Atch 3 Drawings.pdf

PDF 8 MB Posted Feb 18, 2020

Attached to: Repair Cracks, Joints, Slabs, Airfield Federal contract opportunity
Solicitation number: FA252120B0004
Issued by: Department of the Air Force Space Command

About this file

Written by GovTribe AI · Dec 28, 2023

This federal contract solicitation is for repair of cracks, joints, and slabs in airfield concrete pavements at Patrick Air Force Base in Florida. The work includes localized patching, joint sealing, and crack routing and sealing of concrete and asphalt surfaces. It also includes airfield marking replacement. The estimated value is between $1-5 million. Proposals are due by August 5, 2020 and award will occur in FY2020, pending available funds. This acquisition is reserved exclusively for small businesses. The Department of the Air Force Space Command is the contracting agency.

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Other files for this federal contract opportunity

Other files attached to Repair Cracks, Joints, Slabs, Airfield, newest first.
File	Type	Posted
Notice of Award (Advon).pdf	PDF	Nov 10, 2020
FA252120B00040002.pdf	PDF	Mar 24, 2020
FA252120B00040002 SF 30.pdf	PDF	Mar 24, 2020
Solicitation Amendment FA252120B00040001.pdf	PDF	Mar 19, 2020
Atch 5 WD FL20200001 (21 Feb 2020).pdf	PDF	Mar 19, 2020
Solicitation Amendment FA252120B00040001 SF 30.pdf	PDF	Mar 19, 2020
Atch 5 WD FL20200001 (31 Jan 2020).pdf	PDF	Mar 19, 2020
Class_Deviation_2020-O0005_Attachment.pdf	PDF	Mar 19, 2020
Site Visit Attendee 26 Feb 2020.pdf	PDF	Mar 19, 2020
zzSite Visit Questions.pdf	PDF	Mar 19, 2020
Atch 7 GPP.pdf	PDF	Feb 18, 2020
Solicitation - FA252120B0004.pdf	PDF	Feb 18, 2020
Atch 2 Tech Spec..pdf	PDF	Feb 18, 2020
Atch 5 WD FL20200001 (31 Jan 2020).pdf	PDF	Feb 18, 2020
Atch 4 CECC Form 3052.xls	XLS spreadsheet	Feb 18, 2020
Atch 8 Hazardous Waste Form.doc	DOC document	Feb 18, 2020
Attch 9 Q & A Template.doc	DOC document	Feb 18, 2020
Atch 6 Badge Request (45 SFS).pdf	PDF	Feb 18, 2020
Atch 1 SOW.pdf	PDF	Feb 18, 2020

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PINEDA EXPRESSWAY

MAIN GATE (PERSONNEL ONLY)

A N

O C

TRUCK DELIVERY ONLY

BUILDING 423-CONTRACTING OFFICER

BUILDING 535-45TH CES

EAST GATE (PERSONNEL ONLY)

S.R. A1A

A N

O C

GOLF

COURSE

PATRICK AIR FORCE BASE

SXHT 15-1035

FLORIDA

LOCATION MAP

STATE OF FLORIDA REPAIR -CRACKS/

JOINTS/SLABS,

AIRFIELD PAVEMENTS

VARIOUS

PROJECT

LOCATIONS

ON AIRFIELD

11x17 DRAWING SIZE IS HALF SIZE OF NOTED SCALE

ENGINEER OF RECORD: BRANDON HIERS P.E.

LICENSE NUMBER: 78617

NAME AND ADDRESS OF BUSINESS:

AVCON, INC.

5555 E. MICHIGAN ST. SUITE 200

ORLANDO, FLORIDA 32822

OFFICE: (407) 599-1122 - FAX: (407) 599-1133

E-MAIL: BHIERS@AVCONINC.COM

FL C.A. # 5057

ALLEN #: 150068.2 AVCON #: 2018.076.01

RAEIS CONTRACT NO: FA2521-18-F-0113

ENGINEERS & PLANNERS

5555 E. MICHIGAN ST., SUITE 200 ORLANDO, FL 32822-2779

OFFICE: (407) 599-1122 FAX: (407) 599-1133

CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057

www.avconinc.com

AVCON, INC.

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1. CONTRACTOR SHALL NOTIFY THE LOCAL UTILITY SERVICE FOR EXISTING SITE UTILITY STAKEOUT AND SHALL OBTAIN AN APPROVED WORK

CLEARANCE REQUEST (AF FORM 103) PRIOR TO ANY DEMOLITION OR CONSTRUCTION.

2. THE CONTRACTOR SHALL COMPLY WITH, BUT NOT LIMIT TO: AFI 32-7086, HAZARDOUS MATERIALS MANAGEMENT, FEBRUARY 2015 AND THE 45TH SW HAZMAT TRACKING PROCEDURES FOR CONSTRUCTION AND SERVICE CONTRACTORS. NO HAZARDOUS MATERIALS ARE ALLOWED TO BE BROUGHT ON TO ANY 45 SW INSTALLATION WITHOUT PRIOR APPROVAL. THE CONTRACTOR SHALL CONTACT THE 45 CES/CEIE HAZARDOUS MATERIALS PROGRAM MANAGER AND THE CONTRACTING OFFICER FOR HAZARDOUS MATERIALS AUTHORIZATION PROCEDURES PRIOR TO

HAZARDOUS MATERIALS BEING BROUGHT ON TO 45 SW FACILITIES.

3. RUNWAYS SHALL REMAIN OPERATIONAL FROM 0800 TO 0000, UNLESS OTHERWISE APPROVED BY CONTRACTING OFFICER. IF WORK ADJACENT TO ANY RUNWAY IS ANTICIPATED TO BE PERFORMED AT NIGHT, ADEQUATE LIGHTING SHALL BE PROVIDED BY THE CONTRACTOR IN ACCORDANCE WITH THE SPECIFICATION REQUIREMENTS FOR ANY WORK PERFORMED AT NIGHT. THE CONTRACTOR WILL BE ALLOWED TO

WORK ON A CONTINUOUSLY CLOSED RUNWAY OR TAXIWAY.

4. IF NIGHT WORK IS REQUIRED FROM 1 MAY TO 31 OCTOBER BETWEEN 2100 TO 0600 HOURS, A LIGHT MANAGEMENT PLAN MUST BE REVIEWED AND APPROVED THROUGH THE CONTRACTING OFFICER AND 45 CES ENVIRONMENTAL (45 CES/CEIE) AT LEAST 45 DAYS PRIOR TO NIGHT WORK

COMMENCEMENT.

