LAKELAND LINDER REGIONAL AIRPORT

VICINITY MAP

LAKELAND, FLORIDA

ORMOND BEACH

FT. MYERS

MIAMI

W. PALM BEACH

KEY WEST

BRADENTON

LAKELAND

OKEECHOBEE

FT. PIERCE

MELBOURNE

HAINES CITY

TAMPA

KISSIMMEE

ORLANDO

LEESBURG

OCALA

DAYTONA BEACH

ST. AUGUSTINE

JACKSONVILLE

LAKE CITY

GAINESVILLE

PERRY

APALACHICOLA

TALLAHASSEE

PANAMA CITY

MARIANNA

PENSACOLA

ST. PETERSBURG

LOCATION OF PROJECT

CROSS CITY

FERNANDINA BEACH

VERO BEACH

BARTOW

LOCATION MAP

540

98

92

37

540A

EWELL RD

MEDULLA RDLAKE

HALLAM DR

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DRANE FIELD RD

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E EDGEWOOD DR

ARIANA ST

CLUBHOUSE

MEDULA RD

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SHEPHERD RD

WILLOW OAK

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INTERSTATE 4

TO TAMPA

POLK COUNTY

PLANT CITY

LAKELAND

R. HOWARD WIGGS

JUSTIN TROLLER

PHILLIP WALKER

BILL READ

EDIE YATES

DON SELVAGE

JIM MALLESS

MAYOR

COMMISSIONER

COMMISSIONER

COMMISSIONER

COMMISSIONER

COMMISSIONER

COMMISSIONER

LAKELAND CITY COMMISSION MEMBERS

TONY DELGADO

BRAD JOHNSON

LAKELAND CITY MANAGEMENT

CITY MANAGER

INTERIM DEPUTY CITY MANAGER

PARKWAY

HEIGHTS

HIG

HLA

ND

S

MIRIAM DR

FDOT FM NO. 433638-1-94-01

CITY OF LAKELAND BID NO. 6062

AHC PROJECT NO. 14050.26

EUGENE B. CONRAD, III, C.M.

LAKELAND LINDER REGIONAL AIRPORT

AIRPORT DIRECTOR

TO

ORLANDO

NORTH

NORTH

RD

.

RD

RD

LAKELAND LINDER

REGIONAL AIRPORT

CONSTRUCTION PLANS FOR

TAXIWAY "D" EXTENSION

FEBRUARY, 2016

ISSUED FOR BID

1000 LEGION PLACE, SUITE 1285

ORLANDO, FL 32801

CERTIFICATE OF AUTHORIZATION #29728

LINDERLAKELANDREGIONAL AIRPORT

CD01 DEMOLITION PLAN

CD02 DEMOLITION PLAN

CD03 DEMOLITION PLAN

CD04 DEMOLITION NOTES

C01 SURVEY CONTROL PLAN

C02 GEOMETRY PLAN

C03 GEOMETRY PLAN

C04 TYPICAL PAVEMENT SECTION & PAVEMENT DETAILS

C05 PLAN & PROFILE

C06 PLAN & PROFILE

C07 PAVEMENT ELEVATION PLAN

C08 PAVEMENT ELEVATION PLAN

C09 DRAINAGE PLAN

C10 DRAINAGE PLAN

C11 PAVEMENT MARKING PLAN

C12 PAVEMENT MARKING PLAN

C13 PAVEMENT MARKING PLAN

C14 PAVEMENT MARKING DETAILS

C15 TAXIWAY RPM LAYOUT PLAN

C16 TAXIWAY RPM LAYOUT PLAN

C17 SODDING PLAN

C18 PCC PAVEMENT REHABILITATION PLAN

C19 JOINT SEALING DETAILS

C20 CRACK AND SPALL REPAIR DETAILS

E01 SIGNAGE DEMOLITION PLAN

E02 SIGNAGE DEMOLITION PLAN

E03 SIGNAGE PLAN

E04 SIGNAGE TABLE & DETAILS

G01 COVER SHEET

G02 INDEX OF DRAWINGS

G03 SUMMARY OF QUANTITIES

G04 CONTRACT LAYOUT PLAN

G05 GENERAL NOTES & SECURITY NOTES

G06 SAFETY NOTES

G07 IMAGINARY SURFACES PLAN

G08 MISCELLANEOUS DETAILS

G09 EROSION CONTROL PLAN

G10 EROSION CONTROL NOTES

G11 EROSION CONTROL DETAILS

G13 SOIL BORING PROFILES

G14 EXISTING CONDITIONS LEGEND

SHEET NO. DESCRIPTION SHEET NO. DESCRIPTION

G02

INDEX OF

DRAWINGS

CIVILGENERAL

G12 BORING & CORING LOCATION PLAN

TAXIWAY "D"

EXTENSION

JOB NO.: DRAWN:

DATE:

AHC

FEB 2016

SHEET NO.

BY

SHEET TITLE:

PROJECT NAME:

DA

TE

3900 DON EMERSON DRIVE

GZ

GW

1000 LEGION PLACE, SUITE 1285

ORLANDO, FLORIDA 32801

CERTIFICATE OF AUTHORIZATION #29728

REGIONAL AIRPORTLINDERLAKELAND

SUITE 210

LAKELAND, FLORIDA 33811

14050.26

DESIGN:

CHECKED:

ENGINEER OF RECORD:

NO

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G18 PHASING PLAN (PHASE 1)

G19 PHASING PLAN (PHASE 2)

G17 PHASING PLAN NOTES

G15 EXISTING CONDITIONS PLAN

G16 EXISTING CONDITIONS PLAN

G20 PHASING PLAN (PHASE 3)

AIRFIELD SIGNAGE

G03

SUMMARY OF

QUANTITIES

TAXIWAY "D"

EXTENSION

JOB NO.: DRAWN:

DATE:

AHC

FEB 2016

SHEET NO.

BY

SHEET TITLE:

PROJECT NAME:

DA

TE

3900 DON EMERSON DRIVE

GZ

GW

1000 LEGION PLACE, SUITE 1285

ORLANDO, FLORIDA 32801

CERTIFICATE OF AUTHORIZATION #29728

REGIONAL AIRPORTLINDERLAKELAND

SUITE 210

LAKELAND, FLORIDA 33811

14050.26

DESIGN:

CHECKED:

ENGINEER OF RECORD:

NO

.D

ES

CR

IP

TIO

N

FL PE #58224

GUNTHER B. ZURSTADT

AH

C02/04/16

IS

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AutoCAD SHX Text

ROCKY ROAD

GENERAL NOTES

1. HAUL ROUTES - LOCATION OF HAUL ROUTES ON THE AIRPORT SITE SHALL BE AS SPECIFIED

ON THE PLANS OR AS APPROVED BY THE ENGINEER. 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 MAINTAINED BY THE CONTRACTOR

AND SHALL BE RESTORED TO THEIR ORIGINAL CONDITION UPON COMPLETION OF PROJECT.

THE BEFORE AND AFTER CONDITION OF ON-SITE HAUL ROUTES SHALL BE JOINTLY

INSPECTED AND DETERMINED BY THE CONTRACTOR AND THE ENGINEER. FENCING,

DRAINAGE, GRADING AND OTHER MISCELLANEOUS CONSTRUCTION REQUIRED TO

CONSTRUCT TEMPORARY HAUL ROUTES OR ACCESS POINTS ON THE AIRPORT WILL BE THE

CONTRACTOR'S RESPONSIBILITY AND SHALL BE APPROVED BY THE ENGINEER PRIOR TO

THE WORK. THE COST OF HAUL ROUTES AND MAINTENANCE OF HAUL ROUTES SHALL BE

CONSIDERED INCIDENTAL TO THE CONTRACT.

2. SAFETY AND SECURITY - THE CONTRACTOR SHALL CONDUCT HIS ACTIVITIES IN A SAFE AND

SECURE MANNER AS SPECIFIED IN THE "CONTRACTOR'S SAFETY AND SECURITY

REQUIREMENTS" STIPULATED IN THE CONTRACT SPECIAL PROVISIONS.

3. UNSUITABLE WASTE DISPOSAL - ALL UNSUITABLE CLAYEY MATERIAL OR EXCESS LIME ROCK

BASE COURSE MATERIAL (AS DETERMINED BY THE ENGINEER) EXCAVATED AND/OR

REMOVED UNDER THIS PROJECT SHALL BE DISPOSED OF OFF AIRPORT PROPERTY. ALL

PERMITS, LICENSES OR OTHER APPROVALS REQUIRED TO DISPOSE OF THE WASTE

MATERIALS OFF AIRPORT PROPERTY SHALL BE OBTAINED BY THE CONTRACTOR AT NO

ADDITIONAL COST TO THE OWNER.

4. SUITABLE MATERIALS THAT ARE HAULED TO THE MATERIAL STOCKPILE AREA SHALL BE

SEGREGATED BY TYPE (I.E. CONCRETE RUBBLE SHALL BE DUMPED IN A DISTINCT AREA AND

NOT MIXED WITH LIMEROCK OR OTHER SOILS THAT ARE BEING HAULED TO THE MATERIAL

STOCKPILE AREA). THE CONTRACTOR AND ENGINEER SHALL JOINTLY ESTABLISH

DESIGNATED AREAS FOR EACH TYPE OF MATERIAL THAT IS BEING MOVED TO THE MATERIAL

STOCKPILE AREA. THE CONTRACTOR SHALL MAINTAIN NEAT AND CLEAR ACCESS PATHS TO

THE STOCKPILED MATERIALS AT ALL TIMES. STOCKPILES SHALL BE PUSHED UP AND

CONSOLIDATED TO MINIMIZE THE GROUND AREA THAT IS CONSUMED BY EACH MATERIAL

TYPE. THE AREAS SURROUNDING THE STOCKPILES SHALL BE GRADED TO ESTABLISH

POSITIVE DRAINAGE FLOW IN A MANNER THAT AVOIDS THE PONDING OF STORM WATER.

5. CONTRACTOR UTILITIES - THE CONTRACTOR'S STAGING AREAS ARE SHOWN IN THESE

DRAWINGS. THE CONTRACTOR SHALL MAKE PROVISIONS FOR THE USE OF UTILITIES AS

SPECIFIED IN THE SPECIAL PROVISIONS.

6. EXISTING FACILITIES - EXISTING FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN

PLOTTED FROM SURVEYS AND BEST AVAILABLE INFORMATION. LOCATIONS MUST BE

CONSIDERED APPROXIMATE ONLY, VERIFICATION OF THESE ITEMS WILL BE THE

RESPONSIBILITY OF THE CONTRACTOR PRIOR TO BEGINNING RELATED WORK. ANY DAMAGE

TO EXISTING SERVICES SHALL BE REPAIRED IMMEDIATELY PRIOR TO PROCEEDING WITH

ANY WORK. THE OWNER WILL MARK THE LOCATIONS OF EXISTING AIRFIELD CIRCUITRY IN

THE FIELD PRIOR TO CONSTRUCTION.

7. EXISTING AIRFIELD LIGHTING SYSTEM - INTERRUPTION TO EXISTING AIRFIELD LIGHTING

SYSTEMS, IF NECESSARY, SHALL BE LIMITED TO DAYLIGHT HOURS ONLY AND IN

ACCORDANCE WITH THE SPECIAL PROVISIONS.

8. CONTRACTOR'S STAGING AREA - CONTRACTOR'S STAGING AREAS ARE SHOWN IN THESE

DRAWINGS. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR'S STAGING AREAS

SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS. UNPAVED STAGING AREAS SHALL

ALSO BE HYDRO-SEEDED AS PART OF RESTORATION.

9. CONTRACTOR WILL HAVE ACCESS TO WATER AT FIRE HYDRANT LOCATED NEARBY TO GATE

44. COORDINATE USAGE WITH CITY OF LAKELAND UTILITY DEPARTMENT.

10. CONTRACTOR SHALL SUPPLY A FLAGMAN AT THE INTERSECTION OF ACTIVE ROADWAYS

AND CONSTRUCTION HAUL ROUTES (AT ALL TIMES) WHEN TRUCKS AND/OR CONTRACTOR

VEHICLES ARE OPERATING IN THESE AREAS. THE CONTRACTOR SHALL ALSO PROVIDE A

SWEEPER AT THESE LOCATIONS (AT ALL TIMES) WHEN TRUCKS AND/OR CONTRACTOR

VEHICLES ARE OPERATING.

11. CONTRACTOR SHALL FURNISH AND INSTALL A PROJECT SIGN PRIOR TO START OF

CONSTRUCTION, (SEE MISCELLANEOUS DETAILS SHEET).

12. IF REQUIRED BY THE ENGINEER, CONTRACTOR SHALL COORDINATE WORK ACTIVITIES WITH

OTHER CONTRACTORS DURING THE COURSE OF THIS PROJECT. THE INTENT IS TO MINIMIZE,

TO THE EXTENT POSSIBLE, WORK CONFLICTS WHICH MAY ARISE.

13. CONTRACTOR SHALL SUBMIT A MAINTENANCE OF TRAFFIC PLAN FOR APPROVAL PRIOR TO

CONSTRUCTION.

14. THE CONTRACTOR SHALL CONTACT SUNSHINE STATE ONE CALL OF FLORIDA (SSOCOF) AT

BY DIALING 811 AT LEAST TWO (2) FULL BUSINESS DAYS PRIOR TO DIGGING OR DISTURBING

EARTH. AS NOT ALL UTILITIES PARTICIPATE IN THIS PROGRAM, THE CONTRACTOR SHALL

CONTACT ALL NON-PARTICIPATING UTILITIES SEPARATELY FOR FIELD LOCATION OF THEIR

FACILITIES AT LEAST TWO (2) FULL BUSINESS DAYS PRIOR TO DIGGING OR DISTURBING

EARTH.

SECURITY

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

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

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

OFFICER SHALL REPRESENT THE CONTRACTOR ON THE SECURITY REQUIREMENTS OF THE

CONTRACT.

2. CONSTRUCTION SECURITY COMMITTEE - A COMMITTEE SHALL BE ESTABLISHED

CONCURRENT WITH THE LIFE OF THIS CONTRACT TO MONITOR, COORDINATE SECURITY

PROVISIONS, ADOPT NEW SECURITY PROVISIONS IF REQUIRED AND REVIEW AND APPROVE

ALL MATTERS OF AIRPORT SECURITY RELATING TO THIS CONTRACT. MEETINGS SHALL BE

SCHEDULED BY THE ENGINEER. COMMITTEE MEMBERSHIP SHALL INCLUDE THE

"CONTRACTOR SECURITY OFFICERS", ENGINEER AND AIRPORT OPERATIONS.

3. CONTRACTOR PERSONNEL SECURITY ORIENTATION - THE CONTRACTOR SECURITY OFFICER

SHALL BE RESPONSIBLE FOR BRIEFING ALL CONTRACTOR AND SUBCONTRACTOR

PERSONNEL ON THESE REQUIREMENTS AND, FROM TIME TO TIME, OTHER SECURITY

PROVISIONS ADOPTED BY THE CONSTRUCTION SECURITY COMMITTEE. ALL NEW

CONTRACTOR EMPLOYEES SHALL BE BRIEFED ON THESE REQUIREMENTS PRIOR TO

WORKING IN THE CONSTRUCTION AREA.

4. ACCESS TO THE SITE - CONTRACTOR'S ACCESS TO THE SITE SHALL BE AS SHOWN ON THE

PLANS OR AS DIRECTED BY THE ENGINEER. 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 ENGINEER. THE CONTRACTOR SHALL SPECIFICALLY PREVENT TRACKING

OF TACK COAT ON FINISHED RUNWAYS, TAXIWAYS, APRONS AND ROADS.

5. MATERIALS DELIVERY TO THE SITE - ALL CONTRACTOR'S MATERIAL ORDERS FOR DELIVERY

TO THE SITE WILL USE THE ACCESS POINTS AS INDICATED ON THE CONTRACT LAYOUT

PLAN. THE CONTRACTOR SHALL PROVIDE ADEQUATE ROADWAY SIGNS TO DIRECT

DELIVERIES. THIS WILL PRECLUDE DELIVERY TRUCKS FROM ENTERING INTO THE AIRPORT

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

OPERATIONS AREAS INADVERTENTLY.

6. 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 ENGINEER. 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.

7. 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. THE CONTRACTOR SECURITY OFFICER

WILL REQUIRE EACH VEHICLE TO DISPLAY A LARGE COMPANY SIGN (WITH NOT LESS THAN 6"

LETTERING) ON BOTH SIDES OF VEHICLE AND ADVISE AIRPORT OPERATIONS, AND FLAGMEN

THROUGH THE ENGINEER. THE CONTRACTOR SHALL PROVIDE A CURRENT LISTING OF

VEHICLES AND COMPANIES AUTHORIZED TO ENTER AND CONDUCT WORK ON THE AIRPORT.

CONTRACTOR EMPLOYEE PERSONAL VEHICLES SHALL BE RESTRICTED TO THE

CONTRACTOR'S STAGING AREA OR CONTRACTOR EMPLOYEE PARKING AREA AND ARE NOT

ALLOWED ON THE AIRFIELD AT ANY TIME.

8. GROUND CONTROL - ALL CONTRACTOR VEHICLES THAT ARE REQUIRED TO CROSS ACTIVE

RUNWAYS, TAXIWAYS AND APPROACH CLEAR ZONES SHALL DO SO UNDER THE DIRECT

CONTROL OF A FLAGMAN IN RADIO CONTACT WITH THE AIRPORT GROUND CONTROLLER.

THE FLAGMAN SHALL BE BADGED, TRAINED AND INSTRUCTED BY AIRPORT OPERATIONS IN

THE REGULATIONS GOVERNING OPERATIONS ON THE AOA AND THE RADIO PROCEDURES AT

THE AIRPORT. THE FLAGMAN SHALL REMAIN WITH HIS/HER COMPANY VEHICLE AT ALL

TIMES. THE FLAGMEN AND RADIOS SHALL BE FURNISHED BY THE CONTRACTOR. IT SHALL BE

UNDERSTOOD BY THE CONTRACTOR THAT AIRPORT TRAFFIC ON RUNWAYS, TAXIWAYS AND

APRONS SHALL HAVE PRIORITY OVER THE CONTRACTOR'S TRAFFIC

9. IDENTIFICATION - EMPLOYEES - ALL CONTRACTOR EMPLOYEES AND EMPLOYEES OF

APPROVED SUBCONTRACTORS SHALL BE IDENTIFIED BY MEANS OF CONTRACTOR ISSUED

IDENTIFICATION BADGES APPROVED BY THE OWNER AT ALL TIMES WHEN THEY ARE INSIDE

THE AOA. THE AIRPORT ID PROGRAM IS UNDER CONSTANT REVIEW BY THE FAA AND THE

AUTHORITY AND ALL CONTEMPORARY REQUIREMENTS WILL GOVERN. THE CONTRACTOR

SHALL PROVIDE A SINGLE POINT CONTACT FOR ALL IDENTIFICATION AND BADGING

REQUIREMENTS. THE CONTRACTOR SHALL ASSIGN THE CONTRACTOR SAFETY OFFICER

DESCRIBED ABOVE AS THE SINGLE POINT CONTACT FOR ALL IDENTIFICATION AND BADGING

REQUIREMENTS.

10. CONTINUING REQUIREMENTS FOR BADGING - ALL OTHER REQUIREMENTS OF THE AIRPORTS

WRITTEN POLICY ON AIRPORT CONSTRUCTION IDENTIFICATION BADGING SHALL BE

ADHERED TO, INCLUDING ANY APPLICABLE UPDATES OR CHANGES WHICH BECOME

EFFECTIVE DURING THE COURSE OF THE PROJECT.

11. THE CONTRACTOR SHALL INSTALL A 3'x3' SIGN AT THE CONSTRUCTION SITE ENTRANCE

GATE THAT SAYS: "THIS AREA IS A DESIGNATED CONSTRUCTION SITE AND ANYONE WHO

TRESPASSES ON THIS PROPERTY COMMITS A FELONY." ADDITIONAL SIGNAGE SIMILAR TO

SIGN SHOWN ON SHEET G11 MAY BE REQUIRED BY THE OWNER AND SHALL BE INSTALLED

AND MAINTAINED BY THE CONTRACTOR.

12. THE CONTRACTOR MUST PROVIDE LAL OPERATIONS DEPARTMENT WITH A LIST OF ALL

EMPLOYEES AND CORRESPONDING ID BADGE NUMBERS. A WEEKLY UPDATED LIST SHALL

BE PROVIDED TO LAL OPERATIONS EVERY MONDAY UNTIL THE CONTRACT IS COMPLETE.

13. THE CONTRACTOR SHALL PROVIDE A GATE GUARD WHO IS BADGED AND WHO HAS A

CELLULAR PHONE AT THE PROPOSED ACCESS GATES AT ALL TIMES WHILE THE GATES ARE

BEING USED.

14. CONTRACTOR SHALL PROVIDE A 24-HOUR EMERGENCY CONTACT LIST FOR ALL

SUB-CONTRACTORS THROUGHOUT CONSTRUCTION.

15. CONTRACTOR WILL PROVIDE A DAILY LOG OF ALL EMPLOYEES WORKING ON THE PROJECT

INCLUDING SUB-CONTRACTORS. THIS LOG SHALL PROVIDE THE DATE, EMPLOYEES NAME

AND EMPLOYEES COMPANY FOR ALL INDIVIDUALS WORKING ON THIS PROJECT FOR THAT

DAY.

