IFB_2502001_-_Attachment_B_-_Project_Drawings.pdf

CONTRACT DRAWINGS

FOR THE CONSTRUCTION OF

VETERANS ROAD HANGAR

INFRASTRUCTURE

LEESBURG INTERNATIONAL AIRPORT

LAKE COUNTY, FLORIDA

CITY OF LEESBURG PROJECT NO. 480003

PARCEL ID: 011925050003800000

ALTKEY: 3801605

JUNE 2025

ISSUED TO BID

AIRPORT LOCATION MAP

SHEET NO.

GI001

SCALE = NOT TO SCALE

SILVER LAKE

LAKE HARRIS

CONSERVATION

AREA

LAKE HARRIS

LAKE GRIFFIN

LEESBURG

INTERNATIONAL

AIRPORT

AIRPORT LOCATION MAP

SEAL

DANIEL J. NICKOLS, JR., P.E.

Lic. No. 78634

PROJECT

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A1 GENERAL NOTES

GENERAL NOTES

1. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER

FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF

PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL FIELD LOCATE, VERIFY, AND FURTHER IDENTIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES (IDENTIFIED ON THE PLANS OR NOT) AFFECTING ANY COMPONENT OF WORK HEREIN PRIOR TO THE START OF ANY CONSTRUCTION. DISCREPANCIES, CONFLICTS, OR POTENTIAL DEVIATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE START OF ANY

CONSTRUCTION.

2. THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO THE START OF ANY CONSTRUCTION. SPECIAL ATTENTION SHALL BE TAKEN WITH THOSE EXISTING UTILITIES, STRUCTURES OR FEATURES (IDENTIFIED ON THE PLANS OR NOT) THAT MAY POTENTIALLY CONFLICT OR CROSS PROPOSED DESIGN COMPONENTS (I.E., AIRFIELD ELECTRICAL, STORM SEWERS, SANITARY SEWERS, WATER MAINS, COMMUNICATION LINES, HIGH POWER TRANSMISSION LINES, BUILDING FOUNDATIONS, ETC) AND ANY DISCREPANCIES, CONFLICTS, OR POTENTIAL DEVIATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE START OF ANY CONSTRUCTION. ANY

COST ASSOCIATED WITH THE LOCATION OF EXISTING UTILITIES AS OUTLINED ABOVE IS THE

RESPONSIBILITY OF THE CONTRACTOR.

3. ERRORS OR OMISSIONS - DO NOT TAKE ADVANTAGE OF ANY APPARENT ERROR OR OMISSION

DISCOVERED IN THE CONTRACT DOCUMENTS, BUT IMMEDIATELY NOTIFY THE ENGINEER OF SUCH

DISCOVERY. THE ENGINEER WILL THEN MAKE SUCH CORRECTIONS AND INTERPRETATIONS AS

NECESSARY TO REFLECT THE ACTUAL SPIRIT AND INTENT OF THE CONTRACT DOCUMENTS.

4. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND SHALL PROVIDE AT LEAST 48-HOURS NOTICE TO THE UTILITY COMPANIES PRIOR TO CONSTRUCTION TO

OBTAIN FIELD LOCATIONS OF EXISTING UNDERGROUND UTILITIES.

5. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR

BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR

CALLED FOR IN THIS CONTRACT. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING

SURVEY MONUMENTATION, AND ANY DISTURBED MONUMENTATION SHALL BE RESTORED AT

CONTRACTOR'S EXPENSE BY A SURVEYOR SELECTED BY THE OWNER.

6. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND PASS ALL TESTING OR INSPECTION

REQUIREMENTS PRIOR TO ROAD BASE AND/OR SURFACE IMPROVEMENT CONSTRUCTION.

7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMITS AND INSPECTION REQUIREMENTS SPECIFIED BY THE VARIOUS GOVERNMENTAL AGENCIES AND THE ENGINEER. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE

INSPECTIONS AND TESTING ACCORDING TO AGENCY REQUIREMENTS.

8. ALL WORK PERFORMED SHALL COMPLY WITH THE CODES, STANDARDS, REGULATIONS AND

REQUIREMENTS OF THE CITY OF LEESBURG LAND DEVELOPMENT CODE AND ENGINEERING

STANDARDS, THE CURRENT EDITION OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND UTILITY CONSTRUCTION, THE FAA ADVISORY CIRCULARS, AND THE REGULATIONS AND ORDINANCES OF

THE VARIOUS OTHER GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK.

9. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS TO THE ENGINEER FOR APPROVAL. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION COULD RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE. THE ENGINEER'S REVIEW OF THE SHOP DRAWINGS IS FOR CONFORMITY WITH THE CONTRACT DOCUMENTS AND DOES NOT INCLUDE IN-DEPTH CHECK FOR THE ABILITY OF THE CONTRACTOR TO PERFORM THE WORK IN A SAFE OR EFFICIENT MANNER. THE ENGINEER'S REVIEW OF THE SHOP DRAWINGS DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR DIMENSIONAL ACCURACY TO ENSURE FIELD FIT AND CONFORMITY OF THE

VARIOUS COMPONENTS AND DETAILS.

10. CONTRACTOR SHALL KEEP ENGINEER ADVISED OF CONSTRUCTION SCHEDULE CHANGES SO THAT

ENGINEER CAN PROVIDE CONSTRUCTION CERTIFICATIONS TO JURISDICTIONAL AGENCIES.

11. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK BEING PERFORMED ON OR ADJACENT TO THE SITE BY OTHER CONTRACTORS AND UTILITY COMPANIES. IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE THEIR ACTIVITIES, WHERE

NECESSARY, WITH OTHER CONTRACTORS AND UTILITY COMPANIES.

12. SAFETY - DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, ALL SAFETY

REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR OR THEIR REPRESENTATIVE SHALL BE

RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE SAFETY OF HIS PERSONNEL. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA

IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION.

13. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT NECESSARY FOR DEWATERING. DISCHARGE WATER FROM DEWATERING SHALL BE CLEAR WITH NO VISIBLE SOIL PARTICLES. DISCHARGE WATER FROM DEWATERING SHALL BE DISPOSED OF IN SUCH A MANNER THAT IT WILL NOT INTERFERE WITH THE NORMAL DRAINAGE OF THE AREA IN WHICH THE WORK IS BEING PERFORMED, OR CREATE PONDING.

THE OPERATION SHALL NOT CAUSE ANY DAMAGE TO ANY PORTION OF THE WORK COMPLETED, OR IN PROGRESS. THE DEWATERING OPERATION SHALL COMPLY WITH THE REQUIREMENTS OF APPLICABLE

REGULATORY AGENCIES. A PRE-WORK MEETING WILL BE CONDUCTED WITH THE OWNER, THE

CONTRACTOR, AND THE ENGINEER PRIOR TO BEGINNING ANY SITE EXCAVATION.