5. IF WILDLIFE BURROWS ARE OBSERVED IN AREAS WHERE EXCAVATION OR FILLING IS PROPOSED, CONTACT 45 CES ENVIRONMENTAL (45 CES/CEIE) THROUGH THE CONTRACTING OFFICER AT LEAST TWO WEEKS PRIOR TO EXCAVATION FOR A WILDLIFE ASSESSMENT AND POSSIBLE

ANIMAL RELOCATION.

6. PRIOR TO DEMOLITION, EXISTING CONCRETE SHALL BE SAMPLED AND COLLECTED BY THE CONTRACTOR. SAMPLE DATA AND WASTE COLLECTION, IDENTIFICATION AND DISPOSAL PLAN SHALL BE SUBMITTED TO HAZMAT WASTE PROGRAM MANAGER PRIOR TO THE START OF

THE PROJECT TO DETERMINE IF THE WASTE STREAMS ARE HAZARDOUS (ASBESTOS).

7. CONTRACTOR IS RESPONSIBLE FOR REQUESTING UTILITY LOCATES AND VERIFYING ALL EXISTING UTILITIES PRIOR TO STARTING

CONSTRUCTION.

8. CONTRACTOR SHALL REPAIR ALL AIRFIELD PAVEMENT SECTIONS IN ACCORDANCE WITH THE UFC 3-270-01, UFC 3-270-03, UFC 3-270-04, AND

UFGS SPECIFICATIONS.

9. ALL AIRFIELD CLOSURES SHALL BE KEPT TO A MINIMUM, AND COORDINATED THROUGH THE CONTRACTING OFFICER AND AIRFIELD OPERATIONS MANAGER PRIOR TO CLOSURE. THE CONTRACTOR SHALL SUBMIT A PHASING, STAGING AND RUNWAY CLOSURE PLAN TO THE GOVERNMENT FOR APPROVAL PRIOR TO ANY CLOSURE. THE AIRFIELD CLOSURE BARRIERS, MARKINGS, LIGHTING, SIGNAGE, ETC. SHALL

COMPLY WITH UFGS AND/OR FAA SPECIFICATIONS.

10. ANY CONSTRUCTION MATERIALS REJECTED BY THE GOVERNMENT SHALL BE REMOVED FROM THE SITE IMMEDIATELY.

11. IF A STORAGE TANK IS UTILIZED FOR FUELING CONSTRUCTION VEHICLES, THE TANK MUST HAVE ADEQUATE SECONDARY CONTAINMENT AND IF THE TANK IS 55 GALS OR GREATER, MONTHLY INSPECTIONS ARE TO BE PERFORMED AND DOCUMENTED BY THE CONTRACTOR. INSPECTIONS MUST BE SUBMITTED VIA AFF 3000. CONTRACTOR IS RESPONSIBLE TO OPERATE FUEL STORAGE TANK WITH APPROPRIATE BMPs IN PLACE.

12. CONTRACTOR SHALL REPAIR OR RESTORE ALL DISTURBED AREAS TO ORIGINAL CONDITION OR BETTER. SODDING SHALL BE USED FOR A MINIMUM OF 2 FEET ADJACENT TO EDGE OF ALL PAVEMENTS. HYDROSEEDING BEYOND THE 2' MUST BE WITH THE SAME GRASS SPECIES AND TYPE. ALL AREAS FOR SOD MUST BE RAKED WITH NO ROCKS GREATER THAN 3" PRIOR TO LAYING SOD. SOD AND SEED SHALL BE CERTIFIED

WEED FREE BAHIA.

13. ALL CONSTRUCTION DEBRIS FROM DEMOLITION OR OTHERWISE AND ANY EXCESS EXCAVATED SOILS SHALL BE HAULED OFFSITE DAILY AND DISPOSED OF AT A LEGAL LANDFILL OR OTHER LAWFUL CONTRACTOR PROVIDED SITE. CONTRACTOR IS RESPONSIBLE TO COLLECT AND

CONTROL ANY/ALL FOD MATERIAL ON THE AIRFIELD.

14. THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY EXISTING SITE CONDITIONS PRIOR TO BID, AND SHALL BRING TO THE ATTENTION OF THE GOVERNMENT, IN WRITING, ANY CHANGES IN EXISTING CONDITIONS SINCE TIME OF THE SURVEY OR ANY OTHER NOTED DISCREPANCIES

THAT MAY IMPACT THE SCOPE OF WORK.

15. THE CONTRACTOR SHALL PROTECT ANY EXISTING AIRFIELD LIGHTING AND MARKINGS FROM DAMAGE DURING CONSTRUCTION.

16. APPROPRIATE BARRICADES AND/OR SCREENING SHALL BE IN PLACE AROUND WORK AREAS TO KEEP ALL POTENTIAL F.O.D. DEBRIS

CONTAINED WITHIN CONSTRUCTION AREA.

17. ALL PAVEMENT MARKINGS SHALL BE RESTORED AFTER PAVEMENT REPAIRS AS NECESSARY AND SHALL MEET THE REQUIREMENTS OF ETL 04-2. PAVEMENT MARKINGS THAT ARE TO BE RESTORED LOCALLY ON PCC (ONLY IN AREAS IMPACTED BY REPAIR) ARE IDENTIFIED BY THE "M" AFTER THE RESPECTIVE PAVEMENT REPAIR. PAVEMENT MARKINGS THAT ARE TO BE RESTORED LOCALLY OR GLOBALLY ON ASPHALT OR PCC PAVEMENT ARE IDENTIFIED WITH CALLOUTS ON THE RESPECTIVE PLANS. THE QUANTITIES OF MARKING IMPACTS ARE PRESENTED AT THE

BOTTOM OF EACH TABLE FOR EACH PAVEMENT AREA.

18. HAUL ROUTES - LOCATION OF HAUL ROUTES ON PATRICK AIR FORCE BASE (PAFB) SHALL BE AS SPECIFIED AS APPROVED BY THE CONTRACTING OFFICER. HAUL ROUTES FOR EACH WORK AREA WILL BE DETERMINED BY THE CONTRACTOR PRIOR TO BEGINNING WORK AND AUTHORIZED BY THE CONTRACTING OFFICER. 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.

