LAKELAND LINDER REGIONAL AIRPORT

Transcription

CONSTRUCTION PLANS FOR
TAXIWAY "D" EXTENSION
ISSUED FOR BID
LAKELAND
LINDER
REGIONAL AIRPORT
LAKELAND CITY COMMISSION MEMBERS
R. HOWARD WIGGS
JUSTIN TROLLER
PHILLIP WALKER
BILL READ
EDIE YATES
DON SELVAGE
JIM MALLESS
MAYOR
COMMISSIONER
COMMISSIONER
COMMISSIONER
COMMISSIONER
COMMISSIONER
COMMISSIONER
FDOT FM NO. 433638-1-94-01
CITY OF LAKELAND BID NO. 6062
AHC PROJECT NO. 14050.26
LAKELAND CITY MANAGEMENT
TONY DELGADO
BRAD JOHNSON
CITY MANAGER
INTERIM DEPUTY CITY MANAGER
EUGENE B. CONRAD, III, C.M.
AIRPORT DIRECTOR
MARIANNA
FERNANDINA BEACH
PENSACOLA
TALLAHASSEE
JACKSONVILLE
ST. AUGUSTINE
NORTH
TO TAMPA
INTERSTATE 4
LEESBURG
ORLANDO
KISSIMMEE
TAMPA
ST. PETERSBURG
HAINES CITY
LAKELAND
BARTOW
PLANT CITY
MELBOURNE
VERO BEACH
BRADENTON
W. PALM BEACH
FT. MYERS
LAKELAND, FLORIDA
1000 LEGION PLACE, SUITE 1285
ORLANDO, FL 32801
CERTIFICATE OF AUTHORIZATION #29728
MIAMI
LAKELAND
98
E EDGEWOOD DR
FOUNTAIN
HEIGHTS
37
MEDULLA RD
39
SMITH RYALS RD
LOCATION OF PROJECT
DRANE FIELD RD
ARIANA ST
POLK COUNTY
PARKWAY
CORONET
MEDULA RD
FT. PIERCE
OKEECHOBEE
92
HARDEN BLVD
OCALA
TO
ORLANDO
AIRPORT RD
ORMOND BEACH
DAYTONA BEACH
EWELL RD
YATES RD
CROSS CITY
SHEPHERD RD
60
FEBRUARY, 2016
LAKELAND LINDER
REGIONAL AIRPORT
WILLOW OAK
KEY WEST
VICINITY MAP
LAKELAND
HIGHLANDS
RD.
S. COMBEE RD
NORTH
GAINESVILLE
COUNTY LINE RD
APALACHICOLA
REYNOLDS RD
PERRY
LAKE CITY
LOCATION MAP
HALLAM DR
LAKE MIRIAM DR
540
COLBERT
RD
YARBOROUGH LN
PANAMA CITY
CLUBHOUSE
RD
540A
LAKELAND
LINDER
REGIONAL AIRPORT
3900 DON EMERSON DRIVE
SUITE 210
LAKELAND, FLORIDA 33811
SURVEY CONTROL PLAN
GEOMETRY PLAN
GEOMETRY PLAN
TYPICAL PAVEMENT SECTION & PAVEMENT DETAILS
PLAN & PROFILE
PLAN & PROFILE
PAVEMENT ELEVATION PLAN
PAVEMENT ELEVATION PLAN
DRAINAGE PLAN
DRAINAGE PLAN
PAVEMENT MARKING PLAN
PAVEMENT MARKING DETAILS
TAXIWAY RPM LAYOUT PLAN
TAXIWAY RPM LAYOUT PLAN
SODDING PLAN
PCC PAVEMENT REHABILITATION PLAN
JOINT SEALING DETAILS
CRACK AND SPALL REPAIR DETAILS
BY
C01
C02
C03
C04
C05
C06
C07
C08
C09
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
AIRFIELD SIGNAGE
E01
E02
E03
E04
AHC
DEMOLITION PLAN
DEMOLITION PLAN
DEMOLITION PLAN
DEMOLITION NOTES
DESCRIPTION
CD01
CD02
CD03
CD04
DATE
COVER SHEET
INDEX OF DRAWINGS
SUMMARY OF QUANTITIES
CONTRACT LAYOUT PLAN
GENERAL NOTES & SECURITY NOTES
SAFETY NOTES
IMAGINARY SURFACES PLAN
MISCELLANEOUS DETAILS
EROSION CONTROL PLAN
EROSION CONTROL NOTES
EROSION CONTROL DETAILS
BORING & CORING LOCATION PLAN
SOIL BORING PROFILES
EXISTING CONDITIONS LEGEND
EXISTING CONDITIONS PLAN
EXISTING CONDITIONS PLAN
PHASING PLAN NOTES
PHASING PLAN (PHASE 1)
SHEET NO. DESCRIPTION
02/04/16 ISSUED FOR BID
G01
G02
G03
G04
G05
G06
G07
G08
G09
G10
G11
G12
G13
G14
G15
G16
G17
G18
G19
G20
DESCRIPTION
ORLANDO, FLORIDA 32801
NO.
SHEET NO.
CIVIL
1
GENERAL
PROJECT NAME:
SIGNAGE DEMOLITION PLAN
SIGNAGE DEMOLITION PLAN
SIGNAGE PLAN
SIGNAGE TABLE & DETAILS
TAXIWAY "D"
EXTENSION
SHEET TITLE:
INDEX OF
DRAWINGS
ENGINEER OF RECORD:
GUNTHER B. ZURSTADT
FL PE #58224
JOB NO.:
14050.26
DRAWN:
DATE:
FEB 2016
DESIGN:
SHEET NO.
CHECKED:
G02
GW
GZ
AHC
LAKELAND
LINDER
REGIONAL AIRPORT
SUITE 210
AHC
02/04/16
1
ISSUED FOR BID
DATE
NO.
DESCRIPTION
BY
PROJECT NAME:
TAXIWAY "D"
EXTENSION
SHEET TITLE:
SUMMARY OF
QUANTITIES
ENGINEER OF RECORD:
GUNTHER B. ZURSTADT
FL PE #58224
JOB NO.:
14050.26
DRAWN:
DATE:
FEB 2016
DESIGN:
SHEET NO.
CHECKED:
G03
GW
GZ
AHC
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.
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.
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.
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.
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.
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.
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.
9.
CONTRACTOR WILL HAVE ACCESS TO WATER AT FIRE HYDRANT LOCATED NEARBY TO GATE
44. COORDINATE USAGE WITH CITY OF LAKELAND UTILITY DEPARTMENT.
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
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.
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.
BY
3.
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.
SUITE 210
AHC
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.
2.
LAKELAND
LINDER
REGIONAL AIRPORT
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.
DESCRIPTION
2.
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.
DATE
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.
1.
1
SECURITY
NO.
GENERAL NOTES
PROJECT NAME:
TAXIWAY "D"
EXTENSION
SHEET TITLE:
GENERAL NOTES &
SECURITY NOTES
ENGINEER OF RECORD:
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.
GUNTHER B. ZURSTADT
FL PE #58224
JOB NO.:
14050.26
DRAWN:
DATE:
FEB 2016
DESIGN:
SHEET NO.
14. CONTRACTOR SHALL PROVIDE A 24-HOUR EMERGENCY CONTACT LIST FOR ALL
SUB-CONTRACTORS THROUGHOUT CONSTRUCTION.
CHECKED:
G05
GW
GZ
AHC
SAFETY NOTES
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.
6.
7.
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.
19.
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.
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.
20.
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.
21.
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".
22.
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.
23.
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.
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.
24.
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.
D. BE AWARE OF AND UNDERSTAND FAA AC 150/5210-5D, "PAINTING, MARKING AND LIGHTING OF
VEHICLES USED ON AN AIRPORT".
25.
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.
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.
E. BE AWARE OF AND UNDERSTAND FAA AC 150/5210-24 "AIRPORT FOREIGN OBJECT DEBRIS (FOD)
MANAGEMENT".
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.
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.
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.
NO.
C/L RUNWAY 9-27
HORIZONTAL SURFACE ELEV. (283')
150'
1
PROJECT NAME:
PRIMARY SURFACE (PS)
7
1
ESTABLISHED AIRPORT
ELEV= 142
7
1000'
PRIMARY SURFACE
SHEET TITLE:
SAFETY NOTES
N.T.S.
11. CONTRACTOR SHALL PROVIDE A SAFETY OFFICER/CONSTRUCTION INSPECTOR FAMILIAR WITH
AIRPORT SAFETY TO MONITOR CONSTRUCTION ACTIVITIES.
ENGINEER OF RECORD:
TRANSITIONAL SURFACE
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.
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.
14.
IN ADDITION, VEHICLES SHALL DISPLAY IDENTIFICATION MEDIA, AS SPECIFIED IN THE AIRPORTS SECURITY
PLAN.
15.
EMPLOYEE PARKING SHALL BE PROVIDED AS SHOWN IN THE DRAWINGS.
TAXIWAY "D"
EXTENSION
RUNWAY 9-27 TYPICAL SECTION
FAR PART 77 IMAGINARY SURFACES
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.
13.
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.
TRANSITIONAL SURFACE
H. PROMPTLY TAKE ALL ACTIONS NECESSARY TO PREVENT OR REMEDY ANY UNSAFE OR
POTENTIALLY UNSAFE CONDITIONS AS SOON AS THEY ARE DISCOVERED.
RUNWAY PROTECTION ZONE (RPZ). AN AREA OFF THE RUNWAY END TO ENHANCE THE
PROTECTION OF PEOPLE AND PROPERTY ON THE GROUND.
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.
SUITE 210
BY
DURING PERFORMANCE OF THIS CONTRACT, THE AIRPORT RUNWAYS, TAXIWAYS AND AIRCRAFT
PARKING APRONS SHALL REMAIN IN USE BY AIRCRAFT TO THE MAXIMUM EXTENT POSSIBLE.
18.
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.
AHC
3.
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.
DEFINITIONS:
DESCRIPTION
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.
