60-MONTH TERM FOR DALLAS

AIRSIDE PAVEMENT REPAIR STANDARDS

AIRPORT SYSTEM

DALLAS, TEXAS

FOR LANDSIDE PAVEMENT REPAIR DETAILS REFERENCE

DEPARTMENT OF PUBLIC WORKS STANDARD CONSTRUCTION DETAILS

CITY OF DALLAS, TEXAS

FILE 251D-1

EXHIBIT B

Sheet List Table

FILE # SHEETS DESCRIPTION

1 G-100 COVER SHEET

2 G-201 CONSTRUCTION SAFETY AND PHASING NOTES I

3 G-202 CONSTRUCTION SAFETY AND PHASING NOTES II

4 G-203 CONSTRUCTION SAFETY AND PHASING DETAILS

5 C-101 AIRCRAFT PAVEMENT - CONCRETE REPAIR

METHOD (FULL SLAB)

6 C-102 AIRCRAFT PAVEMENT - CONCRETE REPAIR

METHOD (PARTIAL SLAB)

7 C-103 AIRCRAFT PAVEMENT - CONCRETE CRACK

REPAIR AND JOINT DETAILS

1 C-104 AIRCRAFT PAVEMENT - CONCRETE CRACK

REPAIR AND JOINT DETAILS

8 C-105 AIRCRAFT PAVEMENT - EXPANSION JOINT

REPAIR METHOD

9 A-201 AIRCRAFT PAVEMENT - ASPHALT REPAIR

METHODS

10 EC-301 EROSION AREA REPAIR

11 E-401 ELECTRICAL DETAILS I

12 E-402 ELECTRICAL DETAILS II

13 E-403 ELECTRICAL DETAILS III

14 E-404 ELECTRICAL DETAILS IV

15 E-405 ELECTRICAL DETAILS V

16 E-406 ELECTRICAL DETAILS VI

17 E-407 ELECTRICAL DETAILS VII

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DESIGNED BY DATE

AVIATION PROJECT MANAGER DATE

AVIATION PROGRAM MANAGER DATE

DATEAVIATION ASSISTANT DIRECTOR

14160 N. Dallas Pkwy, Suite 190 Dallas, Texas 75240 214-451-2950

FIRM REGISTRATION No: F-5713

MITCHELL R. McANALLY, P.E. P.M.P JULY 3, 2024

NO. FILE SHEET NO. DATE

PLAN REVISION SUMMARY

7555 Lemmon Avenue Dallas, Texas 75209 214-670-6073

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14160 N. DALLAS PARKWAY

SUITE 850

DALLAS, TX 75240

(214) 451-2950

GARVER REGISTRATION NO F-5713

CONSTRUCTION SAFETY AND PHASING PLAN (CSPP) - PAGE 1 OF 2

1. COORDINATION

A. CONTRACTOR PROGRESS MEETINGS - THE OWNER, ENGINEER AND CONTRACTOR WILL HOLD PROGRESS MEETINGS ON A COORDINATED SCHEDULE DURING CONSTRUCTION. OPERATIONAL SAFETY WILL BE A STANDING AGENDA ITEM IN SUCH MEETINGS.

B. SCOPE OR SCHEDULE CHANGES - THE OWNER AND/OR ENGINEER WILL CALL SUCH COORDINATION CONFERENCES AS MAY SEEM EXPEDIENT TO HIM FOR THE PURPOSE OF ASSURING COORDINATION OF THE WORK COVERED BY THIS CONTRACT AND/OR SCOPE OR SCHEDULE CHANGES. THE CONTRACTOR

SHALL ATTEND ALL SUCH CONFERENCES.

2. PHASING

DURING PERFORMANCE OF THIS PROJECT, THE AIRPORT RUNWAYS, TAXIWAYS, AND AIRCRAFT PARKING APRONS SHALL REMAIN IN USE BY AIRCRAFT TO THE MAXIMUM EXTENT POSSIBLE. THE PROJECT SHALL BE PHASED TO REDUCE OPERATIONAL IMPACTS AT THE AIRPORT.

A. PHASE ELEMENTS - IF NECESSARY FOR A GIVEN PHASE, EACH PHASE OF THE CONSTRUCTION SAFETY DRAWINGS SHALL DETAIL THE AREAS CLOSED TO AIRCRAFT OPERATIONS, ESTIMATED DURATION OF CLOSURES, TAXI ROUTES, ARFF ACCESS ROUTES, CONSTRUCTION STAGING AREAS, CONSTRUCTION ACCESS AND HAUL ROUTES, NAVAID IMPACTS, LIGHTING AND MARKING CHANGES, AVAILABLE RUNWAY LENGTH, DECLARED DISTANCES, HAZARD

MARKING AND LIGHTING, AND REQUIRED LEAD TIME FOR NOTAMS.

3. PROTECTION OF NAVIGATION AIDS (NAVAIDS)

THE CONTRACTOR MUST NOT CONDUCT ANY CONSTRUCTION ACTIVITY WITHIN NAVIGATIONAL AID RESTRICTED AREAS WITHOUT PRIOR APPROVAL FROM THE LOCAL FAA AIRWAY FACILITIES SECTOR REPRESENTATIVE. NAVIGATIONAL AIDS INCLUDE INSTRUMENT LANDING SYSTEM COMPONENTS, VERY HIGH-FREQUENCY OMNI-DIRECTIONAL RANGE STATIONS, AND AIRPORT SURVEILLANCE RADAR. SUCH RESTRICTED AREAS ARE DEPICTED ON CONSTRUCTION

PLANS.

4. CONTRACTOR ACCESS

A. LOCATION OF STOCKPILED MATERIALS - THE CONTRACTOR SHALL INSTALL A TEMPORARY FENCE AROUND HIS CONSTRUCTION STAGING AREA TO SEPARATE HIS BATCH PLANT, MATERIAL STOCKPILE, EQUIPMENT STORAGE, AND PARKING AREAS FROM THE PUBLIC. NO PERSONAL VEHICLES OF CONTRACTOR'S EMPLOYEES WILL BE ALLOWED INSIDE THE SECURED AREA OF THE AIRPORT. ALL MATERIAL DELIVERIES SHALL BE RECEIVED IN THE STAGING AREA RESERVED BY THE CONTRACTOR. NO DELIVERY TRUCKS WILL BE ALLOWED ACCESS TO A SECURED AREA OF THE AIRPORT BEYOND THIS STAGING AREA. STOCKPILED MATERIALS AND EQUIPMENT ARE NOT PERMITTED WITHIN THE ACTIVE RUNWAY SAFETY AREA AND OBSTACLE FREE ZONE.

THE CONTRACTOR SHALL RECEIVE APPROVAL FROM THE ENGINEER AND FAA AIR SPACING OFFICE PRIOR TO LOCATING STOCKPILES OR EQUIPMENT WITHIN THE OBJECT FREE AREA, SAFETY AREA, OR OBSTACLE FREE ZONE. NO STOCKPILE SHALL BE GREATER THAN 15-FT IN HEIGHT.

B. VEHICLE AND PEDESTRIAN OPERATIONS - SEE THE CONSTRUCTION SAFETY DRAWINGS FOR CONSTRUCTION SITE PARKING, EQUIPMENT STORAGE AREAS, AND ACCESS AND HAUL ROUTES. VEHICULAR TRAFFIC SHALL ALWAYS YIELD TO AIRCRAFT TRAFFIC.

WHEN ANY VEHICLE, OTHER THAN ONE THAT HAS PRIOR APPROVAL FROM THE AIRPORT OPERATOR, MUST TRAVEL OVER ANY PORTION OF AN AIRCRAFT MOVEMENT AREA, IT WILL BE ESCORTED AND PROPERLY IDENTIFIED. TO OPERATE IN THOSE AREAS DURING DAYLIGHT HOURS, THE VEHICLE MUST HAVE A FLAG OR BEACON ATTACHED TO IT. ANY VEHICLE OPERATING ON THE MOVEMENT AREAS DURING HOURS OF DARKNESS OR REDUCED VISIBILITY MUST BE EQUIPPED WITH A FLASHING DOME-TYPE LIGHT, THE COLOR OF WHICH IS IN ACCORDANCE WITH LOCAL OR STATE CODES.

ALL CONSTRUCTION VEHICLES SHALL BE CLEARLY IDENTIFIED FOR CONTROL PURPOSES BY PROMINENTLY DISPLAYING THE COMPANY NAME ON EACH SIDE OF THE VEHICLE. THE IDENTIFICATION SYMBOLS SHOULD BE A MINIMUM 8-INCH BLOCK-TYPE CHARACTERS OF A CONTRASTING COLOR AND EASY TO READ. THEY MAY BE APPLIED EITHER BY USING TAPE OR A WATER-SOLUABLE PAINT TO FACILITATE REMOVAL. MAGNETIC SIGNS ARE ALSO ACCEPTABLE. IN ADDITION, VEHICLES MUST DISPLAY IDENTIFICATION MEDIA, AS SPECIFIED IN THE APPROVED SECURITY PLAN.

AT 14 CFR PART 139 CERTIFIED AND TOWERED AIRPORTS, ALL VEHICLE OPERATORS HAVING ACCESS TO THE MOVEMENT AREA MUST HAVE COMPLETED DALLAS LOVE FIELD'S MOVEMENT AREA TRAINING AND SHALL BE FAMILIAR WITH AIRPORT PROCEDURES FOR THE OPERATION OF GROUND VEHICLES AND

THE CONSEQUENCES OF NONCOMPLIANCE OR BE ESCORTED BY SOMEONE WHO IS.