ON-SITE HAUL ROUTES SHALL BE CONSTRUCTED AND MAINTAINED BY THE CONTRACTOR AND SHALL BE RESTORED UPON COMPLETION OF BEING USED AS A HAUL ROUTE. A CONDITION REPORT OF THE BEFORE AND AFTER CONDITIONS OF ON-SITE HAUL ROUTES SHALL BE PREPARED JOINTLY BY THE CONTRACTOR AND THE CONTRACTING OFFICER. FENCING, DRAINAGE, GRADING AND HAUL ROUTES OR ACCESS POINTS ON PAFB WILL BE THE CONTRACTOR'S TOTAL RESPONSIBILITY AND SHALL BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO THE WORK. ALL ON-SITE PAFB ACCESS ROADS TO PAFB FACILITIES SHALL REMAIN OPEN AND BE MAINTAINED AT ALL TIMES.

19. STAGING AREA - THE CONTRACTOR'S STAGING AREA IS TO BE COORDINATED WITH THE CONTRACTING OFFICER PRIOR TO CONSTRUCTION OR DELIVERY OF CONSTRUCTION MATERIALS. SPECIAL PROVISIONS FOR ANY REQUIRED UTILITIES SHALL BE COORDINATED AND PROVIDED BY

THE CONTRACTOR IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.

20. PROTECTION AND REPAIR OF DAMAGE TO EXISTING UNDERGROUND LIGHTING CABLES - ALL UNDERGROUND CABLES SHALL BE PROTECTED

AND ANY DAMAGES CAUSED BY CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR.

21. CONSTRUCTION LIMITS - ALL CONTRACTOR VEHICLES AND TRAFFIC SHALL REMAIN WITHIN THE DESIGNATED CONSTRUCTION AREAS, STAGING

AREAS OR HAUL ROUTES.

22. ALL TESTING THAT THE CONTRACTOR INITIATES FOR HIS/HER OWN INTERNAL QUALITY CONTROL SHALL BE CONSIDERED INCIDENTAL TO THE

COST OF THE RELEVANT WORK ITEM.

23. ALL BARRICADE LIGHTING SHALL BE VERIFIED BY THE CONTRACTOR FOR PROPER OPERATION AT THE END OF EACH DAY OR NIGHT BEFORE

CONTRACTOR CEASES OPERATION.

24. CONTRACTOR SHALL REVIEW ALL AIRFIELD UTILITIES WITH THE PAFB CIVIL ENGINEERING STAFF PRIOR TO BEGINNING WORK.

25. ALL ACTIVE RUNWAYS AND TAXIWAYS SHALL HAVE NEW OR EXISTING LIGHTING CIRCUITS CONNECTED TO EXISTING CIRCUITS AND ENERGIZED. ANY LIGHTING CIRCUITS TO CLOSED RUNWAYS OR TAXIWAYS SHALL REMAIN DE-ENERGIZED UNTIL SUCH PAVEMENT IS FULLY

CAPABLE OF AIRCRAFT TRAFFIC.

11x17 DRAWING SIZE IS HALF SIZE OF NOTED SCALE

ENGINEER OF RECORD: BRANDON HIERS P.E.

LICENSE NUMBER: 78617

NAME AND ADDRESS OF BUSINESS:

AVCON, INC.

5555 E. MICHIGAN ST. SUITE 200

ORLANDO, FLORIDA 32822

OFFICE: (407) 599-1122 - FAX: (407) 599-1133

E-MAIL: BHIERS@AVCONINC.COM

FL C.A. # 5057

ALLEN #: 150068.2 AVCON #: 2018.076.01

RAEIS CONTRACT NO: FA2521-18-F-0113

ENGINEERS & PLANNERS

5555 E. MICHIGAN ST., SUITE 200 ORLANDO, FL 32822-2779

OFFICE: (407) 599-1122 FAX: (407) 599-1133

CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057

www.avconinc.com

AVCON, INC.

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GENERAL NOTES:

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1. PAFB OPERATIONS - THE CONTRACTOR SHALL ACQUAINT HIS/HER SUPERVISORS AND

EMPLOYEES WITH THE PAFB ACTIVITIES AND OPERATIONS THAT ARE INHERENT AT THIS AIRPORT

AND SHALL CONDUCT HIS/HER CONSTRUCTION ACTIVITIES TO CONFORM TO ALL ROUTINE AND

EMERGENCY AIR TRAFFIC REQUIREMENTS AND GUIDELINES ON SAFETY. PRIOR TO INITIAL

CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL COORDINATE ANTICIPATED PROJECT

ACTIVITIES WITH AIRFIELD MANAGEMENT (321-494-2222) AND PROVIDE AN ANTICIPATED

SCHEDULE OF WORK. THE CONTRACTOR SHALL COORDINATE ALL DAILY CONSTRUCTION

ACTIVITIES AND LIMITS WITH AIRFIELD MANAGEMENT PRIOR TO INITIATING CONSTRUCTION

ACTIVITIES EACH DAY.

2. AIRFIELD ACCESS - CONTRACTOR VEHICLE DRIVERS SHALL RECEIVE AIRFIELD DRIVER TRAINING.

ALL CONTRACTOR VEHICLES THAT ARE AUTHORIZED TO CROSS OR OPERATE ON A RUNWAY,

TAXIWAY, OR APRON PAVEMENT SHALL BE ISSUED A PASS BY AIRFIELD MANAGEMENT AND

SHALL STAY IN CONTINUOUS RADIO CONTACT WITH THE BASE TOWER GROUND CONTROL AT ALL

TIMES WHILE OPERATING ON THE AIRFIELD. THE CONTRACTOR SHALL SUBMIT A REQUEST FOR

VEHICLE PASS AUTHORIZATION TO THE CONTRACTING OFFICER AT LEAST 72 HOURS PRIOR TO

ACCESSING THE AIRFIELD. MAGNETIC PLACARDS SHALL BE PROHIBITED FROM VEHICLES

OPERATING ON THE AIRFIELD. THE CONTRACTOR SHALL UNDERSTAND THAT AIRCRAFT TRAFFIC

ON RUNWAYS, TAXIWAYS, AND APRONS SHALL HAVE PRIORITY OVER CONTRACTOR'S TRAFFIC AT

ALL TIMES.

3. PAVEMENT CLOSURES - NO RUNWAY, TAXIWAY, APRON OR AIRFIELD ROADWAY SHALL BE

CLOSED WITHOUT APPROVAL OF AIRFIELD MANAGEMENT, TO ENABLE NECESSARY NOTICES OR

ADVISORIES AS REQUIRED. A MINIMUM OF 72 HOURS NOTICE OF REQUESTED CLOSING SHALL BE

DIRECTED TO THE CONTRACTING OFFICER, WHO WILL COORDINATE THE REQUEST WITH

AIRFIELD MANAGEMENT.