14. "AS-BUILT" PLANS FOR THE PROPOSED CONSTRUCTION SHALL BE PROVIDED UPON COMPLETION OF

CONSTRUCTION, THE CONTRACTOR SHALL FURNISH THE OWNER'S ENGINEER WITH COMPLETE

"AS-BUILT" INFORMATION CERTIFIED BY A FLORIDA REGISTERED PROFESSIONAL SURVEYOR.

15. PIPE LENGTHS SHOWN ARE APPROXIMATE AND SHOULD BE ORDERED FROM FIELD STAKED QUANTITIES.

PLAN PIPE LENGTHS ARE MEASURED FROM CONNECTION POINT TO END OF THE LINES FOR WATER

LINES.

16. THESE DRAWINGS HAVE BEEN PREPARED, IN PART, BASED UPON RECORD DRAWINGS AND/OR CAD FILES FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THOSE

UTILIZING THE INFORMATION ON THESE DRAWINGS ARE ADVISED TO OBTAIN INDEPENDENT

VERIFICATION OF ITS ACCURACY BEFORE USING IT FOR ANY PURPOSE.

17. ALL AREAS DISTURBED AS A RESULT OF THE CONTRACTOR'S STAGING AND CONSTRUCTION

OPERATIONS OUTSIDE OF THE PROJECT GRADING LIMITS SHALL BE RESTORED EQUAL TO OR BETTER

THAN ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.

18. DURING THE WORK OF THIS CONTRACT, THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN

WHATEVER TEMPORARY LIGHTING MAY BE NECESSARY TO KEEP THE TAXILANE IN OPERATING

CONDITION WHEN OPEN FOR AIRCRAFT.

19. ALL DIRT, DUST, STONES AND LOOSE DEBRIS SHALL BE CONTINUOUSLY REMOVED FROM ALL PAVED

SURFACES DURING THIS CONTRACT.

20. THE CONTRACTOR SHALL MAINTAIN THE EXISTING ACCESS ROADS AT THE APPROXIMATE LOCATION SHOWN. IF NECESSARY, CONTRACTOR SHALL ALSO CONSTRUCT AND MAINTAIN PROPOSED GRAVEL ACCESS ROADS AT LOCATIONS APPROVED IN THE FIELD BY THE ENGINEER OR OWNER. PAYMENT FOR

ANY PROPOSED ACCESS ROADS NEEDED TO MAINTAIN THE FLOW OF CONSTRUCTION SHALL BE

INCIDENTAL TO ITEM GP-80 CONSTRUCTION SAFETY AND PHASING PLAN.

21. ALL OF THE CONTRACTOR'S OPERATIONS SHALL REMAIN ON AIRPORT PROPERTY AT ALL TIMES. UNDER

NO CIRCUMSTANCES WILL THE CONTRACTOR BE ALLOWED ON ADJACENT PROPERTY.

22. TO THE EXTENT THAT WETLAND AREAS ARE KNOWN, THEY HAVE BEEN DEPICTED ON THE CONTRACT

DRAWINGS.

23. ALL WETLAND AREAS SHOWN WITHIN THE GRADING LIMITS HAVE BEEN PREVIOUSLY MITIGATED.

24. THE CONTRACT DOES NOT ALLOW FOR PRICE INCREASES DUE TO ESCALATION IN COST OF UNIT BID ITEMS. THE CONTRACTOR SHALL TAKE THIS INTO CONSIDERATION WHEN PREPARING UNIT PRICES FOR

BID.

25. THE CITY OF LEESBURG RESERVES THE RIGHT TO ELIMINATE ANY ITEMS OF THE CONTRACT AND

PERFORM THESE ITEMS WITH COUNTY SUPPLIED FORCES AND MATERIALS.

26. THE CONTRACTOR SHALL BE AWARE THAT OTHER CONCURRENT PROJECTS MAY BE UNDER

CONSTRUCTION ON THE AIRPORT. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THEIR ACTIVITIES WITH THE OTHER CONTRACTORS ON THE AIRPORT. THIS COORDINATION WILL NOT BE PAID SEPARATELY AND IS CONSIDERED A NECESSARY AND INCIDENTAL PORTION OF THE WORK.

27. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL FAILED QA TESTING

REGARDLESS OF THE REASON FOR FAILURE. THE CONTRACTOR SHALL ENSURE AREAS ARE PASSING

OR ABLE TO PASS PRIOR TO REQUESTING QA TESTING.

28. THE CONTRACTOR SHALL HAVE A REPRESENTATIVE ON CALL AT ALL TIMES FOR EMERGENCY MAINTENANCE OF AIRPORT HAZARD LIGHTING AND BARRICADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ENSURING THAT ALL SAFETY MEASURES ARE IN GOOD WORKING ORDER AT THE

END OF EACH DAY.

29. ALL ELEVATIONS REFERENCE NAVD 88 VERTICAL DATUM. COORDINATES REFERENCE NAD 83

HORIZONTAL DATUM.

30. THE TOPOGRAPHIC FEATURES SHOWN HEREIN WERE COMPILED FROM FIELD SURVEY PERFORMED BY

GAI CONSULTANTS, INC. DATED 02-16-2023.

GRADING NOTES

1. SELECTIVE GRADING SHALL BE REQUIRED AS DIRECTED BY THE ENGINEER. IF DIRECTED BY THE ENGINEER, SELECTIVE GRADING SHALL BE PAID AT THE CONTRACT UNIT PRICE FOR UNCLASSIFIED

EXCAVATION.

2. THE QUANTITY OF UNCLASSIFIED EXCAVATION, ITEM P-152, INCLUDES 100 CY OF UNDERCUT

EXCAVATION WHICH WILL BE USED ONLY WHEN DIRECTED BY THE ENGINEER.

3. THE QUANTITY OF LIME ROCK BASE COURSE, ITEM P-211, INCLUDES 100 CY FOR REPLACEMENT OF

UNDERCUT EXCAVATION WHICH WILL BE USED ONLY WHEN DIRECTED BY THE ENGINEER.

4. ALL SPOIL MATERIAL WHICH IS SUITABLE FOR EMBANKMENT AND EXCESS TOPSOIL SHALL BE DISPOSED OF ON AIRPORT PROPERTY AS SHOWN ON THE CONTRACT DRAWINGS, UNLESS OTHERWISE DIRECTED BY THE AIRPORT AUTHORITIES. SPOIL MATERIAL WHICH IS NOT SUITABLE FOR EMBANKMENT SHALL BE

DISPOSED OF OFF AIRPORT.

5. EMBANKMENTS SHALL BE CONSTRUCTED WITH SUITABLE ON-SITE MATERIAL UNLESS OTHERWISE

DIRECTED BY THE ENGINEER.