PERSONNEL ENTERING THE AIRPORT OPERATIONS AREA (AOA) OR SECURED AREA MUST BE IN POSSESSION OF AND DISPLAY A VALID AIRPORT IDENTIFICATION BADGE AT ALL TIMES OR MUST BE ESCORTED BY A PERSON WITH A VALID AIRPORT IDENTIFICATION BADGE. ANY PERSON WHO IS ESCORTING INDIVIDUALS MUST BE IN DIRECT CONTROL OF THE ESCORTED INDIVIDUALS AT ALL TIMES. ANY PERSON WHO HAS BEEN ISSUED A BADGE, BUT IS NOT IN POSSESSION OF THE BADGE, MAY NOT ENTER THE SECURED AREA OF THE AIRPORT. AIRPORT IDENTIFICATION BADGES MAY BE OBTAINED AT THE DALLAS LOVE FIELD BADGING OFFICE DURING REGULAR SCHEDULED TIMES FOR ISSUANCE OF BADGES. ALL INDIVIDUALS WHO OBTAIN AN AOA OR SECURED AREA BADGE MUST BE FINGERPRINTED. PLEASE REFER TO THE DALLAS LOVE FIELD WEBSITE FOR CURRENT BADGING CHARGES AT WWW.DALLAS-LOVEFIELD.COM. ANY FINE, INCLUDING ANY AND ALL ASSOCIATED COSTS, ASSESSED THE AIRPORT FOR FAILURE TO MAINTAIN SECURITY OF THE AIRPORT WHICH ARE A RESULT OF THE NEGLIGENCE OF THE PRIME CONTRACTOR, ANY OF HIS SUBCONTRACTORS, OR ANY SUPPLY/DELIVERY PERSONNEL, WILL BE ASSESSED TO THE PRIME CONTRACTOR AND SHALL BE DEDUCTED FROM ANY MONIES DUE THE PRIME CONTRACTOR.

VEHICULAR TRAFFIC LOCATED IN OR CROSSING AN ACTIVE MOVEMENT AREA MUST HAVE A WORKING TWO-WAY RADIO IN CONTACT WITH THE CONTROL TOWER OR BE ESCORTED BY A PERSON IN RADIO CONTACT WITH THE TOWER. THE DRIVER, THROUGH PERSONAL OBSERVATION, SHOULD CONFIRM THAT NO AIRCRAFT IS APPROACHING THE VEHICLE POSITION. ONLY INDIVIDUALS WHO HAVE SUCCESSFULLY COMPLETED DALLAS LOVE FIELD'S MOVEMENT AREA TRAINING MAY ACCESS ANY PORTION OF THE MOVEMENT AREA OR MAY BE ALLOWED TO ESCORT INDIVIDUALS ONTO THE MOVEMENT AREA.

CONSTRUCTION PERSONNEL MAY OPERATE IN A MOVEMENT AREA WITHOUT TWO-WAY RADIO COMMUNICATION PROVIDED A NOTAM IS ISSUED CLOSING THE AREA AND THE AREA IS PROPERLY MARKED TO PREVENT INCURSIONS. TWO-WAY RADIO COMMUNICATIONS ARE REQUIRED BETWEEN CONTRACTORS

AND THE AIRPORT TRAFFIC CONTROL TOWER (LOVE GROUND FREQUENCY 121.75).

C. CONTROL OF GATES - THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE SECURITY OF THE ACCESS GATES BY KEEPING THE ACCESS GATE LOCKED OR GUARDED AT ALL TIMES. FAILURE BY THE CONTRACTOR TO KEEP THE ACCESS GATE LOCKED OR GUARDED AT ALL TIMES, SHALL RESULT IN THE SUSPENSION OR REVOCATION OF AIRPORT DRIVING PRIVILEGES. ADDITIONALLY, THE DEPARTMENT OF AVIATION MAY SUSPEND OR REVOKE AN INDIVIDUAL'S DAL ID MEDIA AND CIVIL PENALTIES MAY BE ISSUED BY THE TRANSPORTATION SECURITY ADMINISTRATION (TSA).

A MINIMUM OF TWO (2) GATE GUARDS SHALL BE AT ALL ACTIVE GATES USED BY THE CONTRACTOR DURING CONSTRUCTION OPERATIONS. ONE (1) GATE GUARD SHALL MANUALLY OPENING AND CLOSING THE GATE AND THE GATE GUARD SHALL REMAIN ON THE AOA SIDE OF THE GATE. ONE (1) GATE GUARD SHALL CHECK BADGES AND DIRECT VEHICLES AND THE GATE GUARD SHALL REMAIN ON THE LANDSIDE OF THE GATE. GATE GUARDS WILL BE SUBSIDIARY TO ITEM SS-120 CONSTRUCTION SAFETY AND SECURITY. ALL GATE GUARDS MUST HAVE AN AIRPORT ISSUED IDENTIFICATION BADGE. CONTRACTOR MUST SUBMIT A SECURITY PLAN IN ADVANCE OF ANY WORK ON THE AOA. THE SECURITY PLAN SHALL INCLUDE THE FOLLOWING PROCEDURES.

· THE CONTRACTOR SHALL NOTIFY THE AIRPORT OPERATIONS CENTER (AOC) AT (214) 670-LOVE (5683) THE SHIFT START TIME PRIOR TO BEGINNING GATE OPERATIONS. THE CONTRACTOR AND CONTRACTOR'S GATE GUARDS SHALL MEET DAL OPERATIONS (OPS) PERSONNEL AT THE GATE FOR IT TO BE UNLOCKED. THE CONTRACTOR SHALL BE IN POSSESSION OF A DAL VEHICLE AND BADGE STOP LISTS.

· THE LANDSIDE GATE GUARD SHALL CHECK THE FOLLOWING CREDENTIALS FOR EACH VEHICLE.

i. VERIFY THE DRIVER'S SECURITY IDENTIFICATION DISPLAY AREA (SIDA) BADGE AND CONFIRM THE INDIVIDUAL RESEMBLES THE PHOTO ON THE BADGE, THE BADGE IS ACTIVE AND HAS NOT EXPIRED, AND THE BADGE IS NOT ON THE BADGE STOP LIST.

ii. NOTIFY ANY NON-BADGED PASSENGERS IN THE VEHICLE THEY SHALL REMAIN WITH THE BADGED INDIVIDUAL AT ALL TIMES WHILE WITHIN THE AOA.

iii. VERIFY THE VEHICLE ACCESS STICKER IS CURRENT, LEGIBLE, AND ON THE CORRECT LOCATION OF THE WINDSHIELD AND THE VEHICLE IS NOT ON

THE VEHICLE STOP LIST.

iv. ANY DRIVER OR VEHICLE ON THE BADGE OR VEHICLE STOP LIST SHALL NOT BE ALLOWED TO ENTER THE GATE INTO THE AOA. THE GATE GAURD

SHALL CONTACT THE AOC AND REQUEST TO SPEAK WITH AIRPORT SECURITY.

v. THE VEHICLE HAS A FLAG OR BEACON AND COMPANY NAME DISPLAYED.

· THE LANDSIDE GATE GUARD SHALL STAND IN FRONT OF THE FIRST VEHICLE AND THEN SIGNAL THE AOA SIDE GATE GUARD TO OPEN THE GATE.

· THE LANDSIDE GATE GUARD SHALL DIRECT ALL VEHICLES THROUGH THE GATE AND THE AOA SIDE GATE GUARD SHALL CLOSE THE GATE ONCE ALL

VEHICLES HAVE PASSED THROUGH THE GATE.

· THE CONTRACTOR SHALL NOTIFY THE AOC PRIOR TO THE END OF THE SHIFT. BOTH GATE GUARDS SHALL REMAIN AT THE GATE UNTIL DAL OPS

PERSONNEL LOCKS THE GATE AND NOTIFIES THE GATE GUARDS THEY CAN LEAVE.

5. WILDLIFE MANAGEMENT

IF APPLICABLE, THE CONTRACTOR SHALL REVIEW AND ADHERE TO THE CONTENTS OF THE AIRPORT OPERATOR'S WILDLIFE HAZARD MANAGEMENT PLAN. THE CONTRACTOR SHALL ALSO REVIEW AC 150/5200-33, HAZARDOUS WILDLIFE ATTRACTANTS ON OR NEAR AIRPORTS, AND CERTALERT 98-05, GRASSES ATTRACTIVE TO HAZARDOUS WILDLIFE (www.faa.gov). THE CONTRACTOR SHALL CAREFULLY CONTROL AND CONTINUOUSLY REMOVE WASTE OR LOOSE MATERIALS THAT MIGHT ATTRACT WILDLIFE. CONTRACTOR PERSONNEL MUST BE AWARE OF AND AVOID CONSTRUCTION ACTIVITIES THAT CAN CREATE

WILDLIFE HAZARDS ON AIRPORTS. THE CONTRACTOR SHALL MITIGATE THE FOLLOWING ITEMS.

A. TRASH - THE CONTRACTOR SHALL PERFORM TRASH CLEAN-UP ON A DAILY BASIS.

B. STANDING WATER - THE CONTRACTOR SHALL PROVIDE TEMPORARY DRAINAGE DURING CONSTRUCTION TO AVOID STANDING WATER.

C. TALL GRASS AND SEEDS - THE CONTRACTOR SHALL ADHERE TO THE REQUIREMENTS OF SECTIONS "T-901 SEEDING" AND "T-904 SODDING" OF THE

CONTRACT DOCUMENTS AND SPECIFICATIONS.

D. POORLY MAINTAINED FENCING AND GATES - THE CONTRACTOR SHALL IMMEDIATELY REPORT ANY DAMAGE TO GATES OR FENCES. THE CONTRACTOR WILL BE RESPONSIBLE FOR REPAIRS TO ANY GATES OR FENCES CAUSED BY NEGLIGENCE BY THE CONTRACTOR.

E. DISRUPTION OF EXISTING WILDLIFE HABITAT - THE CONTRACTOR SHALL NOTIFY THE AIRPORT IMMEDIATELY OF ANY WILDLIFE SIGHTINGS.

6. FOREIGN OBJECT DEBRIS (FOD) MANAGEMENT

THE CONTRACTOR SHALL ENSURE THAT THE PAVEMENT SURFACES ARE KEPT CLEAN FROM DIRT, MUD, AND OTHER DEBRIS FROM THE CONTRACTOR'S EQUIPMENT. FREQUENT CLEAN UP IN THE VICINITY OF CONTRACTOR'S WORK AREAS IS REQUIRED. SEE AC 150/5210-24, FOREIGN OBJECT DEBRIS (FOD) MANAGEMENT (www.faa.gov) FOR FURTHER INSTRUCTION.