4. OPEN FLAME - OPEN FLAME, WELDING OR TORCH-CUTTING OPERATIONS ARE PROHIBITED

UNLESS ADEQUATE FIRE AND SAFETY PRECAUTIONS HAVE BEEN TAKEN AND THE PROPER

APPROVED PERMIT OBTAINED FROM BASE FIRE DEPARTMENT (321) 494-7642.

5. STOCKPILE EROSION AND DUST CONTROL - STOCKPILED MATERIAL AND OPEN EXCAVATIONS

SHALL BE TREATED IN SUCH A MANNER AS TO PREVENT MOVEMENT RESULTING FROM AIRCRAFT

BLAST OR WIND CONDITIONS (SEE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS).

6. DEBRIS CONTROL - DEBRIS WASTE AND LOOSE MATERIAL SHALL NOT BE ALLOWED ON ACTIVE AIRCRAFT MOVEMENT AREAS. IF OBSERVED TO BE ON ACTIVE AIRCRAFT MOVEMENT AREAS, THE

MATERIAL WILL BE REMOVED IMMEDIATELY BY THE CONTRACTOR. THE CONTRACTOR SHALL

PROVIDE VACUUM-TYPE SWEEPING EQUIPMENT ON SITE AT ALL TIMES FOR SUCH PURPOSES.

THE CONTRACTING OFFICER MAY DIRECT THAT DEBRIS PROBLEMS DURING CONSTRUCTION NOT

CORRECTED BY THE CONTRACTOR BE CORRECTED BY OTHERS AT THE EXPENSE OF THE

CONTRACTOR. THE RUNWAY AND TAXIWAYS SHALL REMAIN FREE OF ALL DEBRIS.

7. INSPECTION BY MANAGEMENT - PRIOR TO OPENING FOR AIRCRAFT USE, THE CONTRACTING

OFFICER WILL ARRANGE FOR INSPECTION BY AIRFIELD MANAGEMENT OF ANY RUNWAY,

TAXIWAY, OR APRON THAT HAS BEEN CLOSED FOR WORK, OR THAT HAS BEEN USED FOR A

CROSSING POINT OR HAUL ROUTE BY THE CONTRACTOR.

8. CONTRACTOR APPROVED VEHICLES - ONLY AUTHORIZED VEHICLES APPROVED BY AIRFIELD

MANAGEMENT ARE PERMITTED ON THE AIRFIELD. ALL AUTHORIZED CONSTRUCTION VEHICLES

SHALL BEAR A VISIBLE COMPANY IDENTIFICATION SIGN WHEN ACCESSING THE AIRFIELD.

SAFETY NOTES:

1. GENERAL NOTES - THE CONTRACTOR SHALL COMPLY WITH ALL SECURITY REQUIREMENTS

SPECIFIED HEREIN. THE CONTRACTOR SHALL DESIGNATE IN WRITING TO THE CONTRACTING

OFFICER THE NAME OF HIS/HER "CONTRACTOR SECURITY OFFICER". THE CONTRACTOR SECURITY

OFFICER SHALL REPRESENT THE CONTRACTOR ON THE SECURITY REQUIREMENTS OF THE

CONTRACT. PRIOR TO INITIAL CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL COORDINATE ANTICIPATED PROJECT ACTIVITIES WITH THE AIRFIELD MANAGER AND PROVIDE AN ANTICIPATED

SCHEDULE OF WORK.

2. CONTRACTOR PERSONNEL SECURITY ORIENTATION - THE CONTRACTOR SECURITY OFFICER

SHALL BE RESPONSIBLE FOR BRIEFING ALL CONTRACTOR PERSONNEL ON THESE REQUIREMENTS

AND, FROM TIME TO TIME, OTHER SECURITY PROVISIONS ADOPTED BY PAFB PERSONNEL OR

SECURITY POLICE. ALL NEW CONTRACTOR EMPLOYEES SHALL BE BRIEFED ON THESE

REQUIREMENTS PRIOR TO WORKING IN THE CONSTRUCTION AREA.

3. ACCESS TO THE SITE - CONTRACTOR'S ACCESS TO THE SITE SHALL BE AS DIRECTED BY THE

CONTRACTING OFFICER. THE CONTRACTOR SHALL NOT PERMIT ANY UNAUTHORIZED

CONSTRUCTION PERSONNEL OR TRAFFIC ON THE SITE. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR TRAFFIC CONTROL TO AND FROM THE VARIOUS CONSTRUCTION AREAS ON

THE SITE. THE CONTRACTOR IS RESPONSIBLE FOR THE IMMEDIATE CLEAN-UP OF ANY DEBRIS

DEPOSITED ALONG THE ACCESS ROAD AS A RESULT OF HIS/HER CONSTRUCTION TRAFFIC.

DIRECTIONAL SIGNING AT THE ACCESS GATE AND ALONG THE DELIVERY ROUTE TO THE STORAGE

AREA OR WORK SITE SHALL BE AS DIRECTED BY THE CONTRACTING OFFICER.

4. MATERIALS DELIVERY TO THE SITE - ALL CONTRACTOR'S MATERIAL ORDERS FOR DELIVERY TO THE SITE WILL USE THE ACCESS POINT AT THE CONTRACTOR'S STORAGE SITE APPROVED BY THE

CONTRACTING OFFICER. THIS WILL PRECLUDE DELIVERY TRUCKS FROM ENTERING INTO THE

AIRFIELD OR TAKING SHORT-CUTS THROUGH THE PERIMETER GATES AND ENTERING INTO

AIRCRAFT OPERATIONS AREAS INADVERTENTLY.

5. CONSTRUCTION AREA LIMITS - THE LIMITS OF CONSTRUCTION, MATERIAL STORAGE AREAS, EQUIPMENT STORAGE AREA, PARKING AREA AND OTHER AREAS DEFINED AS REQUIRED FOR THE

CONTRACTOR'S EXCLUSIVE USE DURING CONSTRUCTION SHALL BE MARKED BY THE

CONTRACTOR AND APPROVED BY THE CONTRACTING OFFICER. THE CONTRACTOR SHALL ERECT

AND MAINTAIN AROUND THE PERIMETER OF THESE AREAS SUITABLE FENCING, SIGNAGE, AND

WARNING DEVICES VISIBLE FOR BOTH DAY/NIGHT USE TO DELINEATE THE PERIMETER OF ALL

SUCH AREAS.