17.
LAKELAND
LINDER
REGIONAL AIRPORT
DATE
2.
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
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".
1.
16.
1
THROUGHOUT THE CONSTRUCTION PROJECT, THE FOLLOWING SAFETY AND OPERATIONAL PRACTICES
SHALL BE OBSERVED:
C/L RUNWAY 5-23
HORIZONTAL SURFACE ELEV. (291')
PRIMARY SURFACE (PS)
150'
1
1
7
500'
PRIMARY SURFACE
RUNWAY 5-23 TYPICAL SECTION
FAR PART 77 IMAGINARY SURFACES
N.T.S.
ESTABLISHED AIRPORT
ELEV= 142
7
GUNTHER B. ZURSTADT
FL PE #58224
JOB NO.:
14050.26
DRAWN:
DATE:
FEB 2016
DESIGN:
SHEET NO.
CHECKED:
G06
GW
GZ
AHC
DRANE FIELD RD.
LAKELAND
LINDER
REGIONAL AIRPORT
FA
AP
SU PR
R OA
FA C
C H
E
400
O
350
R
SA
PE
CH
:1
34
OA
PR
AP
:1
O
0
15
SL
SUITE 210
E
AC
RF
SU
34
300
4
SA
FA
R
O
250
SA
R
RSA
OFA
FACE
OFA
RSA
OFA
RSA
OFA
RSA
OFA
RSA
OFA
O
FA
SA
OFA
OFA
RSA
RSA
RSA
OFA
RSA
RSA
OFA
150
APPROACH
SURFACE
SLOPE 34:1
KEY MAP
RSA
OFA
OFA
34:1 APPR
O
ACH SUR
150
FACE
PROJECT AREA
DESCRIPTION
SA
R
5
O
12
20
0
O
DATE
FA
R
9
9.
NO.
FA
SA
15
0
B1
350
400
1
O
7:1 TRANSITIONAL SURFACE
300
FA
SA
R
O
FA
R
SA
250
O
FA
O
200
R
SA
FA
R
SA
H SUR
PROAC
50:1 AP
RSA
FA
RSA
9-27
RSA
RSA
O
141.6
RSA
OFA
500.0'
GROUP IV RSA
RSA
OFA
800.0'
GROUP IV R/W OFA
RSA
OFA
1000.00'
PRIMARY SURFACE
RSA
OFA
131.7
150
APPROACH
SURFACE
SLOPE 50:1
RSA
OFA
U 80
P
0
IV .0'
R
/W
A
0' R S
0.
50 P IV
U
O
RSA
OFA
R
OFA
R
O
BY
G
150
OFA
FA
R
SA
O
R
G
0'
0. R Y
50 M A C E
I FA
PR UR
S
200
AHC
O
23
3A
FA
0
1.
14
B2
2A
3B
1
2B
H
25
0
SA
PROJECT NAME:
AIRSIDE CENTER
0
15
30
0
R
FA
AP
O
S
SL UR
O FA
PE C
34 E
:1
AC
O
PR
TAXIWAY "D"
EXTENSION
35
0
NO OBJECT SHALL PENETRATE
PART 77 IMAGINARY SURFACES (TYP)
E
NO OBJECT SHALL PENETRATE
PART 77 IMAGINARY SURFACES (TYP)
DR.
SU
40
RF
0
AC
SHEET TITLE:
IMAGINARY SURFACES
PLAN
MEDULLA RD.
0
20
AIRSIDE CENTER DR.
CH
OA
AP
PR
50
:1
AIRCRAFT DRIVE
ENGINEER OF RECORD:
0
1
7:
RF
SU
LEGEND
O
TI
SI
AN
TR
800'
GRAPHIC SCALE IN FEET
E
AC
L
NA
400'
WORK AREA BOUNDARY
ACCESS / HAUL ROUTE
0
25
280
WEST PIPKIN RD.
PART 77 IMAGINARY
CONTOUR
GUNTHER B. ZURSTADT
FL PE #58224
JOB NO.:
14050.26
DRAWN:
DATE:
FEB 2016
DESIGN:
SHEET NO.
CHECKED:
G07
GW
GZ
AHC
LAKELAND
LINDER
REGIONAL AIRPORT
SUITE 210
TAXIWAY "D" EXTENSION
LOW PROFILE BARRICADE NOTES: (OWNER PROVIDED)
LAKELAND CITY COMMISSION MEMBERS
R. HOWARD WIGGS
JUSTIN TROLLER
PHILLIP WALKER
BILL READ
EDIE YATES
DON SELVAGE
JIM MALLESS
1. MAXIMUM TOTAL HEIGHT OF BARRICADES SHALL NOT BE MORE THAN 18 INCHES
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.
MAYOR
COMMISSIONER
COMMISSIONER
COMMISSIONER
COMMISSIONER
COMMISSIONER
COMMISSIONER
LAKELAND CITY MANAGEMENT
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.
TONY DELGADO
BRAD JOHNSON
CITY MANAGER
INTERIM DEPUTY CITY MANAGER
AIRPORT DIRECTOR
EUGENE B. CONRAD III, C.M.
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.
LAKELAND, FLORIDA
POLK COUNTY
6. CAUTION LIGHTS SHALL BE RED IN COLOR AND FLASHING DURING HOURS OF DARKNESS.
FDOT FM NO. XXXXXX-X-XX-XX
CITY OF LAKELAND BID NO. XXXX
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.
GENERAL CONTRACTOR
1000 LEGION PLACE., SUITE 1285
ORLANDO, FL 32801
CITY OF LAKELAND
FLORIDA DEPARTMENT OF TRANSPORTATION
BY
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.
3
AHC
PROJECT FUNDED BY:
8. ALL LOW PROFILE BARRICADES ARE TO BE PLACED AT A MAXIMUM INTERVAL OF TWENTY FIVE FEET (25')
ON CENTER.
PROJECT SIGN DETAIL
NTS
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.
SANDBAG, 25 LB. MIN.
ONE EACH END
WHEN BARRICADE LINE CROSSES
TAXIWAY/TAXILANE LOW PROFILE
BARRICADE SHALL BE CENTERED ON
TAXIWAY/TAXILANE CENTERLINE.
NO.
0"
8'-
DESCRIPTION
1.
DATE
12"x12" FLAG
BRIGHT ORANGE
PROVIDE 12 GA.
WIRE STIFFENER
8' SQUARE
BARRICADE
1
RED FLASHING
LIGHTS
NOTES
PROJECT NAME:
TAXIWAY "D"
EXTENSION
LOW PROFILE BARRICADE DETAIL
1
NTS
'
30
SHEET TITLE:
5'
MISCELLANEOUS
DETAILS
12
NOTE: ALL VEHICLES SHALL BE
EQUIPPED WITH A FLAG WHILE IN THE
AIR OPERATION AREA.
.5
'
ENGINEER OF RECORD:
3'
YELLOW, VINYL COATED
WINDSCREEN MATERIAL
WITH GROMMETS
3'
TAXIWAY CENTERLINE
4
AVIATION ORANGE
AVIATION WHITE
2
VEHICLE FLAG
NOTES
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.
CLOSED TAXIWAY MARKING
NTS
GUNTHER B. ZURSTADT
FL PE #58224
JOB NO.:
14050.26
DRAWN:
DATE:
FEB 2016
DESIGN:
SHEET NO.
CHECKED:
NTS
G08
GW
GZ
AHC
LAKELAND
LINDER
REGIONAL AIRPORT
PAPI
SUITE 210
TWY "A4"
TAXIWAY "A"
A5"
Y"
IWA
TAX
0
200'
400'
RUNWAY 9-27
"B
"
PAPI
TA
X
IW
AY
TYPE 2 BARRIER FOR
UNPAVED DITCH
TAXIWAY "D"
TAXIWAY "D"
BY
TYPE 2 BARRIER FOR
UNPAVED DITCH
5-
23
B3
TA
XI
W
AY
AY
"D
"
NO.
R
U
N
W
DATE
T/
W
TAXIWAY "E"
PAPI
DESCRIPTION
SOUTHWEST
APRON
TYPE 2 BARRIER FOR
UNPAVED DITCH
VORTAC
RCO
AHC
TYPE III SILT FENCE
1
TAXIWAY "D1"
TA
AY
W
XI
PROJECT NAME:
1"
"B
TAXIWAY "D"
EXTENSION
TAXIWAY "E"
SHEET TITLE:
LEGEND
EROSION CONTROL
PLAN
ENGINEER OF RECORD:
AIRSIDE
CENTER
DRIVE
BARRIER FOR
UNPAVED
TAXIWAY "E1"
TAXILANE "F"
KEY MAP
DITCHES
APRON
FLIGHT LINE DRIVE
TYPE III SILT FENCE
AIRSIDE CENTER
SEE SHEET G10 FOR NOTES AND
SHEET G11 FOR DETAILS.
GUNTHER B. ZURSTADT
FL PE #58224
JOB NO.:
14050.26
DRAWN:
DATE:
FEB 2016
DESIGN:
SHEET NO.
CHECKED:
G09
GW
GZ
AHC
LAKELAND
LINDER
REGIONAL AIRPORT
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.
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.
BY
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
AHC
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.
DESCRIPTION
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.
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.
DATE
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
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.
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.
1
1. NATURE OF CONSTRUCTION ACTIVITY:
TAXIWAY D EXTENSION
SUITE 210
III. OTHER CONTROLS
NO.
I. SITE DESCRIPTION
PROJECT NAME:
TAXIWAY "D"
EXTENSION
SHEET TITLE:
EROSION CONTROL
NOTES
ENGINEER OF RECORD:
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.
GUNTHER B. ZURSTADT
FL PE #58224
JOB NO.:
14050.26
DRAWN:
DATE:
FEB 2016
DESIGN:
SHEET NO.
CHECKED:
G10
GW
GZ
AHC
6' MAX.