7. HAZARDOUS MATERIALS (HAZMAT) MANAGEMENT

IF ANY CONSTRUCTION VEHICLE OR EQUIPMENT IS OPERATED WITHIN AIRPORT PROPERTY, THE CONTRACTOR MUST BE ADEQUATELY PREPARED TO EXPEDITIOUSLY CONTAIN AND CLEAN-UP SPILLS RESULTING FROM FUEL OR HYDRAULIC FLUID LEAKS. SPECIAL CARE MUST ALSO BE TAKEN WHEN HANDLING OR TRANSPORTING HAZARDOUS MATERIALS ON AIRPORT PROPERTY. SEE AC 150/5320-15, MANAGEMENT OF AIRPORT INDUSTRIAL WASTE (www.faa.gov), FOR

FURTHER INSTRUCTION.

8. NOTIFICATION OF CONSTRUCTION ACTIVITIES

A. LIST OF RESPONSIBLE REPRESENTATIVES - A POINT OF CONTACT LIST WILL BE COMPLETED AS PART OF THE SAFETY PLAN COMPLIANCE DOCUMENT

(SPCD) AND WILL BE DELIVERED TO ALL PARTIES PRIOR TO CONSTRUCTION.

B. NOTICES TO AIR MISSIONS (NOTAM) - A MINIMUM OF 48 HOURS BEFORE BEGINNING ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR MUST, THROUGH THE AIRPORT OPERATOR, GIVE NOTICE USING THE NOTAM SYSTEM OF PROPOSED LOCATION, TIME, AND DATE OF COMMENCEMENT OF CONSTRUCTION.

UPON COMPLETION OF WORK AND RETURN OF ALL SUCH AREAS TO STANDARD CONDITIONS, THE CONTRACTOR MUST, THROUGH THE AIRPORT

OPERATOR, VERIFY THE CANCELLATION OF ALL NOTICES ISSUED VIA THE NOTAM SYSTEM.

C. EMERGENCY NOTIFICATION PROCEDURES - IN THE EVENT OF AN EMERGENCY, THE CONTRACTOR SHALL CALL 911, THEN NOTIFY THE ENGINEER, CITY OF

DALLAS (214) 670-LOVE (5683), AND THE AIRPORT DIRECTOR.

D. COORDINATION WITH ARFF PERSONNEL

THE CONTRACTOR SHALL NOTIFY AIRPORT OPERATIONS AND ARFF PRIOR TO COMMENCING ANY WORK AT THE START OF EACH PHASE TO ALLOW ARFF PERSONNEL TO FAMILIARIZE CREWS OF THE EMERGENCY ACCESS ROUTE AND TEST RESPONSE TIMES TO THE DESIGNATED RESPONSE LOCATION

ON THE AIRFIELD. ADJUSTMENTS MAY BE REQUIRED BY THE CONTRACTOR BASED ON TEST RESULTS. ANY DEACTIVATION OF WATER LINES OR HYDRANTS, REROUTING OF ACCESS ROUTES, OR USE OF HAZARDOUS MATERIALS ON THE AIRFIELD SHALL BE COORDINATED AND APPROVED BY THE

AIRPORT'S ARFF PERSONNEL PRIOR TO EXECUTION OF SUCH ACTIVITIES.

E. NOTIFICATION TO THE FAA - THE CONTRACTOR SHALL ENSURE, THROUGH THE ENGINEER, THAT ALL CONSTRUCTION EQUIPMENT OVER 25 FT IN HEIGHT IS AIR SPACED THROUGH THE APPROPRIATE FAA REGIONAL

OR DISTRICT OFFICE PRIOR TO USING SUCH EQUIPMENT ON SITE.

F. SHUTDOWN OF ANY NAVAID (AIRPORT OR FAA OWNED) SHALL BE COORDINATED WITH THE FAA ATO 45 DAYS PRIOR TO THE PROPOSED SHUTDOWN.THE CONTRACTOR SHALL PROVIDE AN ADDITIONAL SEVEN DAYS ADVANCE NOTICE TO THE AIRPORT TO COORDINATE WITH THE FAA ATO TECH OPS OFFICE RESPONSIBLE FOR THE FAA FACILITIES. SHUTDOWN OF AN AIRPORT OWNED AND FAA MAINTAINED NAVAID OF 24 HOURS OR GREATER, OR MORE THAN 4 HOURS DAILY ON CONSECUTIVE DAYS, SHALL BE COORDINATED WITH THE FAA ATO A MINIMUM

OF 45 DAYS PRIOR TO THE SHUTDOWN.

9. INSPECTION REQUIREMENTS

A. DAILY INSPECTIONS - THE CONTRACTOR SHALL PERFORM DAILY SAFETY INSPECTIONS TO VERIFY ALL CONSTRUCTION OPERATIONS ARE IN CONFORMANCE WITH THE CONSTRUCTION SAFETY AND PHASING PLAN (CSPP) AND SAFETY PLAN COMPLIANCE DOCUMENT (SPCD) WHICH IS PREPARED BY THE CONTRACTOR.

B. INTERIM INSPECTIONS - PRIOR TO OPENING ANY PORTION OF THE AIRPORT TO TRAFFIC, THE CONTRACTOR, ENGINEER, AND AIRPORT OPERATOR SHALL PERFORM A SAFETY INSPECTION OF THE AREA TO BE OPENED TO

TRAFFIC TO VERIFY CONFORMANCE WITH THE CSPP AND FAA STANDARDS.

C. FINAL INSPECTIONS - PRIOR TO OPENING ANY PORTION OF THE AIRPORT TO TRAFFIC, THE CONTRACTOR, ENGINEER, AND AIRPORT OPERATOR SHALL PERFORM A SAFETY INSPECTION OF THE AREA TO BE OPENED TO

TRAFFIC TO VERIFY CONFORMANCE WITH THE CSPP AND FAA STANDARDS.

Digitally Signed 7/3/2024

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14160 N. DALLAS PARKWAY

SUITE 850

DALLAS, TX 75240

(214) 451-2950

GARVER REGISTRATION NO F-5713

CONSTRUCTION SAFETY AND PHASING PLAN (CSPP) - PAGE 2 OF 2

10. UNDERGROUND UTILITIES

UNDERGROUND UTILITIES EXIST WITHIN AND ADJACENT TO THE LIMITS OF CONSTRUCTION. AN ATTEMPT HAS BEEN MADE TO LOCATE THESE UTILITIES ON THE PLANS. HOWEVER, ALL EXISTING UTILITIES MAY NOT BE SHOWN AND THE ACTUAL LOCATIONS OF THE UTILITIES MAY VARY FROM THE LOCATIONS SHOWN.

PRIOR TO BEGINNING ANY TYPE OF EXCAVATION, THE CONTRACTOR SHALL CONTACT THE UTILITIES INVOLVED AND MAKE ARRANGEMENTS FOR THE LOCATION OF THE UTILITIES ON THE GROUND. THE CONTRACTOR SHALL MAINTAIN THE UTILITY LOCATION MARKINGS UNTIL THEY ARE NO LONGER NECESSARY.

TEXAS STATE LAW, THE UNDERGROUND FACILITIES DAMAGE PREVENTION ACT, REQUIRES TWO WORKING DAYS ADVANCE NOTIFICATION THROUGH THE ONE-CALL SYSTEM CENTER BEFORE EXCAVATING USING MECHANIZED EQUIPMENT OR EXPLOSIVES (EXCEPT IN THE CASE OF AN EMERGENCY). THE ONE-CALL SYSTEM PHONE NUMBER IS 1-800-344-8377. THE CONTRACTOR IS ADVISED THAT THERE IS A SEVERE PENALTY FOR NOT MAKING THIS CALL. NOT ALL UTILITY COMPANIES ARE MEMBERS OF THE TEXAS ONE-CALL SYSTEM; THEREFORE, THE CONTRACTOR IS ADVISED TO CONTACT ALL NON-MEMBER UTILITIES AS WELL

AS THE ONE-CALL SYSTEM.

11. PENALTIES

FAILURE OF THE CONTRACTOR (INCLUDING EMPLOYEES) OR ANY OF THE PRIME CONTRACTOR'S SUBCONTRACTORS (INCLUDING EMPLOYEES) TO COMPLY WITH ATCT INSTRUCTIONS, THE DALLAS LOVE FIELD AIRPORT RULES AND REGULATIONS, OR ANY OF THE OTHER REQUIREMENTS OF THE AIRPORT WHILE OPERATING ON AIRPORT PROPERTY, SHALL BE SUBJECT TO DEPARTMENT OF AVIATION ENFORCEMENT GUIDELINES LISTED IN THE CONTRACT DOCUMENTS.

12. SPECIAL CONDITIONS

THE PRIME CONTRACTOR MUST STAY ON-SITE AT ALL TIMES WHEN A SUB-CONTRACTOR IS PERFORMING WORK.

13. RUNWAY AND TAXIWAY VISUAL AIDS

A. GENERAL - ALL AIRPORT MARKINGS, LIGHTING, SIGNS, AND VISUAL NAVAIDS THAT ARE IN OPERATION MUST BE CLEAR FROM ALL OBSTRUCTIONS. ALL TEMPORARY MARKINGS, SIGNS, LIGHTS, OR OTHER VISUAL AIDS MUST BE SECURED IN PLACE TO PREVENT DAMAGE OR DISPLACEMENT BY PROP WASH, JET BLAST, WING VORTICES, OR OTHER WIND CURRENTS.

B. MARKINGS - ALL TEMPORARY OR PERMANENT RUNWAY AND TAXIWAY VISUAL AIDS SHALL CONFORM TO THE REQUIREMENTS OF THE MOST RECENT EDITION OF FAA AC 150/5340-1 (www.faa.gov). MARKINGS FOR THIS PROJECT INCLUDE THE FOLLOWING:

· TEMPORARILY CLOSED RUNWAYS - THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING, INSTALLING, AND MAINTAINING RUNWAY CLOSURE MARKERS. SEE DETAILS ON CONSTRUCTION SAFETY DRAWINGS FOR CLOSED RUNWAY MARKER DETAIL AND PLACEMENT.