G05

GENERAL NOTES &

SECURITY NOTES

TAXIWAY "D"

EXTENSION

JOB NO.: DRAWN:

DATE:

AHC

FEB 2016

SHEET NO.

BY

SHEET TITLE:

PROJECT NAME:

DA

TE

3900 DON EMERSON DRIVE

GZ

GW

1000 LEGION PLACE, SUITE 1285

ORLANDO, FLORIDA 32801

CERTIFICATE OF AUTHORIZATION #29728

REGIONAL AIRPORTLINDERLAKELAND

SUITE 210

LAKELAND, FLORIDA 33811

14050.26

DESIGN:

CHECKED:

ENGINEER OF RECORD:

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GUNTHER B. ZURSTADT

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SAFETY NOTES

PRIMARY SURFACE

N.T.S.

RUNWAY 9-27 TYPICAL SECTION

FAR PART 77 IMAGINARY SURFACES

1000'

ESTABLISHED AIRPORT

ELEV= 142

150'

7

1

PRIMARY SURFACE (PS)

TRANSITIONAL SURFACE

7

1

OBJECT FREE AREA (OFA). AN AREA ON THE GROUND CENTERED ON THE RUNWAY,

TAXIWAY, OR TAXILANE CENTERLINE PROVIDED TO ENHANCE SAFETY OF AIRCRAFT

OPERATIONS BY HAVING THE AREA FREE OF OBJECTS EXCEPT FOR THOSE OBJECTS

THAT NEED TO BE LOCATED IN THE OFA FOR AIR NAVIGATION OR AIRCRAFT GROUND

MANEUVERING PURPOSES.

OBSTACLE-FREE ZONE (OFZ). THE AIRSPACE BELOW 150 FEET (45M) ABOVE THE

ESTABLISHED AIRPORT ELEVATION AND ALONG THE RUNWAY AND EXTENDED RUNWAY

CENTERLINE THAT IS REQUIRED TO BE CLEAR OF ALL OBJECTS, EXCEPT FOR

FRANGIBLE VISUAL NAVAIDS THAT NEED TO BE LOCATED IN THE OFZ BECAUSE OF

THEIR FUNCTION, IN ORDER TO PROVIDE CLEARANCE PROTECTION FOR AIRCRAFT

LANDING OR TAKING OFF FROM THE RUNWAY AND FOR MISSED APPROACHES.

PART 77 SURFACES. IMAGINARY SURFACES WITH THE PRIMARY SURFACES CENTERED

ALONG THE RUNWAY CENTERLINE PLUS TRANSITIONAL SURFACES THAT LIMIT THE

HEIGHTS OF OBSTRUCTIONS, INCLUDING CONSTRUCTION EQUIPMENT.

RUNWAY PROTECTION ZONE (RPZ). AN AREA OFF THE RUNWAY END TO ENHANCE THE

PROTECTION OF PEOPLE AND PROPERTY ON THE GROUND.

DEFINITIONS:

RUNWAY SAFETY AREA (RSA). A DEFINED SURFACE SURROUNDING THE RUNWAY

PREPARED OR SUITABLE FOR REDUCING THE RISK OF DAMAGE TO AIRPLANES IN THE

EVENT OF AN UNDERSHOOT, OVERSHOOT OR EXCURSION FROM THE RUNWAY.

TAXIWAY SAFETY AREA (TSA). A DEFINED SURFACE ALONGSIDE THE TAXIWAY

PREPARED OR SUITABLE FOR REDUCING THE RISK OF DAMAGE TO AN AIRPLANE

UNINTENTIONALLY DEPARTING THE TAXIWAY.

THRESHOLD. THE BEGINNING OF THAT PORTION OF THE RUNWAY AVAILABLE FOR

LANDING. IN SOME INSTANCES, THE LANDING THRESHOLD MAY BE DISPLACED.

HORIZONTAL SURFACE ELEV. (283')

ACCESS/EGRESS TO/FROM THE JOB SITE WILL BE AS SHOWN IN THE DRAWINGS. USE OF ANY OTHER

GATE MUST BE APPROVED BY AIRPORT OPERATIONS AND AIRPORT SECURITY. THE CONTRACTOR WILL

BE RESPONSIBLE FOR GUARDING ANY GATE USED FOR ACCESS IN ACCORDANCE WITH THE "AIRPORT

SECURITY PLAN".

ALL VEHICLE OPERATORS HAVING ACCESS TO THE MOVEMENT AREA MUST BE FAMILIAR WITH AIRPORT

PROCEDURES FOR THE OPERATION OF GROUND VEHICLES AND THE CONSEQUENCES OF

NONCOMPLIANCE. THE CONTRACTOR SHALL COORDINATE WITH THE AIRPORT FOR APPROPRIATE DRIVER

TRAINING AND BADGING.

THE CONTRACTOR SHALL 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 (ILS) COMPONENTS.

OPEN-FLAME WELDING OR TORCH CUTTING OPERATIONS ARE PROHIBITED UNLESS

ADEQUATE FIRE SAFETY PRECAUTIONS ARE PROVIDED AND THESE OPERATIONS HAVE BEEN APPROVED

BY THE AIRPORT. A PERMIT IS REQUIRED FOR THESE ACTIVITIES. A PERMIT IS ALSO REQUIRED FOR

INTERFERENCE OR USE OF ANY LIFE-SAFETY SYSTEM, E.G. FIRE HYDRANTS.

OPEN TRENCHES, EXCAVATIONS AND STOCKPILED MATERIALS SHALL BE PROMINENTLY MARKED. THESE

OBSTACLES SHALL BE PROMINENTLY LIGHTED DURING HOURS OF RESTRICTED VISIBILITY AND

DARKNESS.

VEHICLES LOCATED IN OR CROSSING AN ACTIVE MOVEMENT AREA MUST HAVE A WORKING RADIO

CAPABLE OF CONTACTING GROUND CONTROL (121.4 ) OR UNICOM (122.95) AND A WORKING CELL PHONE

IN CONTACT WITH AIRPORT OPERATIONS (863.834.3298) OR BE CONTROLLED BY CONSTRUCTION

FLAGGERS. 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.

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 ENGINEER MAY DIRECT THAT DEBRIS PROBLEMS

DURING CONSTRUCTION, NOT CORRECTED BY THE CONTRACTOR, BE CORRECTED BY OTHERS AT THE

EXPENSE OF THE CONTRACTOR. ACTIVE RUNWAYS AND TAXIWAYS SHALL BE FREE OF ALL DEBRIS AT

ALL TIMES. CONTRACTOR SHALL PROVIDE APPROVED PAVEMENT CLEANING EQUIPMENT AND

OPERATORS TO IMMEDIATELY REMOVE ANY DEBRIS, WASTE OR LOOSE MATERIALS.

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 SPECIAL PROVISIONS FOR ADDITIONAL REQUIREMENTS). STOCKPILING OF MATERIALS

SHALL NOT BE PERMITTED WITHIN 250' OF ACTIVE RUNWAY CENTERLINE OR 100' OF ACTIVE TAXIWAY

EDGE OF PAVEMENT.

ALL ACCIDENTS CAUSING PERSONAL INJURY OR PROPERTY DAMAGE SHALL BE REPORTED TO THE

OWNER IMMEDIATELY. THE CONTRACTOR SHALL PROVIDE, AT THE SITE, SUCH EQUIPMENT AND MEDICAL

FACILITIES AS ARE NECESSARY TO SUPPLY FIRST AID SERVICE TO ANYONE WHO MAY BE INJURED IN

CONNECTION WITH THE PERFORMANCE OF THE WORK, WHETHER ON OR ADJACENT TO THE SITE. IN

ADDITION, IF DEATH OR SERIOUS INJURIES OR SERIOUS DAMAGES ARE CAUSED, THE ACCIDENT SHALL BE

REPORTED IMMEDIATELY BY CALLING 911.

ANY PERSON FOUND WITHIN ANY SECURITY RESTRICTED AREA WITHOUT PROPER IDENTIFICATION SHALL

BE IN VIOLATION OF FEDERAL LAW AND THE AIRPORT RULES AND REGULATIONS. ALL SUCH PERSONS

SHALL BE ESCORTED OFF THE AOA AND MAY BE CITED BY AIRPORT SECURITY. IN ADDITION, THE PERSON

MAY HAVE THEIR IDENTIFICATION BADGE REVOKED.

SAFETY NOTES

THROUGHOUT THE CONSTRUCTION PROJECT, THE FOLLOWING SAFETY AND OPERATIONAL PRACTICES

SHALL BE OBSERVED:

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

EMPLOYEES WITH THE AIRPORT 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 SPECIFIED

2. THE CONTRACTOR SHALL PERFORM ONSITE INSPECTIONS THROUGHOUT THE DURATION OF THE

PROJECT, WITH IMMEDIATE REMEDY OF ANY DEFICIENCIES, WHETHER CAUSED BY NEGLIGENCE,

OVERSIGHT OR PROJECT SCOPE CHANGE.

3. DURING PERFORMANCE OF THIS CONTRACT, THE AIRPORT RUNWAYS, TAXIWAYS AND AIRCRAFT

PARKING APRONS SHALL REMAIN IN USE BY AIRCRAFT TO THE MAXIMUM EXTENT POSSIBLE.

4. AIRCRAFT USE OF AREAS NEAR THE CONTRACTOR'S WORK WILL BE CONTROLLED TO MINIMIZE

DISTURBANCE TO THE CONTRACTOR'S OPERATION. THE CONTRACTOR SHALL YIELD TO ALL

AIRCRAFT.

5. THE CONTRACTOR SHALL NOT ALLOW HIS/HER EMPLOYEES, SUBCONTRACTORS, SUPPLIERS OR ANY

PERSON OVER WHOM HE/SHE HAS CONTROL TO ENTER OR REMAIN IN ANY PART OF THE AIRPORT

WHICH WOULD BE HAZARDOUS TO PERSONS OR TO AIRCRAFT OPERATIONS.

6. THE AIRPORT OPERATOR OR OTHER AUTHORIZED REPRESENTATIVE MAY ORDER THE CONTRACTOR

TO SUSPEND OPERATIONS THAT ARE IN CONFLICT WITH AIRCRAFT OPERATIONS IN AREAS OF

TEMPORARY CLOSURES OR IN CONDITIONS OF LOW VISIBILITY. PERSONNEL, EQUIPMENT AND

MATERIALS MUST BE MOVED TO A SAFE LOCATION AND STAND BY UNTIL USE BY AIRCRAFT IS

COMPLETED.

7. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL, THROUGH THE

AIRPORT OPERATIONS GROUP, GIVE NOTICE USING THE NOTICE TO AIRMAN (NOTAM) SYSTEM OF

PROPOSED LOCATION TIME AND DATE OF COMMENCEMENT OF CONSTRUCTION AND SHALL VERIFY

THAT THE APPROPRIATE NOTAM HAS BEEN ISSUED. UPON COMPLETION OF WORK AND RETURN OF

ALL SUCH AREAS TO STANDARD CONDITIONS, THE CONTRACTOR MUST, THROUGH AIRPORT

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

THROUGHOUT THE DURATION OF THE CONSTRUCTION PROJECT THE CONTRACTOR SHALL:

A. BE AWARE OF AND UNDERSTAND THE SAFETY PROBLEMS AND HAZARDS DESCRIBED IN

AC150/5370-2F,"OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION".

B. CONDUCT ACTIVITIES SO AS NOT TO VIOLATE ANY SAFETY STANDARDS CONTAINED IN AC

150/5370-2F, "OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION" OR ANY OF THE

REFERENCES THEREIN.

C. EXCAVATIONS - OPEN TRENCHES OR EXCAVATIONS ARE NOT PERMITTED WITHIN THE RSA WHILE

THE RUNWAY IS OPEN. IF POSSIBLE, BACKFILL TRENCHES BEFORE THE RUNWAY IS OPENED. IF

THE RUNWAY MUST BE OPENED BEFORE EXCAVATIONS ARE BACKFILLED, COVER THE

EXCAVATIONS APPROPRIATELY. COVERING FOR OPEN TRENCHES MUST BE DESIGNED TO

ALLOW THE SAFE OPERATION OF THE HEAVIEST AIRCRAFT OPERATING ON THE RUNWAY

ACROSS THE TRENCH WITHOUT DAMAGE TO THE AIRCRAFT.

D. BE AWARE OF AND UNDERSTAND FAA AC 150/5210-5D, "PAINTING, MARKING AND LIGHTING OF

VEHICLES USED ON AN AIRPORT".

E. BE AWARE OF AND UNDERSTAND FAA AC 150/5210-24 "AIRPORT FOREIGN OBJECT DEBRIS (FOD)

MANAGEMENT".

F. BE AWARE OF AND UNDERSTAND FAA AC 150/5200-18C "AIRPORT SAFETY SELF-INSPECTION.

G. INSPECT ALL CONSTRUCTION AND STORAGE AREAS AS OFTEN AS NECESSARY TO BE AWARE OF

CONDITIONS.

H. PROMPTLY TAKE ALL ACTIONS NECESSARY TO PREVENT OR REMEDY ANY UNSAFE OR

POTENTIALLY UNSAFE CONDITIONS AS SOON AS THEY ARE DISCOVERED.

8. UNLESS THE RUNWAY OR TAXIWAY IS CLOSED, CONSTRUCTION ACTIVITY SHALL BE LIMITED TO

OUTSIDE OF THE RUNWAY OFZ OR THE TAXIWAY SAFETY AREA AS SHOWN ON THE CONSTRUCTION

PHASING AND SAFETY PLANS. CONSTRUCTION ACTIVITY WITHIN THE RUNWAY OFZ OR TAXIWAY

SAFETY AREA IS NOT PERMISSIBLE WHEN THE TAXIWAY IS OPEN TO AIRCRAFT TRAFFIC.

9. CONTRACTOR SHALL COMPLY WITH THE CONSTRUCTION SAFETY PHASING PLAN (CSPP) ASSOCIATED

WITH THIS PROJECT AND ENSURE THAT CONSTRUCTION PERSONNEL ARE FAMILIAR WITH SAFETY

PROCEDURES AND REGULATIONS ON THE AIRPORT.

10. CONTRACTOR SHALL PROVIDE A 24/7 POINT OF CONTACT WHO WILL COORDINATE AN IMMEDIATE

RESPONSE TO CORRECT ANY CONSTRUCTION RELATED ACTIVITY THAT MAY ADVERSELY AFFECT

THE OPERATIONAL SAFETY OF THE AIRPORT.

11. CONTRACTOR SHALL PROVIDE A SAFETY OFFICER/CONSTRUCTION INSPECTOR FAMILIAR WITH

AIRPORT SAFETY TO MONITOR CONSTRUCTION ACTIVITIES.

12. PRIOR TO WORKING INSIDE RUNWAY OFZ, THE CONTRACTOR SHALL SUBMIT A "TSA/RSA SAFETY

PLAN" DEPICTING THE DETAILS OF HIS PROPOSED PROCEDURES FOR THAT PARTICULAR AREA OF

WORK.

16.

17.

18.

19.

20.

21.

22.

23.

24.

25.

WHEN ANY VEHICLE MUST TRAVEL OVER ANY PORTION OF AN AIRCRAFT MOVEMENT AREA, IT MUST BE

CONTROLLED BY CONSTRUCTION FLAGGERS AS SHOWN ON PHASING PLANS AND PROPERLY IDENTIFIED.

TO OPERATE IN THOSE AREAS DURING DAYLIGHT HOURS, THE VEHICLE MUST HAVE A 3' SQUARE

WHITE/ORANGE CHECKERED FLAG OR ROTATING 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 AMBER LIGHT.

IN ADDITION, VEHICLES SHALL DISPLAY IDENTIFICATION MEDIA, AS SPECIFIED IN THE AIRPORTS SECURITY

PLAN.

EMPLOYEE PARKING SHALL BE PROVIDED AS SHOWN IN THE DRAWINGS.

13.

14.

15.

C/L RUNWAY 9-27

PRIMARY SURFACE

N.T.S.

RUNWAY 5-23 TYPICAL SECTION

FAR PART 77 IMAGINARY SURFACES

500'

ESTABLISHED AIRPORT

ELEV= 142

150'

7

1

PRIMARY SURFACE (PS)

TRANSITIONAL SURFACE

7

1

HORIZONTAL SURFACE ELEV. (291')

C/L RUNWAY 5-23

TAXIWAY "D"

EXTENSION

JOB NO.: DRAWN:

DATE:

AHC

FEB 2016

SHEET NO.

BY

SHEET TITLE:

PROJECT NAME:

DA

TE

3900 DON EMERSON DRIVE

GZ

GW

1000 LEGION PLACE, SUITE 1285

ORLANDO, FLORIDA 32801

CERTIFICATE OF AUTHORIZATION #29728

REGIONAL AIRPORTLINDERLAKELAND

SUITE 210

LAKELAND, FLORIDA 33811

14050.26

DESIGN:

CHECKED:

ENGINEER OF RECORD:

NO

.D

ES

CR

IP

TIO

N

FL PE #58224

GUNTHER B. ZURSTADT

AH

C0

2/0

4/1

6IS

SU

ED

F

OR

B

ID

1

NO OBJECT SHALL PENETRATE

PART 77 IMAGINARY SURFACES (TYP)

5

B

1

9

-

2

7

2

3

B

2

2B

2

A

1 3A

3

B

2

A

1 3A

3

B

2

A

1 3A

3

B

2B

4

2B

44

A

P

P

R

O

A

C

H

S

U

R

F

A

C

E

S

L

O

P

E

3

4

:

1

A

P

P

R

O

A

C

H

S

U

R

F

A

C

E

S

L

O

P

E

3

4

:

1

APPROACH

SURFACE

SLOPE 50:1

APPROACH

SURFACE

SLOPE 34:1

WEST PIPKIN RD.

ME

DU

LL

A R

D.

AIRCRAFT DRIVE

DRANE FIELD RD.

AIR

SID

E C

EN

TE

R D

R.

AIRSIDE CENTER DR.

PROJECT AREA

15

0

14

1.6

15

0

13

1.7

1

2

9

.

9

1

4

1

.

0

1

5

0

1

5

0

2

0

0

2

5

0

1

5

0

2

0

0

2

5

0

3

0

0

3

5

0

4

0

0

150

200

250

300

350

400

150

200

250

300

350

400

34:1 A

PP

R

O

AC

H

S

U

R

FA

C

E

3

4

:

1

A

P

P

R

O

A

C

H

S

U

R

F

A

C

E

50:1 A

P

P

R

O

A

C

H

S

U

R

F

A

C

E

5

0

:

1

A

P

P

R

O

A

C

H

S

U

R

F

A

C

E

7:1 TRANSITIONAL SURFACE

7:1 TRANSITIONAL SURFACE

7

:

1

T

R

A

N

S

I

T

I

O

N

A

L

S

U

R

F

A

C

E

7:1 TRANSITIONAL SURFACE

NO OBJECT SHALL PENETRATE

PART 77 IMAGINARY SURFACES (TYP)

R

S

A

R

S

A

R

S

A

R

S

A

R

S

A

R

S

A

R

S

A

R

S

A

R

S

A

R

S

A

R

S

A

R

S

A

RSARSARSARSARSARSARSARSA

RSARSARSARSARSARSARSARSA RSARSA

RSARSARSA

OFAOFAOFAOFAOFAOFAOFA

O

F

A

O

F

A

O

F

A

O

F

A

O

F

A

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F

A

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F

A

O

F

A

O

F

A

OFAOFAOFAOFAOFAOFAOFAOFA

OFAOFAOFA

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1000.00'

PR

IM

AR

Y S

UR

FA

CE

500.0'

GR

OU

P IV

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SA

5

0

0

.

0

'

P

R

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A

R

Y

S

U

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F

A

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E

5

0

0

.

0

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G

R

O

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P

I

V

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S

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800.0'

GR

OU

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8

0

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.

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G

R

O

U

P

I

V

R

/

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F

A

G07

IMAGINARY SURFACES

PLAN

GRAPHIC SCALE IN FEET

800'400'0

LEGEND

WORK AREA BOUNDARY

ACCESS / HAUL ROUTE

280PART 77 IMAGINARY

CONTOUR

TAXIWAY "D"

EXTENSION

JOB NO.: DRAWN:

DATE:

AHC

FEB 2016

SHEET NO.

BY

SHEET TITLE:

PROJECT NAME:

DA

TE

3900 DON EMERSON DRIVE

GZ

GW

1000 LEGION PLACE, SUITE 1285

ORLANDO, FLORIDA 32801

CERTIFICATE OF AUTHORIZATION #29728

REGIONAL AIRPORTLINDERLAKELAND

KEY MAP

SUITE 210

LAKELAND, FLORIDA 33811

14050.26

DESIGN:

CHECKED:

ENGINEER OF RECORD:

NO

.D

ES

CR

IP

TIO

N

FL PE #58224

GUNTHER B. ZURSTADT

AH

C0

2/0

4/1

6IS

SU

ED

F

OR

B

ID

1

GENERAL CONTRACTOR

POLK COUNTY

LAKELAND, FLORIDA

AIRPORT DIRECTOR

EUGENE B. CONRAD III, C.M.