PRINCIPLE POST POSITION
(CANTED 20° TOWARD FLOW)
20° +
-
8" 15" - 18"
3' OR MORE
VERTICAL
OPTIONAL
POST POSITIONS
POST OPTIONS: WOOD 2-1/2" Ø MIN.
WOOD 2"X4"
OAK 1-1/2"X1-1/2"
STEEL 1.33 LBS/FT.
12" MIN.
LAKELAND
LINDER
REGIONAL AIRPORT
SUITE 210
FILTER FABRIC
SILT FLOW
SECTION
ELEVATION
FILTER FABRIC SHALL BE IN ACCORDANCE WITH
FLORIDA DEPARTMENT OF ENVIRONMENTAL
PROTECTION "FLORIDA STORMWATER AND
SEDIMENTATION CONTROL INSPECTOR'S MANUAL".
1
TYPE III SILT FENCE
BY
WOVEN FILTER FABRIC IN ABSENCE OF
ESTABLISHED GRASS (APPROX. 12' X 12').
SECURE EDGES BY ENTRENCHING AND
EXTEND UNDER BAGS AND BALES.
AHC
NTS
SAND BAGS
DESCRIPTION
NO.
DATE
PLAN
LOOSE SOIL PLACED BY SHOVEL AND
LIGHTLY COMPACTED ALONG THE
UPSTREAM EDGE OF BALES.
LOOSE SOIL PLACED BY SHOVEL AND
LIGHTLY COMPACTED ALONG THE
UPSTREAM EDGE OF BALES.
1
PLAN
FLOW
FLOW
5' MIN.
PROJECT NAME:
TAXIWAY "D"
EXTENSION
SHEET TITLE:
RAIL
TYPE III SILT FENCE PROTECTION
AROUND DITCH BOTTOM INLETS.
POST
EROSION CONTROL
DETAILS
TYPE III SILT FENCE
1' MIN.
RECOMMENDED
5' TYP.
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.
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.
5' TYP.
SILT FENCE APPLICATIONS
NTS
3
ENGINEER OF RECORD:
ANCHOR BALES WITH 2 -2"X2"X4' STAKES PER BALE
ELEVATION TYPE II
2
1' MIN.
RECOMMENDED
ELEVATION TYPE I
BARRIER FOR UNPAVED DITCHES
NTS
GUNTHER B. ZURSTADT
FL PE #58224
JOB NO.:
14050.26
DRAWN:
DATE:
FEB 2016
DESIGN:
SHEET NO.
CHECKED:
G11
GW
GZ
AHC
LAKELAND
LINDER
REGIONAL AIRPORT
RUNWAY 9-27
R
U
N
W
AY
523
SUITE 210
0
100'
200'
TAXIWAY E
44+00
44+00
43+00
43+00
46+00
46+00
45+00
45+00
TAXIWAY D
B2
47+00
47+00
48+00
48+00
49+00
49+00
51+00
51+00
52+00
52+00
53+00
53+00
54+00
54+00
CBR6
55+00
55+00
B6
CBR5
B4
B3
CBR3
56+00
56+00
57+00
57+00
58+00
58+00
B7
60+00
60+00
59+00
59+00
61+00
61+00
BC1
KEY MAP
BY
CBR1
CBR4
B5
50+00
50+00
AHC
CBR2
B1
42+00
42+00
NO.
DATE
DESCRIPTION
D
1
IW
AY
TA
X
PROJECT NAME:
TAXIWAY "D"
EXTENSION
SHEET TITLE:
BORING & CORING
LOCATION PLAN
BORE
NUMBER
B1
B2
B3
B4
B5
B6
B7
TW
Y
BORE / CORE LOCATION DATA
ENGINEER OF RECORD:
D
NORTHING
1328118.00
1328098.56
1328074.06
1328099.57
1328125.08
1328100.59
1328076.10
EASTING
652129.15
652354.20
652579.25
652804.20
653029.14
653254.20
653479.25
CBR
NUMBER
CBR1
CBR2
CBR3
CBR4
CBR5
CBR6
NORTHING
1328055.51
1328130.31
1328057.92
1328137.00
1328063.79
1328132.38
EASTING
652180.51
652708.71
652882.27
653112.84
653305.35
653604.27
BORE-CORE
NUMBER
BC1
NORTHING
1328098.55
EASTING
653735.70
NOTE:
1. SUBCONSULTANT TO COORDINATE SCHEDULE AND
ACCESS WITH THE OWNER, WHO WILL BE RESPONSIBLE
FOR THE SUNSHINE ONE CALL.
GUNTHER B. ZURSTADT
FL PE #58224
JOB NO.:
14050.26
DRAWN:
DATE:
FEB 2016
DESIGN:
SHEET NO.
CHECKED:
G12
GW
GZ
AHC
LAKELAND
LINDER
REGIONAL AIRPORT
SUITE 210
BY
DESCRIPTION
DATE
1
NO.
AHC
PROJECT NAME:
TAXIWAY "D"
EXTENSION
SHEET TITLE:
SOIL BORING
PROFILES
ENGINEER OF RECORD:
GUNTHER B. ZURSTADT
FL PE #58224
JOB NO.:
14050.26
DRAWN:
DATE:
FEB 2016
DESIGN:
SHEET NO.
CHECKED:
G13
GW
GZ
AHC
LAKELAND
LINDER
REGIONAL AIRPORT
SURVEYOR'S NOTES:
SUITE 210
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.
BY
DESCRIPTION
DATE
1
NO.
AHC
PROJECT NAME:
TAXIWAY "D"
EXTENSION
SHEET TITLE:
EXISTING CONDITIONS
LEGEND
ENGINEER OF RECORD:
GUNTHER B. ZURSTADT
FL PE #58224
JOB NO.:
14050.26
DRAWN:
DATE:
FEB 2016
DESIGN:
SHEET NO.
CHECKED:
G14
GW
GZ
AHC
LAKELAND
LINDER
REGIONAL AIRPORT
0
50'
100'
SEE SHEET G16
SUITE 210
BY
48+00
49+00
50+00
51+00
52+00
53+00
DATE
DESCRIPTION
47+00
46+00
45+00
1
44+00
NO.
43+00
PROJECT NAME:
TAXIWAY "D"
EXTENSION
TA
XI
SHEET TITLE:
W
AY
D
MATCHLINE STA. 53+00
42+00
AHC
KEY MAP
EXISTING
CONDITIONS PLAN
ENGINEER OF RECORD:
GUNTHER B. ZURSTADT
FL PE #58224
JOB NO.:
14050.26
DRAWN:
DATE:
FEB 2016
DESIGN:
SHEET NO.
CHECKED:
G15
GW
GZ
AHC
LAKELAND
LINDER
REGIONAL AIRPORT
SEE SHEET G15
TAXIWAY E
SUITE 210
0
50'
100'
BY
56+00
57+00
58+00
59+00
60+00
61+00
NO.
DATE
DESCRIPTION
55+00
54+00
1
53+00
AHC
KEY MAP
PROJECT NAME:
TAXIWAY "D"
EXTENSION
EXISTING
CONDITIONS PLAN
TAXIWAY E
SHEET TITLE:
ENGINEER OF RECORD:
GUNTHER B. ZURSTADT
FL PE #58224
JOB NO.:
14050.26
DRAWN:
DATE:
FEB 2016
DESIGN:
SHEET NO.
CHECKED:
G16
GW
GZ
AHC
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.
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.
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.
BY
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.
12. THE CONTRACTOR SHALL PROVIDE, MAINTAIN, MOVE AND REMOVE (AS DIRECTED)
CONSTRUCTION BARRICADES AND PAVEMENT MARKINGS TO DELINEATE AREAS
CLOSED TO AIRCRAFT TRAFFIC.
3. CONTRACTOR TO EXERCISE EXTREME CAUTION WHEN OPERATING IN
THESE AREAS TO PREVENT INTERFERENCE WITH AIRCRAFT
OPERATIONS IN THE ADJACENT AREAS.
AHC
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.
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.
2. ALL WORK ACCOMPLISHED DURING PHASES SHALL COMPLY WITH
THE SAFETY AND SECURITY REQUIREMENTS STIPULATED IN THESE
DRAWINGS AND OTHER CONTRACT PROVISIONS.
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.
DESCRIPTION
4. CONTRACTOR SHALL REMOVE ALL EQUIPMENT FROM SAFETY AND OBJECT FREE
AREAS DURING HOURS OF AIRCRAFT 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.
DATE
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.
SUITE 210
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. 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.
GENERAL NOTES
1
1. ALL PHASES SHALL REMAIN SEPARATE AND INDEPENDENT.
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.
NO.
OVERALL PHASING NOTES:
LAKELAND
LINDER
REGIONAL AIRPORT
PROJECT NAME:
TAXIWAY "D"
EXTENSION
SHEET TITLE:
PHASING PLAN
NOTES
ENGINEER OF RECORD:
GUNTHER B. ZURSTADT
FL PE #58224
JOB NO.:
14050.26
DRAWN:
DATE:
FEB 2016
DESIGN:
SHEET NO.
CHECKED:
G17
GW
GZ
AHC
PROCUREMENT PHASE
OPERATIONAL CONSTRAINTS
1.
SUBMIT AND SEEK APPROVALS ON SHOP
DRAWINGS.
1.
TAXIWAY D IS CLOSED BETWEEN EASTERLY RUNWAY 5-23
SAFETY AREA AND TAXIWAY E.
2. ALL NOTAMS TO BE ISSUED AND COORDINATED BY AIRPORT
REPRESENTATIVES.
2.
ORDER ALL LONG LEAD TIME ITEMS.
2.
ALL OTHER RUNWAYS AND TAXIWAYS TO REMAIN OPEN.
3. AIRPORT TO LOCATE ANY UNDERGROUND ELECTRICAL LINES
WITHIN WORK AREAS PRIOR TO THE
START OF
A CONSTRUCTION.
TAXIWAY
CONSTRUCTION ITEMS:
NONE, ALL RUNWAYS AND TAXIWAYS ARE OPEN UNTIL PHASE
1 BEGINS.
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
A THEY ARE NOT
TAXIWAY
DETRIMENTAL TO THE CONSTRUCTION SCHEDULE OR
BUDGET. SEE OPERATIONAL CONSTRAINTS FOR EACH PHASE.