· TEMPORARILY CLOSED TAXIWAYS - THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING, INSTALLING, AND MAINTAINING TAXIWAY CLOSURE MARKERS AT THE ENTRANCE TO THE CLOSED TAXIWAY FROM THE ADJACENT RUNWAY. THE TAXIWAY CLOSURE MARKERS SHALL BE INSTALLED INSIDE THE RUNWAY SAFETY AREA. THE CONTRACTOR SHALL ALSO FURNISH AND INSTALL LOW PROFILE BARRICADES AT THE ENTRANCE TO THE CLOSED TAXIWAY FROM AN ADJACENT TAXIWAY. BARRICADES SHALL BE INSTALLED OUTSIDE ALL ACTIVE TAXIWAY SAFETY AREAS. SEE DETAILS ON CONSTRUCTION SAFETY DRAWINGS FOR CLOSED TAXIWAY MARKER AND LOW-PROFILE AIRCRAFT BARRICADE DETAILS.

C. LIGHTING AND VISUAL NAVAIDS - ALL TEMPORARY LIGHTING FOR RUNWAY AND TAXIWAY SYSTEMS SHALL CONFORM TO THE REQUIREMENTS OF THE MOST RECENT EDITION OF FAA AC 150/5340-30 AND 150/5345-50 (www.faa.gov). THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCONNECTING ISOLATION TRANSFORMERS ASSOCIATED WITH ANY RUNWAY OR TAXIWAY LIGHT FIXTURES THAT ARE BEING DISCONNECTED.

IF APPLICABLE, ALL CONSTRUCTION, ALTERATION, OR REMOVAL OF FAA OWNED EQUIPMENT SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH IN THE APPROVED FAA REIMBURSABLE AGREEMENT. NO WORK SHALL BE COMPLETED ON FAA OWNED EQUIPMENT PRIOR TO COMPLETION OF THE

FAA REIMBURSABLE AGREEMENT.

D. SIGNS - THE CONTRACTOR SHALL INSTALL ALL SIGNS IN ACCORDANCE WITH THE MOST RECENT EDITION OF FAA AC 150/5345-44 AND 150/5340-18. ANY SIGN THAT IS NOT PERFORMING ITS NORMAL FUNCTION MUST BE COVERED OR REMOVED TO PREVENT MISLEADING PILOTS. SIGN COVERING SHALL PREVENT THE SIGN LEGEND FROM BEING SEEN BY PILOTS AND WILL BE SUBJECT TO APPROVAL BY THE ENGINEER.

14. MARKING AND SIGNS FOR ACCESS ROUTES

THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING AND INSTALLING ALL NECESSARY MARKINGS AND SIGNAGE FOR ALL ACCESS ROUTES TO AND FROM THE SITE TO BE USED BY CONTRACTOR PERSONNEL, SUBCONTRACTOR PERSONNEL, OR DELIVERY OPERATIONS. ALL SIGNAGE IN THE AIR OPERATIONS

AREA SHALL BE FRANGIBLY MOUNTED.

15. HAZARD MARKING AND LIGHTING

A. PURPOSE - HAZARD MARKING AND LIGHTING PREVENTS PILOTS FROM ENTERING AREAS CLOSED TO AIRCRAFT AND PREVENTS CONTRACTOR PERSONNEL

FROM ENTERING AREAS OPEN TO AIRCRAFT.

B. EQUIPMENT - THE CONTRACTOR SHALL FURNISH, INSTALL, AND MAINTAIN LOW-PROFILE BARRICADES IN HAZARDOUS AREAS INSIDE MOVEMENT AREAS.

BARRICADES SHALL RESTRICT ACCESS AND MAKE HAZARDS OBVIOUS TO AIRCRAFT, PERSONNEL, AND VEHICLES. DURING PERIODS OF LOW VISIBILITY AND AT NIGHT, BARRICADES SHALL BE EQUIPPED WITH RED FLASHING OR STEADY BURNING LIGHTS. THE SPACING OF BARRICADES SHALL BE SUCH THAT A BREACH IS PHYSICALLY PREVENTED BARRING A DELIBERATE ACT. IF BARRICADES ARE INTENDED TO PREVENT PEDESTRIANS, THEN THEY SHALL BE LINKED. SEE DETAILS ON CONSTRUCTION SAFETY DRAWINGS FOR LOW-PROFILE AIRCRAFT BARRICADE DETAIL.

17. WORK ZONE LIGHTING FOR NIGHTTIME CONSTRUCTION

ALL WORK CONDUCTED AT NIGHT SHALL BE ACCOMPANIED BY ADEQUATE LIGHT FACILITIES TO COMPLETE THE WORK. ALL LIGHT FACILITIES SHALL BE AIMED OR SHIELDED AS NECESSARY TO AVOID IMPACTING AIRCRAFT OR ATCT OPERATIONS. THE CONTRACTOR SHALL BE REQUIRED TO SUBMIT A LIGHTING PLAN SHOWING THE LOCATION AND AIMING DIRECTION OF ALL LIGHT FACILITIES PRIOR TO THE COMPLETION OF ANY NIGHT WORK.

18. PROTECTION OF SAFETY AREAS, OBJECT FREE AREAS, OBJECT FREE ZONES, AND APPROACH/DEPARTURE SURFACES.

A. RUNWAY SAFETY AREAS (RSA) - NO WORK SHALL BE PERMITTED WITHIN AN ACTIVE RUNWAY SAFETY AREA. IF REQUIRED, ADJUSTMENTS TO THE RSA DIMENSIONS THROUGH RESTRICTED OPERATIONS SHALL BE COORDINATED WITH THE FAA AIRPORTS REGIONAL OR DISTRICT OFFICE PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL ENSURE ADEQUATE DISTANCE PROTECTION FOR BLAST PROJECTION, AS NEEDED. ALL OPEN TRENCHES OR EXCAVATIONS WITHIN THE LIMITS OF THE RSA SHALL BE BACK FILLED OR COVERED PRIOR TO OPENING THE RUNWAY TO OPERATIONS. IN ADDITION, EROSION CONTROL MEASURES SHALL BE PROVIDED IN THE RSA TO PREVENT RUTS, HUMPS, OR DEPRESSIONS INSIDE THE LIMITS OF THE RSA.

B. RUNWAY OBJECT FREE AREAS (ROFA) - NO MATERIAL SHALL BE STOCKPILED INSIDE THE LIMITS OF THE ACTIVE ROFA UNLESS APPROVED BY AIR

SPACING THROUGH THE APPROPRIATE FAA AIRPORTS REGIONAL OR DISTRICT OFFICE.

C. TAXIWAY SAFETY AREAS (TSA) - NO WORK SHALL BE PERMITTED WITHIN AN ACTIVE TSA. IF REQUIRED, ADJUSTMENTS TO THE TAXIWAY TSA DIMENSIONS THROUGH RESTRICTED OPERATIONS SHALL BE COORDINATED WITH THE FAA AIRPORTS REGIONAL OR DISTRICT OFFICE PRIOR TO CONSTRUCTION. ALL OPEN TRENCHES OR EXCAVATIONS WITHIN THE LIMITS OF THE TSA SHALL BE BACK FILLED OR COVERED PRIOR TO OPENING THE TAXIWAY TO OPERATIONS. IN ADDITION, EROSION CONTROL MEASURES SHALL BE PROVIDED IN THE TSA TO PREVENT RUTS, HUMPS, OR DEPRESSIONS INSIDE THE

LIMITS OF THE TSA.

D. TAXIWAY OBJECT FREE AREAS (TOFA) - NO CONSTRUCTION SHALL BE PERMITTED INSIDE AN ACTIVE TOFA UNLESS THE TAXIWAY HAS BEEN RESTRICTED TO OPERATIONS REQUIRING A TOFA EQUAL TO THAT OF THE TOFA AVAILABLE. IF REQUIRED, CONSTRUCTION MAY BE PERMITTED INSIDE THE TOFA IF THE TAXIWAY CENTERLINE MARKINGS ARE OFFSET WITH CENTERLINE REFLECTORS OR LIGHTING, OR APPROPRIATE NOTAMS ARE ISSUED. CONSTRUCTION MAY ALSO BE PERMITTED INSIDE THE TOFA IF A FIVE FOOT WING TIP CLEARANCE IS MAINTAINED FOR ALL CONSTRUCTION EQUIPMENT AND VEHICLES. IN THIS SCENARIO, FLAGGERS AND WING WALKERS MUST BE USED TO DIRECT TRAFFIC THROUGH THE CONSTRUCTION SITE.

E. OBSTACLE FREE ZONE (OFZ) - NO PERSONNEL, MATERIAL, OR EQUIPMENT SHALL PENETRATE THE OFZ WHILE THE RUNWAY IS OPEN TO OPERATIONS.

THE DIMENSIONS OF THE OFZ ARE AS DEFINED IN FAA AC 150/5300-13 (www.faa.gov).

F. APPROACH/DEPARTURE SURFACES - ALL CONTRACTOR PERSONNEL, MATERIALS, AND EQUIPMENT SHALL REMAIN CLEAR OF THE APPLICABLE THRESHOLD SITING SURFACES AS DEFINED IN CHAPTER 3 OF FAA AC 150/5300-13 (www.faa.gov). CONSTRUCTION ACTIVITIES THAT REQUIRE PENETRATION INTO THE THRESHOLD SITING SURFACE SHALL BE ACCOMPLISH THROUGH DISPLACING OR PARTIALLY CLOSING THE RUNWAY. SUCH CONSTRUCTION ACTIVITIES

SHALL REQUIRE COORDINATION WITH THE FAA AIRPORTS REGIONAL OR DISTRICT OFFICE.

19. OTHER LIMITATIONS ON CONSTRUCTION

A. PROHIBITIONS - THE USE OF TALL EQUIPMENT (I.E. CRANES, CONCRETE PUMPS) SHALL NOT BE PERMITTED UNLESS APPROVED BY THE ENGINEER.

OPEN FLAME WELDING AND TORCH CUTTING OPERATIONS ARE NOT PERMITTED UNLESS ADEQUATE FIRE SAFETY PRECAUTIONS ARE PROVIDED AND

THESE OPERATIONS ARE AUTHORIZED BY THE AIRPORT OPERATOR AND THE ENGINEER.

ELECTRICAL BLASTING CAPS SHALL NOT BE PERMITTED WITHIN 1,000-FT OF THE AIRPORT PROPERTY. FLARE POTS ARE NOT PERMITTED WITHIN THE AIR

OPERATIONS AREA.