6. VEHICLE IDENTIFICATION - THE CONTRACTOR, THROUGH THE CONTRACTOR SECURITY OFFICER, SHALL ESTABLISH AND MAINTAIN A LIST OF CONTRACTOR AND SUB-CONTRACTOR VEHICLES

AUTHORIZED TO OPERATE ON THE SITE. VEHICLE PERMITS SHALL BE ASSIGNED IN A MANNER TO ASSURE POSITIVE IDENTIFICATION OF THE UNIT AT ALL TIMES. FLIGHTLINE VEHICULAR PASSES

SHALL BE OBTAINED FOR EACH CONTRACTOR AND SUBCONTRACTOR VEHICLE FROM AIRFIELD

MANAGEMENT. THE CONTRACTOR SHALL PROVIDE A CURRENT LISTING OF VEHICLES AND

COMPANIES AUTHORIZED TO ENTER AND CONDUCT WORK ON CONTRACTOR EMPLOYEE

PERSONAL VEHICLES SHALL BE RESTRICTED TO THE CONTRACTOR'S STORAGE AREA OR

CONTRACTOR EMPLOYEE PARKING AREA AND ARE NOT ALLOWED ON THE AIRFIELD AT ANY TIME.

7. IDENTIFICATION - EMPLOYEES - ALL CONTRACTOR EMPLOYEES AND EMPLOYEES OF APPROVED SUBCONTRACTORS SHALL BE IDENTIFIED BY MEANS OF PAFB-ISSUED IDENTIFICATION BADGES AT ALL TIMES WHEN THEY ARE INSIDE PAFB. THE PAFB ID PROGRAM IS SUBJECT TO CHANGE AND ALL

CONTEMPORARY SECURITY REQUIREMENTS WILL GOVERN. THE CONTRACTOR SHALL PROVIDE A

SINGLE POINT CONTACT FOR ALL IDENTIFICATION AND BADGING REQUIREMENTS. THE

CONTRACTOR SHALL ASSIGN THE CONTRACTOR SECURITY OFFICER DESCRIBED ABOVE AS THE

SINGLE POINT CONTACT FOR ALL IDENTIFICATION AND BADGING REQUIREMENTS.

8. BACKGROUND CHECKS - THE CONTRACTOR IS ADVISED THAT ALL EMPLOYEES WHO ARE BADGED

AND ALLOWED TO WORK ON PAFB MAY BE SUBJECTED TO A BACKGROUND CHECK.

9. CONTINUING REQUIREMENTS FOR BADGING - ALL OTHER REQUIREMENTS OF THE PAFB WRITTEN

POLICY ON BASE CONSTRUCTION IDENTIFICATION BADGING SHALL BE ADHERED TO INCLUDING

ANY APPLICABLE UPDATES OR CHANGES WHICH BECOME EFFECTIVE DURING THE COURSE OF

THE PROJECT.

SECURITY NOTES:

INDEX OF DRAWINGS

SHEET

NUMBER SHEET TITLE

G000 COVER

CT001 INDEX OF DRAWINGS AND GENERAL NOTES

CT100 AIRFIELD PLAN KEY SHEET

CT101 ARM DE-ARM APRON

CT102 TAXIWAY C

CT103 TAXIWAY C AND DOS APRON

CT104 DOS APRON PCC REPAIR DATA (SHEET 1 OF 2)

CT105 DOS APRON PCC REPAIR DATA (SHEET 2 OF 2)

CT106 TAXIWAY M AND RUNWAY 11-29

CT107 800 APRON

CT108 800 APRON PCC REPAIR DATA (SHEET 1 OF 2)

CT109 800 APRON PCC REPAIR DATA (SHEET 2 0F 2)

CT110 TAXIWAY A

CT111 TAXIWAY L & TAXIWAY Z

CT112 TAXIWAY L & TAXIWAY Z PCC REPAIR DATA

CT113 TAXIWAY G

CT114 HANGAR 751 APRON

CT115 HANGAR ACCESS APRONS

CT116 WASHRACK APRON

CT501 PARTIAL DEPTH PCC REPAIR DETAILS AND NOTES

CT502 FULL DEPTH PCC REPAIR DETAILS AND NOTES

CT503 FULL DEPTH REHABILITATION TYPICAL SECTIONS

CT504 FULL DEPTH PCC REHABILITATION DETAILS

CT505 PAVEMENT MARKING DETAILS AND NOTES

ABBREVIATIONS

PAFB PATRICK AIR FORCE BASE

PCC PORTLAND CEMENT CONCRETE

AC BITUMINOUS ASPHALT CONCRETE

CR CRACK

CS CORNER SPALL

JS JOINT SPALL

CB CORNER BREAK

EP EXISTING PATCH

R RESEAL CRACK

M MARKING IMPACT

SF SQUARE FEET

LF LINEAR FEET

RW RUNWAY

TW TAXIWAY

ATLANTIC OCEAN

BANANA RIVER

GOLFCOURSE

RUNWAY 3-21

RUNWAY 11-29

TAXIWAY M

TAXIWAY J

TAXIWAY B

TAXIWAY C

TAXIWAY G

TAXIWAY A

AIRFIELD PLAN KEY SHEET

CT101

CT102

CT103 -

CT105

CT106

CT107 -

CT109

CT110

CT113

CT111 -

CT112

CT114

CT115

CT116

11x17 DRAWING SIZE IS HALF SIZE OF NOTED SCALE

ENGINEER OF RECORD: BRANDON HIERS P.E.

LICENSE NUMBER: 78617

NAME AND ADDRESS OF BUSINESS:

AVCON, INC.

5555 E. MICHIGAN ST. SUITE 200

ORLANDO, FLORIDA 32822

OFFICE: (407) 599-1122 - FAX: (407) 599-1133

E-MAIL: BHIERS@AVCONINC.COM

FL C.A. # 5057

ALLEN #: 150068.2 AVCON #: 2018.076.01

RAEIS CONTRACT NO: FA2521-18-F-0113

ENGINEERS & PLANNERS

5555 E. MICHIGAN ST., SUITE 200 ORLANDO, FL 32822-2779

OFFICE: (407) 599-1122 FAX: (407) 599-1133

CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057

www.avconinc.com

AVCON, INC.