LAKELAND CITY COMMISSION MEMBERS

MAYOR

COMMISSIONER

COMMISSIONER

COMMISSIONER

COMMISSIONER

COMMISSIONER

COMMISSIONER

1. THIS SIGN SHALL BE CONSTRUCTED IN ACCORDANCE WITH FDOT

INDEX 11200 - STANDARD ROADSIDE SIGN TYPE "A" BREAK-AWAY

PANEL DETAILS. SEE SPECIAL PROVISION 6, SECTION III C.

2. COLOR:

LEGEND- BLACK (NON-REFLECTIVE)

BACKGROUND- WHITE (REFLECTORIZED)

3. AT PROJECT COMPLETION, REMOVE SIGN AND FOUNDATION AND

RESTORE AREAS TO ORIGINAL CONDITION.

4. CONTRACTOR TO CONSTRUCT TWO SIGNS, PLACING ONE AT THE

FRONT ENTRANCE TO THE AIRPORT AND THE SECOND AS DIRECTED

BY THE ENGINEER.

TAXIWAY "D" EXTENSION

FDOT FM NO. XXXXXX-X-XX-XX

CITY OF LAKELAND BID NO. XXXX

PROJECT FUNDED BY: CITY OF LAKELAND

FLORIDA DEPARTMENT OF TRANSPORTATION

NOTES

LOW PROFILE BARRICADE NOTES: (OWNER PROVIDED)

12"x12" FLAG

BRIGHT ORANGE

PROVIDE 12 GA.

WIRE STIFFENER

8' SQUARE

SANDBAG, 25 LB. MIN.

ONE EACH END

RED FLASHING

LIGHTS

AVIATION ORANGE

AVIATION WHITE

WHEN BARRICADE LINE CROSSES

TAXIWAY/TAXILANE LOW PROFILE

BARRICADE SHALL BE CENTERED ON

TAXIWAY/TAXILANE CENTERLINE.

8

'

-

0

"

2. TYPICAL BARRICADE SHALL BE PLACED, ALONG THE LIMITS OF THE PHASES OF WORK, AS SHOWN IN THESE

PLANS TO DELINEATE THE CONTRACTOR'S WORK AREAS AND CLOSED RUNWAYS/TAXIWAYS/TAXILANES.

3. BARRICADE SECTIONS SHALL BE ALL WHITE WITH REFLECTIVE ORANGE MEDIA AS SHOWN ON DETAIL. ALL

INCIDENTAL CONNECTORS, SPACERS, SPLICE PLATES, ETC. SHALL BE PAINTED WHITE.

4. ALL BARRICADES SHALL BE CHECKED VISUALLY FOR SIGNS OF WEAR AND TEAR ON A DAILY BASIS AND

SHALL BE REPAINTED WHEN DEEMED APPROPRIATE BY THE OWNER. ALL LIGHT FIXTURES SHALL BE IN GOOD

WORKING ORDER AND SHALL BE CHECKED BY THE CONTRACTOR ON A DAILY BASIS BEFORE THE

CONTRACTOR CEASES OPERATIONS FOR THE DAY.

5. ALL BARRICADES SHALL BE MOVED AT LEAST ONCE EACH WEEK AND THE CONTRACTOR SHALL SWEEP THE

ACCUMULATED DEBRIS AND REMOVE AND DISPOSE OF THE DEBRIS OFFSITE AT AN APPROVED DISPOSAL

FACILITY. THE BARRICADES SHALL THEN BE REPLACED AT THE APPROPRIATE LOCATION.

6. CAUTION LIGHTS SHALL BE RED IN COLOR AND FLASHING DURING HOURS OF DARKNESS.

8. ALL LOW PROFILE BARRICADES ARE TO BE PLACED AT A MAXIMUM INTERVAL OF TWENTY FIVE FEET (25')

ON CENTER.

9. THE CONTRACTOR MAY SUBSTITUTE AN APPROVED EQUAL LOW PROFILE BARRICADE GENERALLY

CONFORMING TO THE ABOVE DETAILS AND CONFORMING TO THE SPECIFICATIONS WITH APPROVAL OF THE

ENGINEER.

1. MAXIMUM TOTAL HEIGHT OF BARRICADES SHALL NOT BE MORE THAN 18 INCHES

3'

3'

NOTE: ALL VEHICLES SHALL BE

EQUIPPED WITH A FLAG WHILE IN THE

AIR OPERATION AREA.

7. THERE WILL BE NO SEPARATE MEASUREMENT OR DIRECT PAYMENT FOR FURNISHING, MAINTAINING,

RELOCATION OR REMOVAL OF THESE BARRICADES. PRICE FOR BARRICADES SHALL BE INCLUDED IN LUMP

SUM BID PRICE FOR MOBILIZATION.

R. HOWARD WIGGS

JUSTIN TROLLER

PHILLIP WALKER

BILL READ

EDIE YATES

DON SELVAGE

JIM MALLESS

LAKELAND CITY MANAGEMENT

CITY MANAGER

INTERIM DEPUTY CITY MANAGER

TONY DELGADO

BRAD JOHNSON

1LOW PROFILE BARRICADE DETAIL

NTS

2VEHICLE FLAG

NTS

3PROJECT SIGN DETAIL

NTS

LAKELAND LINDER REGIONAL AIRPORT

TAXIWAY CENTERLINE

3

0

'

5

'

1

2

.

5

'

4CLOSED TAXIWAY MARKING

NTS

1. MARKINGS SHALL CONFORM TO FAA AC 150/5340-1L.

2. CONTRACTOR SHALL PROVIDE 3 NEW TAXIWAY CLOSURE

MARKERS WITH 16 - 16" x 16' WOVEN POLYPROPYLENE

SANDBAGS.

3. AIRPORT SHALL RETAIN MARKERS AND SANDBAGS AT

THE END OF THE PROJECT.

NOTES

YELLOW, VINYL COATED

WINDSCREEN MATERIAL

WITH GROMMETS

G08

MISCELLANEOUS

DETAILS

1000 LEGION PLACE., SUITE 1285

ORLANDO, FL 32801

TAXIWAY "D"

EXTENSION

JOB NO.: DRAWN:

DATE:

AHC

FEB 2016

SHEET NO.

BY

SHEET TITLE:

PROJECT NAME:

DA

TE

3900 DON EMERSON DRIVE

GZ

GW

1000 LEGION PLACE, SUITE 1285

ORLANDO, FLORIDA 32801

CERTIFICATE OF AUTHORIZATION #29728

REGIONAL AIRPORTLINDERLAKELAND

SUITE 210

LAKELAND, FLORIDA 33811

14050.26

DESIGN:

CHECKED:

ENGINEER OF RECORD:

NO

.D

ES

CR

IP

TIO

N

FL PE #58224

GUNTHER B. ZURSTADT

AH

C0

2/0

4/1

6IS

SU

ED

F

OR

B

ID

1

BARRICADE

FLIGHT LINE DRIVE

VORTAC

RCO

PAPI

RUNWAY 9-27

TAXIWAY "A"

TAXIWAY "D"

R

U

N

W

A

Y

5

-

2

3

TA

XILA

NE

"F

"

T

A

X

I

W

A

Y

"

A

5

"

TA

XIW

AY

"E

"

TAXIWAY "D"

T

A

X

I

W

A

Y

"

B

"

T

A

X

I

W

A

Y

"

D

"

TAXIWAY "E"

APRON

AIRSIDE CENTERTA

XIW

AY

"E

1"

PAPI

PAPI

T

A

X

I

W

A

Y

"

B

1

"

T

/

W

B

3

TW

Y "A

4"

TYPE III SILT FENCE

AIRSIDE CENTER DRIVE

SOUTHWEST

APRON

TA

XIW

AY

"D

1"

TYPE 2 BARRIER FOR

UNPAVED DITCH

TYPE 2 BARRIER FOR

UNPAVED DITCH

TYPE 2 BARRIER FOR

UNPAVED DITCH

GRAPHIC SCALE IN FEET

400'200'0

G09

EROSION CONTROL

PLAN

TYPE III SILT FENCE

LEGEND

BARRIER FOR UNPAVED

DITCHES

SEE SHEET G10 FOR NOTES AND

SHEET G11 FOR DETAILS.

TAXIWAY "D"

EXTENSION

JOB NO.: DRAWN:

DATE:

AHC

FEB 2016

SHEET NO.

BY

SHEET TITLE:

PROJECT NAME:

DA

TE

3900 DON EMERSON DRIVE

GZ

GW

1000 LEGION PLACE, SUITE 1285

ORLANDO, FLORIDA 32801

CERTIFICATE OF AUTHORIZATION #29728

REGIONAL AIRPORTLINDERLAKELAND

KEY MAP

SUITE 210

LAKELAND, FLORIDA 33811

14050.26

DESIGN:

CHECKED:

ENGINEER OF RECORD:

NO

.D

ES

CR

IP

TIO

N

FL PE #58224

GUNTHER B. ZURSTADT

AH

C0

2/0

4/1

6IS

SU

ED

F

OR

B

ID

1

I. SITE DESCRIPTION

1. NATURE OF CONSTRUCTION ACTIVITY:

TAXIWAY D EXTENSION

2. SEQUENCE OF MAJOR SOLID DISTURBING ACTIVITIES.

THE CONTRACTOR SHALL BE REQUIRED TO PREPARE A SITE SPECIFIC EROSION CONTROL

PLAN ALONG WITH A DETAILED CONSTRUCTION SCHEDULE TO INDICATE DATES OF MAJOR

GRADING ACTIVITIES AND DETERMINE SEQUENCES OF TEMPORARY AND PERMANENT SOIL

DISTURBING ACTIVITIES ON ALL PORTIONS OF THE PROJECT. EROSION CONTROL PLAN

SHALL BE MODIFIED BY CONTRACTOR AS NECESSARY TO ACCOMMODATE PHASING OF

CONSTRUCTION. CONTRACTOR SHALL SUBMIT EROSION CONTROL PLAN TO ENGINEER OF

RECORD FOR APPROVAL PRIOR TO IMPLEMENTATION.

3. GENERAL NOTES:

A. ALL EROSION CONTROL DEVICES FOR EACH PHASE OF WORK ARE TO BE INSTALLED

PRIOR TO BEGINNING WORK ON THAT PHASE.

B. INSTALL SILT FENCE WHERE LISTED IN THE CONTRACTOR'S APPROVED EROSION

CONTROL PLAN FOR PERIMETER CONTROLS BEFORE THE LAND IS DISTURBED.

C. PROVIDE HAY BALES WHERE LISTED IN THE CONTRACTOR'S APPROVED EROSION

CONTROL PLAN FOR DITCH-BLOCKS DURING CONSTRUCTION.

D. PROVIDE ROCK BAGS AT INLET OPENINGS.

E. COVER OR STABILIZE DISTURBED AREAS AS SOON AS POSSIBLE.

F. DO NOT DISTURB AN AREA UNTIL IT IS NECESSARY FOR CONSTRUCTION TO PROCEED.

G. TIME CONSTRUCTION ACTIVITIES TO LIMIT IMPACT FROM SEASONAL CLIMATE CHANGES

OR WEATHER EVENTS.

H. DO NOT REMOVE PERIMETER CONTROLS UNTIL AFTER ALL UPSTREAM AREAS ARE FULLY

STABILIZED AND PERMANENT GRASSING IS ESTABLISHED.

4. SITE DATA:

A. SOILS ON THE SITE CONSIST MOSTLY OF POMONA FINE SANDS, CLASSIFIED AS TYPE B/D,

BY THE U.S SOIL CONSERVATION SERVICE.

B. LOCATED IN SECTION 5, TOWNSHIP 29, RANGE 22E

5. STORMWATER POLLUTION PREVENTION MEASURES IDENTIFIED IN THESE PLANS ARE

SUGGESTIONS FOR THE CONTRACTOR FOR SUBMITTING THE NOTICE OF INTENT FOR THE

NPDES CONSTRUCTION PERMIT. THE CONTRACTOR IS REQUIRED TO USE MEASURES

DEEMED NECESSARY BY THE CERTIFIED STORMWATER INSPECTOR NEEDED TO COMPLY

WITH THE PERMIT.

6. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION

AND WATER POLLUTION SHALL BE MINIMIZED.

II. CONTROLS - EROSION AND SEDIMENT CONTROLS

1. STABILIZATION PRACTICES:

STABILIZATION MEASURES SUCH AS SODDING OR SEEDING OF SIDE SLOPES SHALL BE

INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION

ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED BUT IN NO CASE SHALL THE TIME

BE GREATER THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY TEMPORARILY OR

PERMANENTLY CEASES.

2. STRUCTURAL PRACTICES SHALL BE IN ACCORDANCE WITH FLORIDA DEPARTMENT OF

ENVIRONMENTAL PROTECTION "FLORIDA STORMWATER AND SEDIMENTATION CONTROL

INSPECTOR'S MANUAL", AND SHALL INCLUDE, BUT NOT BE LIMITIED TO:

A. SILT FENCES

B. HAY BALES

C. ROCK BAGS

D. SOIL TRACKING PREVENTION DEVICES AT CONSTRUCTION ENTRANCES/EXITS

3. SILT FENCE LOCATIONS:

A. SILT FENCE SHALL BE USED ALONG THE LENGTH OF THE PROJECT WHERE THE EXISTING

GROUND SLOPES AWAY FROM THE PROJECT LIMITS OR WHERE THERE IS POTENTIAL FOR

SEDIMENT TO BE DIRECTED OFFSITE.

B. STOCKPILE AREAS SHALL INCLUDE SILT FENCE AROUND THE PERIMETER.

C. SILT FENCE SHALL BE USED AROUND ROADWAY INLETS (UNTIL INFRASTRUCTURE

CONSTRUCTION IS COMPLETE) AND DITCH BOTTOM INLETS.

4. HAY BALE LOCATIONS:

GENERALLY HAY BALES SHALL BE INSTALLED AT DITCH BOTTOM INLET LOCATIONS, AND AT

DITCH BLOCKS TO AVOID DOWNSTREAM SILTATION.

5. ROCK BAG LOCATIONS:

GENERALLY, ROCK BAGS SHALL BE INSTALLED FOR THE PURPOSE OF CONTROLLING

SILTATION AT INLETS WHERE ONE CAN NOT DRIVE A STAKE.

6. CONSTRUCTION ENTRANCES/EXITS:

SOIL TRACKING PREVENTION DEVICES (INDEX 106) SHALL BE PROVIDED FOR BOTH ON-SITE

AND OFF-SITE LOCATIONS OF STOCKPILED OR EXCAVATED MATERIAL, INCLUDING POND

SITES. IF IMMEDIATELY ADJACENT TO A PUBLIC ROADWAY. THE ENGINEER SHALL BE

RESPONSIBLE FOR MODIFYING THE SYSTEM OR PROCEDURES AS NEEDED. THE

CONTRACTOR SHALL PROVIDE TRUCK WASHING FACILITY OR OTHER APPROVED METHOD TO

PREVENT DISPOSITION OF MATERIALS ONTO PUBLIC ROADS. IF A TRUCK WASHING FACILITY

IS INSTALLED, WATER WILL BE PROVIDED BY CONTRACTOR AND WASTE RUNOFF FROM THIS

OPERATION SHALL BE CONTAINED BY THE CONTRACTOR.

7. USE WATER MIST, TEMPORARY ENCLOSURES, AND OTHER SUITABLE METHODS TO LIMIT THE

SPREAD OF DUST AND DIRT, DO NOT CREATE HAZARDOUS OR OBJECTIONABLE CONDITIONS

SUCH AS FLOODING, AND POLLUTION, WHEN USING WATER.

III. OTHER CONTROLS

1. WASTE DISPOSAL:

A. THE CONTRACTOR WILL PROVIDE LITTER CONTROL AND COLLECTION WITHIN THE

PROJECT BOUNDARIES DURING CONSTRUCTION ACTIVITIES.

B. ALL FERTILIZER AND CHEMICAL CONTAINERS SHALL BE DISPOSED OF BY THE

CONTRACTOR ACCORDING TO EPA'S STANDARD PRACTICES AS DETAILED BY THE

MANUFACTURER.

C. NO SOLID MATERIALS, INCLUDING BUILDING AND CONSTRUCTION MATERIALS, SHALL

BE DISCHARGED TO WETLAND OR BURIED ON SITE.

D. ALL SANITARY WASTE WILL BE COLLECTED FROM PORTABLE UNITS BY A LICENSED

SANITARY WASTE MANAGEMENT CONTRACTOR AS REQUIRED BY STATE

REGULATIONS.

2. OFF SITE VEHICLE TRACKING - WILL BE CONTROLLED BY THE FOLLOWING METHODS:

A. LOADED HAUL TRUCKS ARE TO BE COVERED BY A TARPAULIN AT ALL TIMES.

B. EXCESS DIRT ON ROAD WILL BE REMOVED DAILY.

3. APPLICATION OF FERTILIZERS AND PESTICIDES:

FERTILIZERS AND PESTICIDES WILL BE USED ON THIS PROJECT IN ACCORDANCE WITH

"FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", SECTIONS

570, 577, AT THE DISCRETION OF THE CONTRACTOR WITH THE COORDINATION OF THE

PROJECT ENGINEER.

IV. MAINTENANCE

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AND REPAIRS OF EROSION

AND SEDIMENT CONTROL DEVICES, AND REMOVAL OF EROSION AND SEDIMENT CONTROL

DEVICES WHEN NOTICE OF TERMINATION IS MAILED.

2. INSTALLATION, MAINTENANCE, REPAIR, AND REMOVAL REQUIRED FOR THE CONTROL AND

ABATEMENT OF EROSION AND WATER POLLUTION SHALL BE INCLUDED IN THE INDIVIDUAL

COSTS OF THE EROSION CONTROL DEVICES OR THE LUMP SUM COST OF THE PROJECT.

3. THE FOLLOWING PRACTICES WILL BE USED TO MAINTAIN EROSION AN SEDIMENT

CONTROLS:

GENERAL - ALL CONTROL MEASURES WILL BE MAINTAINED DAILY BY THE CONTRACTOR.

ALL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER. IF A REPAIR IS

NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF NOTICE.

4. STRUCTURAL PRACTICES - BUILD UP SEDIMENT WILL BE REMOVED FROM SILT FENCE

WHEN IT HAS REACHED ONE QUARTER OF THE HEIGHT OF THE FENCE. SODDING WILL BE

INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. HAY BALES SHALL BE

REPLACED EVERY THREE (3) MONTHS OR WHEN THEY HAVE SERVED THEIR USEFULNESS

SO AS NOT TO BLOCK OR IMPEDE STORM WATER FLOW OR DRAINAGE. SILT FENCES

SHALL BE REPLACED EVERY TWELVE (12) MONTHS OR WHEN IT HAS SERVED ITS

USEFULNESS SO AS NOT TO BLOCK OR IMPEDE STORM-WATER FLOW OR DRAINAGE.

STABILIZED CONSTRUCTION ENTRANCES SHALL BE MAINTAINED TO PREVENT CLOGGING

OR ROCK BEDDING WHICH MAY IMPEDE THE USEFULNESS OF THE STRUCTURE.

V. INSPECTION

1. THE CONTRACTOR SHALL INSTALL AND MAINTAIN RAIN GAUGES ON THE PROJECT SITE

AND RECORD WEEKLY RAINFALL IN ACCORDANCE WITH NPDES PERMIT. ALL CONTROL

MEASURES WILL BE MAINTAINED DAILY BY THE CONTRACTOR.

2. ALL EROSION AND WATER POLLUTION ABATEMENT AND CONTROL MEASURES WILL BE

INSPECTED DAILY BY CONTRACTOR'S PERSONNEL WHO ARE F.D.E.P. CERTIFIED

STORM-WATER MANAGEMENT INSPECTORS.

3. THE CONTRACTOR SHALL COMPLETE ALL SWPPP INSPECTION REPORT FORMS REQUIRED

FOR THE NPDES PERMIT.

4. THE CONTRACTOR SHALL HAVE ALL EROSION CONTROL MEASURES INSPECTED AND

APPROVED BY THE INSPECTOR PRIOR TO BEGINNING ANY LAND DISTURBANCES. MINOR

SEDIMENT CONTROL DEVICE LOCATION ADJUSTMENTS MAY BE MADE IN THE FIELD WITH

THE APPROVAL OF THE INSPECTOR. THE CONTRACTOR SHALL ENSURE THAT ALL RUNOFF

FROM DISTURBED AREAS IS DIRECTED TO THE SEDIMENT CONTROL DEVICES, AND SHALL

NOT REMOVE ANY EROSION CONTROL OR SEDIMENT CONTROL MEASURE WITHOUT PRIOR

PERMISSION FROM THE INSPECTOR.

5. THE INSPECTOR HAS THE OPTION OF REQUIRING ADDITIONAL SAFETY OR SEDIMENT

CONTROL MEASURES IF DEEMED NECESSARY. IT IS THE CONTRACTOR'S SOLE

RESPONSIBILITY TO SECURE ALL APPROVALS FROM THE INSPECTOR.

VI. TRACKING AND REPORTING

1. THE CONTRACTOR SHALL SUBMIT A WEEKLY REPORT TO THE CITY DOCUMENTING THE

DAILY INSPECTIONS AND MAINTENANCE OR REPAIRS TO THE SEDIMENT CONTROL

DEVICES. THE CONTRACTOR SHALL MAINTAIN ALL REQUIRED REPORTS AND COMPLETE

ALL SWPPP INSPECTION FORMS.