B. CONTRACOTR MUST RESTORE ALL DAMAGED PAVEMENT EITHER ON HAUL ROUTES OR ROADS LEADING TO ACCESS TO HAUL ROUTES TO THE CONDITION OF THE OWNER'S SATISFACTION. IN ADDITION, AREAS OUTSIDE OF PAVEMENT SHALL BE RESTORED TO TURF OR EXISTING CONDITION AND MEET OWNER'S APPROVAL. ANY RESTORATION WORK TO THE HAUL ROUTE OR STAGING/PARKING AREAS SHALL BE CONSIDERED SUBSIDIARY AND SHALL NOT RECEIVE

SEPARATE PAYMENT.

C. CONTRACTOR MUST PROVIDE 2-WAY RADIO COMMUNICATION DURING PLANNED OPERATIONS. CONTRACTOR SHALL MONITOR THE AIRPORT FREQUENCY

FOR TRAFFIC AT ALL TIMES.

D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE BARRICADES AND LIGHTS DURING CONSTRUCTION OF THE ENTIRE PROJECT AND FOR

RELOCATING AND/OR REMOVING THE BARRICADES AS REQUIRED BY PHASING.

E. STOCKPILES AND STAGING AREAS WILL NOT BE PLACED WITHIN ANY WATER OF THE UNITED STATES, INCLUDING WETLANDS, DISPOSAL AREAS, STOCKPILES, AND HAUL ROADS SHALL BE CONSTRUCTED IN A MANNER TO MINIMIZE AND CONTROL THE SEDIMENT. DISPOSAL AREAS SHALL NOT BE LOCATED IN ANY WETLANDS, WATERBODY OR STREAMBED. CONSTRUCTION STAGING AREAS AND VEHICLE MAINTENANCE AREAS SHALL BE CONSTRUCTED BY THE CONTRACTOR IN A MANNER TO MINIMIZE THE RUNOFF OF POLLUTANTS. ALL WATERWAYS SHALL BE CLEARED AS SOON AS PRACTICAL OF TEMPORARY EMBANKMENT, TEMPORARY BRIDGES, MATTING, FALSEWORK, PILING, DEBRIS OR OTHER OBSTRUCTION PLACED DURING CONSTRUCTION

OPERATION THAT ARE NOT A PART OF THE FINISHED WORK.

F. IF SPOILS ARE TAKEN TO THE CITY OF DALLAS SOLID WASTE DISPOSAL SITE (MCCOMMAS), ALL NECESSARY TESTING REQUIRED SHALL BE CONSIDERED

SUBSIDIARY TO THE ITEM IN WHICH IT IS CONTAINED.

G. ALL CONTRACTOR VEHICLES AND TRAFFIC SHALL REMAIN WITHIN THE LIMITS OF CONSTRUCTION AREAS, STAGING AREAS, OR HAUL ROUTES AS SHOWN ON

THE PLANS, OR AS APPROVED BY THE OWNER OR THE OWNER'S AUTHORIZED REPRESENTATIVE.

H. HAUL ROUTES - LOCATION OF HAUL ROUTES ON THE AIRPORT SHALL BE AS SPECIFIED ON THE PLANS OR AS APPROVED BY THE OWNER AT THE PRE-CONSTRUCTION MEETING. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE OFF-SITE HAUL ROUTES (STATE HIGHWAYS, COUNTY ROADS OR CITY STREETS) WITH THE APPROPRIATE OWNER WHO HAS JURISDICTION OVER THE AFFECTED ROUTE. THE CONTRACTOR SHALL NOTIFY THE

CITY AND OBTAIN THEIR APPROVAL OF ROUTES TO BE TAKEN BY HAULING EQUIPMENT.

I. OPERATIONS ON THE VEHICLE SERVICE ROAD SHALL OBSERVE A SPEED LIMIT OF 20 MPH. THE TERMINAL AREA VEHICLE SERVICE ROAD AND RAMP SPEED

LIMIT IS 15 MPH.

J. ON-SITE HAUL ROUTES SHALL BE MAINTAINED BY THE CONTRACTOR AND SHALL BE RESTORED TO THEIR ORIGINAL CONDITION UPON COMPLETION OF BEING USED AS A HAUL ROUTE. A CONDITION REPORT OF THE BEFORE AND AFTER CONDITIONS OF ON-SITE HAUL ROUTES, INCLUDING VIDEO, SHALL BE PREPARED JOINTLY BY THE CONTRACTOR AND THE OWNER OR THE OWNER'S AUTHORIZED REPRESENTATIVE. FENCING, DRAINAGE, GRADING AND TEMPORARY HAUL ROUTES OR ACCESS POINTS ON THE AIRPORT WILL BE THE CONTRACTOR'S TOTAL RESPONSIBILITY AND SHALL BE APPROVED BY THE OWNER OR THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO THE WORK. ALL ON-SITE FAA ACCESS ROADS TO FAA FACILITIES SHALL REMAIN OPEN AND MAINTAINED AT ALL TIMES. HAUL ROUTES NOT ALONG EXISTING ROADS SHALL BE PREPARED WITH SUITABLE FILL AND COMPACTED PER P-152.

CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING HAUL ROUTES FOR PROJECT DURATION. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING ROADS PRIOR TO PROJECT COMPLETION. ALL HAUL ROUTES NOT ALONG EXISTING ROADS SHALL BE DRESSED AND SODDED PER T-904 AT PROJECT COMPLETION. PAYMENT FOR HAUL ROUTES, SHALL BE PART OF CONTRACTOR'S PRICE FOR MOBILIZATION. SOD SHALL BE CONSIDERED INCIDENTAL TO

CONSTRUCTION.

K. THE HAUL TRUCKS SHALL BE COVERED AT ALL TIMES. IN THE EVENT THAT ANY FOREIGN OBJECT, SPILLAGE, DEBRIS OR DUST BUILDS UP AS A RESULT OF HAULING, THE CONTRACTOR SHALL BE REQUIRED TO IMMEDIATELY CLEAN AND REMOVE THIS MATERIAL. DUST CONTROL SHALL BE MAINTAINED AT ALL TIMES. HAUL ACROSS ACTIVE TAXIWAYS OR APRONS IS STRICTLY PROHIBITED WITHOUT AN ESCORT. IF TAXIWAY CROSSINGS ARE NECESSARY, 24HR. NOTICE IS MANDATORY. CONTRACTOR SHALL PROVIDE EXPERIENCED, TRAINED AOA ESCORTS WHO WILL BE REQUIRED TO MONITOR THE GROUND CONTROL RADIO AT ALL TIMES AT THESE CROSSINGS. FOR HAUL ROUTES THAT CROSS ACTIVE TAXIWAYS, THE CONTRACTOR SHALL FURNISH FLAGGERS TO DIRECT AND CONTROL CONSTRUCTION EQUIPMENT AND PERSONNEL TO A PRE-ESTABLISHED SETBACK DISTANCE OUTSIDE THE TAXIWAY OBJECT FREE AREA. SWEEPER SHALL BE USED AT ALL TIMES WHILE ESCORTING IS ONGOING. VACUUM TRUCK SHALL REMAIN ON-SITE AT ALL TIMES. VACUUM TRUCK MUST BE IN USE DURING HAULING OPERATIONS AND TO

REMOVE ANY FOD.

L. WHEN WORK IS TO TAKE PLACE INSIDE OF AN ACTIVE TAXIWAY OBJECT FREE AREA, THE CONTRACTOR SHALL ADHERE TO THE REQUIREMENTS LISTED IN FAA AC 150/5370-2G (OR CURRENT VERSION) SECTION 2.22.4, TAXIWAY OBJECT FREE AREA.

M. CONTRACTOR SHALL INSTALL SIGNAGE FOR DELIVERY ENTRANCE THAT SPECIFIES CONTRACTOR NAME AND PROJECT. ALL SIGNS FURNISHED FOR PROJECT WILL BE SUBSIDIARY TO ITEM SS-120 CONSTRUCTION SAFETY AND

SECURITY.

N. CONTRACTORS SHALL NOT CROSS AN ACTIVE RUNWAY AT ANY TIME.

O. CONSTRUCTION EQUIPMENT MAY NOT BE PARKED WITHIN THE OBJECT FREE AREA OVERNIGHT.

P. CONTRACTOR SHALL COMPLY WITH ALL AIRPORT RULES AND REGULATIONS. THESE CAN BE FOUND ON THE

DALLAS LOVE FIELD WEBSITE: WWW.DALLAS-LOVEFIELD.COM.

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14160 N. DALLAS PARKWAY

SUITE 850

DALLAS, TX 75240

(214) 451-2950

GARVER REGISTRATION NO F-5713

SCALE: NONE

G-203

TEMPORARY JUMPER CIRCUIT CONNECTION

OFF-LINE FIXTURE

EXISTING SHOULDER

INSTALL COVER ON EXISTING TAXIWAY

LIGHT TO BLOCK VIEW OF ALL OFF-LINE

FIXTURES TO TAXIING AIRCRAFT.

NOTES:

1. CONTRACTOR SHALL MAINTAIN THE COVER IN

ACCEPTABLE CONDITIONS AT ALL TIMES.

2. WHEN NO LONGER REQUIRED, THE COVERS SHALL

BE PROMPTLY REMOVED BY THE CONTRACTOR.

3. LIGHT FIXTURE COVERS SHALL BE CONSIDERED

SUBSIDIARY TO TEMPORARY AIRFIELD LIGHTING

(SS-300-5.1).

4. FOR RUNWAY CLOSURES, COORDINATE WITH

AIRFIELD MAINTENANCE (AFM) TO LOCK OUT

CIRCUITS FOR THE RUNWAY EDGE, CENTER LINE,

AND TOUCHDOWN ZONE CIRCUITS.

5. EXISTING IN-PAVEMENT LIGHTING MAY BE

COVERED USING TAPE. THE FIXTURE SHOULD BE

CLEANED IN ORDER TO RESTORE IT TO ITS

PREVIOUS CONDITION AT THE CONCLUSION OF THE

PHASE OF WORK.

SCALE: NONE

G-203

LIGHT FIXTURE COVER

SCALE: NONE

G-203

LOW PROFILE AIRCRAFT BARRICADE (MOVEMENT AREAS)

SCALE: NONE

G-203

TAXIWAY CLOSURE 'X' DETAIL

.5'

NOTES:

1. 'X'S SHALL BE AVIATION YELLOW.