RSA
RSA
RSA
RSA
0
150'
300'
A5
RSA
RSA
RSA
RSA
RSA
RSA
RSA
RSA
NOTE:
ALL CONSTRUCTION VEHICLES MUST
ACCESS SITE FROM EAST ENTRANCE IN
PHASE 1.
BY
KEY MAP
R
SA
R
SA
7
9-2
RSA
RSA
500'
RUNWAY 9-27
RSA
SUITE 210
AHC
Y
IWA
TAX
RSA
RSA
RSA
RSA
RSA
RSA
LAKELAND
LINDER
REGIONAL AIRPORT
RWY 9-27
SAFETY AREA
2.
DURATION: 42 DAYS (ESTIMATE CALENDAR DAYS 1 - 42)
1. CONTRACTOR SHALL DEMONSTRATE THE ABILITY TO ACCESS THE
CONSTRUCTION SITE WHILE MAINTAINING AIRFIELD SECURITY
DURING ALL PHASES OF CONSTRUCTION.
R
SA
1.
NOTES (PHASES 1-3):
PHASE 1
PROCUREMENT PHASE
WORK TO BE ACCOMPLISHED
TSA
TSA
TSA
AY
NO.
PROJECT NAME:
TAXIWAY "D"
EXTENSION
23
5-
TA
SHEET TITLE:
XI
W
D
PHASING PLAN
PHASE 1
LEGEND
R
SA
PHASE 1 WORK TO BE ACCOMPLISHED
AY
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.
LOW PROFILE BARRICADE
ENGINEER OF RECORD:
TAXIWAY CLOSURE MARKER
PHASE WORK AREA
SA
1.
R
R
SA
U
R
W
N
TAXIWAY E
R
SA
'
SA
23 EA
5- R
Y A
W Y
R ET
F
SA
50
0
R
TA
XI
W
AY
B
DATE
DESCRIPTION
STA. 58+54±
TAXIWAY D1
R
SA
TSA
PHASE 1
R
SA
TAXIWAY D
1
TSA
TSA
TAXIWAY E
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.
TAXIWAY E
GUNTHER B. ZURSTADT
FL PE #58224
JOB NO.:
14050.26
DRAWN:
DATE:
FEB 2016
DESIGN:
SHEET NO.
CHECKED:
G18
GW
GZ
AHC
4.
5.
1.
PHASE 2 BARRICADES AND CLOSURE MARKERS IN PLACE FROM PHASE 1 AS SHOWN.
2.
TAXIWAY E IS CLOSED BETWEEN RUNWAY 27 SAFETY AREA
AND THE SOUTH FUEL FARM APRON.
PHASE WORK AREA
REMOVE PORTIONS OF TAXIWAY E PAVEMENT AND STRIP GROUND PER DEMOLITION
DRAWING LIMITS.
3.
TAXIWAY A
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
IWAPHASE 2 BARRICADES IN PLACE FOR
TAX
PHASE 3 USE
RSA
RSA
RSA
RSA
0
RSA
RSA
RSA
RSA
RSA
RSA
RSA
KEY MAP
NOTE:
PHASE 2.
SA
R
SA
R
PHASE 2
TSA
R
SA
STA. 58+54±
R
SA
TSA
R
SA
'
AY
NO.
PROJECT NAME:
TAXIWAY "D"
EXTENSION
23
5-
SHEET TITLE:
PHASING PLAN
PHASE 2
R
R
SA
SA
U
R
W
N
TAXIWAY E
23 EA
5- R
Y A
W Y
R ET
F
SA
50
0
R
SA
TA
XI
W
AY
B
DATE
TAXIWAY D1
TAXIWAY D
TSA
300'
TSA
TSA
TSA
RSA
500'
RUNWAY 9-27
7
9-2
RSA
RSA
150'
REMOVE PAVEMENT MARKINGS AND RESTORE CONCRETE AT TAXIWAY E AND
EXISTING TAXIWAY D INTERSECTION.
RSA
RSA
A5
RWY 9-27
SAFETY AREA
9.
Y
TAXIWAY A
RSA
RSA
RSA
RSA
RSA
SUITE 210
BY
CLOSE PORTIONS OF TAXIWAYS D AND E.
AHC
3.
DURATION: 7 DAYS (ESTIMATE CALENDAR DAYS 43 - 50)
DESCRIPTION
LAKELAND
LINDER
REGIONAL AIRPORT
LEGEND
2.
PHASE 2
1
COORDINATE "NOTICE TO AIRMEN" (NOTAM) INFORMATION WITH AIRPORT STAFF
THROUGH THE RESIDENT PROJECT REPRESENTATIVE.
R
SA
1.
R
SA
ENGINEER OF RECORD:
TAXIWAY E
TAXIWAY E
PHASE 2
GUNTHER B. ZURSTADT
FL PE #58224
JOB NO.:
14050.26
DRAWN:
DATE:
FEB 2016
DESIGN:
SHEET NO.
CHECKED:
G19
GW
GZ
AHC
PHASE 3
COORDINATE "NOTICE TO AIRMEN" (NOTAM) INFORMATION WITH AIRPORT STAFF
THROUGH THE RESIDENT PROJECT REPRESENTATIVE.
DURATION: 5 DAYS (ESTIMATE CALENDAR DAYS 51-55
- WEEKDAY ONLY)
CLOSE PORTIONS OF TAXIWAY D AND TAXIWAY E.
4.
PLACE PHASE 3 BARRICADES
AND CLOSURE
MARKERS AS SHOWN.
A
TAXIWAY
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.
I
GRADE PHASE 3 AREA NOT GRADED
TAX IN PRIOR PHASES PER PLANS.
9.
SOD REQUIRED PHASE 3 AREAS.
2.
TAXIWAY E IS CLOSED BETWEEN RUNWAY 27 SAFETY AREA
AND THE SOUTH FUEL FARM APRON.
3.
SUITE 210
TAXIWAY A
RSA
RSA
RSA
0
RUNWAY 9-27
11. REMOVE PHASE 3 BARRICADES AND CLOSURE MARKERS.
RSA
SA
R
SA
R
RSA
RSA
RSA
RSA
RSA
RSA
KEY MAP
NOTE:
PHASE 3.
R
SA
TAXIWAY D
TSA
PHASE 3
TSA
AY
NO.
PROJECT NAME:
TAXIWAY "D"
EXTENSION
23
5-
SHEET TITLE:
PHASING PLAN
PHASE 3
R
R
SA
SA
U
R
W
N
TAXIWAY E
R
SA
'
SA
23 EA
5- R
Y A
W Y
R ET
F
SA
50
0
R
TA
XI
W
AY
B
DATE
DESCRIPTION
TAXIWAY D1
R
SA
TSA
TSA
TSA
TSA
300'
BY
RSA
7
9-2
RSA
RSA
150'
10. CLEAN HAUL ROUTES AND PHASE 3 WORK AREA.
RSA
RSA
RSA
RSA
RSA
A5
500'
Y
WA
PHASE WORK AREA
RSA
RSA
1.
AHC
3.
1
2.
RSA
LAKELAND
LINDER
REGIONAL AIRPORT
RWY 9-27
SAFETY AREA
1.
LEGEND
R
SA
R
SA
ENGINEER OF RECORD:
TAXIWAY E
TAXIWAY E
GUNTHER B. ZURSTADT
FL PE #58224
JOB NO.:
14050.26
DRAWN:
DATE:
FEB 2016
DESIGN:
SHEET NO.
CHECKED:
G20
GW
GZ
AHC
LAKELAND
LINDER
REGIONAL AIRPORT
LEGEND
SUITE 210
STRIPPING LIMITS
VARIABLE DEPTH ASPHALT
MILLING (1.5" TO 4")
CALL 48 HOURS
BEFORE YOU DIG
IT'S THE LAW!
DIAL 811
0
FULL DEPTH PAVEMENT REMOVAL
(ASPHALT & BASE, DEPTH VARIES, SEE
GEOTECHNICAL REPORT)
Know what's
below.
Callbefore you dig.
X
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
50'
SEE SHEET CD02
FULL DEPTH PAVEMENT (MIX IN PLACE)
REMOVAL (ASPHALT & BASE, DEPTH
VARIES, SEE GEOTECHNICAL REPORT)
100'
MISCELLANEOUS ITEM TO BE REMOVED
BY
REMOVE EXISTING
INLET, SEE NOTE 1.
43+00
44+00
X
45+00
46+00
47+00
48+00
49+00
50+00
51+00
52+00
53+00
NO.
DATE
DESCRIPTION
42+00
TAXIWAY D
PROPOSED PAVEMENT
OUTLINE (TYP)
1
STA. 42+05.03
30.00' LT
AHC
KEY MAP
PROJECT NAME:
TAXIWAY "D"
EXTENSION
SHEET TITLE:
IW
AY
TA
X
D
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.
CONTRACTOR TO MIX EXISTING
ASPHALT AND SUBGRADE. GRADE
COMPACT AND SOD TO EXISTING
ELEVATIONS.
DEMOLITION PLAN
ENGINEER OF RECORD:
GUNTHER B. ZURSTADT
FL PE #58224
MATCHLINE
SEE SHEET CD03
JOB NO.:
14050.26
DRAWN:
DATE:
FEB 2016
DESIGN:
SHEET NO.
CHECKED:
CD01
GW
GZ
AHC
LAKELAND
LINDER
REGIONAL AIRPORT
SEE SHEET CD01
TAXIWAY E
SUITE 210
STA. 59+43.23
307.42' LT
SAW CUT EXISTING ASPHALTIC PAVEMENT.
VARIABLE DEPTH MILL EXISTING ASPHALT 1.5"
MINIMUM UP TO 4". PROTECT EXISTING TAXIWAY
E PAVEMENT TO REMAIN.
STA. 59+93.17
309.85' LT
0
50'
100'
ELEVATIONS.