2. PREPARATION OF ALL THE CONTRACTOR'S REPORTS OF INSPECTION, MAINTENANCE AND

REPAIRS REQUIRED FOR THE CONTROL AND ABATEMENT OF EROSION AND WATER

POLL\UTION, SHALL BE INCLUDED IN THE INDIVIDUAL COSTS OF THE EROSION CONTROL

DEVISES OR LUMP SUM CONST OF THE PROJECT.

3. THE CONTRACTOR SHALL USE THE CONSTRUCTION INSPECTION REPORT (#650-040-03),

DATED 2/01, FOR DAILY INSPECTIONS.

G10

EROSION CONTROL

NOTES

TAXIWAY "D"

EXTENSION

JOB NO.: DRAWN:

DATE:

AHC

FEB 2016

SHEET NO.

BY

SHEET TITLE:

PROJECT NAME:

DA

TE

3900 DON EMERSON DRIVE

GZ

GW

1000 LEGION PLACE, SUITE 1285

ORLANDO, FLORIDA 32801

CERTIFICATE OF AUTHORIZATION #29728

REGIONAL AIRPORTLINDERLAKELAND

SUITE 210

LAKELAND, FLORIDA 33811

14050.26

DESIGN:

CHECKED:

ENGINEER OF RECORD:

NO

.D

ES

CR

IP

TIO

N

FL PE #58224

GUNTHER B. ZURSTADT

AH

C0

2/0

4/1

6IS

SU

ED

F

OR

B

ID

1

-

+

OPTIONAL

SILT FLOW

FILTER FABRIC

VE

RT

IC

AL 2

0

°

POST POSITIONS

PRINCIPLE POST POSITION

(CANTED 20° TOWARD FLOW)

TYPE III SILT FENCE

6' MAX.

15

" - 1

8"

3' O

R M

OR

E

12

" M

IN

.

8"

FL

OW

5' TYP.

FL

OW

POST

5' TYP.

1' MIN.

5' MIN.

SAND BAGS

RAIL

ANCHOR BALES WITH 2 -2"X2"X4' STAKES PER BALE

LOOSE SOIL PLACED BY SHOVEL AND

LIGHTLY COMPACTED ALONG THE

UPSTREAM EDGE OF BALES.

RECOMMENDED RECOMMENDED

1' MIN.

LOOSE SOIL PLACED BY SHOVEL AND

LIGHTLY COMPACTED ALONG THE

UPSTREAM EDGE OF BALES.

ANCHOR LOWER BALES WITH 2 -2"X2"X4' STAKES PER BALE.

ANCHOR TOP BALES TO LOWER BALES WITH 2 -2"X2"X4' STAKES

PER BALE.

WOVEN FILTER FABRIC IN ABSENCE OF

ESTABLISHED GRASS (APPROX. 12' X 12').

SECURE EDGES BY ENTRENCHING AND

EXTEND UNDER BAGS AND BALES.

PLAN PLAN

ELEVATION TYPE I

ELEVATION

SECTION

POST OPTIONS: WOOD 2-1/2" Ø MIN.

WOOD 2"X4"

OAK 1-1/2"X1-1/2"

STEEL 1.33 LBS/FT.

ELEVATION TYPE II

DO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS

PERMANENT FLOWING WATERCOURSES. SILT FENCES ARE TO BE USED AT UPLAND

LOCATIONS AND TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER.

TYPE III SILT FENCE PROTECTION

AROUND DITCH BOTTOM INLETS.

FILTER FABRIC SHALL BE IN ACCORDANCE WITH

FLORIDA DEPARTMENT OF ENVIRONMENTAL

PROTECTION "FLORIDA STORMWATER AND

SEDIMENTATION CONTROL INSPECTOR'S MANUAL".

1TYPE III SILT FENCE

NTS

2SILT FENCE APPLICATIONS

NTS

3BARRIER FOR UNPAVED DITCHES

NTS

EROSION CONTROL

DETAILS

TAXIWAY "D"

EXTENSION

JOB NO.: DRAWN:

DATE:

AHC

FEB 2016

SHEET NO.

BY

SHEET TITLE:

PROJECT NAME:

DA

TE

3900 DON EMERSON DRIVE

GZ

GW

1000 LEGION PLACE, SUITE 1285

ORLANDO, FLORIDA 32801

CERTIFICATE OF AUTHORIZATION #29728

REGIONAL AIRPORTLINDERLAKELAND

SUITE 210

LAKELAND, FLORIDA 33811

14050.26

DESIGN:

CHECKED:

ENGINEER OF RECORD:

NO

.D

ES

CR

IP

TIO

N

FL PE #58224

GUNTHER B. ZURSTADT

AH

C0

2/0

4/1

6IS

SU

ED

F

OR

B

ID

1

G11

45+00 46+0048+00 49+00

47+00

51+0050+0052+00

43+00

53+00

44+00

46+0045+0047+00 49+0048+00

50+00 51+00 52+00

43+00 44+00

53+00

42+00

42+0054+00

54+00

58+00 59+0061+00

60+00

56+00 57+00

59+0058+00 60+00 61+00

56+00 57+00

55+00

55+00

CBR1

CBR2 CBR4

CBR5

CBR3

CBR6

BC1

B1

B2

B3

B4

B5

B6

B7

TA

XIW

AY

E

RUNWAY 9-27

R

U

N

W

A

Y

5

-

2

3

T

A

X

I

W

A

Y

D

TAXIWAY D

GRAPHIC SCALE IN FEET

200'100'0

BORING & CORING

LOCATION PLAN

TAXIWAY "D"

EXTENSION

JOB NO.: DRAWN:

DATE:

AHC

FEB 2016

SHEET NO.

BY

SHEET TITLE:

PROJECT NAME:

DA

TE

3900 DON EMERSON DRIVE

GZ

GW

1000 LEGION PLACE, SUITE 1285

ORLANDO, FLORIDA 32801

CERTIFICATE OF AUTHORIZATION #29728

REGIONAL AIRPORTLINDERLAKELAND

KEY MAP

SUITE 210

LAKELAND, FLORIDA 33811

14050.26

DESIGN:

CHECKED:

ENGINEER OF RECORD:

NO

.D

ES

CR

IP

TIO

N

FL PE #58224

GUNTHER B. ZURSTADT

AH

C0

2/0

4/1

6IS

SU

ED

F

OR

B

ID

1

T

W

Y

D

B1

B2

B3

B4

B5

BORE

NUMBER NORTHING EASTING

BORE / CORE LOCATION DATA

1328118.00

1328098.56

1328074.06

652129.15

652354.20

652579.25

652804.201328099.57

653029.141328125.08

BC1 1328098.55 653735.70

BORE-CORE

NUMBER NORTHING EASTING

CBR

NUMBER NORTHING EASTING

CBR6

CBR1

CBR2

CBR3

CBR4

CBR5

1328132.38

1328055.51

1328130.31

1328057.92

653604.27

652180.51

652708.71

652882.27

653112.841328137.00

1328063.79 653305.35

B6

B7

1328100.59 653254.20

653479.251328076.10

NOTE:

1. SUBCONSULTANT TO COORDINATE SCHEDULE AND

ACCESS WITH THE OWNER, WHO WILL BE RESPONSIBLE

FOR THE SUNSHINE ONE CALL.

G12

SOIL BORING

PROFILES

TAXIWAY "D"

EXTENSION

JOB NO.: DRAWN:

DATE:

AHC

FEB 2016

SHEET NO.

BY

SHEET TITLE:

PROJECT NAME:

DA

TE

3900 DON EMERSON DRIVE

GZ

GW

1000 LEGION PLACE, SUITE 1285

ORLANDO, FLORIDA 32801

CERTIFICATE OF AUTHORIZATION #29728

REGIONAL AIRPORTLINDERLAKELAND

SUITE 210

LAKELAND, FLORIDA 33811

14050.26

DESIGN:

CHECKED:

ENGINEER OF RECORD:

NO

.D

ES

CR

IP

TIO

N

FL PE #58224

GUNTHER B. ZURSTADT

AH

C0

2/0

4/1

6IS

SU

ED

F

OR

B

ID

1

G13

G14

EXISTING CONDITIONS

LEGEND

SURVEYOR'S NOTES:

1) TOPOGRAPHIC SURVEY OF A PORTION OF TAXIWAY "D" EXTENSION AT LAKELAND LINDER AIRPORT IN SECTIONS 4 AND 5,

TOWNSHIP 29 SOUTH, RANGE 23 EAST, POLK COUNTY, FLORIDA.

2) THIS IS NOT A BOUNDARY SURVEY.

3) THE STORM UTILITIES SHOWN ON THIS DRAWING ARE BASED ON INFORMATION COLLECTED AT EACH STRUCTURE. THE

SURVEYOR DOES NOT CERTIFY TO THE COMPLETENESS AND INTEGRITY OF THE UTILITIES.

4) ELEVATIONS BASED ON THE UNITED STATES COAST AND GEODETIC SURVEY MONUMENT "T 117 1945", ELEVATION 136.596

FEET. NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29).

5) COORDINATES BASED ON THE STATE OF FLORIDA STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983,

ADJUSTMENT OF 2011, FLORIDA, WEST ZONE.

TAXIWAY "D"

EXTENSION

JOB NO.: DRAWN:

DATE:

AHC

FEB 2016

SHEET NO.

BY

SHEET TITLE:

PROJECT NAME:

DA

TE

3900 DON EMERSON DRIVE

GZ

GW

1000 LEGION PLACE, SUITE 1285

ORLANDO, FLORIDA 32801

CERTIFICATE OF AUTHORIZATION #29728

REGIONAL AIRPORTLINDERLAKELAND

SUITE 210

LAKELAND, FLORIDA 33811

14050.26

DESIGN:

CHECKED:

ENGINEER OF RECORD:

NO

.D

ES

CR

IP

TIO

N

FL PE #58224

GUNTHER B. ZURSTADT

AH

C0

2/0

4/1

6IS

SU

ED

F

OR

B

ID

1

45+00 46+0048+00 49+00

47+00

51+0050+0052+00

43+00

53+00

44+0042+00

T

A

X

I

W

A

Y

D

GRAPHIC SCALE IN FEET

100'50'0

G15

EXISTING

CONDITIONS PLAN

TAXIWAY "D"

EXTENSION

JOB NO.: DRAWN:

DATE:

AHC

FEB 2016

SHEET NO.

BY

SHEET TITLE:

PROJECT NAME:

DA

TE

3900 DON EMERSON DRIVE

GZ

GW

1000 LEGION PLACE, SUITE 1285

ORLANDO, FLORIDA 32801

CERTIFICATE OF AUTHORIZATION #29728

REGIONAL AIRPORTLINDERLAKELAND

KEY MAP

SUITE 210

LAKELAND, FLORIDA 33811

14050.26

DESIGN:

CHECKED:

ENGINEER OF RECORD:

NO

.D

ES

CR

IP

TIO

N

FL PE #58224

GUNTHER B. ZURSTADT

AH

C0

2/0

4/1

6IS

SU

ED

F

OR

B

ID

1

SE

E S

HE

ET

G

16

MA

TC

HLIN

E S

TA

. 53+

00

53+00 54+00

58+00 59+0061+0060+00

56+00 57+0055+00

TA

XIW

AY

E

TA

XIW

AY

E

GRAPHIC SCALE IN FEET

100'50'0

G16

EXISTING

CONDITIONS PLAN

TAXIWAY "D"

EXTENSION

JOB NO.: DRAWN:

DATE:

AHC

FEB 2016

SHEET NO.

BY

SHEET TITLE:

PROJECT NAME:

DA

TE

3900 DON EMERSON DRIVE

GZ

GW

1000 LEGION PLACE, SUITE 1285

ORLANDO, FLORIDA 32801

CERTIFICATE OF AUTHORIZATION #29728

REGIONAL AIRPORTLINDERLAKELAND

KEY MAP

SUITE 210

LAKELAND, FLORIDA 33811

14050.26

DESIGN:

CHECKED:

ENGINEER OF RECORD:

NO

.D

ES

CR

IP

TIO

N

FL PE #58224

GUNTHER B. ZURSTADT

AH

C0

2/0

4/1

6IS

SU

ED

F

OR

B

ID

1

SE

E S

HE

ET

G

15

MA

TC

HLIN

E S

TA

. 53+

00

PHASING PLAN

NOTES

GENERAL NOTES

1. THESE PHASING PLANS ARE NOT INTENDED TO BE ALL

ENCOMPASSING. CONTRACTOR SHALL SUBMIT HIS OWN WORK

PHASING PLAN TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR

TO COMMENCING CONSTRUCTION.

2. ALL WORK ACCOMPLISHED DURING PHASES SHALL COMPLY WITH

THE SAFETY AND SECURITY REQUIREMENTS STIPULATED IN THESE

DRAWINGS AND OTHER CONTRACT PROVISIONS.

3. CONTRACTOR TO EXERCISE EXTREME CAUTION WHEN OPERATING IN

THESE AREAS TO PREVENT INTERFERENCE WITH AIRCRAFT

OPERATIONS IN THE ADJACENT AREAS.

4. ANY INCURSIONS INTO ACTIVE TAXIWAY/RUNWAYS OR OTHER AREAS

MAY RESULT IN THE CONTRACTOR BEING FINED.

5. ALL WORK MUST BE PERFORMED ON DAYS, OR WITHIN PERIODS OF

TIME, WHERE THERE ARE NO SCHEDULED COMMERCIAL FLIGHTS.

OVERALL PHASING NOTES:

1. ALL PHASES SHALL REMAIN SEPARATE AND INDEPENDENT.

2. AFTER COMPLETION OF WORK, THE CONTRACTOR SHALL RE-STRIPE ALL/ANY

EXISTING AIRFIELD PAVEMENT MARKINGS WHICH MAY HAVE BEEN AFFECTED BY

CONSTRUCTION, AT NO ADDITIONAL COST TO THE OWNER.

3. CONTRACTOR SHALL RELOCATE AND RESTORE AFTER COMPLETION OF

CONSTRUCTION, ANY TAXIWAY LIGHTS, EDGE MARKERS, OR GUIDANCE SIGNS THAT

MAY EXIST WITHIN THE CONSTRUCTION AREA. IF REMOVED OR RELOCATED,

CONTRACTOR SHALL PROVIDE ''JUMPER CABLES'' TO KEEP ELECTRICAL CIRCUITS IN

OPERATION. JUMPERS IN TAXIWAYS OR VEHICLE TRAVEL LANES SHALL BE PLACED

IN CONDUIT AND COVERED WITH SANDBAGS.

4. CONTRACTOR SHALL REMOVE ALL EQUIPMENT FROM SAFETY AND OBJECT FREE

AREAS DURING HOURS OF AIRCRAFT OPERATIONS.

5. COMPLETION OF EACH PHASE SHALL INCLUDE REMOVING TEMPORARY MARKINGS,

RESTORING THE ORIGINAL MARKINGS OR, IF APPLICABLE, INSTALLING MARKINGS

AS REQUIRED FOR THE FOLLOWING PHASE, RESTORATION OF ALL PAVEMENT

(ASPHALT AND/OR CONCRETE), GRASS, ETC. AND REMOVAL AND PROPER DISPOSAL

OF ALL DEBRIS OUTSIDE THE AIRPORT PROPERTY ALONG WITH THE WORK SHOWN

IN THE PLANS AND AS DESCRIBED IN THE PROJECT MANUAL.

6. ALL EQUIPMENT, MATERIAL AND CONSTRUCTION PERSONNEL SHALL BE KEPT

BEHIND THE RUNWAY HOLDING POSITION LINES OF ACTIVE RUNWAYS AT ALL TIMES,

UNLESS PROPERLY ESCORTED BY AIRPORT OPERATIONS.

7. IN THE EVENT TEMPORARY HAUL ROUTES ARE REQUIRED, THE CONTRACTOR

SHALL CONSTRUCT HAUL ROUTES CAPABLE OF ADEQUATELY SUPPORTING

HAULING UNITS. WHEN A HAULING ROUTE IS NO LONGER NEEDED, THE AREA

(INCLUDING ALL NEW PAVEMENT DAMAGED FROM HAUL ROUTE CROSSINGS) SHALL

BE RESTORED TO ITS ORIGINAL CONDITION UNLESS OTHERWISE SPECIFIED. IF

TEMPORARY HAUL ROUTES CROSS THE AIRFIELD PAVEMENT, 1/2 INCH STEEL

PLATES, OR APPROVED EQUAL, SHALL BE PLACED TO PROTECT AGAINST

EQUIPMENT AND VEHICULAR LOADS. NO SEPARATE PAYMENT WILL BE MADE FOR

THIS WORK.

8. THE INTENT OF THE PHASING PLANS IS TO MINIMIZE THE IMPACT OF

CONSTRUCTION ON THE OPERATION OF THE AIRPORT. THE CONTRACTOR SHALL

CONSTRUCT THE PROJECT IN CONSECUTIVE PHASES AS OUTLINED IN THE PLANS

UNLESS OTHERWISE APPROVED BY THE ENGINEER AND THE AUTHORITY.

9. IF REQUIRED, THE CONTRACTOR SHALL PROVIDE PORTABLE FLOOD LIGHTING FOR

NIGHTTIME CONSTRUCTION. SUFFICIENT UNITS SHALL BE PROVIDED SO THAT

WORK AREAS ARE ILLUMINATED TO A LEVEL OF FIVE HORIZONTAL FOOT CANDLES.

THE LIGHTING LEVELS SHALL BE CALCULATED AND MEASURED IN ACCORDANCE

WITH THE CURRENT STANDARDS OF THE ILLUMINATION ENGINEERING SOCIETY.

LIGHTS SHALL BE POSITIONED SO AS NOT TO INTERFERE WITH AIRPORT

OPERATIONS.

10.PRIOR TO REOPENING AN AIRCRAFT MOVEMENT AREA, THE ADJACENT PAVEMENT

EDGES MUST MEET FAA CRITERIA. FAA CRITERIA REQUIRES THAT THERE BE NO

OPEN EXCAVATIONS OR TRENCHES, THE MAXIMUM DROP-OFF BE 3 INCHES, AND

ALL GRADES IN ANY DIRECTION BE LESS THAN 5 PERCENT. TEMPORARY WEDGING

OF SOIL BASE COURSE OR BITUMINOUS CONCRETE MAY BE REQUIRED TO MEET

CRITERIA.

11. THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION SCHEDULE. STRICT

ADHERENCE TO THE APPROVED SCHEDULE WILL BE ENFORCED TO AVOID

CONFLICTS WITH OTHER CONSTRUCTION ACTIVITIES ON THE AIRPORT AND THE

ADVERSE EFFECTS THEY COULD HAVE ON AIRPORT OPERATIONS.

12. THE CONTRACTOR SHALL PROVIDE, MAINTAIN, MOVE AND REMOVE (AS DIRECTED)

CONSTRUCTION BARRICADES AND PAVEMENT MARKINGS TO DELINEATE AREAS

CLOSED TO AIRCRAFT TRAFFIC.

13.ELECTRICAL WORK SHALL BE SEQUENCED TO MAINTAIN THE AIRFIELD LIGHTING

SYSTEM, CONTROLS AND OTHER EQUIPMENT THROUGHOUT CONSTRUCTION.

TEMPORARY WIRING WILL BE REQUIRED IN ACCORDANCE WITH FAA TECHNICAL

SPECIFICATION L-125.

14.DRAINAGE MODIFICATIONS SHALL BE SEQUENCED TO PROVIDE POSITIVE DRAINAGE

AT ALL TIMES.

15.BEFORE ANY WORK IS STARTED ON ANY PHASE OF THIS PROJECT AND AGAIN

BEFORE FINAL ACCEPTANCE, AIRPORT PERSONNEL AND THE ENGINEER SHALL

MAKE AN INSPECTION OF THE EXISTING STORM SEWERS, CATCH BASINS,

MANHOLES, HANDHOLES, DUCTBANKS, TAXIWAY AND RUNWAY LIGHTS WHICH ARE

TO REMAIN IN SERVICE OR WHICH MAY BE AFFECTED BY THE WORK. THE

CONDITION OF THE EXISTING CONDUITS, FIXTURES AND THEIR RELATED

APPURTENANCES SHALL BE DETERMINED FROM FIELD OBSERVATIONS. RECORDS

OF THE INSPECTION WILL BE KEPT BY THE ENGINEER.

16. ALL EXISTING FACILITIES, INSPECTED INITIALLY BY THE ABOVE MENTIONED

PARTIES, SHALL BE PROTECTED, MAINTAINED, AND LEFT IN A CONDITION

REASONABLY COMPARABLE TO THAT DETERMINED BY THE ORIGINAL INSPECTION.

ANY CHANGES IN THE CONDITION RESULTING FROM THE CONTRACTOR'S

OPERATIONS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS EXPENSE TO THE

SATISFACTION OF THE ENGINEER AND AIRPORT PERSONNEL.

TAXIWAY "D"

EXTENSION

JOB NO.: DRAWN:

DATE:

AHC

FEB 2016

SHEET NO.