6. THE LIMITS FOR SODDING ARE THE LIMITS OF GRADING SHOWN ON THE GRADING PLANS. ALL AREAS OF SODDING SHALL BE SMOOTH AND FREE RUTTING AT THE COMPLETION OF THE PROJECT. ALL AREAS OUTSIDE OF THE GRADING LIMITS WHICH ARE DISTURBED SHALL BE RESTORED, WITH SOD, BY THE

CONTRACTOR AT THEIR EXPENSE.

7. EXISTING WETLANDS LOCATED ADJACENT TO THE GRADING AREA SHALL NOT BE DISTURBED DURING CONSTRUCTION. PRIOR TO CONSTRUCTION, THE WETLAND BOUNDARIES SHALL BE CLEARLY MARKED IN THE FIELD BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL KEEP ALL MATERIALS AND EQUIPMENT FROM ENTERING EXISTING WETLANDS. ANY IMPACTS TO WETLANDS OUTSIDE THE DESIGNATED GRADING AREA SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY AND MITIGATED BY THE CONTRACTOR AS DIRECTED BY THE ENGINEER AND ALL AT THE CONTRACTORS

EXPENSE.

8. THE COST OF MEASURES AND PRACTICES FOR COMPLIANCE WITH POLLUTION, EROSION, AND

SILTATION CONTROL SUCH AS AIR POLLUTION PREVENTION, WATER POLLUTION PREVENTION,

TEMPORARY SEEDING, TEMPORARY MULCHING, CONSTRUCTION ROAD STABILIZATION, DUST CONTROL, PROTECTING VEGETATION, AND EROSION AND SILTATION CONTROL PRACTICES DUE TO THE

CONTRACTOR'S MEANS AND METHODS, SHALL BE INCLUDED IN ITEM C-102 UNDER PAYMENT FOR

"TEMPORARY AIR AND WATER POLLUTION, SOIL EROSION, AND SILTATION CONTROL".

9. ALL SOIL EROSION AND SEDIMENT CONTROL DEVICES AND MATERIALS SHALL BE IN PLACE PRIOR TO

BEGINNING EARTHWORK OPERATIONS AND SHALL BE MAINTAINED UNTIL THE NEW SLOPES ARE

STABILIZED WITH SODDING AND/OR SLOPE PROTECTION.

10. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ADEQUATE GROWTH OF GRASS FOR ALL AREAS RESTORED WITH SOD. CONTRACTOR SHALL WATER AND MAINTAIN THE SOD AS NECESSARY TO ENSURE CURRENT AND FUTURE GROWTH. FINAL PAYMENTS SHALL NOT BE MADE UNTIL FULL GRASS IS ACHIEVED AS DETERMINED BY THE ENGINEER. WATERING AND MAINTENANCE OF THE SOD SHALL BE

CONSIDERED NECESSARY AND INCIDENTAL TO THE WORK OF THIS CONTRACT.

PAVING NOTES:

1. ALL AREAS TO BE PAVED SHALL BE PREPARED IN ACCORDANCE WITH ITEM P-101, COLD MILLING

EXISTING PAVEMENT - FULL DEPTH.

2. EMULSIFIED ASPHALT TACK COAT, ITEM P-603, SHALL BE APPLIED PRIOR TO PLACING EACH LIFT OF

PAVEMENT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

3. IN CASES OTHER THAN CENTERLINE JOINTS, LONGITUDINAL PAVING JOINTS IN ONE LAYER SHALL BE OFFSET FROM THAT IN THE PREVIOUS LAYER BY AT LEAST ONE FOOT. THE JOINT AT THE CENTERLINE

OF THE PAVEMENT SHALL LINE UP WITH PREVIOUS LAYER CENTERLINE JOINTS.

4. PAVING LANES IN WHICH THE SURFACE TEMPERATURE HAS COOLED TO LESS THAN 160°F (71° C) SHALL

BE CUT BACK WITH A CUTTING WHEEL OR PAVEMENT SAW A MAXIMUM OF 3 INCHES (75 MM) TO EXPOSE A CLEAN, SOUND, UNIFORM VERTICAL SURFACE FOR THE FULL DEPTH OF THE COURSE. ALL CUTBACK

MATERIAL AND ANY LAITANCE PRODUCED FROM CUTTING JOINTS SHALL BE REMOVED FROM THE

PROJECT.

5. WHEN CUTTING CORES DURING ASPHALT QC TESTING, THE CONTRACTOR SHALL MAKE ANY AND ALL NECESSARY EFFORTS TO REMOVE SAWCUT SLURRY DURING CORE DRILLING, INCLUDING BUT NOT LIMITED TO UTILIZATION OF A SHOP VAC TO REMOVE SLURRY FROM THE PAVEMENT SURFACE. IF SLURRY REMAINS AFTER CUTTING OPERATIONS, THE CONTRACTOR SHALL RINSE/WASH THE ASPHALT SURFACE. NO ADDITIONAL COMPENSATION SHALL BE MADE FOR SLURRY REMOVAL OR CLEANUP. IT SHALL BE CONSIDERED A NECESSARY AND INCIDENTAL PORTION OF THE QC TESTING PROCEDURE..

STORMWATER SYSTEM NOTES:

1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY INVERTS AND LOCATIONS OF THE EXISTING STORM SEWER SYSTEM PRIOR TO SUBMITTAL OF SHOP DRAWINGS AND CONSTRUCTION AND

NOTIFY THE ENGINEER IF ANY DISCREPANCY IN INVERTS AND LOCATIONS EXIST.

2. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS, PRODUCT INFORMATION/CUT SHEETS, AND/OR CERTIFICATIONS FOR ALL STORM WATER STRUCTURES, STORM SEWER PIPES, AND CONCRETE DESIGN

MIX.

3. THE CONTRACTOR SHALL MAKE ALL NECESSARY PROVISIONS TO MAINTAIN EXISTING STORM SEWER

SYSTEM IN SERVICE.

4. SURFACE DRAINAGE SHALL BE DIVERTED FROM EXCAVATIONS, AND STOCKPILE AREAS SUCH THAT PROPER SITE CONDITIONS ARE MAINTAINED AND EROSION DUE TO RAIN RUN-OFF OR SEEPAGE IS

PREVENTED OR MINIMIZED.

UTILITY SYSTEM NOTES:

1. CONTRACTOR SHALL NOTIFY ALL PUBLIC AND PRIVATE UTILITY OWNERS AND FLORIDA'S "SUNSHINE ONE-CALL" SYSTEM 72-HRS PRIOR TO STARTING CONSTRUCTION. COST OF REPLACEMENT AND REPAIR

OF EXISTING UTILITIES DAMAGED AS A RESULT OF THE CONTRACTOR'S OPERATION SHALL BE

CONTRACTOR'S RESPONSIBILITY.