FULL DEPTH SAW CUT EXISTING
ASPHALTIC PAVEMENT.
STA. 59+51.74
132.62' LT
BY
AHC
KEY MAP
PROPOSED PAVEMENT
OUTLINE (TYP)
58+00
59+00
60+00
61+00
DATE
DESCRIPTION
57+00
NO.
25.0'
56+00
1
55+00
268.0'
54+00
PROJECT NAME:
ASPHALTIC PAVEMENT.
STA. 59+64.84
135.06' RT
TAXIWAY "D"
EXTENSION
STA. 60+19.36
227.67' RT
LEGEND
SAW CUT EXISTING ASPHALTIC PAVEMENT.
VARIABLE DEPTH MILL EXISTING ASPHALT 1.5"
MINIMUM UP TO 4". PROTECT EXISTING TAXIWAY
E PAVEMENT TO REMAIN.
DEMOLITION PLAN
FULL DEPTH PAVEMENT (MIX IN PLACE)
ENGINEER OF RECORD:
FULL DEPTH PAVEMENT REMOVAL
(ASPHALT & BASE, DEPTH VARIES, SEE
GEOTECHNICAL REPORT)
X
CALL 48 HOURS
BEFORE YOU DIG
IT'S THE LAW!
DIAL 811
MATCHLINE
SEE SHEET CD03
SHEET TITLE:
STRIPPING LIMITS
TAXIWAY E
STA. 59+69.42
230.11' RT
Know what's
below.
Callbefore you dig.
GUNTHER B. ZURSTADT
FL PE #58224
JOB NO.:
14050.26
DRAWN:
DATE:
FEB 2016
DESIGN:
SHEET NO.
CHECKED:
CD02
GW
GZ
AHC
LAKELAND
LINDER
REGIONAL AIRPORT
SEE SHEET CD02
SEE SHEET CD01
MATCHLINE
XX
SUITE 210
X
X
X
IT'S THE LAW!
DIAL 811
LEGEND
Know what's
below.
Callbefore you dig.
STRIPPING LIMITS
FULL DEPTH PAVEMENT
X
BY
0
50'
AHC
KEY MAP
ELEVATIONS.
100'
1
DESCRIPTION
DATE
NO.
10
PROJECT NAME:
0'
0.
TAXIWAY "D"
EXTENSION
X
X
X
X
SHEET TITLE:
X
X
X
X
X
X
X
X
X
X
X
X
DEMOLITION PLAN
X
X
X
X
X
X
X
X
X
X
X
X
ENGINEER OF RECORD:
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
TAXIWAY E
X
X
X
REMOVE EXISTING
PAVEMENT MARKINGS
X
X
X
ASPHALTIC PAVEMENT.
PROTECT EXISTING ASPHALTIC
PAVEMENT TO REMAIN.
X
X
X
CALL 48 HOURS
BEFORE YOU DIG
REMOVE EXISTING
PAVEMENT MARKINGS
(TYP 5 PLACES)
X
X
XX
X
X
X
XX
ASPHALTIC PAVEMENT. PROTECT
EXISTING ASPHALTIC PAVEMENT
TO REMAIN.
GUNTHER B. ZURSTADT
FL PE #58224
JOB NO.:
14050.26
DRAWN:
DATE:
FEB 2016
DESIGN:
SHEET NO.
CHECKED:
CD03
GW
GZ
AHC
LAKELAND
LINDER
REGIONAL AIRPORT
DEMOLITION NOTES
SUITE 210
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.
BY
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.
AHC
7. CONTRACTOR TO PROVIDE FULL DEPTH SAW CUT EDGE AT ALL PAVEMENT TIES AS SHOWN OR INSTRUCTED BY
ENGINEER.
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.
1
DESCRIPTION
DATE
NO.
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.
STRIPPING MATERIAL SHALL BE STOCKPILED FOR USE AS TOPSOIL.
PROJECT NAME:
TAXIWAY "D"
EXTENSION
SHEET TITLE:
DEMOLITION NOTES
ENGINEER OF RECORD:
GUNTHER B. ZURSTADT
FL PE #58224
JOB NO.:
14050.26
DRAWN:
DATE:
FEB 2016
DESIGN:
SHEET NO.
CHECKED:
CD04
GW
GZ
AHC
W
XI
LAKELAND
LINDER
REGIONAL AIRPORT
B
AY
TA
SUITE 210
TAXIWAY A
N.T.S.
RUNWAY 9-27
B
"E
5.79
°55'5 7'
0
7
N
.0
279
S71
TAXIWAY D EXTENSION
46+00
45+00
47+00
48+00
50+00
49+00
51+00
52+00
53+00
54+00
55+00
56+00
57+00
58+00
59+00
60+00
61+00
5"E
N84°27'29.5
917.94'
S87°50'06.95"E
562.72'
TBM 60004
5/8" IRON ROD AND CAP
"CSI TRAV PT"
ELEVATION 131.79'
NORTHING 1328028.44
EASTING 651400.14
R
W
N
U
AY
23
5-
TBM 60005
"CSI TRAV PT"
ELEVATION 135.36'
NORTHING 1328007.09
EASTING 651962.48
TBM 60006
"CSI TRAV PT"
ELEVATION 137.82'
NORTHING 1328095.67
EASTING 652876.06
N 1328101.96
E 653862.21
DESCRIPTION
44+00
DATE
43+00
1
42+00
TAXIWAY D
NO.
N 1328097.67
651962.22
TAXIWAY E
°59'1
120 2.63"E
7.30
'
N3
6
E
0"
.6
'16 '
31 3.85
67
9°
S3
AY
W
I
X
TA
KEY MAP
BY
6'45
521 .56"E
.48'
"CSI TRAV PT"
ELEVATION 135.30'
NORTHING 1328468.99
EASTING 651728.19
AHC
TBM 101
4"X4" CONCRETE MONUMENT WITH CAP
"CHASTAIN-SKILLMAN - PRM"
ELEVATION 133.82'
NORTHING 1328377.76
S70 EASTING 651464.46
°5
°3
8
54 '41
9.3 .62
0' "E
7
9-2
SITE BENCH MARK
SET IR & C
PORTER 3340
N=1328548.05
E=650971.51
EL=131.38
PROJECT NAME:
TA
XI
W
AY
TAXIWAY "D"
EXTENSION
D
SHEET TITLE:
SURVEY
CONTROL PLAN
ENGINEER OF RECORD:
NOTES:
1.
ELEVATIONS SHOWN HEREON REFER TO THE NORTH AMERICAN
VERTICAL DATUM OF 1988.
2.
HORIZONTAL CONTROL SHOWN HERON IS BASED ON FLORIDA
STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM
OF 1983 (1990 ADJUSTMENT) (WEST ZONE).
LEGEND
TAXIWAY D EXTENSION
PROJECT AREA
GUNTHER B. ZURSTADT
FL PE #58224
JOB NO.:
14050.26
DRAWN:
DATE:
FEB 2016
DESIGN:
SHEET NO.
CHECKED:
C01
GW
GZ
AHC
LAKELAND
LINDER
REGIONAL AIRPORT
SUITE 210
SEE SHEET C03
LEGEND
NEW P-401 ON NEW BASE SECTION
NEW P-401 SURFACE COURSE
(2" NOMINAL DEPTH)
2.0' BUTT JOINT
0
50'
100'
BY
STA. 42+05.03
30.00' LT
46+00
47+00
48+00
TAXIWAY D EXTENSION
49+00
50+00
51+00
52+00
53+00
54+00
N 89°52'14" E
DESCRIPTION
45+00
NO.
DATE
STA. 42+05.03
30.00' RT
44+00
1
2.0' BUTT
JOINT
43+00
PROJECT NAME:
TAXIWAY "D"
EXTENSION
SHEET TITLE:
GEOMETRY PLAN
ENGINEER OF RECORD:
3
C04
42+00
1
C04
60.0'
N 1328097.67
E 651962.22
AHC
KEY MAP
GUNTHER B. ZURSTADT
FL PE #58224
JOB NO.:
14050.26
DRAWN:
DATE:
FEB 2016
DESIGN:
SHEET NO.
CHECKED:
C02
GW
GZ
AHC
LAKELAND
LINDER
REGIONAL AIRPORT
SUITE 210
TAXIWAY E
SEE SHEET C02
LEGEND
NEW P-401 ON NEW BASE SECTION
NEW P-401 SURFACE COURSE
(2" NOMINAL DEPTH)
2.0' BUTT JOINT
3
VARIES
2.0' BUTT JOINT
C04
STA. 59+93.17
309.85' LT
STA. 59+43.23
307.42' LT
0
50'
100'
2
C04
STA. 59+51.74
132.62' LT
STA. 59+43.75
132.24' LT
BY
STA. 59+76.70
133.84' LT
TAXIWAY D EXTENSION
58+00
57+00
59+00
60+00
61+00
N 1328101.96
E 653862.21
N 89°52'14" E
DESCRIPTION
56+00
STA. 57+83.60
30.00' RT
STA. 58+49.23
33.00' RT
STA. 59+31.29
54.54' RT
3
2.0' BUTT JOINT
C04
NO.
STA. 59+89.76
133.84' RT
DATE
55+00
60.0'
54+00
STA. 59+27.12
53.45' LT
1
1
C04
STA. 58+49.23
33.00' LT
STA. 57+83.60
30.00' LT
AHC
KEY MAP
PROJECT NAME:
STA. 59+56.79
135.45' RT
TAXIWAY "D"
EXTENSION
STA. 59+64.79
135.06' RT
STA. 60+19.02
227.69' RT
STA. 59+65.77
230.28' RT
VARIES
3
SHEET TITLE:
2.0' BUTT JOINT
C04
GEOMETRY PLAN
TAXIWAY E
ENGINEER OF RECORD:
GUNTHER B. ZURSTADT
FL PE #58224
JOB NO.:
14050.26
DRAWN:
DATE:
FEB 2016
DESIGN:
SHEET NO.