BY

SHEET TITLE:

PROJECT NAME:

DA

TE

3900 DON EMERSON DRIVE

GZ

GW

1000 LEGION PLACE, SUITE 1285

ORLANDO, FLORIDA 32801

CERTIFICATE OF AUTHORIZATION #29728

REGIONAL AIRPORTLINDERLAKELAND

SUITE 210

LAKELAND, FLORIDA 33811

14050.26

DESIGN:

CHECKED:

ENGINEER OF RECORD:

NO

.D

ES

CR

IP

TIO

N

FL PE #58224

GUNTHER B. ZURSTADT

AH

C0

2/0

4/1

6IS

SU

ED

F

OR

B

ID

1

G17

9

-

2

7

RSARSA

RSARSA RSA

RSA RSARSA RSA

RSA RSA

RSA RSARSA

RSARSA RSA

RSA RSARSARSA

R

S

A

R

S

A

R

S

A

R

S

A

R

S

A

R

S

A

R

S

A

R

S

A

R

S

A

R

S

A

TSATSA

TSA

TSA

TSATSA

RW

Y 9-27

SA

FE

TY

A

RE

A

50

0'

TAXIWAY E

R

U

N

W

A

Y

5

-

2

3

T

A

X

I

W

A

Y

D

TAXIWAY D

TAXIWAY A

T

A

X

I

W

A

Y

B

TA

XIW

AY

D

1

T

A

X

I

W

A

Y

A

5

TAXIWAY E

TA

XIW

AY

E

PHASE 1

5

0

0

'

R

W

Y

5

-

2

3

S

A

F

E

T

Y

A

R

E

A

RUNWAY 9-27

TAXIWAY A

ST

A. 58+

54±

GRAPHIC SCALE IN FEET

300'150'0

PHASING PLAN

PHASE 1

PHASE 1 WORK TO BE ACCOMPLISHED

1. COORDINATE "NOTICE TO AIRMEN" (NOTAM) INFORMATION WITH AIRPORT

STAFF THROUGH THE RESIDENT PROJECT REPRESENTATIVE.

2. COORDINATE "WORK BY OTHERS" AS REQUIRED.

3. CLOSE PORTIONS OF TAXIWAY D, AND OTHER PAVEMENTS AS SHOWN.

4. PLACE PHASE 1 BARRICADES AND CLOSURE MARKERS AS SHOWN.

5. REMOVE TAXIWAY D FULL DEPTH THICKNESS ASPHALT AND BASE.

STOCKPILE MILLINGS ON AIRPORT PROPERTY AS DIRECTED BY THE ENGINEER.

STRIP GROUND PER DEMOLITION DRAWING LIMITS.

6. REMOVE EXISTING DRAINAGE STRUCTURE, AND INSTALL NEW DRAINAGE

FEATURES.

7. CONSTRUCT EARTHWORK AND LIMEROCK FOR PHASE 1 TAXIWAY SECTION.

8. GRADE AND SOD PHASE 1 AREA PER PLANS.

9. CLEAN PHASE 1 WORK AREA. LEAVE PHASE 1 BARRICADES IN PLACE FOR

PHASE 2 USE.

NOTE:

ALL CONSTRUCTION VEHICLES MUST

ACCESS SITE FROM EAST ENTRANCE IN

PHASE 1.

TAXIWAY "D"

EXTENSION

JOB NO.: DRAWN:

DATE:

AHC

FEB 2016

SHEET NO.

BY

SHEET TITLE:

PROJECT NAME:

DA

TE

3900 DON EMERSON DRIVE

GZ

GW

1000 LEGION PLACE, SUITE 1285

ORLANDO, FLORIDA 32801

CERTIFICATE OF AUTHORIZATION #29728

REGIONAL AIRPORTLINDERLAKELAND

KEY MAP

SUITE 210

LAKELAND, FLORIDA 33811

14050.26

DESIGN:

CHECKED:

ENGINEER OF RECORD:

NO

.D

ES

CR

IP

TIO

N

FL PE #58224

GUNTHER B. ZURSTADT

AH

C0

2/0

4/1

6IS

SU

ED

F

OR

B

ID

1

LEGEND

TAXIWAY CLOSURE MARKER

LOW PROFILE BARRICADE

NOTES (PHASES 1-3):

1. CONTRACTOR SHALL DEMONSTRATE THE ABILITY TO ACCESS THE

CONSTRUCTION SITE WHILE MAINTAINING AIRFIELD SECURITY

DURING ALL PHASES OF CONSTRUCTION.

2. ALL NOTAMS TO BE ISSUED AND COORDINATED BY AIRPORT

REPRESENTATIVES.

3. AIRPORT TO LOCATE ANY UNDERGROUND ELECTRICAL LINES

WITHIN WORK AREAS PRIOR TO THE START OF CONSTRUCTION.

PROCUREMENT PHASE

WORK TO BE ACCOMPLISHED

DURATION:CONSTRUCTION ITEMS:

1. SUBMIT AND SEEK APPROVALS ON SHOP

DRAWINGS.

2. ORDER ALL LONG LEAD TIME ITEMS.

PROCUREMENT PHASE

OPERATIONAL CONSTRAINTS

1. NONE, ALL RUNWAYS AND TAXIWAYS ARE OPEN UNTIL PHASE

1 BEGINS.

2. CERTAIN ITEMS OF WORK COULD START WITHIN THE 30-DAY

PROCUREMENT PHASE. THE AIRPORT OWNER AND ENGINEER

WILL CONSIDER DEVIATIONS, PROVIDED THEY DO NOT

COMPROMISE SAFETY AND PROVIDED THEY ARE NOT

DETRIMENTAL TO THE CONSTRUCTION SCHEDULE OR

BUDGET. SEE OPERATIONAL CONSTRAINTS FOR EACH PHASE.

PHASE 1

OPERATIONAL CONSTRAINTS

1. TAXIWAY D IS CLOSED BETWEEN EASTERLY RUNWAY 5-23

SAFETY AREA AND TAXIWAY E.

2. ALL OTHER RUNWAYS AND TAXIWAYS TO REMAIN OPEN.

42 DAYS (ESTIMATE CALENDAR DAYS 1 - 42)

G18

PHASE WORK AREA

9

-

2

7

RSARSA RSA

RSA RSARSA RSA RSA

RSA RSA RSA

RSARSA RSA

RSARSA

RSA RSARSARSA

RSA

R

S

A

R

S

A

R

S

A

R

S

A

R

S

A

R

S

A

R

S

A

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S

A

R

S

A

R

S

A

TSATSA

TSA

TSA

TSATSA

RW

Y 9-27

SA

FE

TY

A

RE

A

50

0'

TAXIWAY E

R

U

N

W

A

Y

5

-

2

3

TAXIWAY D

TAXIWAY A

T

A

X

I

W

A

Y

B

TA

XIW

AY

D

1

T

A

X

I

W

A

Y

A

5

TAXIWAY E

TA

XIW

AY

E

PHASE 2

5

0

0

'

R

W

Y

5

-

2

3

S

A

F

E

T

Y

A

R

E

A

RUNWAY 9-27

TAXIWAY A

ST

A. 58+

54±

PHASE 2

PHASING PLAN

PHASE 2

PHASE 2 WORK TO BE ACCOMPLISHED

1. COORDINATE "NOTICE TO AIRMEN" (NOTAM) INFORMATION WITH AIRPORT STAFF

THROUGH THE RESIDENT PROJECT REPRESENTATIVE.

2. COORDINATE "WORK BY OTHERS" AS REQUIRED.

3. CLOSE PORTIONS OF TAXIWAYS D AND E.

4. PHASE 2 BARRICADES AND CLOSURE MARKERS IN PLACE FROM PHASE 1 AS SHOWN.

5. REMOVE PORTIONS OF TAXIWAY E PAVEMENT AND STRIP GROUND PER DEMOLITION

DRAWING LIMITS.

6. CONSTRUCT EARTHWORK AND LIMEROCK FOR PHASE 2 TAXIWAY SECTION.

7. GRADE AND SOD PHASE 2 AREA PER PLANS.

8. CLEAN PHASE 2 WORK AREA. LEAVE PHASE 2 BARRICADES IN PLACE FOR

PHASE 3 USE

9. REMOVE PAVEMENT MARKINGS AND RESTORE CONCRETE AT TAXIWAY E AND

EXISTING TAXIWAY D INTERSECTION.

PHASE 2

OPERATIONAL CONSTRAINTS

1. TAXIWAY D IS CLOSED BETWEEN EASTERLY RUNWAY 5-23

SAFETY AREA AND TAXIWAY E.

2. TAXIWAY E IS CLOSED BETWEEN RUNWAY 27 SAFETY AREA

AND THE SOUTH FUEL FARM APRON.

3. ALL OTHER RUNWAYS AND TAXIWAYS TO REMAIN OPEN.

DURATION: 7 DAYS (ESTIMATE CALENDAR DAYS 43 - 50)

NOTE:

ALL CONSTRUCTION VEHICLES MUST

ACCESS SITE FROM EAST ENTRANCE IN

PHASE 2.

TAXIWAY "D"

EXTENSION

JOB NO.: DRAWN:

DATE:

AHC

FEB 2016

SHEET NO.

BY

SHEET TITLE:

PROJECT NAME:

DA

TE

3900 DON EMERSON DRIVE

GZ

GW

1000 LEGION PLACE, SUITE 1285

ORLANDO, FLORIDA 32801

CERTIFICATE OF AUTHORIZATION #29728

REGIONAL AIRPORTLINDERLAKELAND

KEY MAP

SUITE 210

LAKELAND, FLORIDA 33811

14050.26

DESIGN:

CHECKED:

ENGINEER OF RECORD:

NO

.D

ES

CR

IP

TIO

N

FL PE #58224

GUNTHER B. ZURSTADT

AH

C0

2/0

4/1

6IS

SU

ED

F

OR

B

ID

1

GRAPHIC SCALE IN FEET

300'150'0

G19

LEGEND

TAXIWAY CLOSURE MARKER

LOW PROFILE BARRICADE

PHASE WORK AREA

9

-

2

7

RSARSA

RSARSA RSA

RSA RSARSA RSA

RSA RSA

RSA RSARSA

RSARSA RSA

RSA RSARSARSA

R

S

A

R

S

A

R

S

A

R

S

A

R

S

A

R

S

A

R

S

A

R

S

A

R

S

A

R

S

A

TSATSA

TSA

TSA

TSATSA

RW

Y 9-27

SA

FE

TY

A

RE

A

50

0'

TAXIWAY E

R

U

N

W

A

Y

5

-

2

3

TAXIWAY D

TAXIWAY A

T

A

X

I

W

A

Y

B

TA

XIW

AY

D

1

T

A

X

I

W

A

Y

A

5

TAXIWAY E

TA

XIW

AY

E

5

0

0

'

R

W

Y

5

-

2

3

S

A

F

E

T

Y

A

R

E

A

RUNWAY 9-27

TAXIWAY A

PHASE 3

PHASING PLAN

PHASE 3

PHASE 3 WORK TO BE ACCOMPLISHED

1. COORDINATE "NOTICE TO AIRMEN" (NOTAM) INFORMATION WITH AIRPORT STAFF

THROUGH THE RESIDENT PROJECT REPRESENTATIVE.

2. COORDINATE "WORK BY OTHERS" AS REQUIRED.

3. CLOSE PORTIONS OF TAXIWAY D AND TAXIWAY E.

4. PLACE PHASE 3 BARRICADES AND CLOSURE MARKERS AS SHOWN.

5. CONSTRUCT ASPHALT SURFACE COURSE.

6. ALLOW FOR PAVEMENT CURE. CLEAN PAVEMENT AND APPLY TEMPORARY

PAVEMENT MARKINGS AND RPM'S IN PHASE 3 AREA.

7. INSTALL / RELOCATE SIGNS.

8. GRADE PHASE 3 AREA NOT GRADED IN PRIOR PHASES PER PLANS.

9. SOD REQUIRED PHASE 3 AREAS.

10. CLEAN HAUL ROUTES AND PHASE 3 WORK AREA.

11. REMOVE PHASE 3 BARRICADES AND CLOSURE MARKERS.

PHASE 3

OPERATIONAL CONSTRAINTS

1. TAXIWAY D IS CLOSED BETWEEN EASTERLY RUNWAY 5-23

SAFETY AREA AND TAXIWAY E.

2. TAXIWAY E IS CLOSED BETWEEN RUNWAY 27 SAFETY AREA

AND THE SOUTH FUEL FARM APRON.

3. ALL OTHER RUNWAYS AND TAXIWAYS TO REMAIN OPEN.

DURATION: 5 DAYS (ESTIMATE CALENDAR DAYS 51-55

- WEEKDAY ONLY)

NOTE:

ALL CONSTRUCTION VEHICLES MUST

ACCESS SITE FROM EAST ENTRANCE IN

PHASE 3.

TAXIWAY "D"

EXTENSION

JOB NO.: DRAWN:

DATE:

AHC

FEB 2016

SHEET NO.

BY

SHEET TITLE:

PROJECT NAME:

DA

TE

3900 DON EMERSON DRIVE

GZ

GW

1000 LEGION PLACE, SUITE 1285

ORLANDO, FLORIDA 32801

CERTIFICATE OF AUTHORIZATION #29728

REGIONAL AIRPORTLINDERLAKELAND

KEY MAP

SUITE 210

LAKELAND, FLORIDA 33811

14050.26

DESIGN:

CHECKED:

ENGINEER OF RECORD:

NO

.D

ES

CR

IP

TIO

N

FL PE #58224

GUNTHER B. ZURSTADT

AH

C0

2/0

4/1

6IS

SU

ED

F

OR

B

ID

1

GRAPHIC SCALE IN FEET

300'150'0

G20

LEGEND

TAXIWAY CLOSURE MARKER

LOW PROFILE BARRICADE

PHASE WORK AREA

TAXIWAY D

T

A

X

I

W

A

Y

D

45+00 46+00 48+00 49+0047+00 51+0050+00 52+0043+00 53+0044+0042+00

STA. 42+05.03

30.00' LT

PROPOSED PAVEMENT

OUTLINE (TYP)

REMOVE EXISTING

INLET, SEE NOTE 1.

X

CONTRACTOR TO MIX EXISTING

ASPHALT AND SUBGRADE. GRADE

COMPACT AND SOD TO EXISTING

ELEVATIONS.

50'0 100'

GRAPHIC SCALE IN FEET

TAXIWAY "D"

EXTENSION

JOB NO.: DRAWN:

DATE:

AHC

FEB 2016

SHEET NO.

BY

SHEET TITLE:

PROJECT NAME:

DA

TE

3900 DON EMERSON DRIVE

GZ

GW

1000 LEGION PLACE, SUITE 1285

ORLANDO, FLORIDA 32801

CERTIFICATE OF AUTHORIZATION #29728

REGIONAL AIRPORTLINDERLAKELAND

KEY MAP

SUITE 210

LAKELAND, FLORIDA 33811

14050.26

DESIGN:

CHECKED:

ENGINEER OF RECORD:

NO

.D

ES

CR

IP

TIO

N

FL PE #58224

GUNTHER B. ZURSTADT

AH

C0

2/0

4/1

6IS

SU

ED

F

OR

B

ID

1

SE

E S

HE

ET

C

D02

MA

TC

HLIN

E S

TA

. 53+

50

Know what'sbelow.Callbefore you dig.

CALL 48 HOURS

BEFORE YOU DIG

IT'S THE LAW!

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

SEE SHEET CD03MATCHLINE

DEMOLITION PLAN

CD01

NOTE:

1. REMOVE EXISTING INLET. CONTRACTOR SHALL VERIFY SIZE AND

TYPE OF PIPE. IF THE EXISTING 15" RCP IS DETERMINED TO BE IN

SATISFACTORY CONDITION, THE CONTRACTOR TO COLLAR AND

EXTEND PIPE RATHER THAN REPLACE.

LEGEND

STRIPPING LIMITS

X

MISCELLANEOUS ITEM TO BE REMOVED

FULL DEPTH PAVEMENT (MIX IN PLACE)

REMOVAL (ASPHALT & BASE, DEPTH

VARIES, SEE GEOTECHNICAL REPORT)

VARIABLE DEPTH ASPHALT

MILLING (1.5" TO 4")

FULL DEPTH PAVEMENT REMOVAL

(ASPHALT & BASE, DEPTH VARIES, SEE

GEOTECHNICAL REPORT)

SAW CUT EXISTING ASPHALTIC PAVEMENT.

VARIABLE DEPTH MILL EXISTING ASPHALT 1.5"

MINIMUM UP TO 4". PROTECT EXISTING TAXIWAY

E PAVEMENT TO REMAIN.

54+00 58+00 59+00 61+0060+0056+00 57+0055+00

SAW CUT EXISTING ASPHALTIC PAVEMENT.

VARIABLE DEPTH MILL EXISTING ASPHALT 1.5"

MINIMUM UP TO 4". PROTECT EXISTING TAXIWAY

E PAVEMENT TO REMAIN.

FULL DEPTH SAW CUT EXISTING

ASPHALTIC PAVEMENT.

TA

XIW

AY

E

STA. 59+69.42

230.11' RT

STA. 60+19.36

227.67' RT

STA. 59+93.17

309.85' LT

STA. 59+43.23

307.42' LT

TA

XIW

AY

E

FULL DEPTH SAW CUT EXISTING

ASPHALTIC PAVEMENT.

PROPOSED PAVEMENT

OUTLINE (TYP)

CONTRACTOR TO MIX EXISTING

ASPHALT AND SUBGRADE. GRADE

COMPACT AND SOD TO EXISTING

ELEVATIONS.

268.0'

25.0'

STA. 59+51.74

132.62' LT

STA. 59+64.84

135.06' RT

50'0 100'

GRAPHIC SCALE IN FEET

TAXIWAY "D"

EXTENSION

JOB NO.: DRAWN:

DATE:

AHC

FEB 2016

SHEET NO.

BY

SHEET TITLE:

PROJECT NAME:

DA

TE

3900 DON EMERSON DRIVE

GZ

GW

1000 LEGION PLACE, SUITE 1285

ORLANDO, FLORIDA 32801

CERTIFICATE OF AUTHORIZATION #29728

REGIONAL AIRPORTLINDERLAKELAND

KEY MAP

SUITE 210

LAKELAND, FLORIDA 33811

14050.26

DESIGN:

CHECKED:

ENGINEER OF RECORD:

NO

.D

ES

CR

IP

TIO

N

FL PE #58224

GUNTHER B. ZURSTADT

AH

C0

2/0

4/1

6IS

SU

ED

F

OR

B

ID

1

SE

E S

HE

ET

C

D01

MA

TC

HLIN

E S

TA

. 53+

50

SEE SHEET CD03MATCHLINE

Know what'sbelow.Callbefore you dig.

CALL 48 HOURS

BEFORE YOU DIG

IT'S THE LAW!

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

LEGEND

STRIPPING LIMITS

X

MISCELLANEOUS ITEM TO BE REMOVED

FULL DEPTH PAVEMENT (MIX IN PLACE)

REMOVAL (ASPHALT & BASE, DEPTH

VARIES, SEE GEOTECHNICAL REPORT)

VARIABLE DEPTH ASPHALT

MILLING (1.5" TO 4")

DEMOLITION PLAN

CD02

FULL DEPTH PAVEMENT REMOVAL

(ASPHALT & BASE, DEPTH VARIES, SEE

GEOTECHNICAL REPORT)

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

REMOVE EXISTING

PAVEMENT MARKINGS

(TYP 5 PLACES)

REMOVE EXISTING

PAVEMENT MARKINGS

FULL DEPTH SAW CUT EXISTING

ASPHALTIC PAVEMENT.

PROTECT EXISTING ASPHALTIC

PAVEMENT TO REMAIN.

FULL DEPTH SAW CUT EXISTING

ASPHALTIC PAVEMENT. PROTECT

EXISTING ASPHALTIC PAVEMENT

TO REMAIN.

TAXIWAY E

1

0

0

.

0

'

CONTRACTOR TO MIX EXISTING

ASPHALT AND SUBGRADE. GRADE

COMPACT AND SOD TO EXISTING

ELEVATIONS.

50'0 100'

GRAPHIC SCALE IN FEET

TAXIWAY "D"

EXTENSION

JOB NO.: DRAWN:

DATE:

AHC

FEB 2016

SHEET NO.

BY

SHEET TITLE:

PROJECT NAME:

DA

TE

3900 DON EMERSON DRIVE

GZ

GW

1000 LEGION PLACE, SUITE 1285

ORLANDO, FLORIDA 32801

CERTIFICATE OF AUTHORIZATION #29728

REGIONAL AIRPORTLINDERLAKELAND

KEY MAP

SUITE 210

LAKELAND, FLORIDA 33811

14050.26

DESIGN:

CHECKED:

ENGINEER OF RECORD:

NO

.D

ES

CR

IP

TIO

N

FL PE #58224

GUNTHER B. ZURSTADT

AH

C0

2/0

4/1

6IS

SU

ED

F

OR

B

ID

1

MATCHLINE SEE SHEET CD01

Know what'sbelow.Callbefore you dig.

CALL 48 HOURS

BEFORE YOU DIG

IT'S THE LAW!

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

LEGEND

STRIPPING LIMITS

X

MISCELLANEOUS ITEM TO BE REMOVED

FULL DEPTH PAVEMENT

REMOVAL (ASPHALT & BASE, DEPTH

VARIES, SEE GEOTECHNICAL REPORT)

VARIABLE DEPTH ASPHALT

MILLING (1.5" TO 4")

DEMOLITION PLAN

CD03

SEE SHEET CD02

TAXIWAY "D"

EXTENSION

JOB NO.: DRAWN:

DATE:

AHC

FEB 2016

SHEET NO.