2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MAKING ALL NECESSARY ARRANGEMENTS FOR PERFORMING WORK INVOLVED IN CONNECTION WITH THE DISCONTINUANCE OR INTERRUPTION OF ALL

UTILITIES UNDER THE JURISDICTION OF THE UTILITY COMPANIES.

3. EXISTING OUT-OF-SERVICE BURIED UTILITIES ENCOUNTERED WITHIN THE PROPOSED PROJECT SHALL

BE REMOVED WHEN LOCATED WITHIN THE EXCAVATED AREA.

4. CONFLICTS BETWEEN UNDERGROUND UTILITIES, I.E. WATER, ELECTRICAL, COMMUNICATIONS, AND STORM OR SANITARY SEWERS SHALL BE RESOLVED BY ADJUSTING THE UNDERGROUND UTILITIES AS

APPROVED BY THE ENGINEER, AND IS INCLUSIVE IN CONTRACTORS COST.

5. CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AT ALL INTERSECTIONS OF PROPOSED WORK WITH EXISTING UTILITIES. THE EXPLORATORY EXCAVATIONS SHALL BE MADE A MINIMUM OF 72-HRS IN ADVANCE OF THE PROPOSED WORK, AND PRIOR TO SHOP DRAWINGS SUBMITTALS, WHEN APPLICABLE.

THE CONTRACTOR SHALL IMMEDIATELY INFORM THE ENGINEER IF THERE IS A CONFLICT. INFORMATION TO BE FURNISHED BY THE CONTRACTOR SHALL INCLUDE: LOCATION, ELEVATION, UTILITY TYPE, MATERIAL AND SIZE.

6. UTILITY APPURTENANCES SHALL MEET THE FOLLOWING REQUIREMENTS: A) BE AESTHETICALLY ACCEPTABLE. B) IN COMPLIANCE WITH INDUSTRY AND MANUFACTURER'S STANDARDS. C) PLACED IN AREA WITH THE MINIMUM INTERFERENCE TO THE OPERATION AND MAINTENANCE OF THE SITE. D) NOT

IN CONFLICT WITH OTHER FACILITIES.

7. CONTRACTOR SHALL PROVIDE FOR THE TEMPORARY SUPPORT AND PROTECTION OF EXISTING

UTILITIES WITHIN THE WORK ZONE. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE ADEQUACY

OF THESE METHODS I.E. ALL SHEETING, SHORING, AND BRACING SYSTEMS.

8. THE CONTRACTOR SHALL PROVIDE APPLICABLE TEST RESULTS FOR THE PURPOSE OF CERTIFICATIONS

REQUIRED BY THE FDEP OR OTHER GOVERNING AGENCY HAVING JURISDICTION. TESTING AND

CERTIFICATION SHALL INCLUDE BUT ARE NOT LIMITED TO: WATER LINE, COMMUNICATION LINE, POWER/ELECTRICAL LINE, SANITARY SEWERS TRENCH BACKFILL AND COMPACTION, PAVING

MATERIALS.

ELECTRICAL NOTES:

1. ALL ELECTRICAL WORK SHALL CONFORM TO APPLICABLE LOCAL, STATE AND NATIONAL ELECTRICAL

CODES.

2. THE ELECTRICAL CHARACTERISTICS OF PROPOSED EQUIPMENT SHALL BE VERIFIED TO BE COMPATIBLE

WITH EXISTING EQUIPMENT MANUFACTURER PRIOR TO INSTALLATION.

3. ABANDONED CABLES MAY EXIST IN THE VICINITY OF THE PROPOSED WORK. IF ENCOUNTERED, CONTRACTOR SHALL VERIFY THAT THEY ARE ABANDONED PRIOR TO REMOVAL. IF THEY ARE NOT

ABANDONED, CABLES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE IF DAMAGED.

4. ITEMS OF SPECIFIC MANUFACTURE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH

MANUFACTURER'S PRINTED INSTRUCTIONS AND OR MANUFACTURER'S REPRESENTATIVE DIRECTIONS.

5. ALL GROUND CONNECTIONS SHALL BE MADE USING EXOTHERMIC CONNECTIONS.

6. ALL CABLE CONNECTIONS SHALL BE MADE AT LIGHT UNITS OR AT ENDS OF DUCT BANKS UNLESS

DIRECTED OTHERWISE BY THE ENGINEER.

7. ALL ELECTRICAL EQUIPMENT REMOVED WHICH IS DESIRED BY THE OWNER TO BE SALVAGED SHALL BE TURNED OVER TO THE OWNER. THE EQUIPMENT SHALL BE STOCKPILED AT A LOCATION DESIGNATED BY THE OWNER IN PROPER WORKING CONDITION. ALL OTHER MATERIALS SHALL BE SPOILED OFF AIRPORT

PROPERTY AT A PROPER DISPOSAL SITE AT THE CONTRACTOR'S EXPENSE.

8. TEMPORARY CABLE SHALL BE INSTALLED IN CONDUIT AND ANCHORED AT FREQUENT INTERVALS (EVERY 10FT MINIMUM) TO PREVENT MOVING. IF TEMPORARY CABLES MUST BE INSTALLED IN AREAS SUBJECT TO VEHICULAR TRAFFIC, CABLES SHALL BE INSTALLED IN RIGID GALVANIZED STEEL CONDUIT ANCHORED AT FREQUENT INTERVALS (EVERY 10FT MINIMUM) TO PREVENT MOVING. ALL TEMPORARY CABLES SHALL BE CLEARLY LABELED AND MARKED SO AS TO BE VISIBLE FROM A DISTANCE. SOME JUMPERS MAY BE OF SIGNIFICANT LENGTH, SEE PHASING DRAWINGS FOR ADDITIONAL INFORMATION.

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B4 GOPHER TORTOISE RESPONSIBILITES

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DRAWN:

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2024.236.02

DANIEL J. NICKOLS, JR., P.E.

Lic. No. 78634

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AVCON, INC.

ENGINEERS & PLANNERS

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

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

CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057

www.avconinc.com

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1. THE CONTRACTOR SHALL COMPLETE A GOPHER TORTOISE SURVEY, PAID UNDER THE LUMP SUM, "GOPHER TORTOISE SURVEY/PROTECTION." SURVEY RESULTS SHALL BE PROVIDED TO THE ENGINEER ONCE COMPLETED. GOPHER TORTOISE SURVEY BOUNDARY SHALL EXTEND 15' PAST THE WORK AREA

LIMITS.

2. CONTRACTOR SHALL PROTECT ALL DISCOVERED BURROWS IN ACCORDANCE WITH THE FLORIDA FISH

AND WILDLIFE REQUIREMENTS.

3. CONTRACTOR SHALL BE REQUIRED TO OBTAIN THE NECESSARY GOPHER TORTOISE RELOCATION

PERMITS. THIS WORK WILL BE PAID UNDER THE ALLOWANCE, "GOPHER TORTOISE PERMIT."