CHECKED:
C03
GW
GZ
AHC
LAKELAND
LINDER
REGIONAL AIRPORT
CL
85.5'
85.5'
30.0'
1.50%
1.50%
5.0
%
%
5.0
SOD DISTURBED AREAS
(SEE SODDING PLANS)
TAXIWAY SAFETY AREA
1.5" DROP
PAVED TO
UNPAVED
EOP
1.5" DROP
PAVED TO
UNPAVED
EOP
TAXIWAY SAFETY AREA
30.0'
SUITE 210
1.5"
DROP
1.0'
4" P-401 BITUMINOUS SURFACE
COURSE, FINE GRADED (2 LIFTS)
10" P-211 LIME ROCK
SUBBASE COURSE
TAXIWAY D EXTENSION TYPICAL SECTION
TYPICAL PAVEMENT EDGE DETAIL
NTS
NTS
MILL & OVERLAY 2.0" MIN. P-401SP
BITUMINOUS SURFACE
COURSE, FINE GRADED
P-603 BITUMINOUS
TACK COAT
EXISTING BASE
THICKNESS VARIES
0" - 6"
EXISTING ASPHALT
THICKNESS VARIES
1.8" - 8.0"
BY
UNIFORMLY REMOVE 2.0" OF PAVEMENT
MATERIAL WHICH MAY INCLUDE ONLY
ASPHALT OR A COMBINATION OF ASPHALT
AND BASE MATERIAL
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.
EXISTING SUBGRADE
-
2" MILL AND OVERLAY (TAXIWAY E)
DATE
2
NTS
SAWCUT, TACK COAT,
MATCH EXISTING PAVEMENT
POINT OF CONNECTION
TO EXISTING A.C.
1.0'
1.0'
NO.
TYPICAL SECTION NOTES:
TO BE MILLED AND TACK COATED
PRIOR TO PAVING
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.
2.0"
NEW A.C.
AHC
-
DESCRIPTION
1
4"
P-603
BITUMINOUS
TACK COAT
SHOULDER DRESSING
(INCIDENTAL TO
SODDING OPERATION)
1
P-602
BITUMINOUS
PRIME COAT
PROJECT NAME:
TAXIWAY "D"
EXTENSION
SHEET TITLE:
TYPICAL PAVEMENT
SECTION & PAVEMENT
DETAILS
EXISTING A.C.
ENGINEER OF RECORD:
SUBGRADE COMPACTION SCHEDULE
EXISTING BASE COURSE
NEW BASE COURSE
10"
FILL AREAS:
DEPTH BELOW
LIMEROCK BASE/SUBBASE
COMPACTION
REQUIREMENTS
0 TO 20"
20" TO 33"
33" TO 47"
47" TO 61"
100% MODIFIED PROCTOR
CUT 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.
3
-
FLEXIBLE/FLEXIBLE PAVEMENT BUTT JOINT DETAIL
NTS
GUNTHER B. ZURSTADT
FL PE #58224
JOB NO.:
14050.26
DRAWN:
DATE:
FEB 2016
DESIGN:
SHEET NO.
CHECKED:
C04
GW
GZ
AHC
50'
SEE SHEET C06
0
LAKELAND
LINDER
REGIONAL AIRPORT
100'
SUITE 210
44+00
45+00
46+00
47+00
48+00
TAXIWAY D
49+00
50+00
51+00
52+00
53+00
54+00
TAXIWAY D EXTENSION
150
145
145
140
AHC
BY
DESCRIPTION
150
DATE
155
NO.
155
KEY MAP
43+00
1
42+00
PROJECT NAME:
TAXIWAY "D"
EXTENSION
140
PROPOSED GRADE
SHEET TITLE:
135
135
PLAN & PROFILE
EXISTING GROUND
130
EXIST 15" RCP
130
CONSTRUCT
36" CL IV RCP
ENGINEER OF RECORD:
125
125
120
120
GUNTHER B. ZURSTADT
FL PE #58224
PROPOSED GRADE
EXISTING GROUND
H 0
25'
V 0
5'
SCALE IN FEET
50'
100'
10'
JOB NO.:
14050.26
DRAWN:
DATE:
FEB 2016
DESIGN:
SHEET NO.
CHECKED:
C05
GW
GZ
AHC
SUITE 210
TAXIWAY E
SEE SHEET C05
LAKELAND
LINDER
REGIONAL AIRPORT
0
50'
100'
54+00
55+00
56+00
57+00
58+00
59+00
60+00
61+00
TAXIWAY D EXTENSION
145
AHC
BY
145
DESCRIPTION
150
DATE
150
155
NO.
155
1
KEY MAP
PROJECT NAME:
TAXIWAY "D"
EXTENSION
PROPOSED GRADE
140
140
SHEET TITLE:
EXISTING GROUND
135
135
PLAN & PROFILE
CONSTRUCT
18" CL IV RCP
130
130
ENGINEER OF RECORD:
125
125
120
120
GUNTHER B. ZURSTADT
FL PE #58224
PROPOSED GRADE
EXISTING GROUND
H 0
25'
V 0
5'
SCALE IN FEET
50'
100'
10'
JOB NO.:
14050.26
DRAWN:
DATE:
FEB 2016
DESIGN:
SHEET NO.
CHECKED:
C06
GW
GZ
AHC
LAKELAND
LINDER
REGIONAL AIRPORT
SEE SHEET Cxx
SUITE 210
0
40'
80'
BY
AHC
KEY MAP
44+00
45+00
46+00
47+00
48+00
49+00
50+00
51+00
52+00
DESCRIPTION
TAXIWAY D EXTENSION
DATE
25.0'
NO.
(TYP)
43+00
1
42+00
25.0'
25.0'
GRID ALIGNED WITH BASELINE STATIONS, (TYP)
PROJECT NAME:
TAXIWAY "D"
EXTENSION
SHEET TITLE:
PAVEMENT ELEVATION
PLAN
ENGINEER OF RECORD:
GUNTHER B. ZURSTADT
FL PE #58224
JOB NO.:
14050.26
DRAWN:
DATE:
FEB 2016
DESIGN:
SHEET NO.
CHECKED:
C07
GW
GZ
AHC
SEE SHEET Cxx
TAXIWAY E
LAKELAND
LINDER
REGIONAL AIRPORT
SUITE 210
0
40'
80'
BY
AHC
KEY MAP
54+00
55+00
56+00
57+00
58+00
59+00
60+00
DESCRIPTION
TAXIWAY D EXTENSION
NO.
DATE
25.0'
(TYP)
61+00
53+00
1
52+00
25.0'
25.0'
GRID ALIGNED WITH BASELINE STATIONS, (TYP)
PROJECT NAME:
TAXIWAY "D"
EXTENSION
SHEET TITLE:
PAVEMENT ELEVATION
PLAN
TAXIWAY E
ENGINEER OF RECORD:
GUNTHER B. ZURSTADT
FL PE #58224
JOB NO.:
14050.26
DRAWN:
DATE:
FEB 2016
DESIGN:
SHEET NO.
CHECKED:
C08
GW
GZ
AHC
LAKELAND
LINDER
REGIONAL AIRPORT
VARIES
VARIES
:
1V
VARIES
10.0'
FLAT BOTTOM
0
SECTION A-A
DITCH TYPICAL SECTION
50'
100'
SUITE 210
SEE SHEET C10
4H
:8H
1V
NTS
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
STA. 50+04.00
109.90' LT
A
KEY MAP
BY
STA. 48+01.00
109.80' LT
AHC
CONSTRUCT 216 LF
@ 0.05%
A
43+00
44+00
45+00
46+00
TAXIWAY D
47+00
48+00
49+00
50+00
51+00
52+00
53+00
54+00
DATE
DESCRIPTION
CONST. MITERED END SECTION
FDOT INDEX NO. 272
FL 131.90
STA 47+36.41
OFFSET 86.07' RT
1
D-2
NO.
CONSTRUCT 24 LF
W/CONCRETE COLLARS AT
EACH TIE-IN
(FDOT SECTION 430)
TAXIWAY D EXTENSION
PROJECT NAME:
CONSTRUCT RUBBLE RIPRAP
2,675 SF @ 2.5 FT DEPTH
TAXIWAY "D"
EXTENSION
SHEET TITLE:
DRAINAGE PLAN
42+00
ENGINEER OF RECORD:
GUNTHER B. ZURSTADT
FL PE #58224
JOB NO.:
14050.26
DRAWN:
DATE:
FEB 2016
DESIGN:
SHEET NO.
CHECKED:
C09
GW
GZ
AHC
LAKELAND
LINDER
REGIONAL AIRPORT
SEE SHEET C09
SUITE 210
0
50'
100'
D-3
TAXIWAY E
CONSTRUCT DBI TYPE C
FDOT INDEX NO. 232
GRATE ELEV 137.25
INV 134.75 S
STA 58+91.22
OFFSET 85.50' LT
CONSTRUCT 184 LF
@ 0.14%
BY
54+00
55+00
56+00
57+00
58+00
59+00
60+00
AHC
KEY MAP
61+00
1
DESCRIPTION
DATE
NO.
D-4
CONSTRUCT MITERED END SECTION
FDOT INDEX NO. 272
FL 134.50
STA 58+91.22
OFFSET 89.52' RT
TAXIWAY D EXTENSION
PROJECT NAME:
TAXIWAY "D"
EXTENSION
CONSTRUCT RUBBLE RIPRAP
20' x 25' (500 SF) @ 2.5 FT DEPTH
SHEET TITLE:
DRAINAGE PLAN
ENGINEER OF RECORD:
GUNTHER B. ZURSTADT
FL PE #58224
JOB NO.:
14050.26
DRAWN:
DATE:
FEB 2016
DESIGN:
SHEET NO.
CHECKED:
C10
GW
GZ
AHC
LAKELAND
LINDER
REGIONAL AIRPORT
50'
100'
SEE SHEET C12
0
SUITE 210
BY
STA. 42+05.03
44+00
45+00
46+00
47+00
48+00
49+00
50+00
51+00
52+00
53+00
54+00
TAXIWAY D EXTENSION
DESCRIPTION
43+00
NO.