BY

SHEET TITLE:

PROJECT NAME:

DA

TE

3900 DON EMERSON DRIVE

GZ

GW

1000 LEGION PLACE, SUITE 1285

ORLANDO, FLORIDA 32801

CERTIFICATE OF AUTHORIZATION #29728

REGIONAL AIRPORTLINDERLAKELAND

SUITE 210

LAKELAND, FLORIDA 33811

14050.26

DESIGN:

CHECKED:

ENGINEER OF RECORD:

NO

.D

ES

CR

IP

TIO

N

FL PE #58224

GUNTHER B. ZURSTADT

AH

C0

2/0

4/1

6IS

SU

ED

F

OR

B

ID

1

DEMOLITION NOTES

1. REFER TO THE GENERAL PROVISIONS, SPECIAL PROVISIONS AND TECHNICAL SPECIFICATIONS OF THE

CONTRACT DOCUMENTS FOR ADDITIONAL REQUIREMENTS APPLICABLE TO DEMOLITION WORK.

2. PROTECT EXISTING FEATURES TO REMAIN, INCLUDING TEMPORARY PROTECTION OF FEATURES SCHEDULED

FOR DEMOLITION LATER IN THE PROJECT.

3. THE DEMOLITION PLANS SHOW ALL DEMOLITION WORK. CERTAIN WORK ELEMENTS MUST BE PHASED.

COORDINATE THE DEMOLITION WORK AND TRANSPORT WITH THE CONSTRUCTION PHASING PLAN.

4. THE LIMITS OF DEMOLITION SHOWN ON THE PLANS ARE GENERAL AND ARE SUBJECT TO MINOR ADJUSTMENT IN

THE FIELD AS DETERMINED AND ORDERED BY THE ENGINEER.

5. DEMOLITION WORK IS SPECIFIED AND PAID UNDER ITEMS CONTAINED IN THE BID SCHEDULE.

6. SALVAGED ITEMS: ALL MATERIALS RESULTING FROM DEMOLITION AND CLEARING AND GRUBBING OPERATIONS

SHALL BECOME THE CONTRACTOR'S PROPERTY UNLESS NOTED BELOW:

A) MILLED BITUMINOUS PAVEMENT MATERIAL,CONTRACTOR SHALL PROPERLY DISPOSE OF MATERIALS ON

AIRPORT PROPERTY AS DIRECTED BY THE ENGINEER.

B) CONCRETE REMOVED SHALL BE RE-USED AS SPECIFIED IN THE PLANS OR OTHERWISE NOTED.

C) UTILITIES - ANYTHING ENCOUNTERED AT THE TIME OF DEMOLITION COMMENCEMENT IS ASSUMED TO BE THE

CONTRACTOR'S PROPERTY.

7. CONTRACTOR TO PROVIDE FULL DEPTH SAW CUT EDGE AT ALL PAVEMENT TIES AS SHOWN OR INSTRUCTED BY

ENGINEER.

8. REMOVE EXISTING BITUMINOUS PAVEMENTS BY MILLING TO THE LIMITS REQUIRED. REMOVAL LIMITS SHOWN ON

THE DEMOLITION PLANS ARE APPROXIMATE. ENGINEER WILL DETERMINE ACTUAL LIMITS IN THE FIELD.

9. PAVEMENT MARKINGS SHALL BE REMOVED BY SAND BLASTING OR WATER BLASTING. NO CHEMICAL PAINT

REMOVERS OR METAL BEAD BLASTING WILL BE ALLOWED. SEE DEMOLITION PLAN FOR MARKING REMOVAL

LIMITS.

10. STRIPPING SHALL BE TO A 4 INCH DEPTH MINIMUM AND PAID FOR UNDER UNCLASSIFIED EXCAVATION.

STRIPPING MATERIAL SHALL BE STOCKPILED FOR USE AS TOPSOIL.

11. ALL UTILITY LOCATIONS PROVIDED HEREIN ARE APPROXIMATE IN NATURE, CONTRACTOR IS RESPONSIBLE FOR

THE LOCATION OF ALL FACILITIES IN THE AREA THROUGH AIRPORT OPERATIONS PRIOR TO CONSTRUCTION.

CONTRACTOR IS RESPONSIBLE FOR USING CARE WITH ANY EXCAVATIONS ADJACENT TO KNOWN FACILITIES.

BEFORE DIGGING CONTACT SUNSHINE STATE ONE CALL OF FLORIDA AT 1-800-432-4770 TO LOCATE EXISTING

UTILITIES.

DEMOLITION NOTES

CD04

TAXIWAY A

SITE BENCH MARK

SET IR & C

PORTER 3340

N=1328548.05

E=650971.51

EL=131.38

5/8" IRON ROD AND CAP

"CSI TRAV PT"

ELEVATION 135.30'

NORTHING 1328468.99

EASTING 651728.19

R

U

N

W

A

Y

5

-

2

3

S

7

0

°

5

6

'4

5

.

5

6

"

E

5

2

1

.

4

8

'

N

7

0

°

5

5

'5

5

.

7

9

"

E

2

7

9

.

0

7

'

S

7

1

°

5

9

'1

2

.

6

3

"

E

1

2

0

7

.

3

0

'

S

7

0

°

5

6

'4

5

.

5

6

"

E

5

2

1

.

4

8

'

9

-

2

7

TAXIWAY D

TBM 60004

5/8" IRON ROD AND CAP

"CSI TRAV PT"

ELEVATION 131.79'

NORTHING 1328028.44

EASTING 651400.14

TBM 60005

5/8" IRON ROD AND CAP

"CSI TRAV PT"

ELEVATION 135.36'

NORTHING 1328007.09

EASTING 651962.48

TBM 60006

5/8" IRON ROD AND CAP

"CSI TRAV PT"

ELEVATION 137.82'

NORTHING 1328095.67

EASTING 652876.06

N84°27'2

9.5

5"E

917.9

4'

S87°50'06.95"E

562.72'

N

3

6

°

3

8

'

4

1

.

6

2

"

E

5

4

9

.

3

0

'

TBM 101

4"X4" CONCRETE MONUMENT WITH CAP

"CHASTAIN-SKILLMAN - PRM"

ELEVATION 133.82'

NORTHING 1328377.76

EASTING 651464.46

S

3

9

°

3

1

'

1

6

.

6

0

"

E

6

7

3

.

8

5

'

RUNWAY 9-27

T

A

X

I

W

A

Y

B

TA

XIW

AY

E

46+0045+00 47+00 49+0048+00 50+00 51+00 52+00

43+00 44+00

53+00

42+00

54+00

59+0058+00 60+00 61+00

56+00 57+0055+00

TAXIWAY D EXTENSION

N 1328097.67

651962.22

N 1328101.96

E 653862.21

T

A

X

I

W

A

Y

D

T

A

X

I

W

A

Y

B

SURVEY

CONTROL PLAN

N.T.S.

NOTES:

2. HORIZONTAL CONTROL SHOWN HERON IS BASED ON FLORIDA

STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM

OF 1983 (1990 ADJUSTMENT) (WEST ZONE).

1. ELEVATIONS SHOWN HEREON REFER TO THE NORTH AMERICAN

VERTICAL DATUM OF 1988.

LEGEND

TAXIWAY D EXTENSION

PROJECT AREA

TAXIWAY "D"

EXTENSION

JOB NO.: DRAWN:

DATE:

AHC

FEB 2016

SHEET NO.

BY

SHEET TITLE:

PROJECT NAME:

DA

TE

3900 DON EMERSON DRIVE

GZ

GW

1000 LEGION PLACE, SUITE 1285

ORLANDO, FLORIDA 32801

CERTIFICATE OF AUTHORIZATION #29728

REGIONAL AIRPORTLINDERLAKELAND

KEY MAP

SUITE 210

LAKELAND, FLORIDA 33811

14050.26

DESIGN:

CHECKED:

ENGINEER OF RECORD:

NO

.D

ES

CR

IP

TIO

N

FL PE #58224

GUNTHER B. ZURSTADT

AH

C0

2/0

4/1

6IS

SU

ED

F

OR

B

ID

1

C01

STA. 42+05.03

30.00' LT

STA. 42+05.03

30.00' RT

1

C04

60

.0

'

3

C04

2.0' BUTT

JOINT

45+00 46+00 48+00 49+0047+00 51+0050+00 52+0043+00 53+0044+0042+00 54+00

TAXIWAY D EXTENSION

N 89°52'14" E

N 1328097.67

E 651962.22

GEOMETRY PLAN

50'0 100'

GRAPHIC SCALE IN FEET

TAXIWAY "D"

EXTENSION

JOB NO.: DRAWN:

DATE:

AHC

FEB 2016

SHEET NO.

BY

SHEET TITLE:

PROJECT NAME:

DA

TE

3900 DON EMERSON DRIVE

GZ

GW

1000 LEGION PLACE, SUITE 1285

ORLANDO, FLORIDA 32801

CERTIFICATE OF AUTHORIZATION #29728

REGIONAL AIRPORTLINDERLAKELAND

KEY MAP

SUITE 210

LAKELAND, FLORIDA 33811

14050.26

DESIGN:

CHECKED:

ENGINEER OF RECORD:

NO

.D

ES

CR

IP

TIO

N

FL PE #58224

GUNTHER B. ZURSTADT

AH

C0

2/0

4/1

6IS

SU

ED

F

OR

B

ID

1

SE

E S

HE

ET

C

03

MA

TC

HLIN

E S

TA

. 54+

00

LEGEND

NEW P-401 ON NEW BASE SECTION

NEW P-401 SURFACE COURSE

(2" NOMINAL DEPTH)

2.0' BUTT JOINT

C02

TA

XIW

AY

E

TA

XIW

AY

E

TAXIWAY D EXTENSION

60

.0

'

1

C04

STA. 58+49.23

33.00' LT

STA. 57+83.60

30.00' LT

STA. 59+27.12

53.45' LT

STA. 59+43.75

132.24' LT

STA. 59+43.23

307.42' LT

STA. 57+83.60

30.00' RT

STA. 58+49.23

33.00' RT

STA. 59+31.29

54.54' RT

STA. 59+56.79

135.45' RT

STA. 59+65.77

230.28' RT

VARIE

S

STA. 60+19.02

227.69' RT

STA. 59+93.17

309.85' LT

2

C04

VARIE

S

3

C04

2.0' BUTT JOINT

3

C04

2.0' BUTT JOINT

3

C04

2.0' BUTT JOINT

54+00 58+00 59+00 61+0060+0056+00 57+0055+00

N 89°52'14" E

N 1328101.96

E 653862.21

STA. 59+51.74

132.62' LT

STA. 59+76.70

133.84' LT

STA. 59+64.79

135.06' RT

STA. 59+89.76

133.84' RT

GEOMETRY PLAN

50'0 100'

GRAPHIC SCALE IN FEET

TAXIWAY "D"

EXTENSION

JOB NO.: DRAWN:

DATE:

AHC

FEB 2016

SHEET NO.

BY

SHEET TITLE:

PROJECT NAME:

DA

TE

3900 DON EMERSON DRIVE

GZ

GW

1000 LEGION PLACE, SUITE 1285

ORLANDO, FLORIDA 32801

CERTIFICATE OF AUTHORIZATION #29728

REGIONAL AIRPORTLINDERLAKELAND

KEY MAP

SUITE 210

LAKELAND, FLORIDA 33811

14050.26

DESIGN:

CHECKED:

ENGINEER OF RECORD:

NO

.D

ES

CR

IP

TIO

N

FL PE #58224

GUNTHER B. ZURSTADT

AH

C0

2/0

4/1

6IS

SU

ED

F

OR

B

ID

1

SE

E S

HE

ET

C

02

MA

TC

HLIN

E S

TA

. 54+

00

LEGEND

NEW P-401 ON NEW BASE SECTION

NEW P-401 SURFACE COURSE

(2" NOMINAL DEPTH)

2.0' BUTT JOINT

C03

C04

TYPICAL PAVEMENT

SECTION & PAVEMENT

DETAILS

TYPICAL SECTION NOTES:

1. SLOPES SHOWN ARE DESIGN VALUES. SEE GRADING DRAWINGS FOR SPECIFIC

GRADING INFORMATION WHERE NON-TYPICAL SECTION AREAS ARE DESIGNED.

2. EXISTING TYPICAL SECTIONS FROM AS-BUILTS, RECORD DRAWINGS, AND FIELD

INVESTIGATIONS.

3. REFER TO GEOMETRY PLANS FOR LOCATIONS OF PAVEMENT SECTIONS.

4. REFER TO THE PROJECT MANUAL FOR EXISTING SUBSURFACE INFORMATION.

5. TOPSOIL SHALL BE PLACED ON ALL EMBANKMENT AREAS OUTSIDE THE PAVEMENT

PER SPECIFICATION T-905.

DEPTH BELOW COMPACTION

LIMEROCK BASE/SUBBASE REQUIREMENTS

0 TO 20" 100% MODIFIED PROCTOR

20" TO 33" 95% MODIFIED PROCTOR

33" TO 47" 90% MODIFIED PROCTOR

47" TO 61" 85% MODIFIED PROCTOR

FILL AREAS:

A MINIMUM OF 19" BELOW THE LIMEROCK BASE SHALL BE COMPACTED TO 100%

MODIFIED PROCTOR IN AREAS OF CUT OR COMBINATION CUT/FILL AREAS TO

OBTAIN A MINIMUM 19" LAYER OF 100% COMPACTED MATERIAL.

SUBGRADE COMPACTION SCHEDULE

CUT AREAS:

1.50%

85.5'

1.50%

5

.

0

%

L

C

P-602

BITUMINOUS

PRIME COAT

4" P-401 BITUMINOUS SURFACE

COURSE, FINE GRADED (2 LIFTS)

10" P-211 LIME ROCK

SUBBASE COURSE

TA

XIW

AY

S

AF

ET

Y A

RE

A

30.0'

EO

P

P-603

BITUMINOUS

TACK COAT

1.5" DROP

PAVED TO

UNPAVED

85.5'

TA

XIW

AY

S

AF

ET

Y A

RE

A

30.0'

5

.

0

%

EO

P

1.5" DROP

PAVED TO

UNPAVED

BUTT JOINT NOTES:

1. THIS BUTT JOINT IS REQUIRED AT EVERY LOCATION WHERE A NEW

BITUMINOUS PAVEMENT IS CONSTRUCTED TO MEET AN EXISTING

BITUMINOUS PAVEMENT OR TO MEET ANY BITUMINOUS PAVEMENT

NOT CONSTRUCTED AS A CONTINUOUS OPERATION.

2. IF THE EXISTING PAVEMENT EXCEEDS THE DEPTH OF THE PROPOSED

PAVEMENT, THE EXISTING PAVEMENT SHALL BE MILLED THE DEPTH OF

THE PROPOSED PAVEMENT FOR THE 2.0' SHOWN AND P-603 TACK

COAT SHALL BE APPLIED PRIOR TO PAVING.

3. THE SAWCUT SHALL BE CLEANED TO REMOVE ALL DUST AND LOOSE

MATERIAL PRIOR TO PLACING TACK COAT.

1.5"

DROP

1.0'

SHOULDER DRESSING

(INCIDENTAL TO

SODDING OPERATION)

TYPICAL PAVEMENT EDGE DETAIL

NTS

SOD DISTURBED AREAS

(SEE SODDING PLANS)

3

-

FLEXIBLE/FLEXIBLE PAVEMENT BUTT JOINT DETAIL

NTS

1.0'

1.0'

2.0"

NEW A.C.

NEW BASE COURSE

EXISTING BASE COURSE

EXISTING A.C.

POINT OF CONNECTION

TO EXISTING A.C.

4"

10"

TO BE MILLED AND TACK COATED

PRIOR TO PAVING

SAWCUT, TACK COAT,

MATCH EXISTING PAVEMENT

1

-

TAXIWAY D EXTENSION TYPICAL SECTION

NTS

TAXIWAY "D"

EXTENSION

JOB NO.: DRAWN:

DATE:

AHC

FEB 2016

SHEET NO.

BY

SHEET TITLE:

PROJECT NAME:

DA

TE

3900 DON EMERSON DRIVE

GZ

GW

1000 LEGION PLACE, SUITE 1285

ORLANDO, FLORIDA 32801

CERTIFICATE OF AUTHORIZATION #29728

REGIONAL AIRPORTLINDERLAKELAND

SUITE 210

LAKELAND, FLORIDA 33811

14050.26

DESIGN:

CHECKED:

ENGINEER OF RECORD:

NO

.D

ES

CR

IP

TIO

N

FL PE #58224

GUNTHER B. ZURSTADT

AH

C0

2/0

4/1

6IS

SU

ED

F

OR

B

ID

1

2" MILL AND OVERLAY (TAXIWAY E)

NTS

P-603 BITUMINOUS

TACK COAT

MILL & OVERLAY 2.0" MIN. P-401SP

BITUMINOUS SURFACE

COURSE, FINE GRADED

EXISTING ASPHALT

THICKNESS VARIES

1.8" - 8.0"

UNIFORMLY REMOVE 2.0" OF PAVEMENT

MATERIAL WHICH MAY INCLUDE ONLY

ASPHALT OR A COMBINATION OF ASPHALT

AND BASE MATERIAL

EXISTING BASE

THICKNESS VARIES

0" - 6"

2

-

EXISTING SUBGRADE

TAXIWAY DTAXIWAY D EXTENSION

45+00 46+00 48+00 49+0047+00 51+0050+00 52+0043+00 53+0044+0042+00 54+00

120

125

130

135

140

145

150

155

120

125

130

135

140

145

150

155

PROPOSED GRADE

EXISTING GROUND

CONSTRUCT

36" CL IV RCP

EXIST 15" RCP

PLAN & PROFILE

50'0 100'

GRAPHIC SCALE IN FEET

TAXIWAY "D"

EXTENSION

JOB NO.: DRAWN:

DATE:

AHC

FEB 2016

SHEET NO.

BY

SHEET TITLE:

PROJECT NAME:

DA

TE

3900 DON EMERSON DRIVE

GZ

GW

1000 LEGION PLACE, SUITE 1285

ORLANDO, FLORIDA 32801

CERTIFICATE OF AUTHORIZATION #29728

REGIONAL AIRPORTLINDERLAKELAND

KEY MAP

SUITE 210

LAKELAND, FLORIDA 33811

14050.26

DESIGN:

CHECKED:

ENGINEER OF RECORD:

NO

.D

ES

CR

IP

TIO

N

FL PE #58224

GUNTHER B. ZURSTADT

AH

C0

2/0

4/1

6IS

SU

ED

F

OR

B

ID

1

SE

E S

HE

ET

C

06

MA

TC

HLIN

E S

TA

. 54+

00

SCALE IN FEET

100'50'25'0

H

10'5'0

V

C05

EXISTING GROUND

PROPOSED GRADE

TAXIWAY D EXTENSION

54+00 58+00 59+00 61+0060+0056+00 57+0055+00

TA

XIW

AY

E

120

125

130

135

140

145

150

155

120

125

130

135

140

145

150

155

PROPOSED GRADE

EXISTING GROUND

CONSTRUCT

18" CL IV RCP

PLAN & PROFILE

50'0 100'

GRAPHIC SCALE IN FEET

TAXIWAY "D"

EXTENSION

JOB NO.: DRAWN:

DATE:

AHC

FEB 2016

SHEET NO.

BY

SHEET TITLE:

PROJECT NAME:

DA

TE

3900 DON EMERSON DRIVE

GZ

GW

1000 LEGION PLACE, SUITE 1285

ORLANDO, FLORIDA 32801

CERTIFICATE OF AUTHORIZATION #29728

REGIONAL AIRPORTLINDERLAKELAND

KEY MAP

SUITE 210

LAKELAND, FLORIDA 33811

14050.26

DESIGN:

CHECKED:

ENGINEER OF RECORD:

NO

.D

ES

CR

IP

TIO

N

FL PE #58224

GUNTHER B. ZURSTADT

AH

C0

2/0

4/1

6IS

SU

ED

F

OR

B

ID

1

SE

E S

HE

ET

C

05

MA

TC

HLIN

E S

TA

. 54+

00

SCALE IN FEET

100'50'25'0

H

10'5'0

V

C06

EXISTING GROUND

PROPOSED GRADE

TAXIWAY D EXTENSION

GRID ALIGNED WITH BASELINE STATIONS, (TYP)

45+00 46+00 48+00 49+0047+00 51+0050+00 52+0043+00 44+0042+00

25.0'

(TYP)

25

.0

'2

5.0

'

PAVEMENT ELEVATION

PLAN

40'0 80'

GRAPHIC SCALE IN FEET

TAXIWAY "D"

EXTENSION

JOB NO.: DRAWN:

DATE:

AHC

FEB 2016

SHEET NO.

BY

SHEET TITLE:

PROJECT NAME:

DA

TE

3900 DON EMERSON DRIVE

GZ

GW

1000 LEGION PLACE, SUITE 1285

ORLANDO, FLORIDA 32801

CERTIFICATE OF AUTHORIZATION #29728

REGIONAL AIRPORTLINDERLAKELAND

KEY MAP

SUITE 210

LAKELAND, FLORIDA 33811

14050.26

DESIGN:

CHECKED:

ENGINEER OF RECORD:

NO

.D

ES

CR

IP

TIO

N

FL PE #58224

GUNTHER B. ZURSTADT

AH

C0

2/0

4/1

6IS

SU

ED

F

OR

B

ID

1

SE

E S

HE

ET

C

xx

MA

TC

HLIN

E S

TA

. 52+

00

C07

TA

XIW

AY

E

TA

XIW

AY

E

GRID ALIGNED WITH BASELINE STATIONS, (TYP)

52+00 53+00 54+00 58+00 59+00 61+0060+0056+00 57+0055+00

TAXIWAY D EXTENSION

25.0'

(TYP)

PAVEMENT ELEVATION

PLAN

40'0 80'

GRAPHIC SCALE IN FEET

TAXIWAY "D"

EXTENSION

JOB NO.: DRAWN:

DATE:

AHC

FEB 2016

SHEET NO.