4. ALL COSTS FOR DIGGING, RELOCATION OF GOPHER TORTOISES, BACKFILLING, AND PERMITS FOR THE RECIPIENT SITE SHALL BE PAID UNDER THE ALLOWANCE, "GOPHER TORTOISE BURROW EXCAVATION AND

RELOCATION."

5. THE CONTRACTOR SHALL TRACK TIME AND MATERIALS FOR THE EFFORT NECESSARY TO EXCAVATE ALL

IDENTIFIED BURROWS AND TO RELOCATE TORTOISES.

6. THE GOPHER TORTOISE SURVEY SHALL BE COMPLETED AS SOON AS POSSIBLE. EXCAVATIONS AND RELOCATIONS SHALL BE COMPLETED BEFORE WORK AREA A. GOPHER TORTOISE EXCAVATIONS AND RELOCATION WORK COMPLETED PRIOR TO THE CONTRACT BEGINNING SHALL NOT COUNT AGAINST

OVERALL CONTRACT TIME.

A4 ABBREVIATIONS

ABAN. - ABANDONED

APPROX. - APPROXIMATE

ASPH. - ASPHALT

BL - BASELINE

BLDG. - BUILDING

BM - BENCHMARK

CL - CENTERLINE

CCR - CONSTANT CURRENT REGULATOR

CIP - CAST IRON PIPE

CMP - CORRUGATED METAL PIPE

CONC. - CONCRETE

CSP - CORRUGATED STEEL PIPE

D - DIAMETER

E - EASTING

ELEV. - ELEVATION

FND. - FOUNDATION

HP - HIGH POINT

INV. - INVERT

JCP - JUNCTION CAN PLAZA

LT- LEFT

LP - LOW POINT

MAX. - MAXIMUM

MES - MITERED END SECTION

MIN. - MINIMUM

N - NORTHING

NA - NOT ACCEPTABLE

NFPA - NATIONAL FIRE PROTECTION ASSOCIATION

OFA - OBJECT FREE AREA

O.C - ON CENTER

PAV'T - PAVEMENT

PC - POINT OF CURVATURE

PCC - PORTLAND CEMENT CONCRETE PAVEMENT

PI - POINT OF INTERSECTION

PL - PROPERTY LINE

PVI - POINT OF VERTICAL INTERSECTION

PVC - POLYVINYL CHLORIDE PIPE

PVT - POINT OF TANGENCY (VERTICAL CURVE)

R - RADIUS

RCP - REINFORCED CONCRETE PIPE

RGS - RIGID GALVANIZED STEEL

ROFA - RUNWAY OBJECT FREE AREA

RSA - RUNWAY SAFETY AREA

ROW - RIGHT OF WAY

RPZ - RUNWAY PROTECTION ZONE

RT - RIGHT

RWY - RUNWAY

SHDR. - SHOULDER

SICPP - SMOOTH INTERIOR CORRUGATED

POLYETHYLENE PIPE

STA. - STATION

TLOFA - TAXILANE OBJECT FREE AREA

TOFA - TAXIWAY OBJECT FREE AREA

TSA - TAXIWAY SAFETY AREA

TWY - TAXIWAY

TYP. - TYPICAL

UG - UNDERGROUND

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A1 GENERAL PLAN AND CONSTRUCTION SAFETY AND PHASING PLAN A4 KEY PLAN

B4 CSPP NOTES AND SHEET LEGEND

DJN

PV

PV, DJN

JUNE 2025

AS SHOWN

SEAL

SHEET

AVCON PROJECT NUMBER

APPROVED:

DESIGNED:

DRAWN:

DATE:

SCALE:

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2024.236.02

DANIEL J. NICKOLS, JR., P.E.

Lic. No. 78634

6-

9-

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AVCON, INC.

ENGINEERS & PLANNERS

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

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

CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057

www.avconinc.com

IS

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NORTH

WORK AREA A

WORK AREA A SHALL CONSIST OF ALL PROJECT RELATED SCOPE WITHIN THE WORK AREA LIMITS INCLUDING, BUT NOT LIMITED TO CLEARING AND GRUBBING, EXCAVATION/GRADING, PAVING OPERATIONS, UTILITY WORK, MARKINGS, AND DRAINAGE IMPROVEMENTS.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE BEST WAY TO ACCESS THE CONTRACTOR'S STAGING, LAY-DOWN, STOCKPILE, AND PERSONAL VEHICLE PARKING AREA. WORK IN THIS AREA SHALL BE

LIMITED TO 180 CALENDAR DAYS.

WORK AREA B

WORK AREA B SHALL CONSIST OF ALL PROJECT RELATED SCOPE WITHIN THE WORK AREA LIMITS INCLUDING, BUT NOT LIMITED TO EXCAVATION/GRADING, MARKINGS, PAVING OPERATIONS, AND ELECTRICAL WORK.

WORK IN WORK AREA B SHALL BE CONCURRENT TO WORK WITHIN WORK AREA A.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE BEST WAY TO ACCESS THE CONTRACTOR'S STAGING, STORING, LAY-DOWN, STOCKPILE, AND PERSONAL VEHICLE PARKING AREA. WORK AREA B SHALL REQUIRE A PARTIAL TAXIWAY CLOSURE AND WILL BE LIMITED TO 30 CALENDAR DAYS. A PARTIAL TAXIWAY CLOSURE SHALL BE REQUIRED FOR THE DURATION OF WORK AREA B. LIMITS OF THE TAXIWAY CLOSURE SHALL BE FROM RUNWAY 4-22 RUNWAY SAFETY AREA TO THE EDGE OF PAVEMENT TAXILANE FOR FIRE

STATION ENTRANCE.

THE START DATE FOR WORK AREA B SHALL BE COORDINATED WITH THE OWNER AND ENGINEER AT LEAST 72 HOURS IN ADVANCE. NOTAMS SHALL BE IN PLACE A MINIMUM OF 72 HOURS PRIOR TO THE PLANNED PARTIAL

TAXIWAY CLOSURE.

EXISTING PAVEMENT DISTURBED BY WORK IN WORK AREA B OUTSIDE OF THE LIMITS SHOWN SHALL BE

RESTORED TO ORIGINAL CONDITION

OR BETTER.

TEMPORARY WIRING SHALL BE REQUIRED TO MAINTAIN ALL AIRFIELD LIGHT SYSTEMS. THE CONTRACTOR SHALL PROVIDE TEMPORARY JUMPERS AS NECESSARY TO MAINTAIN AIRFIELD LIGHTING. ALL AIRFIELD SYSTEMS SHALL REMAIN IN OPERATING CONDITION FOR ALL PORTIONS OF THE AIRFIELD WHICH ARE OR COULD BE OPENED TO TRAFFIC AT THE END OF THE WORK PERIOD. OTHER LIGHTING SYSTEMS WITHIN THE WORK AREA, WHICH WILL BE TAKEN OUT OF SERVICE WHEN REQUIRED BY CONSTRUCTION SHALL BE

RESTORED AT THE COMPLETION OF THE PHASE.