U S

A F

N G

E R

S Q

U A

D R

O N

A S

B U

D A

D E

E R

Y N

D R

A W

N B

D E

N E

D B

S U

B M

D B

R E

W E

D B

D A

SHEET

IDENTIFICATION

C O

A C

T N

R A

N G

E A

R C

E C

T- E

N G

E R

S P

E C

N S

E R

E S

ng ine er ing

,In c.

EN E A

2 3

1 2 3

4 5

An O ne id a N at io n Co m pa ny

B . H

S X

H T

-1

-F

-0

G . B

E A

R D

D E

N -R

E P

R A

C K

S /J

A V

E M

E N

F O

R C

E B

A S

S X

H T

-1

-F

-0

, F L

CT100

D P

S H

AutoCAD SHX Text

SOUTH PATRICK DRIVE

AutoCAD SHX Text

FILTRATION

AutoCAD SHX Text

PLANT

AutoCAD SHX Text

SEWAGE

AutoCAD SHX Text

TREATMENT

AutoCAD SHX Text

PLANT

AutoCAD SHX Text

SHED

AutoCAD SHX Text

WALL

AutoCAD SHX Text

TANK

AutoCAD SHX Text

WALL

AutoCAD SHX Text

PINEDA EXPRESSWAY WEST BOUND

AutoCAD SHX Text

STATE ROAD 404 EAST BOUND

AutoCAD SHX Text

6TH HOLE SUNSET BLVD

AutoCAD SHX Text

CONTROL ROAD

AutoCAD SHX Text

CONTROL ROAD

AutoCAD SHX Text

CONTROL ROAD

AutoCAD SHX Text

CONTROL ROAD

AutoCAD SHX Text

CONTROL ROAD

AutoCAD SHX Text

SOUTH PATRICK DRIVE

AutoCAD SHX Text

SOUTH PATRICK DRIVE

AutoCAD SHX Text

MARINA ROAD

AutoCAD SHX Text

SOUTH PATRICK DRIVE

AutoCAD SHX Text

MARINA ROAD

AutoCAD SHX Text

SOUTH PATRICK DRIVE

AutoCAD SHX Text B

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text K

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text

SCHOOL AVE

AutoCAD SHX Text

FORECAST LANE

AutoCAD SHX Text

FORECAST LANE

AutoCAD SHX Text

FORECAST LANE

AutoCAD SHX Text

NEW MACE ROAD

AutoCAD SHX Text

PRACTICE

AutoCAD SHX Text

GREEN

AutoCAD SHX Text

SHED

AutoCAD SHX Text

RAMP/DOCK

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

WALL

AutoCAD SHX Text

SHED

AutoCAD SHX Text

SHED

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

PIT

AutoCAD SHX Text

FUEL FARM

AutoCAD SHX Text

FUEL FARM

AutoCAD SHX Text

WALL

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

DOME

AutoCAD SHX Text

CONTROL TOWER

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

TOWER

AutoCAD SHX Text

BIKE PATH

AutoCAD SHX Text

BIKE PATH

AutoCAD SHX Text

BIKE PATH

AutoCAD SHX Text

BIKE PATH

AutoCAD SHX Text

BIKE PATH

AutoCAD SHX Text

BIKE PATH

AutoCAD SHX Text

BIKE PATH

AutoCAD SHX Text

BIKE PATH

AutoCAD SHX Text

STATE ROAD A1A

AutoCAD SHX Text

STATE ROAD A1A

AutoCAD SHX Text

STATE ROAD A1A

AutoCAD SHX Text

STATE ROAD A1A

AutoCAD SHX Text

STATE ROAD A1A

AutoCAD SHX Text

STATE ROAD A1A

AutoCAD SHX Text

STATE ROAD A1A

AutoCAD SHX Text

TITAN ROAD

AutoCAD SHX Text

DELTA DRIVE

AutoCAD SHX Text

SOUTH PATRICK DRIVE

AutoCAD SHX Text

SOUTH PATRICK DRIVE

AutoCAD SHX Text

MAINTENANCE ROAD

AutoCAD SHX Text

SOUTH PATRICK DRIVE

AutoCAD SHX Text

MAINTENANCE ROAD

AutoCAD SHX Text

CONTROL ROAD

AutoCAD SHX Text

WEST TECH ROAD

AutoCAD SHX Text

SOUTH PATRICK DRIVE

AutoCAD SHX Text

CONTROL ROAD

AutoCAD SHX Text

SOUTH TECH ROAD

AutoCAD SHX Text

SPACELIFT AVENUE

AutoCAD SHX Text

FALCON AVENUE

AutoCAD SHX Text

FALCON AVENUE

AutoCAD SHX Text

ATLAS AVENUE

AutoCAD SHX Text

ATLAS AVENUE

AutoCAD SHX Text

SOUTH PATRICK DRIVE

AutoCAD SHX Text

SOUTH PATRICK DRIVE

AutoCAD SHX Text

SOUTH PATRICK DRIVE

AutoCAD SHX Text

SPACELIFT AVENUE

AutoCAD SHX Text

CHALLENGER STREET

AutoCAD SHX Text

JUPITER STREET

AutoCAD SHX Text

SATURN ROAD

AutoCAD SHX Text

SATURN ROAD

AutoCAD SHX Text

PERSHING PLACE

AutoCAD SHX Text

THOR STREET

AutoCAD SHX Text

ATLAS AVENUE

AutoCAD SHX Text

REDSTONE ROAD

AutoCAD SHX Text

REDSTONE ROAD

AutoCAD SHX Text

SPACELIFT AVENUE

AutoCAD SHX Text

CONTROL ROAD

AutoCAD SHX Text

JUPITER STREET

AutoCAD SHX Text

STATE ROAD A1A

AutoCAD SHX Text

O'MALLEY ROAD

AutoCAD SHX Text

O'MALLEY ROAD

AutoCAD SHX Text

RESCUE ROAD

AutoCAD SHX Text

RESCUE ROAD

AutoCAD SHX Text

RESCUE ROAD

AutoCAD SHX Text

RESCUE ROAD

AutoCAD SHX Text

RESCUE ROAD

AutoCAD SHX Text

RESCUE ROAD

AutoCAD SHX Text

TUSKEGEE AIRMEN DRIVE

AutoCAD SHX Text

EDWARD H. WHITE II

AutoCAD SHX Text

WASH

AutoCAD SHX Text

RACK

AutoCAD SHX Text

POST OFFICE

AutoCAD SHX Text

REEF COURT

AutoCAD SHX Text