2. 'X'S SHALL BE WEIGHTED WITH YELLOW SAND BAGS TO KEEP THEM

ON THE CENTERLINES AT ALL TIMES DURING CONSTRUCTION. THE

WEIGHTS USED SHALL NOT OBSCURE THE X'S.

3. TAXIWAY X'S USED TO IDENTIFY A CLOSED RUNWAY EXIT TAXIWAY

SHALL BE INSTALLED ON THE RUNWAY SIDE OF BARRICADES.

4. TAXIWAY X'S SHALL BE PAID FOR UNDER ITEM SS-101.

5'

TAXIWAY CENTERLINE 10

' T

O

5'

RUNWAY

EDGE STRIPE

SCALE: NONE

G-203

PORTABLE LIGHTED RUNWAY CLOSURE

MARKER (LIGHTED X)

NOTES:

1. BARRICADES SHALL BE FURNISHED, INSTALLED, MAINTAINED, AND REMOVED BY THE

CONTRACTOR.

2. BARRICADES SHALL MEET THE REQUIREMENTS OF THE CURRENT FAA ADVISORY

CIRCULAR 150/5370-2 AND BE APPROVED BY THE OWNER.

3. CONTRACTOR SHALL WEIGHT BARRICADE TO PREVENT DISPLACEMENT. THE METHOD

SHALL BE APPROVED BY THE OWNER.

4. BARRICADES SHALL BE LOCATED AS DESIGNATED BY THE OWNER (DEPARTMENT OF

AVIATION).

5. UNLESS OTHERWISE NOTED, MAXIMUM BARRICADE SPACING SHALL BE 10' O.C.

HIGH IMPACT, UV RESISTANT

POLYETHYLENE 10" x 96" x 10"

ORANGE AND/OR WHITE IN

COLOR

NOTES:

1. LIGHTED RUNWAY CLOSURE MARKER SHALL CONFORM TO

THE REQUIREMENTS OF FAA AC 150/5345-55A SPECIFICATION

FOR L-893, LIGHTED VISUAL AID TO INDICATE TEMPORARY

RUNWAY CLOSURE. DETAIL SHOWS MINIMUM LIGHT SPACING

REQUIREMENTS.

2. LIGHTED RUNWAY CLOSURE MARKER SHALL BE INSTALLED ON

TOP OF RUNWAY NUMERAL DESIGNATOR OR AS DIRECTED BY

THE OWNER WHEN WORK IS TAKING PLACE NEAR THE

RUNWAY NUMERALS.

3. LIGHTED RUNWAY CLOSURE MARKERS ARE TO BE

MAINTAINED BY THE CONTRACTOR. THE AIRPORT WILL

FURNISH THE LIGHTED RUNWAY CLOSURE MARKERS.

4. LIGHTED CLOSED RUNWAY MARKER MAINTENANCE SHALL BE

PAID FOR UNDER ITEM SS-101.

3.5

MAX.

LAMP (TYP.)

8' MINIMUM FLASHING RED CAUTION LIGHT

SECURED TO BARRICADE

REFLECTIVE ORANGE OR

WHITE STRIPES @ 45° SLANT

VINYL YELLOW CLOSED

TAXIWAY MARKER,

WEIGHT MARKER WITH

YELLOW WEIGHT TO

PREVENT DISPLACEMENT

D WEST

NOTES:

1. IN PLACE OF THE BREAK OUT RING ASSEMBLY, THE

CONTRACTOR MAY INSTALL A NEW MULTIPLE OPENING BASE

PLATE THAT HAS A LIGHT FIXTURE MOUNTING HOLE, A

SEPARATE HOLE FOR CONDUIT ENTRY, AND A GROUNDING

PROVISION. INSTALL NEW GRS LB FITTING SECURED TO BASE

PLATE HOLE FOLLOWED BY A GRSC/PVC FITTING TO CONNECT

THE SCHEDULE 80 PVC CONDUIT. REINSTALL FIXTURE AND

CONNECT TO GROUND PROVISION FROM BASE PLATE TO

JUNCTION BASE INTERNAL LUG.

18" HIGH YELLOW MARKER FLAG

LOCATED EVERY 5' ALONG ENTIRE

LENGTH OF JUMPER

PLUG OTHER CONNECTOR

WATERTIGHT

INSTALL NEW L-823 CONNECTORS

WITH HEAT SHRINK AND CABLE

TAGS, MINIMUM 3' SLACK

EXISTING FIXTURE

AND BASE PLATE

INSTALL NEW BOLTING

HARDWARE WITH BOLTS OF

SUFFICIENT LENGTH TO EXTEND

0.5" BELOW MOUNTING RING

FINISHED

GRADE

PROVIDE 3' SLACK OF NEW CABLE

TO CONNECT TO SERIES CIRCUIT

EXISTING LIGHT BASE CAN

EXISTING CABLES, CONNECTORS,

AND TAGS

EXISTING CONDUIT

EXISTING L-830

TRANSFORMER

INSTALL NEW BREAK-OUT RING(S). AT CABLE

EXIT NOTCH OUT, INSTALL DUCT SEAL TO SEAL

AROUND CABLE EXIT AND PREVENT FOREIGN

OBJECTS AND DEBRIS FROM ENTERING LIGHT

BASE. INSTALL APPROPRIATE # OF RINGS TO

ENSURE CONDUIT CAN ENTER BASE CAN

INSTALL NEW ABOVE GROUND TEMPORARY

JUMPER CABLES WITHIN NEW SCHEDULE 80

PVC CONDUIT, ANCHORED AT 5' INTERVALS, TO

NEXT FIXTURE OR OTHER CONNECTION POINT.

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14160 N. DALLAS PARKWAY

SUITE 850

DALLAS, TX 75240

(214) 451-2950

GARVER REGISTRATION NO F-5713

ON EXISTING SLAB

SMOOTH EPOXY COATED

DOWEL. 15" O.C. ON ALL 4

SIDES OF REPAIR AREA,

SEE DOWEL BAR SPECIFICATION

TABLE FOR SIZE AND

SPACING ON SHEET C-103

PROPOSED FULL DEPTH

RIGID PAVEMENT REPAIR

Ø+1/8" TYP

EXISTING RIGID

PAVEMENT JOINT

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EXISTING DOWEL BARS TO BE SAW CUT THROUGH, NEW DOWELS REPLACED

IN-KIND OFFSET 3" FROM EXISTING SPACING WILL MATCH EXISTING

SCALE: NONE

1A

C-101

FULL SLAB REPLACEMENT DETAILS

(FULL DEPTH REPAIR) - PLAN VIEW

SAW CUT EXISTING RIGID

PAVEMENT FULL DEPTH (TYP)

3"3"

3"

3"

EXISTING PAVEMENT

JOINT

EXISTING RIGID

PAVEMENT TO REMAIN

NOTES:

1. WHEN EXISTING DOWEL BARS ARE ENCOUNTERED

OFFSET NEW DOWEL BARS 3" AND MATCH Ø, TYPE, AND

SPACING.

2. ALL JOINTS WILL BE DOWELED CONSTRUCTION JOINTS.

3. MATCH THE GROOVED PATTERN ON PANEL

REPLACEMENTS WITHIN THE RUNWAY SURFACE.

SCALE: NONE

1B

C-101

FULL SLAB REPLACEMENT DETAILS

(FULL DEPTH REPAIR) - SECTION VIEW

SEE DETAIL 4 ON SHEET C-103

WIDTH VARIES

DEPTH/2

DEPTH

VARIES

L/2

EXISTING RIGID

PAVEMENT TO

REMAIN. DEPTH

VARIES.

FINISH SURFACE TO

MATCH EXISTING

Ø + 1/8"

DRILL AND GROUT WITH

EPOXY BONDING AGENT

SMOOTH EPOXY COATED

DOWEL, 15" O.C. ON ALL 4

SIDES OF REPAIR AREA,

SEE SHEET C-103 FOR

SPACING REQUIREMENTS

AND PAVEMENT THICKNESS

RESTORE ANY BASE

DISTURBED DURING

REMOVAL PROCESS.

REINFORCEMENT 12" O.C.

PLACED BASED ON THE T/4 +1"

SEE REBAR SIZE

SPECIFICATION TABLE ON SHEET C-103

COMPACT EXISTING AGGREGATE

BASE MATERIAL OR INSTALL TX-401

EXISTING AGGREGATE /

STABILIZED BASE MATERIAL

TO REMAIN. DEPTH VARIES.

SEE NOTE 1.

SAW CUT EXISTING

RIGID PAVEMENT FULL

DEPTH (TYP)

DOWELED TYPE E CONSTRUCTION

JOINT, SEE DETAIL 3 ON SHEET C-103

1B C

-101

FULL SLAB REPLACEMENT

SEQUENCE OF CONSTRUCTION

1. SAW CUT THE DISTRESSED PCC SLAB TO BE REPAIRED AT THE EXISTING JOINTS. EXISTING DOWEL BARS WILL BE CUT

THROUGH.

2. USING APPROPRIATE PNEUMATIC TOOLS, BREAK OUT AND REMOVE THE FULL DEPTH OF CONCRETE AS WELL AS ANY

EXISTING REINFORCEMENT.

3. REMOVE ANY DAMAGED STABILIZED BASE UNDERNEATH THE CONCRETE LAYER. REPLACE THE BASE WITH CONTROLLED LOW-STRENGTH MATERIAL (TX-401) AT THE REQUIRED CONSISTENCY AND ALLOW SUFFICIENT TIME TO

CURE.

4. INSTALL NEW DOWEL BARS (M-174) AT A DEPTH OF T/2 (WHERE T IS THE PCC THICKNESS IN INCHES) BY DRILLING INTO THE EXISTING JOINT FACES. NEW DOWEL BARS MUST BE SMOOTH EPOXY COATED (M-174) DOWELS PLACED 15" O.C.

REPLACE THE EXISTING SAWED-OFF DOWEL BARS WITH NEW IN-KIND DOWEL BARS AT A 3" OFFSET.

5. USING APPROPRIATELY SIZED REBAR (M-174) (SEE TABLE, SHEET C-103), SET UP THE PCC REINFORCEMENT AT 12"

O.C. AT A DEPTH OF T/4 + 1".