WORK AREA C:

WORK AREA C SHALL CONSIST OF ALL PROJECT RELATED SCOPE WITHIN THE WORK AREA LIMITS INCLUDING, BUT NOT LIMITED TO EXCAVATION/GRADING, MARKINGS, PAVING OPERATIONS, AND UTILITY WORK. WORK IN

WORK AREA C SHALL BE CONCURRENT TO WORK WITHIN WORK AREAS A AND B.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE BEST WAY TO ACCESS THE CONTRACTOR'S STAGING, STORING, LAY-DOWN, STOCKPILE, AND PERSONAL VEHICLE PARKING AREA. WORK AREA C SHALL

BE LIMITED TO 30 CALENDAR DAYS.

EXISTING PAVEMENT DISTURBED BY WORK IN WORK AREA C OUTSIDE OF THE LIMITS SHOWN SHALL BE

RESTORED TO ORIGINAL CONDITION

OR BETTER.

FULL CLOSURES ON VETERANS ROAD SHALL NOT BE PERMITTED UNDER ANY CIRCUMSTANCES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ADHERE TO THE STANDARDS SET FORTH BY THE FDOT TEMPORARY TRAFFIC CONTROL (MAINTENANCE OF TRAFFIC) HANDBOOK, AUGUST 2016 EDITION AND TO FOLLOW THE GUIDELINES SET FORTH BY DESIGN STANDARD 603 "TWO-LANE, TWO-WAY WORK WITHIN THE TRAVEL WAY" SHEET 1 LOCATED IN THE 2018 FDOT DESIGN STANDARDS FOR TRAFFIC CONTROL THROUGH WORK ZONES TO MAINTAIN CONSTANT WORK IN WORK AREA C. MEASUREMENT AND PAYMENT SHALL BE INCLUDED IN THE

CONTRACT UNIT PRICE FOR ITEM GP-80, CONSTRUCTION SAFETY AND PHASING.

NORTH

CRACKER

BARREL

FIRE

STATION

VETERANS ROAD

U.S. HIGHWAY 441

U.S. HIGHWAY 441

C O

LLEG

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COLLEGE DR

VETERANS ROAD

C O

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XI

W

AY

K

TA

XI

W

AY

K

EXISTING TREELINE,

(TYP.)

AIRPORT PROPERTY

LINE, (TYP.)

EXISTING TREE,

(TYP.)

EXISTING

FENCELINE, (TYP.)

EXISTING AIRFIELD

PAVEMENT

MARKING, (TYP.)

PROJECT

WORK AREA

LIMITS, (TYP.)

PARKING LOT

PROPOSED

FENCELINE,

(TYP.)

NEW TWO LANE, 24'

WIDE ROADWAY

NEW VEHICLE

TURNAROUND

WORK AREA A

CONTRACTOR STAGING, LAY-DOWN,

STOCKPILE, AND PERSONAL VEHICLE

PARKING AREA. AREA MAY BE INCREASED

ONCE CLEARING AND GRUBBING IS

COMPLETED BUT SHALL REMAIN OUTSIDE

OF AIRPORT SECURITY FENCELINE.

NEW ROADWAY

ASPHALT PAVEMENT

SECTION

NEW TAXILANE

ASPHALT PAVEMENT

SECTION

LOW-PROFILE BARRICADES

INTENDED FOR WORK AREA B,

SEE DETAIL C4/GC501

CONTRACTOR ACCESS ROUTE,

(TYP.)

NEW TAXIWAY

EDGE LIGHTS,

(TYP.)

NEW UTILITY INFRASTRUCTURE,

(TYP.), SEE CU SERIES FOR

MORE INFORMATION

EXISTING UTILITIES TO BE

PROTECTED IN PLACE, (TYP.)

BLAST WALL

STABILIZED CONSTRUCTION

ENTRANCE, ITEM GP-80, SEE

DETAIL A3/GC501

NEW TAXILANE

OBJECT FREE

AREA, (TYP.)

WORK AREA B

WORK AREA C

POTENTIAL LAND LEASE

BOUNDARIES

EXISTING UTILITIES TO BE

PROTECTED IN PLACE, (TYP.)

PARKING LOT

PR

O

PO

SE

D T

AX

IL

AN

E

PR

O

PO

SE

D R

O

AD

W

AY

NEW AIRFIELD

ELECTRICAL

CONDUIT, (TYP.)

EXISTING AIRFIELD

ELECTRICAL

CONDUIT, (TYP.)

EXISTING

CANTILEVER GATE

NEW UTILITY INFRASTRUCTURE,

(TYP.), SEE CU SERIES FOR

MORE INFORMATION

NEW DRAINAGE PIPE,

STORM DRAIN INLETS,

AND CROSS DRAIN

MITERED END

SECTIONS, (TYP.)

PROPOSED

TAXILANE 2

T H

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I

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GC501

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A3 STABILIZED CONSTRUCTION ACCESS ENTRANCE AND TEMPORARY DRAINAGE DETAILA1 GENERAL SAFETY AND INSPECTION NOTES

DJN

PV

PV, DJN

JUNE 2025

AS SHOWN

SEAL

SHEET

AVCON PROJECT NUMBER

APPROVED:

DESIGNED:

DRAWN:

DATE:

SCALE:

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(K

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2024.236.02

DANIEL J. NICKOLS, JR., P.E.

Lic. No. 78634

6-

9-

IS

SU

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T O

B

ID

D R

AW

IN

G S

AVCON, INC.

ENGINEERS & PLANNERS

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

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

CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057

www.avconinc.com

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C4 HDPE LOW PROFILE BARRICADE DETAIL

GENERAL NOTES

1. ALL VEHICLES IN THE CONSTRUCTION AREA MUST BE EQUIPPED WITH AN ORANGE AND WHITE

CHECKERED FLAG ON THE HIGHEST POINT OR A FLASHING/ROTATING AMBER CONSTRUCTION

BEACON.

2. THE CONTRACTOR SHALL CONDUCT ALL WORK IN ACCORDANCE WITH FAA ADVISORY CIRCULAR

AC 150/5370-2, LATEST EDITION.

3. THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR CONTACT INFORMATION OF KEY

AIRPORT PERSONNEL.

4. ACCESS TO THIS PROJECT REQUIRES USE OF EXISTING CITY AND AIRPORT ROADS. IT SHALL BE

THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL ACCESS SURFACES REMAIN

CLEAN AND CLEAR OF DIRT AND DEBRIS AT ALL TIMES.

5. ADDITIONALLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY AN ALL DAMAGE

INFLICTED UPON THE ACCESS ROUTES OVER THE DURATION OF THE PROJECT. THE

ENGINEER/OWNER SHALL DOCUMENT THE EXISTING CONDITION AND POST-CONDITION OF ALL

ACCESS ROUTES. ANY MEASURABLE DAMAGE SHALL BE REPAIRED BY THE CONTRACTOR AT NO

ADDITIONAL COST TO THE OWNER

6. THE BARRICADES INDICATED ON THE PLAN REPRESENT THE TRAFFIC CONTROL REQUIRED

DURING CONSTRUCTION. IN THE EVENT THAT MORE TRAFFIC CONTROL IS REQUIRED DURING

CONSTRUCTION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE NUMBER AND

LOCATION OF BARRICADES REQUIRED TO KEEP THE ACTIVE WORK AREA PROTECTED.

7. THE CONTRACTOR SHALL BE REQUIRED TO PREPARE A MOT PLAN FOR ROAD CLOSURES AND TO

SUBMIT FOR MOT/ROW PERMITS AS NEEDED FOR PARTIAL ROAD CLOSURES. ALL COSTS

ASSOCIATED WITH MOT PLAN PREP AND MOT/ROW PERMITTING SHALL BE INCLUDED IN THE

CONTRACT UNIT PRICE FOR ITEM GP-80, CONSTRUCTION SAFETY AND PHASING PLAN.

8. THE CONTRACTOR IS REQUIRED TO SUBMIT A SAFETY PLAN COMPLIANCE CERTIFICATION

(SPCC). THIS DOCUMENT CERTIFIES THAT THE CONTRACTOR HAS READ AND UNDERSTANDS THE

SAFETY AND PHASING REQUIREMENTS OF THE PROJECT. ADDITIONALLY THE CONTRACTOR

AGREES TO FOLLOW THE RULES AND REQUIREMENTS OF THIS SAFETY AND PHASING PLAN, THE

CONTRACT DOCUMENTS AND THE REQUIREMENTS OF FAA ADVISORY CIRCULAR 150/5370-2,

LATEST EDITION. A NOTICE TO PROCEED (NTP) WILL NOT BE ISSUED UNTIL THE SPCC IS

SUBMITTED.

9. NO BADGING IS REQUIRED FOR THIS PROJECT/AIRPORT, HOWEVER THE CONTRACTOR SHALL BE

REQUIRED TO COORDINATE WITH THE OWNER FOR ACCESS THROUGH THE AUTOMATED GATES.

INSPECTION REQUIREMENTS

1. AT THE END OF EACH DAY, THE CONSTRUCTION AREA SHALL BE INSPECTED FOR ANY FOREIGN

OBJECT DEBRIS (FOD) ON AIRFIELD OR NON AIRFIELD PAVEMENTS AND FOR ANY EXCESS

CONSTRUCTION MATERIALS LEFT IN THE TAXIWAY OR TAXILANE OBJECT FREE AREA. NO

MATERIAL STOCKPILE OR EQUIPMENT CAN BE STAGED OR LEFT IN ANY OBJECT FREE AREA.

2. AT THE BEGINNING OF EACH CONSTRUCTION DAY, THE CONTRACTOR SHALL VERIFY ALL

BARRICADES ARE PLACED CORRECTLY AND THAT ALL REFLECTORS OR SOLAR POWERED

WARNING LIGHTS ARE FULLY OPERATIONAL.

SAFETY REQUIREMENTS

1. THE WORK OF THIS PROJECT REQUIRES WORKING IN THE VICINITY OF AND ADJACENT TO AN EXISTING TAXIWAY. THE CONTRACTOR SHALL YIELD TO AIRCRAFT TRAFFIC AT ALL TIMES, AND

SHALL MAKE ALL NECESSARY ARRANGEMENTS TO PREVENT IMPACTS TO EXISTING TENANTS

WITHOUT PROPER/EXTENDED NOTICE.

2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE ANY CONSTRUCTION EQUIPMENT FROM WITHIN THE TOFA DURING INTRUSIVE CONSTRUCTION ACTIVITIES WHENEVER AIRCRAFT IS

PRESENT.

3. DURING PERFORMANCE OF THIS CONTRACT, THE AIRPORT TAXIWAY SHALL REMAIN IN USE BY

AIRCRAFT TO THE MAXIMUM EXTENT POSSIBLE. AIRCRAFT USE OF AREAS NEAR THE

CONTRACTOR'S WORK WILL BE CONTROLLED TO MINIMIZE DISTURBANCE TO THE

CONTRACTOR'S OPERATION. THE CONTRACTOR SHALL NOT ALLOW EMPLOYEES,

SUBCONTRACTORS, SUPPLIERS OR ANY OTHER UNAUTHORIZED PERSON TO ENTER OR REMAIN

IN ANY AIRPORT AREA WHICH WOULD BE HAZARDOUS TO PERSONS OR TO AIRCRAFT

OPERATIONS.

4. ALL WORK WHICH IS TOO CLOSE TO AN ACTIVE TAXIWAY TO BE PERFORMED UNDER

OPERATIONAL CONDITIONS SHALL BE PERFORMED WHEN THE TAXIWAY IS NOT IN USE. SUCH

WORK SHALL NOT BE ACCOMPLISHED WITHOUT PRIOR PERMISSION FROM THE OWNER OR

ENGINEER.

5. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO ENSURE THE SAFETY OF

OPERATING AIRCRAFT AS WELL AS THAT OF HIS OWN EQUIPMENT AND PERSONNEL. THE

CONTRACTOR SHALL OBEY ALL INSTRUCTIONS AS TO ROUTES TO BE TAKEN BY EQUIPMENT

TRAVELING WITHIN THE AIRPORT AREA. THE CONTRACTOR SHALL MAKE HIS OWN ESTIMATE OF

ALL DIFFICULTIES TO BE ENCOUNTERED.

6. THE CONTRACTOR OR HIS PROJECT REPRESENTATIVE SHALL NOTIFY THE AIRPORT

REPRESENTATIVE PRIOR TO STARTING WORK EACH DAY AND WHEN WORK HAS BEEN

COMPLETED FOR THE DAY. IT SHALL ALSO BE THE CONTRACTOR OR HIS REPRESENTATIVE'S

RESPONSIBILITY TO MAKE A THOROUGH CHECK OF THE WORK AREAS, TO SEE THAT ALL

EQUIPMENT HAS BEEN RETURNED AND PARKED IN THE PARKING AREAS DESIGNATED BY THE

ENGINEER.

7. EQUIPMENT NOT ACTUALLY IN OPERATION SHALL BE KEPT CLEAR OF ACTIVE OPERATIONAL

AREAS; PERSONNEL SHALL NOT ENTER OR OPERATE EQUIPMENT WITHIN ACTIVE OPERATIONAL

AREAS OF THE AIRPORT WITHOUT SPECIFIC PERMISSION FROM THE OFFICE OF THE AIRPORT

REPRESENTATIVE.