BY

SHEET TITLE:

PROJECT NAME:

DA

TE

3900 DON EMERSON DRIVE

GZ

GW

1000 LEGION PLACE, SUITE 1285

ORLANDO, FLORIDA 32801

CERTIFICATE OF AUTHORIZATION #29728

REGIONAL AIRPORTLINDERLAKELAND

KEY MAP

SUITE 210

LAKELAND, FLORIDA 33811

14050.26

DESIGN:

CHECKED:

ENGINEER OF RECORD:

NO

.D

ES

CR

IP

TIO

N

FL PE #58224

GUNTHER B. ZURSTADT

AH

C0

2/0

4/1

6IS

SU

ED

F

OR

B

ID

1

SE

E S

HE

ET

C

xx

MA

TC

HLIN

E S

TA

. 52+

00

C08

25

.0

'2

5.0

'

TAXIWAY D

STA. 48+01.00

109.80' LT

STA. 50+04.00

109.90' LT

A

A

45+00 46+00 48+00 49+0047+00 51+0050+00 52+0043+00 53+0044+0042+00 54+00

CONSTRUCT RUBBLE RIPRAP

2,675 SF @ 2.5 FT DEPTH

D-1

CONST. MITERED END SECTION

SINGLE 36" RCP (CLASS 4)

FDOT INDEX NO. 272

FL 132.00

REFERENCE POINT INDICATED

STA 46+86.86

OFFSET 86.07' LT

CONSTRUCT 216 LF

SINGLE 36" RCP (CLASS 4)

@ 0.05%

D-2

CONST. MITERED END SECTION

SINGLE 36" RCP (CLASS 4)

FDOT INDEX NO. 272

FL 131.90

REFERENCE POINT INDICATED

STA 47+36.41

OFFSET 86.07' RT

CONSTRUCT 24 LF

SINGLE 15" RCP (CLASS 4)

W/CONCRETE COLLARS AT

EACH TIE-IN

(FDOT SECTION 430)

TAXIWAY D EXTENSION

DRAINAGE PLAN

50'0 100'

GRAPHIC SCALE IN FEET

TAXIWAY "D"

EXTENSION

JOB NO.: DRAWN:

DATE:

AHC

FEB 2016

SHEET NO.

BY

SHEET TITLE:

PROJECT NAME:

DA

TE

3900 DON EMERSON DRIVE

GZ

GW

1000 LEGION PLACE, SUITE 1285

ORLANDO, FLORIDA 32801

CERTIFICATE OF AUTHORIZATION #29728

REGIONAL AIRPORTLINDERLAKELAND

KEY MAP

SUITE 210

LAKELAND, FLORIDA 33811

14050.26

DESIGN:

CHECKED:

ENGINEER OF RECORD:

NO

.D

ES

CR

IP

TIO

N

FL PE #58224

GUNTHER B. ZURSTADT

AH

C0

2/0

4/1

6IS

SU

ED

F

OR

B

ID

1

SE

E S

HE

ET

C

10

MA

TC

HLIN

E S

TA

. 54+

00

C09

1

V

:

8

H

1

V

:

4

H

FLAT BOTTOM

VARIES

SECTION A-A

DITCH TYPICAL SECTION

NTS

10.0'

V

A

R

IE

S

VARIES

TA

XIW

AY

E

TAXIWAY D EXTENSION

54+00 58+00 59+00 61+0060+0056+00 57+0055+00

CONSTRUCT RUBBLE RIPRAP

20' x 25' (500 SF) @ 2.5 FT DEPTH

D-3

CONSTRUCT DBI TYPE C

FDOT INDEX NO. 232

GRATE ELEV 137.25

INV 134.75 S

REFERENCE POINT INDICATED

STA 58+91.22

OFFSET 85.50' LT

CONSTRUCT 184 LF

SINGLE 18" RCP (CLASS 4)

@ 0.14%

D-4

CONSTRUCT MITERED END SECTION

SINGLE 18" RCP (CLASS 4)

FDOT INDEX NO. 272

FL 134.50

REFERENCE POINT INDICATED

STA 58+91.22

OFFSET 89.52' RT

DRAINAGE PLAN

50'0 100'

GRAPHIC SCALE IN FEET

TAXIWAY "D"

EXTENSION

JOB NO.: DRAWN:

DATE:

AHC

FEB 2016

SHEET NO.

BY

SHEET TITLE:

PROJECT NAME:

DA

TE

3900 DON EMERSON DRIVE

GZ

GW

1000 LEGION PLACE, SUITE 1285

ORLANDO, FLORIDA 32801

CERTIFICATE OF AUTHORIZATION #29728

REGIONAL AIRPORTLINDERLAKELAND

KEY MAP

SUITE 210

LAKELAND, FLORIDA 33811

14050.26

DESIGN:

CHECKED:

ENGINEER OF RECORD:

NO

.D

ES

CR

IP

TIO

N

FL PE #58224

GUNTHER B. ZURSTADT

AH

C0

2/0

4/1

6IS

SU

ED

F

OR

B

ID

1

SE

E S

HE

ET

C

09

MA

TC

HLIN

E S

TA

. 54+

00

C10

ST

A. 4

2+

05

.0

3

45+00 46+00 48+00 49+0047+00 51+0050+00 52+0043+00 53+0044+0042+00 54+00

1

C14

TAXIWAY CENTERLINE MARKING

MATCH EXISTING

MARKING

TAXIWAY D EXTENSIONTAXIWAY D

PAVEMENT MARKING

PLAN

50'0 100'

GRAPHIC SCALE IN FEET

TAXIWAY "D"

EXTENSION

JOB NO.: DRAWN:

DATE:

AHC

FEB 2016

SHEET NO.

BY

SHEET TITLE:

PROJECT NAME:

DA

TE

3900 DON EMERSON DRIVE

GZ

GW

1000 LEGION PLACE, SUITE 1285

ORLANDO, FLORIDA 32801

CERTIFICATE OF AUTHORIZATION #29728

REGIONAL AIRPORTLINDERLAKELAND

KEY MAP

SUITE 210

LAKELAND, FLORIDA 33811

14050.26

DESIGN:

CHECKED:

ENGINEER OF RECORD:

NO

.D

ES

CR

IP

TIO

N

FL PE #58224

GUNTHER B. ZURSTADT

AH

C0

2/0

4/1

6IS

SU

ED

F

OR

B

ID

1

SE

E S

HE

ET

C

12

MA

TC

HLIN

E S

TA

. 54+

00

C11

MATCHLINE SEE SHEET C13

TA

XIW

AY

E

TA

XIW

AY

E

TAXIWAY D EXTENSION

54+00 58+00 59+00 61+0060+0056+00 57+0055+00

STA. 59+26.09

00.00'

1

C14

TAXIWAY CENTERLINE

MARKING, TYP)

MATCH EXISTING

MARKING

MATCH EXISTING

MARKING

1

C14

TAXIWAY CENTERLINE

MARKING, (TYP)

2

C14

TAXIWAY DOUBLE EDGE

MARKING, (TYP)

STA. 59+20.24

60.00' LT

6

0

.

0

'

R

6

0

.

0

'

R

STA. 59+86.02

57.08' RT

STA. 59+80.17

62.92' LT

STA. 59+26.09

00.00'

STA. 59+20.24

00.00'

93.0'

3

C14

INTERMEDIATE HOLDING

POSITION MARKING, (TYP)

93

.0

'

93

.0

'

PAVEMENT MARKING

PLAN

50'0 100'

GRAPHIC SCALE IN FEET

TAXIWAY "D"

EXTENSION

JOB NO.: DRAWN:

DATE:

AHC

FEB 2016

SHEET NO.

BY

SHEET TITLE:

PROJECT NAME:

DA

TE

3900 DON EMERSON DRIVE

GZ

GW

1000 LEGION PLACE, SUITE 1285

ORLANDO, FLORIDA 32801

CERTIFICATE OF AUTHORIZATION #29728

REGIONAL AIRPORTLINDERLAKELAND

KEY MAP

SUITE 210

LAKELAND, FLORIDA 33811

14050.26

DESIGN:

CHECKED:

ENGINEER OF RECORD:

NO

.D

ES

CR

IP

TIO

N

FL PE #58224

GUNTHER B. ZURSTADT

AH

C0

2/0

4/1

6IS

SU

ED

F

OR

B

ID

1

SE

E S

HE

ET

C

11

MA

TC

HLIN

E S

TA

. 54+

00

C12

MATCHLINE SEE SHEET C13

TAXIWAY E

STA. 55+24.87

1,281.67' RT

1

2

5

.

0

'

R

2

C14

TAXIWAY DOUBLE EDGE

MARKING, (TYP)

TA

XIW

AY

E

CLEAN AND RE-STRIPE TAXIWAY

CENTERLINE AND EDGE STRIPES IN

THIS AREA

PAVEMENT MARKING

PLAN

50'0 100'

GRAPHIC SCALE IN FEET

TAXIWAY "D"

EXTENSION

JOB NO.: DRAWN:

DATE:

AHC

FEB 2016

SHEET NO.

BY

SHEET TITLE:

PROJECT NAME:

DA

TE

3900 DON EMERSON DRIVE

GZ

GW

1000 LEGION PLACE, SUITE 1285

ORLANDO, FLORIDA 32801

CERTIFICATE OF AUTHORIZATION #29728

REGIONAL AIRPORTLINDERLAKELAND

KEY MAP

SUITE 210

LAKELAND, FLORIDA 33811

14050.26

DESIGN:

CHECKED:

ENGINEER OF RECORD:

NO

.D

ES

CR

IP

TIO

N

FL PE #58224

GUNTHER B. ZURSTADT

AH

C0

2/0

4/1

6IS

SU

ED

F

OR

B

ID

1

C13

MATCHLINE SEE SHEET C11 SEE SHEET C12

PAVEMENT MARKING

DETAILS

C TAXIWAY

TAXIWAY CENTERLINE MARKINGS

NTS

6" WIDE BLACK BORDER

6" WIDE YELLOW STRIPE

(CONTINUOUS)

NOTE: DO NOT APPLY BLACK PAINT FULL WIDTH OF

MARKING AND THEN APPLY YELLOW OR WHITE PAINT

OVER BLACK PAINT.

GENERAL NOTES

1. UNLESS OTHERWISE INDICATED IN THIS SET OF PLANS, ALL TAXIWAY MARKINGS SHALL BE

AVIATION REFLECTIVE YELLOW WITH GLASS BEADS.

2. ALL MARKINGS SHALL BE OUTLINED IN BLACK (MIN. 6" ALL SIDES, UNLESS OTHERWISE

NOTED).

3. THE TYPE OF PAINT TO BE USED MUST BE IN ACCORDANCE WITH THE P-620 SPECIFICATION.

4. CONTRACTOR SHALL REPAINT AT ITS OWN EXPENSE ANY EXISTING MARKINGS THAT HAVE

BEEN DAMAGED DURING CONSTRUCTION.

NTS

TAXIWAY DOUBLE EDGE

MARKING DETAIL CONTINUOUS

(2) 6" WIDE YELLOW

STRIPES (CONTINUOUS)

(3) 6" WIDE BLACK

STRIPES (CONTINUOUS)

EDGE OF TAXIWAY

OR APRON

L

1

-

TAXIWAY "D"

EXTENSION

JOB NO.: DRAWN:

DATE:

AHC

FEB 2016

SHEET NO.

BY

SHEET TITLE:

PROJECT NAME:

DA

TE

3900 DON EMERSON DRIVE

GZ

GW

1000 LEGION PLACE, SUITE 1285

ORLANDO, FLORIDA 32801

CERTIFICATE OF AUTHORIZATION #29728

REGIONAL AIRPORTLINDERLAKELAND

SUITE 210

LAKELAND, FLORIDA 33811

14050.26

DESIGN:

CHECKED:

ENGINEER OF RECORD:

NO

.D

ES

CR

IP

TIO

N

FL PE #58224

GUNTHER B. ZURSTADT

AH

C0

2/0

4/1

6IS

SU

ED

F

OR

B

ID

1

2

-

3'

3'

YELLOW DASHES ARE TO BE

PLACED SYMMETRICALLY

ABOUT C

AIRCRAFT HOLDING SIDE

6" TAXIWAY C MARKING,

YELLOW

INTERMEDIATE

HOLDING POSITION MARKINGS

NTS

6" TAXIWAY CENTERLINE

MARKING, YELLOW, (TYP),

SEE DETAIL THIS SHEET

1 Y

EL

LO

W L

IN

E

AN

D 2

B

LA

CK

L

IN

ES

@ 1

2" E

A.

L

L

93

' T

O T

AX

IW

AY

CE

NT

ER

LIN

E

3

-

C14

TAXIWAY D EXTENSION

45+00 46+00 48+00 49+0047+00 51+0050+00 52+0043+00 53+0044+0042+00

SOLAR EDGE RPM

(TYP)

8 SPACES @ 188.66' = 1509.28''

188.66'

ST

A.

42

+7

4.2

9

EX

IS

TIN

G R

PM

TAXIWAY D

GRAPHIC SCALE IN FEET

100'50'0

TAXIWAY RPM

LAYOUT PLAN

TAXIWAY "D"

EXTENSION

JOB NO.: DRAWN:

DATE:

AHC

FEB 2016

SHEET NO.

BY

SHEET TITLE:

PROJECT NAME:

DA

TE

3900 DON EMERSON DRIVE

GZ

GW

1000 LEGION PLACE, SUITE 1285

ORLANDO, FLORIDA 32801

CERTIFICATE OF AUTHORIZATION #29728

REGIONAL AIRPORTLINDERLAKELAND

KEY MAP

SUITE 210

LAKELAND, FLORIDA 33811

14050.26

DESIGN:

CHECKED:

ENGINEER OF RECORD:

NO

.D

ES

CR

IP

TIO

N

FL PE #58224

GUNTHER B. ZURSTADT

AH

C0

2/0

4/1

6IS

SU

ED

F

OR

B

ID

1

SE

E S

HE

ET

C

16

MA

TC

HLIN

E S

TA

. 53+

50

C15

54+00 58+00 59+00 61+0060+0056+00 57+0055+00

TAXIWAY D EXTENSION

50.0'

2

S

P

A

C

E

S

@

4

0

.2

6

'

2

S

P

A

C

E

S

@

4

0

.2

6

'

SOLAR EDGE RPM

(TYP)

2 S

PA

CE

S @

87.51'

3 S

PA

CE

S @

34.52'

2 SPACES

@ 32.84'

2

S

P

A

C

E

S

@

4

2

.4

1

'

2 SPACES

@ 3

2.84'

2

S

P

A

C

E

S

@

4

2

.4

1

'

2 S

PA

CE

S

@

47.63

8 SPACES @ 188.66' = 1509.28''

ALIGN

ALIGN

ALIGN

ALIGN

ALIGN

ALIGN

ALIG

N

ALIGN

ALIGN

ALIGN

TA

XIW

AY

E

GRAPHIC SCALE IN FEET

100'50'0

TAXIWAY RPM

LAYOUT PLAN

TAXIWAY "D"

EXTENSION

JOB NO.: DRAWN:

DATE:

AHC

FEB 2016

SHEET NO.

BY

SHEET TITLE:

PROJECT NAME:

DA

TE

3900 DON EMERSON DRIVE

GZ

GW

1000 LEGION PLACE, SUITE 1285

ORLANDO, FLORIDA 32801

CERTIFICATE OF AUTHORIZATION #29728

REGIONAL AIRPORTLINDERLAKELAND

KEY MAP

SUITE 210

LAKELAND, FLORIDA 33811

14050.26

DESIGN:

CHECKED:

ENGINEER OF RECORD:

NO

.D

ES

CR

IP

TIO

N

FL PE #58224

GUNTHER B. ZURSTADT

AH

C0

2/0

4/1

6IS

SU

ED

F

OR

B

ID

1

SE

E S

HE

ET

C

15

MA

TC

HLIN

E S

TA

. 53+

50

C16

46+0045+00 47+00 49+0048+00 50+00 51+00 52+0043+00 44+00 53+0042+00 54+00 59+0058+00 60+00 61+0056+00 57+0055+00

APPROXIMATE SODDING

AREA LIMITS 34,150 SY

TA

XIW

AY

E

TAXIWAY D EXTENSION

TAXIWAY D

TA

XIW

AY

E

RUNWAY 9-27

SODDING PLAN

100'0 200'

GRAPHIC SCALE IN FEET

TAXIWAY "D"

EXTENSION

JOB NO.: DRAWN:

DATE:

AHC

FEB 2016

SHEET NO.

BY

SHEET TITLE:

PROJECT NAME:

DA

TE

3900 DON EMERSON DRIVE

GZ

GW

1000 LEGION PLACE, SUITE 1285

ORLANDO, FLORIDA 32801

CERTIFICATE OF AUTHORIZATION #29728

REGIONAL AIRPORTLINDERLAKELAND

KEY MAP

SUITE 210

LAKELAND, FLORIDA 33811

14050.26

DESIGN:

CHECKED:

ENGINEER OF RECORD:

NO

.D

ES

CR

IP

TIO

N

FL PE #58224

GUNTHER B. ZURSTADT

AH

C0

2/0

4/1

6IS

SU

ED

F

OR

B

ID

1

C17

TAXIWAY E

T

A

X

I

W

A

Y

E

P

R

O

T

E

C

T

P

A

V

E

M

E

N

T

T

O

R

E

M

A

I

N

REHAB

AREA

1

0

0

.

0

'

3

0

0

.

0

'

1

5

0

.

0

'

CLEAN AND RE-STRIPE TAXIWAY

CENTERLINE AND TAXIWAY EDGE

MARKINGS. SEE PAVEMENT MARKING PLAN

FOR EXACT LOCATIONS.

PCC PAVEMENT

REHABILITATION PLAN

20'0 40'

GRAPHIC SCALE IN FEET

TAXIWAY "D"

EXTENSION

JOB NO.: DRAWN:

DATE:

AHC

FEB 2016

SHEET NO.

BY

SHEET TITLE:

PROJECT NAME:

DA

TE

3900 DON EMERSON DRIVE

GZ

GW

1000 LEGION PLACE, SUITE 1285

ORLANDO, FLORIDA 32801

CERTIFICATE OF AUTHORIZATION #29728

REGIONAL AIRPORTLINDERLAKELAND

KEY MAP

SUITE 210

LAKELAND, FLORIDA 33811

14050.26

DESIGN:

CHECKED:

ENGINEER OF RECORD:

NO

.D

ES

CR

IP

TIO

N

FL PE #58224

GUNTHER B. ZURSTADT

AH

C0

2/0

4/1

6IS

SU

ED

F

OR

B

ID

1

C18

1. REMOVE EXISTING JOINT MATERIAL.

A.REMOVE JOINT SEALANT MATERIAL/BACKER RODS BY SAWCUTTING

OR ROUTING.

2. REMOVE JOINT DEBRIS FROM AREA TO BE PRESSURE CLEANED.

3. APPLY PRAMITOL HERBICIDE TO JOINT, OR APPROVED EQUAL.

4. PRESSURE WASH THE CONCRETE.

A.USING WATER, PRESSURE CLEAN/WASH THE CONCRETE SURFACE.

B. THE POWER WASHER SHALL BE RATED AT LEAST 3,000 P.S.I. WITH A

MINIMUM FLOW RATE OF 5 GPM.

C.THE PRESSURE WASHER SHALL UTILIZE A ROTARY NOZZLE.

D.THE PRESSURE WASHER SHALL BE A WALK-BEHIND

WHEEL-MOUNTED TYPE.

E.MINIMIZE THE EXPOSURE OF AGGREGATE WHICH MAY RESULT

FROM THE REMOVAL OF CEMENTITIOUS MATERIAL.

5. AIR BLAST JOINT WITH COMPRESSED AIR (OIL AND WATER FREE) TO

REMOVE SAND, DUST AND WATER.

6. APPLY BACKER RODS AS REQUIRED.

7. APPLY JOINT SEALANT MATERIAL (CRAFCO ROADSAVER 221 OR

APPROVED EQUAL).

8. SEE P-605 SPECIFICATION FOR ADDITIONAL INFORMATION.

NOTES:

CLEAN PCC (45,000 SF)

CLEAN AND RE-SEAL JOINT

CRACK REPAIR AND SEAL

LS

LF

LF

1

4,950

2,700

PCC REHAB QUANTITIES

ITEM UNIT QUANTITY

JOINT

SEALING DETAILS

TAXIWAY "D"

EXTENSION

JOB NO.: DRAWN:

DATE:

AHC

FEB 2016

SHEET NO.