6. DAMPEN THE PREPARED SURFACE AND THE EDGES OF THE EXISTING PCC PAVEMENT.

7. PLACE THE CONCRETE (M-174) IN THE AREA TO BE PATCHED, MATCH THE GRADES AND TEXTURE OF THE ADJACENT

SLABS, AND PROPERLY CURE THE PCC SURFACE.

8. ONCE THE PCC HAS CURED, RE-SAW THE PCC JOINTS AROUND THE REPAIRED AREA. CLEAN WITH HIGH-PRESSURE

WATER AND ALLOW TO DRY.

9. FILL THE OPEN JOINTS WITH APPROVED BACK-UP MATERIAL (M-170) AND SILICONE SEALANT (M-170). THE SEALANT

MUST BE FILLED TO A DEPTH 14" TO 3 8" BELOW THE EXISTING PAVEMENT SURFACE.

MATERIALS

ITEMS REQUIREMENTS

CONCRETE

28-DAY FLEXURAL STRENGTH: 650 PSI

SEE M-174 FOR MIX DESIGN AND

ADDITIONAL MATERIAL

REINFORCING STEEL

GRADE 60 STEEL

ASTM A615

JOINT SEALANT

SELF-LEVELING SILICONE SEALANT

ASTM D5893

ISOLATION JOINT FILLER

NON-EXTRUDED PREMOLDED

COMPRESSIBLE MATERIAL

ASTM D1751

DOWEL BARS

PLAIN EPOXY COATED STEEL BAR

ASTM A615; ASTM A1078

TIE BARS

GRADE 60 DEFORMED STEEL

ASTM A615; ASTM A706

BACKER ROD AND BACKUP

MATERIAL ASTM C509

CONTROLLED

LOW-STRENGTH MATERIAL

28-DAY COMPRESSIVE STRENGTH: 200 PSI

SEE SPECIFICATION ITEM M-174-2.10

REINFORCEMENT 12" O.C. EACH WAY

T&B, SEE TABLE ON THIS SHEET FOR

REBAR SIZE SPECIFICATION

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14160 N. DALLAS PARKWAY

SUITE 850

DALLAS, TX 75240

(214) 451-2950

GARVER REGISTRATION NO F-5713

WIDTH VARIES BASED

ON EXISTING SLAB

EXISTING PAVEMENT

SMOOTH EPOXY COATED

DOWEL. SEE DOWEL BAR

SPECIFICATION TABLE FOR

SIZE AND SPACING ON SHEET C-103

REPLACE CONCRETE WITHIN

LIMITS OF REPAIR IN

ACCORDANCE WITH ITEM M-174

EXISTING JOINT

DOWELED TYPE E CONSTRUCTION

JOINT. SEE DETAIL 3 ON SHEET C-103

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EXISTING DOWEL BARS CUT OFF AND

REPLACED 3" FROM EXISTING. NEW

DOWEL BARS SHOULD MATCH THE

SIZE, TYPE, AND SPACING OF

EXISTING BARS WHERE PRACTICAL

3' MINIMUM FROM

EDGE

SCALE: NONE

1A

C-102

PARTIAL SLAB REPLACEMENT EDGE BREAK

(FULL DEPTH REPAIR) - PLAN VIEW

CONTRACTOR TO SAW PAST LIMITS

AS NECESSARY TO SAW FULL DEPTH

OF REPAIR AREA. SAWCUT TO BE

SEALED IN ACCORDANCE WITH

ITEM M-170.

CONTRACTOR TO SAW PAST LIMITS

AS NECESSARY TO SAW FULL DEPTH

OF REPAIR AREA. SAWCUT TO BE

SEALED IN ACCORDANCE WITH

ITEM M-170.

DRILL AND EPOXY TIE-BARS AT

EQUIDISTANT SPACING.

SEE TIE-BAR SIZE SPECIFICATION TABLE

1C C-102

SCALE: NONE

1C

C-102

PARTIAL SLAB REPLACEMENT

(FULL DEPTH REPAIR) - SECTION VIEW

JOINT SEALANT RESERVOIR

JOINT SEALANT

EXISTING DOWEL. IF

CUT OFF, REPLACE

WITH NEW DOWEL 3"

FROM EXISTING. MATCH

SIZE AND SPACING

WHERE PRACTICAL.

EXISTING JOINT

SAW CUT FULL DEPTH

TIE-BARS. SEE

TIE-BAR SIZE

SPECIFICATION

TABLE ON

SHEET C-103

EXISTING BASE

TO REMAIN

RESTORE ANY BASE DISTURBED

BY REMOVAL PROCESS BY

COMPACTION OR TX-401

W

3' MIN.

NOTES:

1. SAW CUT FULL DEPTH TO LIMITS REQUIRED AND SAW CUT

RELIEF INSIDE REMOVAL AREA TO AID IN REMOVAL.

2. REMOVE PAVEMENT WITHIN LIMITS OF REPAIR.

3. COMPACT BASE MATERIAL IF DISTURBED.

4. INSTALL NEW DOWEL BARS AND/OR TIEBARS AS

REQUIRED.

5. FILL THE REPAIR AREA WITH CONCRETE, BEING SURE TO

CONSOLIDATE THE CONCRETE ALONG THE LIMITS OF

REPAIR. EXERCISE CAUTION WHEN WORKING ADJACENT

TO EXISTING CONCRETE FACES, PARTICULARLY DURING

CONSOLIDATION, AND WATCH FOR SEGREGATION OF THE

CONCRETE. FINISH THE SURFACE TO MATCH EXISTING

SURFACE WHEN PRACTICAL.

6. AFTER CURING SAW ALL JOINTS AND SEAL.

7. MATCH THE GROOVED PATTERN ON PANEL

REPLACEMENTS WITHIN THE RUNWAY SURFACE.

OIL THIS END OF DOWEL

SCALE: NONE

1B

C-102

PARTIAL SLAB REPLACEMENT CORNER BREAK

(FULL DEPTH REPAIR) - PLAN VIEW

1C C

-102

2'

SAW CUT INSIDE REPAIR AREA

TO AID IN REMOVAL WHEN

USING IMPACT EQUIPMENT

2'

(TYP.)

EXISTING RIGID

PAVEMENT TO

REMAIN

SAW CUT EXISTING RIGID

PAVEMENT 2' BEYOND

CORNER BREAK (TYP.)

EXISTING RIGID

PAVEMENT TO

REMAIN EXISTING JOINT

TIE-BARS. SEE TIE-BAR SIZE

SPECIFICATION TABLE ON SHEET C-103

EXISTING DOWEL BARS: CUT OFF AND

REPLACED 3" FROM EXISTING. NEW

DOWEL BARS SHOULD MATCH THE Ø,

TYPE, AND SPACING OF EXISTING

BARS WHERE PRACTICAL.

SAW CUT EXISTING FULL DEPTH.

MAKE REPAIR AREA SQUARE.

SEE DETAIL 4 ON

SHEET C-103

PARTIAL SLAB REPLACEMENT - EDGE BREAK

SEQUENCE OF CONSTRUCTION

1. SAW CUT APPROXIMATELY 6" OUTSIDE THE DAMAGED PORTION OF THE PCC SLAB AND AT THE NEAREST PCC JOINT (CUT

AREA MUST BE MIN. 3' WIDE). EXISTING DOWEL BARS WILL BE CUT THROUGH.

2. USING APPROPRIATE PNEUMATIC TOOLS, BREAK OUT AND REMOVE THE FULL DEPTH OF CONCRETE AS WELL AS ANY

EXISTING REINFORCEMENT.

3. REMOVE ANY POTENTIAL STABILIZED BASE UNDERNEATH THE CONCRETE LAYER. REPLACE THE BASE WITH CONTROLLED LOW-STRENGTH MATERIAL (TX-401) AT THE REQUIRED CONSISTENCY AND ALLOW SUFFICIENT TIME TO

CURE.

4. INSTALL NEW OR REPLACE SAWED-OFF DOWEL BARS AT A DEPTH OF T/2 (WHERE T IS THE PCC THICKNESS IN INCHES) BY DRILLING INTO THE EXISTING ADJACENT JOINT FACE. NEW DOWEL BARS (M-174) MUST BE SMOOTH EPOXY COATED (M-174) DOWELS PLACED 15" O.C. WHILE EXISTING SAWED-OFF DOWEL BARS WILL BE REPLACED WITH NEW IN-KIND

BARS (M-174) AT A 3" OFFSET.

5. INSTALL NEW EPOXY COATED TIE-BARS (M-174) (SEE TABLE THIS SHEET) AT A DEPTH OF T/2 BY DRILLING INTO THE SAWED FACE OF THE EXISTING SLAB BEING REPAIRED. PLACE TIE-BARS AT EQUIDISTANT SPACING NOT TO EXCEED 24".

6. DAMPEN THE PREPARED SURFACE AND THE EDGES OF THE EXISTING PCC PAVEMENT. PLACE THE CONCRETE (M-174) IN THE AREA TO BE PATCHED, MATCH THE GRADES AND TEXTURE OF THE ADJACENT SLABS, AND PROPERLY CURE THE

PCC SURFACE.

7. ONCE THE PCC HAS CURED, RE-SAW THE PCC JOINT. CLEAN WITH HIGH-PRESSURE WATER AND ALLOW TO DRY.

8. FILL THE OPEN JOINTS WITH APPROVED BACK-UP MATERIAL (M-170) AND SILICONE SEALANT (M-170). THE SEALANT

MUST BE FILLED TO A DEPTH 1/4" TO 3/8" BELOW THE EXISTING PAVEMENT SURFACE.

PARTIAL SLAB REPLACEMENT - CORNER BREAK

SEQUENCE OF CONSTRUCTION

1. SAW CUT APPROXIMATELY 2' BEYOND THE CORNER BREAK OF THE PCC SLAB AND AT THE NEAREST PCC JOINT.

EXISTING DOWEL BARS WILL BE CUT THROUGH.

2. USING APPROPRIATE PNEUMATIC TOOLS, BREAK OUT AND REMOVE THE FULL DEPTH OF CONCRETE AS WELL

AS ANY EXISTING REINFORCEMENT.