DATE
MATCH EXISTING
MARKING
TAXIWAY D
TAXIWAY CENTERLINE MARKING
C14
1
42+00
1
AHC
KEY MAP
PROJECT NAME:
TAXIWAY "D"
EXTENSION
SHEET TITLE:
PAVEMENT MARKING
PLAN
ENGINEER OF RECORD:
GUNTHER B. ZURSTADT
FL PE #58224
JOB NO.:
14050.26
DRAWN:
DATE:
FEB 2016
DESIGN:
SHEET NO.
MATCHLINE
CHECKED:
SEE SHEET C13
C11
GW
GZ
AHC
LAKELAND
LINDER
REGIONAL AIRPORT
SEE SHEET C11
TAXIWAY E
SUITE 210
MATCH EXISTING
MARKING
0
50'
100'
STA. 59+20.24
60.00' LT
57+00
TAXIWAY D EXTENSION
58+00
60
.
BY
STA. 59+80.17
62.92' LT
0'
R
59+00
2
TAXIWAY DOUBLE EDGE
C14 MARKING, (TYP)
61+00
60+00
STA. 59+20.24
00.00'
.0'
R
60
STA. 59+26.09
00.00'
DESCRIPTION
56+00
93.0'
NO.
DATE
STA. 59+26.09
00.00'
STA. 59+86.02
57.08' RT
55+00
INTERMEDIATE HOLDING
POSITION MARKING, (TYP)
KEY MAP
1
54+00
C14
93.0'
C14
3
TAXIWAY CENTERLINE
MARKING, TYP)
93.0'
1
TAXIWAY CENTERLINE
MARKING, (TYP)
AHC
1
C14
PROJECT NAME:
TAXIWAY "D"
EXTENSION
SHEET TITLE:
MATCH EXISTING
MARKING
PAVEMENT MARKING
PLAN
ENGINEER OF RECORD:
TAXIWAY E
GUNTHER B. ZURSTADT
FL PE #58224
JOB NO.:
14050.26
DRAWN:
DATE:
FEB 2016
DESIGN:
SHEET NO.
MATCHLINE
CHECKED:
SEE SHEET C13
C12
GW
GZ
AHC
MATCHLINE
SEE SHEET C11
SEE SHEET C12
LAKELAND
LINDER
REGIONAL AIRPORT
SUITE 210
0
50'
100'
TAXIWAY E
BY
DESCRIPTION
DATE
1
NO.
AHC
KEY MAP
PROJECT NAME:
TAXIWAY "D"
EXTENSION
SHEET TITLE:
PAVEMENT MARKING
PLAN
STA. 55+24.87
1,281.67' RT
ENGINEER OF RECORD:
.0'
125
R
2
C14
TAXIWAY DOUBLE EDGE
MARKING, (TYP)
TAXIWAY E
GUNTHER B. ZURSTADT
FL PE #58224
CLEAN AND RE-STRIPE TAXIWAY
CENTERLINE AND EDGE STRIPES IN
THIS AREA
JOB NO.:
14050.26
DRAWN:
DATE:
FEB 2016
DESIGN:
SHEET NO.
CHECKED:
C13
GW
GZ
AHC
(3) 6" WIDE BLACK
STRIPES (CONTINUOUS)
1 YELLOW LINE
AND 2 BLACK LINES
@ 12" EA.
(2) 6" WIDE YELLOW
STRIPES (CONTINUOUS)
93' TO TAXIWAY
CENTERLINE
6" WIDE YELLOW STRIPE
(CONTINUOUS)
LAKELAND
LINDER
REGIONAL AIRPORT
SUITE 210
6" TAXIWAY C
L MARKING,
YELLOW
3'
YELLOW DASHES ARE TO BE
PLACED SYMMETRICALLY
ABOUT CL
6" WIDE BLACK BORDER
3'
EDGE OF TAXIWAY
OR APRON
6" TAXIWAY CENTERLINE
MARKING, YELLOW, (TYP),
SEE DETAIL THIS SHEET
-
NTS
DESCRIPTION
BY
NTS
INTERMEDIATE
HOLDING POSITION MARKINGS
AHC
3
DATE
-
TAXIWAY DOUBLE EDGE
MARKING DETAIL CONTINUOUS
NTS
2
NO.
-
TAXIWAY CENTERLINE MARKINGS
1
CL TAXIWAY
1
AIRCRAFT HOLDING SIDE
PROJECT NAME:
TAXIWAY "D"
EXTENSION
SHEET TITLE:
PAVEMENT MARKING
DETAILS
ENGINEER OF RECORD:
GENERAL NOTES
NOTE: DO NOT APPLY BLACK PAINT FULL WIDTH OF
MARKING AND THEN APPLY YELLOW OR WHITE PAINT
OVER BLACK PAINT.
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).
GUNTHER B. ZURSTADT
FL PE #58224
3.
THE TYPE OF PAINT TO BE USED MUST BE IN ACCORDANCE WITH THE P-620 SPECIFICATION.
JOB NO.:
14050.26
DRAWN:
4.
CONTRACTOR SHALL REPAINT AT ITS OWN EXPENSE ANY EXISTING MARKINGS THAT HAVE
BEEN DAMAGED DURING CONSTRUCTION.
DATE:
FEB 2016
DESIGN:
SHEET NO.
CHECKED:
C14
GW
GZ
AHC
LAKELAND
LINDER
REGIONAL AIRPORT
50'
SEE SHEET C16
0
SUITE 210
100'
BY
EXISTING RPM
AHC
KEY MAP
8 SPACES @ 188.66' = 1509.28''
STA.
42+74.29
188.66'
45+00
46+00
47+00
48+00
49+00
50+00
51+00
52+00
53+00
DESCRIPTION
DATE
SOLAR EDGE RPM
(TYP)
TAXIWAY D EXTENSION
TAXIWAY D
1
44+00
NO.
43+00
PROJECT NAME:
TAXIWAY "D"
EXTENSION
SHEET TITLE:
42+00
TAXIWAY RPM
LAYOUT PLAN
ENGINEER OF RECORD:
GUNTHER B. ZURSTADT
FL PE #58224
JOB NO.:
14050.26
DRAWN:
DATE:
FEB 2016
DESIGN:
SHEET NO.
CHECKED:
C15
GW
GZ
AHC
LAKELAND
LINDER
REGIONAL AIRPORT
SEE SHEET C15
TAXIWAY E
SUITE 210
ALIGN
2 SPACES @ 87.51'
0
50'
100'
ALIGN
ALIGN
58+00
60+00
2 SP
AC
@ 42 ES
.41'
TAXIWAY D EXTENSION
2 SPACES
@ 32.84'
ALIGN
S
ACE
2 SP 2.41'
@4
SOLAR EDGE RPM
(TYP)
ALIGN
BY
61+00
DESCRIPTION
57+00
DATE
56+00
ALIGN
55+00
S
ACE
2 SP .26'
@ 40
59+00
1
54+00
ALIGN
3 SPACES @ 34.52'
50.0'
2 SPACES
@ 32.84'
NO.
8 SPACES @ 188.66' = 1509.28''
ALIGN
AHC
2 SPA
CE
@ 40.2 S
6'
KEY MAP
PROJECT NAME:
2 SPACES
@ 47.63
ALIGN
TAXIWAY "D"
EXTENSION
ALIGN
SHEET TITLE:
TAXIWAY RPM
LAYOUT PLAN
ENGINEER OF RECORD:
GUNTHER B. ZURSTADT
FL PE #58224
JOB NO.:
14050.26
DRAWN:
DATE:
FEB 2016
DESIGN:
SHEET NO.
CHECKED:
C16
GW
GZ
AHC
LAKELAND
LINDER
REGIONAL AIRPORT
RUNWAY 9-27
SUITE 210
TAXIWAY E
0
100'
200'
48+00
49+00
50+00
51+00
52+00
53+00
54+00
55+00
56+00
57+00
58+00
59+00
60+00
61+00
BY
47+00
TAXIWAY D EXTENSION
APPROXIMATE SODDING
AREA LIMITS 34,150 SY
DESCRIPTION
46+00
DATE
45+00
44+00
1
43+00
NO.
42+00
TAXIWAY D
AHC
KEY MAP
PROJECT NAME:
TAXIWAY E
TAXIWAY "D"
EXTENSION
SHEET TITLE:
SODDING PLAN
ENGINEER OF RECORD:
GUNTHER B. ZURSTADT
FL PE #58224
JOB NO.:
14050.26
DRAWN:
DATE:
FEB 2016
DESIGN:
SHEET NO.
CHECKED:
C17
GW
GZ
AHC
LAKELAND
LINDER
REGIONAL AIRPORT
NOTES:
1. REMOVE EXISTING JOINT MATERIAL.
A.REMOVE JOINT SEALANT MATERIAL/BACKER RODS BY SAWCUTTING
OR ROUTING.
SUITE 210
2. REMOVE JOINT DEBRIS FROM AREA TO BE PRESSURE CLEANED.
PA
0'
0.
10
3. APPLY PRAMITOL HERBICIDE TO JOINT, OR APPROVED EQUAL.
M
CT E
TE R
O TO
PR NT
E
M
VE
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.
0
20'
40'
AI
N
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.
30
KEY MAP
CLEAN PCC (45,000 SF)
LS
1
CLEAN AND RE-SEAL JOINT
LF
4,950
CRACK REPAIR AND SEAL
LF
2,700
NO.
DATE
DESCRIPTION
E
REHAB
AREA
QUANTITY
1
AY
W
XI
TA
UNIT
BY
ITEM
AHC
0'
0.
PCC REHAB QUANTITIES
PROJECT NAME:
TAXIWAY "D"
EXTENSION
SHEET TITLE:
PCC PAVEMENT
REHABILITATION PLAN
0'
0.