SFS BUILDING CONSTRUCTION

AutoCAD SHX Text

TAXIWAY B

AutoCAD SHX Text

TAXIWAY M

AutoCAD SHX Text

TAXIWAY C

AutoCAD SHX Text

TAXIWAY C

AutoCAD SHX Text

TAXIWAY B

AutoCAD SHX Text

TAXIWAY A

AutoCAD SHX Text

TAXIWAY J

AutoCAD SHX Text

TAXIWAY M

AutoCAD SHX Text

TAXIWAY L

AutoCAD SHX Text

TAXIWAY G

AutoCAD SHX Text

TAXIWAY Z

AutoCAD SHX Text

AutoCAD SHX Text 30103

AutoCAD SHX Text

CONTROLTOWER

AutoCAD SHX Text

AIRFIELD

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

INST

AutoCAD SHX Text

RINSE

AutoCAD SHX Text

RINSE

AutoCAD SHX Text

INST

AutoCAD SHX Text

FUEL

AutoCAD SHX Text

FUEL

AutoCAD SHX Text

STORMY

AutoCAD SHX Text

LANE

AutoCAD SHX Text B

AutoCAD SHX Text L

AutoCAD SHX Text

AutoCAD SHX Text M

AutoCAD SHX Text Z

AutoCAD SHX Text

GRAPHIC SCALE IN FEET

AutoCAD SHX Text

NORTH

ARM/DE-ARM APRON

TAXIWAY B

ARM/DE-ARM APRON

Slab

REPAIR

QUANTITY UNITPARTIAL

DEPTH PATCH

FULL DEPTH

REPLACEMENT

CRACK ROUT,

CLEAN & SEAL

A4 2 x .5 CR 1 SF

B4 1 x 4 EP 4 SF

B4 1 x 1 EP 1 SF

B24 7 7 LF

B25 6 x 4 CR 24 SF

C4 10 - M 10 LF

C4 5 x 2 CR 10 SF

C5 4 X 1 CR 4 SF

C5 2 x .5 EP 1 SF

C10 27 - M 27 LF

C22 2 x 1 CR 2 SF

C23 15 - M 15 LF

C25 3 x 1 CR 3 SF

D16 2 x 1 CR 2 SF

D16 12 12 LF

D24 15 - M 15 LF

D24 2 x 1 CR 2 SF

D25 27 27 LF

E22 1 x 1 CR - M 1 SF

G7 15 15 LF

TOTAL 55 SF 0 SF 128 LF

MARKING REPLACEMENT 6 SF RETROREFLECTIVE YELLOW

LEGEND

PCC PAVEMENT SECTION TO BE REHABILITATED

(SLAB ROW/COLUMN SHOWN FOR REFERENCE)

ASPHALT PAVEMENT SECTION TO BE

REHABILITATED - ROUT, CLEAN, & SEAL CRACKS

EXISTING PCC CRACK TO BE ROUTED, CLEANED

AND SEALED

EXISTING PCC CRACK - TAKE NO ACTION

PROPOSED PCC PATCH REPAIR (PARTIAL OR

FULL DEPTH)

EXISTING PCC PATCH REPAIR - TAKE NO ACTION

PCC FULL DEPTH SLAB REPLACEMENT

11x17 DRAWING SIZE IS HALF SIZE OF NOTED SCALE

ENGINEER OF RECORD: BRANDON HIERS P.E.

LICENSE NUMBER: 78617

NAME AND ADDRESS OF BUSINESS:

AVCON, INC.

5555 E. MICHIGAN ST. SUITE 200

ORLANDO, FLORIDA 32822

OFFICE: (407) 599-1122 - FAX: (407) 599-1133

E-MAIL: BHIERS@AVCONINC.COM

FL C.A. # 5057

ALLEN #: 150068.2 AVCON #: 2018.076.01

RAEIS CONTRACT NO: FA2521-18-F-0113

ENGINEERS & PLANNERS

5555 E. MICHIGAN ST., SUITE 200 ORLANDO, FL 32822-2779

OFFICE: (407) 599-1122 FAX: (407) 599-1133

CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057

www.avconinc.com

AVCON, INC.

U S

A F

N G

E R

S Q

U A

D R

O N

A S

B U

D A

D E

E R

Y N

D R

A W

N B

D E

N E

D B

S U

B M

D B

R E

W E

D B

D A

SHEET

IDENTIFICATION

C O

A C

T N

R A

N G

E A

R C

E C

T- E

N G

E R

S P

E C

N S

E R

E S

ng ine er ing

,In c.

EN E A

2 3

1 2 3

4 5

An O ne id a N at io n Co m pa ny

B . H

S X

H T

-1

-F

-0

G . B

E A

R D

D E

N -R

E P

R A

C K

S /J

A V

E M

E N

F O

R C

E B

A S

S X

H T

-1

-F

-0

, F L

CT101

A R

M D

E- A

R M

O N

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text

AutoCAD SHX Text EXISTING INSTRUMENT HOLDING POSITION AND TAXIWAY CENTERLINE MARKINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAINTING ANY MARKINGS DAMAGED DURING REHABILITATION, TYP.

AutoCAD SHX Text

GRAPHIC SCALE IN FEET

AutoCAD SHX Text

NORTH

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text

TAXIWAY C

M A

E N

T C

TAXIWAY C

STATION T/W SIDE CRACK LENGTH (LF)

700+00 to 800+00

NORTH 290

SOUTH 237

800+00 to 900+00

NORTH 330

SOUTH 221

900+00 to 1000+00

NORTH 148

SOUTH 242

1000+00 to 1100+00

NORTH 153

SOUTH 129

1100+00 to 1200+00

NORTH 127

SOUTH 462

1200+00 to 1300+00

NORTH 183

SOUTH 265

1300+00 to 1400+00

NORTH 32

SOUTH 517

1400+00 to 1500+00

NORTH 399

SOUTH 760

FILLET NORTH 1,022

CT102 TOTAL 5,517

LEGEND

PCC PAVEMENT SECTION TO BE REHABILITATED

(SLAB ROW/COLUMN SHOWN FOR REFERENCE)

ASPHALT PAVEMENT SECTION TO BE

REHABILITATED - ROUT, CLEAN, & SEAL CRACKS

EXISTING PCC CRACK TO BE ROUTED, CLEANED

AND SEALED

EXISTING PCC CRACK - TAKE NO ACTION

PROPOSED PCC PATCH REPAIR (PARTIAL OR

FULL DEPTH)

EXISTING PCC PATCH REPAIR - TAKE NO ACTION

PCC FULL DEPTH SLAB REPLACEMENT

11x17 DRAWING SIZE IS HALF SIZE OF NOTED SCALE

ENGINEER OF RECORD: BRANDON HIERS P.E.