BY

SHEET TITLE:

PROJECT NAME:

DA

TE

3900 DON EMERSON DRIVE

GZ

GW

1000 LEGION PLACE, SUITE 1285

ORLANDO, FLORIDA 32801

CERTIFICATE OF AUTHORIZATION #29728

REGIONAL AIRPORTLINDERLAKELAND

SUITE 210

LAKELAND, FLORIDA 33811

14050.26

DESIGN:

CHECKED:

ENGINEER OF RECORD:

NO

.D

ES

CR

IP

TIO

N

FL PE #58224

GUNTHER B. ZURSTADT

AH

C0

2/0

4/1

6IS

SU

ED

F

OR

B

ID

1

C19

RESEALING CONSTRUCTION JOINTS

NTS

RESEALING EXPANSION JOINT

NTS

NOTES:

1. BACKER RODS SHALL BE 25% LARGER THAN JOINT WIDTH.

2. BACKER RODS SHALL BE MANUFACTURED FROM CLOSED CELL POLYETHYLENE FOAM

COMPATIBLE WITH APPROVED SEALANT.

3. CONTRACTOR SHALL HAVE MANUFACTURER TECHNICAL REPRESENTATIVE ON THE

PROJECT SITE AT THE START OF THE PROJECT TO ENSURE THAT JOINT SEALING,

CRACK SEALING AND SPALL REPAIRS SHALL CONFORM TO THE MANUFACTURER'S

REQUIREMENTS AND RECOMMENDATIONS. THIS REQUIREMENT IS TO ENSURE THAT THE

MANUFACTURER WILL PROVIDE GUARANTEE ON THE PERFORMANCE OF THE MATERIAL.

4. SEE SPECIFICATIONS P-605 FOR DETAILED DESCRIPTION OF INSTALLATION AND

ACCEPTANCE CRITERIA OF JOINT SYSTEMS.

5. CONTRACTOR TO REMOVE ANY EXCESS SEALANT FROM THE PAVEMENT SURFACE.

6. JOINT SIZES ARE BASED ON RECORD DRAWINGS AND MINIMAL SPOT VERIFICATION.

CONTRACTOR SHALL VERIFY EXISTING WIDTH AND ESTIMATE JOINT WIDTH AFTER

CLEANING DURING THE BIDDING PROCESS.

7. THE JOINT BETWEEN THE PCC AND ASPHALT PAVEMENTS SHALL NOT BE MEASURED

FOR PAYMENT BUT SHALL BE INCIDENTAL TO THE COST OF PAY ITEM P-401-1

(BITUMINOUS SURFACE COURSE).

*NOTE:

A VOID OF 1/4" TO 1/2" IS RECOMMENDED TO ALLOW FOR

SURFACE IMPERFECTIONS ON BOTTOM SHELF AND TO

ALLOW FOR POSSIBLE PUMPING OF OLD JOINT FILLING

MATERIAL.

RESEALING CONTRACTION JOINTS

NTS

RESEALING JOINT

BETWEEN PCC & ASPHALT PAVEMENT

NTS

SEE NOTE 7 THIS SHEET REGARDING PAYMENT FOR THE JOINT

BETWEEN THE PCC AND ASPHALT PAVEMENTS.

TAXIWAY "D"

EXTENSION

JOB NO.: DRAWN:

DATE:

AHC

FEB 2016

SHEET NO.

BY

SHEET TITLE:

PROJECT NAME:

DA

TE

3900 DON EMERSON DRIVE

GZ

GW

1000 LEGION PLACE, SUITE 1285

ORLANDO, FLORIDA 32801

CERTIFICATE OF AUTHORIZATION #29728

REGIONAL AIRPORTLINDERLAKELAND

SUITE 210

LAKELAND, FLORIDA 33811

14050.26

DESIGN:

CHECKED:

ENGINEER OF RECORD:

NO

.D

ES

CR

IP

TIO

N

FL PE #58224

GUNTHER B. ZURSTADT

AH

C0

2/0

4/1

6IS

SU

ED

F

OR

B

ID

1

JOINT / CRACK SEALING

& SPALL REPAIR DETAILS

C20

SPALL AND PATCH REPAIR LEGEND

1. SAWCUT AROUND SPALLED AND/OR BROKEN PATCHED AREAS TO A DIMENSION

OF 1" MINIMUM BEYOND THE DISTRESSED AREA. CONCRETE WITHIN THE REPAIR

AREA SHALL BE REMOVED AND ALL UNSOUND CONCRETE REMOVED TO A DEPTH

OF 2" OR PER THE MANUFACTURER'S MINIMUM RECOMMENDATION. THE

ULTIMATE REQUIRED REPAIR DEPTH SHALL BE JOINTLY DETERMINED IN THE

FIELD BY THE CONTRACTOR'S SUPERINTENDENT AND AIRPORT OWNER'S

RESIDENT PROJECT REPRESENTATIVE BY SOUNDING WITH A HAMMER.

2. CLEAN ALL EXPOSED CAVITY SURFACES AS SPECIFIED.

3. PROVIDE NEW JOINT FILLER TO MAINTAIN EXISTING JOINTS AND WORKING

CRACKS. (SEE DETAIL "A").

4. FLUSH AREA WITH WATER TO REMOVE ALL DUST. AIR BLAST WITH OIL-FREE AIR

TO REMOVE ALL WATER AND REMAINING DUST BEFORE PLACING HIGH

PERFORMANCE CONCRETE. (SEE NOTE BELOW)

5. FORM JOINT RESERVOIR FOR JOINT SEALANT PER MANUFACTURER'S

RECOMMENDATIONS AND APPLY PRIMER.

6. BUILD THE CONCRETE SLAB BACK WITH MATERIAL AS INDICATED IN THE

SPECIFICATIONS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION.

7. ONCE THE SPALL AND PATCH REPAIR HAS CURED, CLEAN AND SEAL JOINTS

USING JOINT SEALANT.

8. THE WIDTH OF JOINT FILLER AT CONSTRUCTION AND CONTRACTION JOINTS AND

WORKING CRACKS SHALL BE APPROXIMATELY EQUAL TO THE WIDTH OF THE

EXISTING GAP AT THE JOINT OR CRACK BUT NOT LESS THAN 1/4" OR 3/4" ON

EXPANSION JOINTS. FILLER SHALL BE INSTALLED NEATLY TO PREVENT NEW HIGH

PERFORMANCE CONCRETE MATERIAL FROM BY-PASSING THE FILLER AND

SPANNING THE GAP.

NOTE:

CONCRETE SPALL REPAIR SHALL BE MADE USING SSI FLEXPATCH OR APPROVED

EQUAL.

PANORAMIC VIEW OF SPALL & PATCH REPAIR

NTS

SPALL AT CONSTRUCTION JOINT

NTS

SPALL AT CONTRACTION JOINT

NTS

SPALL AT EXPANSION JOINT

NTS

DETAIL "A"

GROOVE FOR JOINT SEALANT AT SPALL REPAIR

NTS

EXISTING CRACK OR PREVIOUSLY SEALED CRACK

NTS

1. REMOVE OLD SEALANT BY SAWCUTTING OR ROUTING TO SLIGHTLY WIDEN THE

JOINT/CRACK. IMMEDIATELY CLEAN UP DEBRIS TO AVOID OLD MATERIAL BEING

TRACKED ON AND ADHERING TO THE SURFACES, WHICH WILL BE MUCH MORE

DIFFICULT TO CLEAN.

2. IMMEDIATELY WATER WASH THE JOINT/CRACK TO REMOVE SAWING RESIDUE

(WASH IN ONE DIRECTION).

3. AFTER DRYING, SANDBLAST JOINT/CRACK TO REMOVE ADHESIVE RESIDUE (100%

REMOVAL REQUIRED).

4. AIR BLAST JOINT/CRACK WITH OIL AND WATER FREE COMPRESSED AIR TO

REMOVE SAND, DUST AND ALL INCOMPRESSIBLE MATERIALS.

5. INSTALL TEMPORARY BACKER ROD TO PREVENT DEBRIS FROM ENTERING

JOINT/CRACK PRIOR TO SEALING.

6. ALL SPALLS, CRACKS OR PAVEMENT DISTRESSES THAT ARE CAUSED BY THE

CONTRACTOR'S JOINT RESEALING OPERATIONS SHALL BE REPAIRED BY THE

CONTRACTOR AT NO COST TO THE OWNER.

7. ANY MARKINGS AFFECTED BY THE JOINT AND CRACK RESEALING EFFORTS MUST

BE REPLACED IN-KIND. MARKINGS FOR THESE AREAS WILL BE INCIDENTAL TO THE

JOINT AND CRACK REALING.

GENERAL NOTES: JOINT/CRACK RESEALING

1. SINCE ORIGINAL CONSTRUCTION, JOINT/CRACK MOVEMENT HAVE RESULTED IN

JOINTS AND CRACKS OF VARYING AND NON-UNIFORM DIMENSIONS. THE BIDDER

IS URGED TO VISIT THE SITE IN ORDER TO ACHIEVE SATISFACTION AS TO THE

QUANTITY AND CONDITIONS OF THE WORK. ALL JOINT RESEALING SHALL BE

DONE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS

REGARDING JOINT/CRACK SEALING AND PREPARATION, SEALANT BEAD

THICKNESS, MINIMUM JOINT DEPTH, BACKER ROD DIAMETER AND PLACEMENT

DEPTH.

2. THE QUANTITY OF CRACKS TO BE SEALED IS PROVIDED FOR ESTIMATING

PURPOSES ONLY. CRACKS WILL BE SEALED AS DIRECTED BY THE RESIDENT

PROJECT REPRESENTATIVE IN THE FIELD.

JOINT/CRACK RESEALING

1. LENGTH (L) AND WIDTH (W) FOR EACH SPALL AND PATCH REPAIR SHALL BE

DETERMINED IN THE FIELD AS REQUIRED.

2. IN AREAS WHERE SPALL REPAIRS ARE REQUIRED ON EACH SIDE OF JOINT OR

CRACK, A NON-FLEXIBLE TYPE BOND BREAKER OR INSERT SHALL BE SECURED IN

A STRAIGHT ALIGNMENT WITH THE JOINT OR CRACK AFTER BREAKING OUT THE

SPALLED CONCRETE. THE SPALL REPAIR SHALL BE COMPLETED ON ONE SIDE AT

A TIME SIMILAR TO SECTION B-B. A SEALED GROOVE SHALL BE PROVIDED IN

ACCORDANCE WITH DETAIL "A".

3. SEE "SPALL AND PATCH REPAIR LEGEND" FOR MEANING OF CIRCLED NUMBERS

ON SECTIONS A-A, B-B AND C-C.

4. AT TRIANGULAR SPALLS, THE REPAIRS SHALL BE MADE TO AVOID FEATHER

EDGED CORNERS. SAWCUTS SHALL BE MADE TO INTERSECT JOINT LINES AT

APPROXIMATELY 90° FOR NOT LESS THAN THE MINIMUM 2" DIMENSION SHOWN.

5. ANY MARKINGS AFFECTED BY SPALL AND PATCH REPAIR MUST BE REPLACED

IN-KIND. MARKINGS FOR THESE AREAS WILL BE INCIDENTAL TO PATCHING.

SPALL AND PATCH REPAIR

TAXIWAY D

EXISTING

SIGN D-3

DD

EXISTING

SIGN D-2

D

D

INSTALL NEW SIGN FACE

ON SIGN D-3

45+00 46+00 48+00 49+0047+0043+00 44+0042+00

EXISTING SIGN, SIGN PANELS, AND

ACCESSORIES TO BE REMOVED. SIGN

TO BE RELOCATED TO NEW LOCATION.

DEMOLISH EXISTING SIGN PAD.

EXISTING SIGN, SIGN PANELS, AND

ACCESSORIES TO BE REMOVED. SIGN TO BE

RELOCATED TO NEW LOCATION. DEMOLISH

EXISTING SIGN PAD.

SIGNAGE

DEMOLITION PLAN

50'0 100'

GRAPHIC SCALE IN FEET

TAXIWAY "D"

EXTENSION

JOB NO.: DRAWN:

DATE:

AHC

FEB 2016

SHEET NO.

BY

SHEET TITLE:

PROJECT NAME:

DA

TE

3900 DON EMERSON DRIVE

GZ

GW

1000 LEGION PLACE, SUITE 1285

ORLANDO, FLORIDA 32801

CERTIFICATE OF AUTHORIZATION #29728

REGIONAL AIRPORTLINDERLAKELAND

KEY MAP

SUITE 210

LAKELAND, FLORIDA 33811

14050.26

DESIGN:

CHECKED:

ENGINEER OF RECORD:

NO

.D

ES

CR

IP

TIO

N

FL PE #58224

GUNTHER B. ZURSTADT

AH

C0

2/0

4/1

6IS

SU

ED

F

OR

B

ID

1

E01

TAXIWAY E

TA

XIW

AY

E

EXISTING

SIGN E-3

DE

E

D

EXISTING

SIGN D-1

EXISTING

SIGN E-2

D

E

EXISTING SIGN, SIGN PANELS, AND

ACCESSORIES TO BE REMOVED. SIGN

TO BE RELOCATED TO NEW LOCATION.

DEMOLISH EXISTING SIGN PAD, (TYP 3

SIGNS THIS SHEET)

SIGNAGE

DEMOLITION PLAN

50'0 100'

GRAPHIC SCALE IN FEET

TAXIWAY "D"

EXTENSION

JOB NO.: DRAWN:

DATE:

AHC

FEB 2016

SHEET NO.

BY

SHEET TITLE:

PROJECT NAME:

DA

TE

3900 DON EMERSON DRIVE

GZ

GW

1000 LEGION PLACE, SUITE 1285

ORLANDO, FLORIDA 32801

CERTIFICATE OF AUTHORIZATION #29728

REGIONAL AIRPORTLINDERLAKELAND

KEY MAP

SUITE 210

LAKELAND, FLORIDA 33811

14050.26

DESIGN:

CHECKED:

ENGINEER OF RECORD:

NO

.D

ES

CR

IP

TIO

N

FL PE #58224

GUNTHER B. ZURSTADT

AH

C0

2/0

4/1

6IS

SU

ED

F

OR

B

ID

1

E02

TA

XIW

AY

E

TA

XIW

AY

E

TAXIWAY D EXTENSION

NEW

SIGN E-3

INSTALL NEW CONCRETE SIGN PAD,

RELOCATED SIGN, AND NEW SIGN PANELS.

INSTALL SIGN WITH NO ELECTRICAL

COMPONENTS OR CABLING,

(TYP 3 PLACES THIS SHEET)

NOTE:

RELOCATED SIGNS AND NEW CONCRETE SIGN

PADS TO BE INSTALLED WITHOUT ELECTRICAL

COMPONENTS OR CABLES, BUT SHALL BE

READY FOR FUTURE INSTALLATION OF

ELECTRICAL COMPONENTS AND CABLING, (TYP

3 SIGNS THIS SHEET).

30

.0

'

AL

IG

N W

IT

H P

.I. O

F

TA

XIW

AY

D

S

TA

. 5

8+

49

.2

3

NEW

SIGN D-1

P.I.

30.0'

P.I.

NEW

SIGN E-2

30.0'

P.I.

ALIGN

WIT

H P

.I. O

F

TAXIWAY D

STA. 5

9+43.75

ALIGN

WIT

H P

.I. O

F

TAXIWAY D

STA. 5

9+56.79

51+0050+00 52+00 53+00 54+00 58+00 59+00 61+0060+0056+00 57+0055+00

DE

ED

ED

SIGNAGE PLAN

50'0 100'

GRAPHIC SCALE IN FEET

TAXIWAY "D"

EXTENSION

JOB NO.: DRAWN:

DATE:

AHC

FEB 2016

SHEET NO.

BY

SHEET TITLE:

PROJECT NAME:

DA

TE

3900 DON EMERSON DRIVE

GZ

GW

1000 LEGION PLACE, SUITE 1285

ORLANDO, FLORIDA 32801

CERTIFICATE OF AUTHORIZATION #29728

REGIONAL AIRPORTLINDERLAKELAND

KEY MAP

SUITE 210

LAKELAND, FLORIDA 33811

14050.26

DESIGN:

CHECKED:

ENGINEER OF RECORD:

NO

.D

ES

CR

IP

TIO

N

FL PE #58224

GUNTHER B. ZURSTADT

AH

C0

2/0

4/1

6IS

SU

ED

F

OR

B

ID

1

E03

SIGNAGE TABLE

& DETALS

TAXIWAY "D"

EXTENSION

JOB NO.: DRAWN:

DATE:

AHC

FEB 2016

SHEET NO.

BY

SHEET TITLE:

PROJECT NAME:

DA

TE

3900 DON EMERSON DRIVE

GZ

GW

1000 LEGION PLACE, SUITE 1285

ORLANDO, FLORIDA 32801

CERTIFICATE OF AUTHORIZATION #29728

REGIONAL AIRPORTLINDERLAKELAND

SUITE 210

LAKELAND, FLORIDA 33811

14050.26

DESIGN:

CHECKED:

ENGINEER OF RECORD:

NO

.D

ES

CR

IP

TIO

N

FL PE #58224

GUNTHER B. ZURSTADT

AH

C0

2/0

4/1

6IS

SU

ED

F

OR

B

ID

1

NEW SIGN NOTES:

C

L

APPROXIMATE SIGN OUTLINE

2" RIGID GALVANIZED STEEL CONDUIT

RUBBER GROMMET TYPICAL

L-867B 24" DEEP BASE CAN

END BELL TYPICAL

2" SCHED. 40 PVC IN A 4" SAND

ENVELOPE

EXISTING/PROPOSED GRADE

RUBBER GROMMET TYPICAL

END BELL TYPICAL

2" SCHEDULE 40

PVC IN 4" SAND

ENVELOPE TYPICAL

PLAN VIEW

SIDE VIEW

3'-0

"3

'-0

"

VA

RIE

S

VARIES

3'-0" VARIES 2'-0" 1'-0"

SIGN

N.T.S.

N.T.S.

1. ALL TAXIWAY GUIDANCE SIGNS SHALL BE LOCATED 30' OFF THE EDGE OF FULL STRENGTH

PAVEMENT, AS SHOWN ON PLANS, UNLESS NOTED OTHERWISE.

2. FOR LOCATION AND ORIENTATION OF SIGNS AND FOUNDATIONS, SEE PLANS. THE

LOCATION SHOWN ON THE PLANS IS THE PERPENDICULAR DISTANCE FROM THE DEFINED

TAXIWAY/RUNWAY EDGE OF FULL STRENGTH PAVEMENT, TO THE NEAR SIDE OF THE

SIGN'S LONGITUDINAL CENTERLINE (SEE PLAN VIEW).

3. THE CONCRETE BASE SHALL EXTEND 3'-0" BEYOND EACH SIDE OF THE SIGN. THE EDGE OF

THE CONCRETE BASE SHALL EXTEND 12" BEYOND THE CENTERLINE OF THE L-867B BASE

CAN.

TO EDGE OF FULL STRENGTH PAVEMENT

6" MIN.

MIN. 3000 PSI CL1 6"

THICK CONCRETE PAD

WITH 6"X6" WELDED

WIRE FABRIC 3" FROM

THE TOP

TERMINATE WITH END CAPS 5' OUTSIDE OF CONCRETE PAD (TYP)

SIDE 1

SIGN MESSAGE

SIDE 2 SIDE 1 SIDE 2

NUMBER OF

MODULES

NEW

SIGN NUMBER

D-1

-

E-2

E-3

TYPE L-858

Y L BLANK 2

BLANK 2

L Y 3

2

2BLANK

BLANK

SIZE

2

STYLE

2

NOTES:

2 2

2 2

2 2

2 2

2 22

Y L 2 2 2

EXISTING

SIGN NUMBER

D-3

E-2

D-2

D-1

E-3

DD

D D

D E

E D

ED

D E

E D

ED

L Y

L Y

BLANK

BLANK

BLANK

BLANK

BLANKL Y

L Y

Y L

3 2 2

END TOWARD T/W OR R/W

L = L-858L LOCATION SIGN

Y = L-858Y DIRECTION OR BOUNDARY SIGN

SIDE 2

SIDE 1

BLANK = SIGN PANEL WITHOUT INSCRIPTION

NOTES:

2. INSTALL NEW CONCRETE PAD, BASE CAN ETC. PER DETAILS AT THE LOCATIONS SHOWN IN THE

PLANS. INSTALL SIGN PREVIOUSLY REMOVED FROM OTHER LOCATIONS. FURNISH AND INSTALL

NEW SIGN PANELS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE QUANTITY OF SIGN

MODULES IS BASED ON ONE OR TWO CHARACTERS PER MODULE. PAYMENT SHALL BE MADE ON

THE BASIS OF A MODULE CONSISTING OF TWO CHARACTERS, REGARDLESS OF THE

MANUFACTURING METHODS OR TECHNIQUES. THE EXISTING SIGNS ARE ADB-SEIMENS. SIGN

PANELS SHALL BE MANUFACTURED BY ADB-SEIMENS.

EXISTING SIGN NUMBERS AND NEW SIGN NUMBERS DEPICTED IN THE PLAN SET AND SIGNAGE

TABLE ARE FOR IDENTIFICATION PURPOSES ONLY. THE FINAL SIGN ID NUMBERS ARE TO BE

DETERMINED BY OWNER.

TYPE DESIGNATIONS

1

1

1

1

1

2

2

2

3.

E04

REMOVE EXISTING SIGN AND FRANGIBLE COUPLINGS. DEMOLISH EXISTING CONCRETE SIGN PAD.

RELOCATE EXISTING SIGN TO LOCATIONS SHOWN IN PLANS. (EXISTING SIGNS TO BE REUSED TO

BE DETERMINED BY OWNER).

1.