15
ENGINEER OF RECORD:
TAXIWAY E
GUNTHER B. ZURSTADT
FL PE #58224
CLEAN AND RE-STRIPE TAXIWAY
CENTERLINE AND TAXIWAY EDGE
MARKINGS. SEE PAVEMENT MARKING PLAN
FOR EXACT LOCATIONS.
JOB NO.:
14050.26
DRAWN:
DATE:
FEB 2016
DESIGN:
SHEET NO.
CHECKED:
C18
GW
GZ
AHC
LAKELAND
LINDER
REGIONAL AIRPORT
SUITE 210
BY
NTS
NO.
DATE
*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.
DESCRIPTION
RESEALING EXPANSION JOINT
NTS
RESEALING CONSTRUCTION JOINTS
NTS
1
RESEALING CONTRACTION JOINTS
AHC
PROJECT NAME:
TAXIWAY "D"
EXTENSION
NOTES:
RESEALING JOINT
BETWEEN PCC & ASPHALT PAVEMENT
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.
NTS
7.
SEE NOTE 7 THIS SHEET REGARDING PAYMENT FOR THE JOINT
BETWEEN THE PCC AND ASPHALT PAVEMENTS.
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).
SHEET TITLE:
JOINT
SEALING DETAILS
ENGINEER OF RECORD:
GUNTHER B. ZURSTADT
FL PE #58224
JOB NO.:
14050.26
DRAWN:
DATE:
FEB 2016
DESIGN:
SHEET NO.
CHECKED:
C19
GW
GZ
AHC
LAKELAND
LINDER
REGIONAL AIRPORT
SUITE 210
EXISTING CRACK OR PREVIOUSLY SEALED CRACK
NTS
DETAIL "A"
GROOVE FOR JOINT SEALANT AT SPALL REPAIR
NTS
GENERAL NOTES: JOINT/CRACK RESEALING
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.
JOINT/CRACK RESEALING
1.
2.
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.
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.
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.
BY
4.
SPALL AT CONSTRUCTION JOINT
NTS
AHC
AFTER DRYING, SANDBLAST JOINT/CRACK TO REMOVE ADHESIVE RESIDUE (100%
REMOVAL REQUIRED).
DESCRIPTION
3.
NTS
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.
DATE
IMMEDIATELY WATER WASH THE JOINT/CRACK TO REMOVE SAWING RESIDUE
(WASH IN ONE DIRECTION).
1.
PANORAMIC VIEW OF SPALL & PATCH REPAIR
2.
SPALL AND PATCH REPAIR LEGEND
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.
NO.
1.
PROJECT NAME:
TAXIWAY "D"
EXTENSION
NOTE:
CONCRETE SPALL REPAIR SHALL BE MADE USING SSI FLEXPATCH OR APPROVED
EQUAL.
SHEET TITLE:
SPALL AND PATCH REPAIR
1.
LENGTH (L) AND WIDTH (W) FOR EACH SPALL AND PATCH REPAIR SHALL BE
DETERMINED IN THE FIELD AS REQUIRED.
SPALL AT CONTRACTION JOINT
JOINT / CRACK SEALING
& SPALL REPAIR DETAILS
NTS
ENGINEER OF RECORD:
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.
GUNTHER B. ZURSTADT
FL PE #58224
ANY MARKINGS AFFECTED BY SPALL AND PATCH REPAIR MUST BE REPLACED
IN-KIND. MARKINGS FOR THESE AREAS WILL BE INCIDENTAL TO PATCHING.
JOB NO.:
14050.26
DRAWN:
DATE:
FEB 2016
DESIGN:
SHEET NO.
SPALL AT EXPANSION JOINT
NTS
CHECKED:
C20
GW
GZ
AHC
LAKELAND
LINDER
REGIONAL AIRPORT
SUITE 210
0
50'
100'
EXISTING
SIGN D-3
D D
EXISTING SIGN, SIGN PANELS, AND
ACCESSORIES TO BE REMOVED. SIGN
TO BE RELOCATED TO NEW LOCATION.
DEMOLISH EXISTING SIGN PAD.
BY
47+00
48+00
49+00
DESCRIPTION
46+00
DATE
EXISTING
SIGN D-2
ACCESSORIES TO BE REMOVED. SIGN TO BE
RELOCATED TO NEW LOCATION. DEMOLISH
EXISTING SIGN PAD.
45+00
D
D
44+00
1
INSTALL NEW SIGN FACE
ON SIGN D-3
43+00
NO.
42+00
TAXIWAY D
AHC
KEY MAP
PROJECT NAME:
TAXIWAY "D"
EXTENSION
SHEET TITLE:
SIGNAGE
DEMOLITION PLAN
ENGINEER OF RECORD:
GUNTHER B. ZURSTADT
FL PE #58224
JOB NO.:
14050.26
DRAWN:
DATE:
FEB 2016
DESIGN:
SHEET NO.
CHECKED:
E01
GW
GZ
AHC
LAKELAND
LINDER
REGIONAL AIRPORT
SUITE 210
50'
100'
TAXIWAY E
0
BY
D
EXISTING
SIGN D-1
AHC
KEY MAP
1
DESCRIPTION
DATE
NO.
PROJECT NAME:
TAXIWAY "D"
EXTENSION
E
D
D E
ACCESSORIES TO BE REMOVED. SIGN
TO BE RELOCATED TO NEW LOCATION.
DEMOLISH EXISTING SIGN PAD, (TYP 3
SIGNS THIS SHEET)
E
EXISTING
SIGN E-3
SHEET TITLE:
TAXIWAY E
EXISTING
SIGN E-2
SIGNAGE
DEMOLITION PLAN
ENGINEER OF RECORD:
GUNTHER B. ZURSTADT
FL PE #58224
JOB NO.:
14050.26
DRAWN:
DATE:
FEB 2016
DESIGN:
SHEET NO.
CHECKED:
E02
GW
GZ
AHC
LAKELAND
LINDER
REGIONAL AIRPORT
TAXIWAY E
SUITE 210
0
50'
100'
NEW
SIGN E-2
E D
30.0'
ALIGN WITH P.I. OF
5
TAXIWAY D STA. 59+43.7
P.I.
BY
30.0'
E
KEY MAP
AHC
D
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).
ALIGN WITH P.I. OF
NEW
SIGN D-1
P.I.
55+00
56+00
57+00
58+00
59+00
60+00
61+00
TAXIWAY D EXTENSION
DESCRIPTION
54+00
DATE
53+00
ALIGN WITH P.I. OF
9
P.I.
30.0'
52+00
1
51+00
NO.
50+00
PROJECT NAME:
INSTALL NEW CONCRETE SIGN PAD,
RELOCATED SIGN, AND NEW SIGN PANELS.
INSTALL SIGN WITH NO ELECTRICAL
COMPONENTS OR CABLING,
(TYP 3 PLACES THIS SHEET)
TAXIWAY "D"
EXTENSION
D E
NEW
SIGN E-3
SHEET TITLE:
SIGNAGE PLAN
ENGINEER OF RECORD:
TAXIWAY E
GUNTHER B. ZURSTADT
FL PE #58224
JOB NO.:
14050.26
DRAWN:
DATE:
FEB 2016
DESIGN:
SHEET NO.
CHECKED:
E03
GW
GZ
AHC
LAKELAND
LINDER
REGIONAL AIRPORT
C
L
EXISTING
SIGN NUMBER
SIGN MESSAGE
NEW
SIGN NUMBER
NOTES:
Y
L
BLANK
2
2
2
1
D D
L
Y
BLANK
2
2
2
1
E
L
Y
BLANK
3
2
2
1
E D
L
Y
BLANK
2
2
2
1
D E
Y
L
BLANK
2
2
2
1
E
L
Y
BLANK
3
2
2
2
E D
L
Y
BLANK
2
2
2
2
Y
L
BLANK
-
2
2
2
2
D D
D-3
D
D-1
E-2
E-3
D-1
EXISTING/PROPOSED GRADE
STYLE
SIDE 2
NUMBER OF
MODULES
SIZE
SIDE 1
SIDE 1
D-2
SIGN
TYPE L-858
D
SIDE 2
SUITE 210
D E
NOTES:
1.
RUBBER GROMMET TYPICAL
2.
2" SCHEDULE 40
PVC IN 4" SAND
ENVELOPE TYPICAL
END BELL TYPICAL
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).
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.
TYPE DESIGNATIONS
L = L-858L
LOCATION SIGN
Y = L-858Y DIRECTION OR BOUNDARY SIGN
BLANK = SIGN PANEL WITHOUT INSCRIPTION
SIDE 2
END TOWARD T/W OR R/W
BY
E-3
6" MIN.
AHC
E-2
SIDE 1
TO EDGE OF FULL STRENGTH PAVEMENT
TERMINATE WITH END CAPS 5' OUTSIDE OF CONCRETE PAD (TYP)
DATE
2" RIGID GALVANIZED STEEL CONDUIT
DESCRIPTION
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.
APPROXIMATE SIGN OUTLINE
NO.
RUBBER GROMMET TYPICAL
3'-0"
L-867B 24" DEEP BASE CAN
N.T.S.
1
3.
SIDE VIEW
PROJECT NAME:
END BELL TYPICAL
TAXIWAY "D"
EXTENSION
SHEET TITLE:
VARIES
2" SCHED. 40 PVC IN A 4" SAND
ENVELOPE
SIGNAGE TABLE
& DETALS
VARIES
3'-0"
ENGINEER OF RECORD:
MIN. 3000 PSI CL1 6"
THICK CONCRETE PAD
WITH 6"X6" WELDED
WIRE FABRIC 3" FROM
THE TOP
3'-0"
VARIES
PLAN VIEW
N.T.S.
2'-0"
1'-0"
NEW SIGN NOTES:
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.
GUNTHER B. ZURSTADT
FL PE #58224
JOB NO.:
14050.26
DRAWN:
DATE:
FEB 2016
DESIGN:
SHEET NO.
CHECKED:
E04
GW
GZ
AHC

LAKELAND LINDER REGIONAL AIRPORT

Transcription

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