LICENSE NUMBER: 78617

NAME AND ADDRESS OF BUSINESS:

AVCON, INC.

5555 E. MICHIGAN ST. SUITE 200

ORLANDO, FLORIDA 32822

OFFICE: (407) 599-1122 - FAX: (407) 599-1133

E-MAIL: BHIERS@AVCONINC.COM

FL C.A. # 5057

ALLEN #: 150068.2 AVCON #: 2018.076.01

RAEIS CONTRACT NO: FA2521-18-F-0113

ENGINEERS & PLANNERS

5555 E. MICHIGAN ST., SUITE 200 ORLANDO, FL 32822-2779

OFFICE: (407) 599-1122 FAX: (407) 599-1133

CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057

www.avconinc.com

AVCON, INC.

U S

A F

N G

E R

S Q

U A

D R

O N

A S

B U

D A

D E

E R

Y N

D R

A W

N B

D E

N E

D B

S U

B M

D B

R E

W E

D B

D A

SHEET

IDENTIFICATION

C O

A C

T N

R A

N G

E A

R C

E C

T- E

N G

E R

S P

E C

N S

E R

E S

ng ine er ing

,In c.

EN E A

2 3

1 2 3

4 5

An O ne id a N at io n Co m pa ny

B . H

S X

H T

-1

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-0

G . B

E A

R D

D E

N -R

E P

R A

C K

S /J

A V

E M

E N

F O

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E B

A S

S X

H T

-1

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-0

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CT102

W A

Y C

EXISTING CRACK

3/4" MIN

3/4" MAX CRACK WIDTH

FILLED CRACK

DETAIL FOR ROUTING AND SEALING

ASPHALT CRACKS

N.T.S.

SEAL CRACKS WITH

SEALANT MEETING

ASTM D6690, TYPE II,

PER SPECIFICATION

32 01 17.61.

ROUT, SANDBLAST, AND

CLEAN CRACK WITH

COMPRESSED AIR, PER

SPECIFICATION 32 01 17.61.

1/8" WIDER THAN CRACK

HAIRLINE CRACKS (LESS THAN 1/8") SHALL NOT BE SEALED.

CRACKS WITH WIDTHS GREATER THAN 3/4" SHALL BE SANDBLASTED

OR WATERBLASTED AND CLEANED WITH COMPRESSED AIR.

NOTE:

EXISTING

CRACK

THIS DETAIL FOR ROUTING AND

SEALING CRACKS SHALL BE

APPLICABLE FOR ALL ASPHALT

PAVEMENT SECTIONS THAT ARE

TO REHABILITATED AS PART OF

THIS PROJECT.

NOTE:

AutoCAD SHX Text B

AutoCAD SHX Text

STA 700+00

AutoCAD SHX Text

STA 800+00

AutoCAD SHX Text

STA 900+00

AutoCAD SHX Text

STA 1000+00

AutoCAD SHX Text

STA 1100+00

AutoCAD SHX Text

STA 1200+00

AutoCAD SHX Text

STA 1300+00

AutoCAD SHX Text

STA 1400+00

AutoCAD SHX Text

STA 1500+00

AutoCAD SHX Text INTERMEDIATE HOLD POSITION MARKING. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAINTING ANY DAMAGED MARKINGS DURING REHABILITATION, INCLUDING TWO (2) LOCATIONS WHERE CRACKS TO BE ROUTED, CLEANED, AND SEALED CROSS INTERMEDIATE HOLD POSITION MARKING.

AutoCAD SHX Text TWO (2) "B" WITH ARROW MARKINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAINTING ANY MARKINGS DAMAGED DURING REHABILITATION.

AutoCAD SHX Text

APPROXIMATE LOCATION OF EXISTING MANHOLE

AutoCAD SHX Text

CONTRACTOR TO REPAINT TAXIWAY CENTERLINE PER DETAIL ON SHEET CT505

AutoCAD SHX Text CONTRACTOR SHALL TERMINATE TAXIWAY C CENTERLINE MARKINGS AT INTERSECTION WITH TAXIWAY B CENTERLINE, THREE LOCATIONS.

AutoCAD SHX Text

GRAPHIC SCALE IN FEET

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text

DEPARTMENT OF STATE APRON

TAXIWAY C

STATION T/W SIDE CRACK LENGTH

(LF)

00+00 to 100+00

NORTH 205

SOUTH 172

100+00 to 200+00

NORTH 140

SOUTH 41

200+00 to 300+00

NORTH 46

SOUTH 0

300+00 to 400+00

NORTH 154

SOUTH 26

400+00 to 500+00

NORTH 66

SOUTH 28

500+00 to 600+00

NORTH 282

SOUTH 230

600+00 to 700+00

NORTH 261

SOUTH 220

CT103 TOTAL 1,871

TAXIWAY C TOTAL 7,388

TW C TOTAL

MARKINGS

950 SF RETROREFLECTIVE YELLOW

1900 SF BLACK

TAXIWAY C AND DEPARTMENT

OF STATE APRON

M A

U S

T C

SEE SHEETS CT104 AND CT105

FOR PCC REPAIR TABLES

LEGEND

PCC PAVEMENT SECTION TO BE REHABILITATED

(SLAB ROW/COLUMN SHOWN FOR REFERENCE)

ASPHALT PAVEMENT SECTION TO BE

REHABILITATED - ROUT, CLEAN, & SEAL CRACKS

EXISTING PCC CRACK TO BE ROUTED, CLEANED

AND SEALED

EXISTING PCC CRACK - TAKE NO ACTION

PROPOSED PCC PATCH REPAIR (PARTIAL OR

FULL DEPTH)

EXISTING PCC PATCH REPAIR - TAKE NO ACTION

PCC FULL DEPTH SLAB REPLACEMENT

11x17 DRAWING SIZE IS HALF SIZE OF NOTED SCALE

ENGINEER OF RECORD: BRANDON HIERS P.E.

LICENSE NUMBER: 78617

NAME AND ADDRESS OF BUSINESS:

AVCON, INC.

5555 E. MICHIGAN ST. SUITE 200

ORLANDO, FLORIDA 32822

OFFICE: (407) 599-1122 - FAX: (407) 599-1133

E-MAIL:…

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File details come from the government source that posted it. Updated Feb 18, 2020.