALL PLUG CORDSETS)

TABLE 2:CORDSET 1, 2 AND 3 -

PIN-OUT

PIN # WIRE-COLOR

1 WHITE

2 RED

3 GREEN

4 ORANGE

5 BLACK

6 BLUE

NOTE:

PAPI-4 CABLES SHALL

BE PLACED IN CONDUIT.

E03

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TBPE Firm Registration No. F-1356

SHEET NO.

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91114

8/22/2025

SPACE NOT USEDSPACE NOT USED SPACE NOT USEDONE 2-INCH

ELECTRICAL CONDUIT

N.T.S.

MOUND UP SLIGHTLY TO

ALLOW FOR SETTLEMENT

FINISHED GRADE

COMPACTED SELECT FILL

MARKER TAPE

SOLID COPPER #6 AWG BARE

COUNTERPOISE

1 - #8 (5KV), L-824 TYPE C CABLE

(UNLESS NOTED ON PLANS)

SAND

2" PVC CONDUIT

6"

8"-12"

12"

4"

16"

8"

24"

2"

STRIP

LENGTH

PENCIL

INSULATIONJACKET

CONDUCTOR

STEP 1

STEP 2

STEP 3

STEP 4

SE

C

O N

D C

R

IM

P

° A N

D

/4

FR

O

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H E

FI

R

ST

FI

R

ST

C

R

IM

P 1/

4"

FR

O M

T H

E

EN

D

CABLE

CONTACT

NOTES:

1. QUALIFIED PERSONNEL SHALL TERMINATE/SPLICE PRIMARY CABLE IN FULL ACCORDANCE

WITH APPROVED KIT INSTRUCTIONS.

2. THE USE OF TAPE OR HEAT SHRINK TUBING IS PROHIBITED.

3. INSTALLER SHALL SIGN AND DATE EACH SPLICE/TERMINATION.

FAA L823 CLASS B TYPE 1 STYLE

3 AND STYLE 10 CONNECTIONS

N.T.S.

L-867D HANDHOLE DETAIL

N.T.S.

NOTES:

1. SLOPE TO DRAIN AWAY FROM COVER.

2. SPARE CONDUIT EXTENDED TO OTHER HANDHOLE.

3. EXTEND SPARE CONDUIT 12" FROM CONCRETE AND CAP CONDUIT.

4. PROVIDE ADDITIONAL CONDUIT(S) AS REQUIRED ON PLANS.

16"6" 6"

27.5"

2.5"

25"

GROUND LINE

GROUND LUG

EXOTHERMIC WELD

#6 AWG WIRE

2" PVC CONDUIT

CENTER OF

CONDUIT

GROUND ROD

L-867, CLASS I, SIZE D

3/4" DIA. WEEP HOLE

6" MIN. GRAVEL BACKFILL

NOTE 1

CONCRETE BACKFILL

2" PVC CONDUIT

(NOTE 4)

3/4" SOLID STEEL COVER

3REIL INSTALLATION DETAIL

N.T.S.

PRIMARY SECONDARY SIDE VIEW

NOTES:

1. USE 2 INCH RGS FEMALE COUPLING IF BASE FLANGE NOT USED.

2. THE OVERALL HEIGHT OF THE OPTICAL ASSEMBLY SHALL NOT EXCEED 34 INCHES.

3. EXTEND EXISTING CONDUIT AND CABLE AS NECESSARY TO CONNECT PROPOSED REILS.

NOTE 2

NOTE 1

(TYP.) NOTE 3