3. REMOVE ANY POTENTIAL STABILIZED BASE UNDERNEATH THE CONCRETE LAYER. REPLACE THE BASE WITH CONTROLLED LOW-STRENGTH MATERIAL (TX-401) AT THE REQUIRED CONSISTENCY AND ALLOW SUFFICIENT

TIME TO CURE.

4. INSTALL NEW OR REPLACE SAWED-OFF DOWEL BARS AT A DEPTH OF T/2 (WHERE T IS THE PCC THICKNESS IN INCHES) BY DRILLING INTO THE EXISTING ADJACENT JOINT FACE. NEW DOWEL (M-174) BARS MUST BE SMOOTH EPOXY COATED (M-174) DOWELS PLACED 15" O.C. WHILE EXISTING SAWED-OFF DOWEL BARS WILL BE

REPLACED WITH NEW IN-KIND BARS AT A 3" OFFSET.

5. INSTALL NEW EPOXY COATED TIE-BARS (M-174) (SEE TABLE THIS SHEET) AT A DEPTH OF T/2 BY DRILLING INTO THE SAWED FACE OF THE EXISTING SLAB BEING REPAIRED. PLACE TIE-BARS AT EQUIDISTANT SPACING NOT TO

EXCEED 24".

6. DAMPEN THE PREPARED SURFACE AND THE EDGES OF THE EXISTING PCC PAVEMENT. PLACE THE CONCRETE (M-174) IN THE AREA TO BE PATCHED, MATCH THE GRADES AND TEXTURE OF THE ADJACENT SLABS, AND

PROPERLY CURE THE PCC SURFACE.

7. ONCE THE PCC HAS CURED,RE-SAW THE PCC JOINT. CLEAN WITH HIGH-PRESSURE WATER AND ALLOW TO DRY.

8. FILL THE OPEN JOINTS WITH APPROVED BACK-UP MATERIAL (M-170) AND SILICONE SEALANT (M-170). THE

SEALANT MUST BE FILLED TO A DEPTH 1/4" TO 3/8" BELOW THE EXISTING PAVEMENT SURFACE.

3' MIN.

DOWELED TYPE E CONSTRUCTION

JOINT, SEE DETAIL 3 ON SHEET C-103

SCALE: NONE

2A

C-102

PARTIAL DEPTH JOINT SPALL REPAIR

3" MIN.

W

2" MINIMUM

DEPTH SAW CUT

3" MIN.

SPALL REPAIR MATERIAL

DELPATCH, PROPOXY, OR APPROVED EQUAL

SAW CUT

CHIP TO APPROX. 90°

WHERE PRACTICAL

ORIGINAL

SPALL EDGE

CHIPPED

SURFACE

CHIP OUT &

CLEAN TO SOUND

CONCRETE AND

APPLY PRIME COAT

SAW CUT FILL

AS SPECIFIED

BACKER ROD

EXISTING DOWEL

NEW JOINT FILLER

TO REMAIN BELOW

SEALANT RESERVOIR

REMOVE EXISTING JOINT

SEALANT MATERIAL PRIOR TO

REPAIR ALONG ENTIRE JOINT

NOTES:

1. "W" INDICATES THE WIDTH OF THE LIMITS OF REPAIR.

2. LOCATION OF REPAIR TO BE DETERMINED IN THE FIELD AND CLEARLY MARKED.

3. ALL AREAS TO BE CLEAN OF LOOSE DEBRIS AND DUST PRIOR TO APPLICATION

OF DELPATCH, PROPOXY, OR APPROVED EQUAL, APPLIED PER

MANUFACTURER'S RECOMMENDATIONS.

4. DELPATCH ELASTOMERIC, PROPOXY OR APPROVED EQUAL, AT THE EXISTING

JOINT AREA SHALL NOT BE ALLOWED TO TOUCH OR BOND TO THE EXISTING

CONCRETE.

SEE DETAIL 4 ON SHEET C-103

PARTIAL DEPTH REPLACEMENT - EDGE BREAK

SEQUENCE OF CONSTRUCTION

1. SAW CUT APPROXIMATELY 3" OUTSIDE THE SPALLED PORTION OF THE PCC SLAB TO A 2"

DEPTH. WHERE ADJACENT REPAIR AREAS ARE LESS THAN 1.50' APART, COMBINE THEM

INTO ONE.

2. USING AN AIR HAMMER OR APPROPRIATE PNEUMATIC TOOLS, BREAK OUT AND REMOVE

THE UNSOUND CONCRETE MATERIAL UNTIL SOUND, INTACT MATERIAL HAS BEEN

REACHED. CARE SHALL BE TAKEN NOT TO DAMAGE SOUND CONCRETE. ANY SOUND

CONCRETE DAMAGED BY CONTRACTOR'S NEGLIGENCE SHALL BE REPAIRED TO THE

OWNER'S APPROVAL.

3. REMOVE THE EXISTING JOINT SEALANT MATERIAL AND CLEAN THE AREA WITH

HIGH-PRESSURE WATER AND ALLOW IT TO COMPLETELY DRY.

4. USING PRIME COAT RECOMMENDED BY THE MANUFACTURER OF THE PATCH MATERIAL,

CAREFULLY APPLY AND SCRUB (TO AVOID POOLING) PRIME COAT TO THE EXPOSED

FACES OF THE CAVITY WITH THE EXCEPTION OF THE JOINT FACE.

5. PLACE A NON-ABSORBENT BOARD IN THE JOINT GROOVE TO AVOID BONDING THE PATCH

AND THE ADJACENT SLAB.

6. FILL THE CAVITY WITH AN ELASTOMERIC CONCRETE PATCH (DELPATCH ELASTOMERIC,

PROPOXY, OR APPROVED EQUAL) AS RECOMMENDED BY THE MANUFACTURER AND

VIBRATE OR TAMP THE NEW MIXTURE.

7. EDGE, MATCH THE GRADES AND TEXTURE OF THE ADJACENT SLABS, AND PROPERLY

CURE THE PATCH.

8. REMOVE THE NON-ABSORBENT BOARD AND FILL THE JOINT WITH RESILIENT FILLER

(M-170), BACKER ROD (M-170), AND SILICONE SEALANT (M-170). THE SEALANT MUST BE

FILLED TO A DEPTH 1/4" TO 3/8" BELOW THE EXISTING PAVEMENT SURFACE.

9. PARTIAL DEPTH MATERIAL MUST BE IN PLACE AND CURED AT LEAST ONE HOUR OR AS

RECOMMENDED BY MANUFACTURER BEFORE PAVEMENT REOPENING.

WHEN USING POLYMERIC REPAIR

MATERIAL, CONTRACTOR MUST USE

TAPE TO PROTECT THE AREA

ADJACENT TO THE SPALL REPAIR.

EXISTING PAVEMENT

TYP. SAWCUT LINES

WITH NO OVERCUTS

AT CORNERS

NOTES:

1 DEVIATIONS FROM THE METHODS SHOWN ABOVE SHALL

BE APPROVED BY THE OWNER PRIOR TO CONSTRUCTION.

2. THE PAVEMENT SHALL BE SAWCUT 2" DEEP, A MINIMUM OF

3" OUTSIDE OF THE SPALL AREA, AND THE UNSOUND

CONCRETE REMOVED UNTIL SOUND MATERIAL IS

REACHED.

3. TEXTURE THE PATCH TO MATCH THE EXISTING FINISH.

4. CORNERS ARE TO BE CHIPPED OUT THE REQUIRED DEPTH

AND NOT TO BE OVERSAWED.

SPALL CRACK

2" DIA. CORE IN

CORNERS, 2"

MIN. DEPTH

SCALE: NONE

2B

C-102

PLAN VIEW OF SPALL REPAIR

3'' MIN.

POLYMER RAPID SET

SPALL REPAIR MATERIAL

: L :\2

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P lo tte r u se d:

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F (G en er al D oc um en ta tio n)

.p c3

14160 N. DALLAS PARKWAY

SUITE 850

DALLAS, TX 75240

(214) 451-2950

GARVER REGISTRATION NO F-5713

RESILIENT FILLER (ASTM D1751)

SILICONE SEALANT (M-170)

ROD BACK-UP MATERIAL

CLOSED-CELL RESILIENT FOAM

OR SPONGE RUBBER (M-170)

LEGEND

T

1/ 4"

T O

/8

1/2" TO 3/4" ± 1/8"

PE

R

M

AN

U

FA

C

TU

R E

R

EC

O M

M

EN

D

AT

IO

N

(1 /2

" T O

/4

" T

YP

NON-EXTRUDED PREMOLDED

COMPRESSIBLE MATERIAL

ASTM D-1751 OR D-1752.

SCALE: NONE

C-103

EXPANSION JOINT

DETAIL 1

NOTE:

Te = 1.25(T) ± 1" (MIN. T + 2")

T/

1"

NEAREST JOINT (10' MIN.)

Te

SCALE: NONE

C-103

TYPE A THICKENED EDGE JOINT

#4 BARS @ 12" O.C.

END REINFORCING 3" FROM

EACH SIDE OF JOINT.

NOTE:

1. RPR SHALL APPROVE BACKER ROD MATERIAL INSTALLATION PRIOR TO

PLACING SEALANT.

#4 BARS @ 12" O.C.

(IN DESIGNATED SLABS ONLY).

END REINFORCING 3" FROM EACH

SIDE OF JOINT.

DOWEL BAR TO BE PAINTED

ON ALL SURFACES AND OIL

THIS END OF DOWEL.

DRILL AND EPOXY

DOWEL BARS.

T T/

1/

8"

SEE DETAIL 4

T/

1"

SCALE: NONE

C-103

TYPE E - DOWELED CONSTRUCTION JOINT

1/8" ± 1/16" RECESS

SAWED JOINT FACE

25% ± 5% JOINT WIDTH

ROD BACK-UP MATERIAL

1/4" TO 1/2"

SEALANT DEPTH

1- 1/

4" M

IN

IM

U M

1/2" ± 1/8"

SCALE: NONE

C-103

CONSTRUCTION JOINT DETAIL

BAR LENGTH VARIES

BAR LENGTH VARIESTRANSVERSE JOINT TYPE C OR E

LONGITUDINAL JOINT TYPE C OR E

" M

IN

12…