8. WHEN ANY VEHICLE OTHER THAN THOSE APPROVED FOR USE IN THE AIRCRAFT MOVEMENT

AREA IS REQUIRED TO TRAVEL OVER ANY PORTION OF THAT AREA, IT SHALL BE ESCORTED BY A VEHICLE PROPERLY IDENTIFIED TO OPERATE IN THE AREA AND BE PROVIDED WITH A FLAG ON A

STAFF ATTACHED TO THE VEHICLE. A FLAG OR ESCORT VEHICLE IS NOT REQUIRED FOR

VEHICLES WHICH HAVE BEEN PAINTED, MARKED AND LIGHTED FOR ROUTING USE ON AIRCRAFT

MOVEMENT AREAS. ANY VEHICLE OPERATING ON THE MOVEMENT AREA DURING THE HOURS OF

DARKNESS SHALL BE EQUIPPED WITH A FLASHING LIGHT IN ACCORDANCE WITH NOTE 9 BELOW.

9. ALL CONSTRUCTION EQUIPMENT AND VEHICLES WILL BE REQUIRED TO HAVE A FLAG ON STAFF

OR A YELLOW/AMBER LENS ROTATING/FLASHING LIGHT MOUNTED ON THE ROOF OR SO

ATTACHED TO THE VEHICLE THAT THE FLAG OR LIGHT WILL BE READILY VISIBLE. THE FLAG

SHOULD BE NO LESS THAN 3 FEET SQUARE CONSISTING OF A CHECKERED PATTERN OF

INTERNATIONAL ORANGE AND WHITE SQUARES OF NOT LESS THAN ONE FOOT ON EACH SIDE.

THE CONTRACTOR SHALL HAVE A SUFFICIENT NUMBER OF FLAGS AND STAFFS TO PROVIDE FOR

ALL VEHICLE AND EQUIPMENT NEEDS.

10. EMPLOYEE PARKING AND ACCESS TO THE JOB SITE BY ALL CONTRACTOR PERSONNEL AND

CONSTRUCTION VEHICLES AND EQUIPMENT SHALL BE AS SHOWN ON SHEET GC101.

11. UNAUTHORIZED ENTRANCE OF CONTRACTOR EMPLOYEES AND EQUIPMENT INTO AN AIR

OPERATIONS AREA WILL BE CAUSE FOR IMMEDIATE ACTION AS PROVIDED FOR IN GENERAL

PROVISIONS SUBSECTION TITLED CHARACTER OF WORKERS METHODS AND EQUIPMENT OF

SECTION 80.

12. OPEN FLAME WELDING OR TORCH CUTTING OPERATIONS ARE PROHIBITED UNLESS ADEQUATE

FIRE AND SAFETY PRECAUTIONS ARE PROVIDED AND HAVE BEEN APPROVED BY THE ENGINEER.

13. OPEN TRENCHES, EXCAVATIONS AND STOCKPILED MATERIAL AT THE CONSTRUCTION SITE

SHALL BE PROMINENTLY MARKED WITH ORANGE FLAGS AND LIGHTED BY LIGHT UNITS OR LOW

PROFILE LIGHTED BARRICADES DURING HOURS OF RESTRICTED VISIBILITY AND/OR DARKNESS.

14. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT MOVEMENT

RESULTING FROM MAXIMUM ANTICIPATED AIRCRAFT BLAST AND WIND CONDITIONS.

15. WASTE AND LOOSE MATERIAL CAPABLE OF CAUSING DAMAGE TO AIRCRAFT LANDING GEARS, PROPELLERS OR BEING INGESTED IN JET ENGINES, SHALL NOT BE PLACED ON ACTIVE AIRCRAFT

MOVEMENT AREAS. MATERIALS TRACKED ON THESE AREAS SHALL BE REMOVED CONTINUOUSLY

DURING THE PROJECT.

CONDITIONS REQUIRING PARTIAL TAXIWAY CLOSURE

1. CLOSING OF THE EXISTING TAXIWAY WILL BE NECESSARY WHEN ONE OR MORE OF THE

FOLLOWING CONDITIONS EXIST DURING CONSTRUCTION ACTIVITIES.

1.1. EXCAVATIONS REQUIRED WITHIN THE TAXIWAY OBJECT FREE AREA. THE TAXIWAY OBJECT

FREE AREA IS DESCRIBED AS AN AREA CENTERED ON THE TAXIWAY AT A WIDTH OF 124'.

1.2. MOUNDS OR STOCKPILES OF EARTH, CONSTRUCTION MATERIAL, TEMPORARY STRUCTURES,

AND OTHER OBSTACLES WITHIN THE TAXIWAY OBJECT FREE AREA.

1.3. OPEN TRENCHES OR EXCAVATIONS EXCEEDING 3 INCHES IN DEPTH AND 3 INCHES IN WIDTH

WITHIN THE TAXIWAY OBJECT FREE AREA.

1.4. HEAVY EQUIPMENT, STATIONARY OR MOBILE, OPERATING OR IDLE WITHIN THE TAXIWAY

OBJECT FREE AREA.

1.5. TALL, RELATIVELY LOW VISIBILITY UNITS SUCH AS CRANES, DRILLS OR THE LIKE IN CRITICAL

AREAS SUCH AS SAFETY AREAS AND OBJECT FREE AREAS.

1.6. IMPROPER OR MALFUNCTIONING LIGHTS OR UNLIGHTED HAZARDS.

1.7. HOLES, OBSTACLES, LOOSE PAVEMENT, TRASH AND OTHER DEBRIS IN THE TAXILANE

OBJECT FREE AREA.

1.8. BIRD ATTRACTANTS SUCH AS TRASH, GRASS SEEDING OR PONDED WATER WITHIN THE

TAXILANE OBJECT FREE AREA.

1.9. INADEQUATE OR IMPROPER METHODS OF MARKING TEMPORARILY CLOSED AIRPORT

OPERATIONS AREAS INCLUDING IMPROPER AND UNSECURED BARRICADES.

1.10. CONSTRUCTION ACTIVITIES WITHIN TAXIWAY SAFETY AREAS.

2. CLOSURE OF AIRPORT TAXIWAY AND CONSTRUCTION ZONES SHALL BE EFFECTED BY ISSUANCE OF APPLICABLE NOTAM(S). NOTAM(S) SHALL BE INITIATED BY THE AIRPORT REPRESENTATIVE OR

OTHER AUTHORIZED REPRESENTATIVE OF THE OWNER. ADDITIONAL NOTICE SHALL BE

PROVIDED TO THE DIRECTLY AFFECTED TENANTS IN THE ADJACENT HANGAR BUILDINGS.

CONTRACTOR DAILY CLEAN UP AND INSPECTION

1. AFTER ALL WORK HAS BEEN COMPLETED FOR THE DAY AND PRIOR TO DEPARTING THE PROJECT

AREA, THE CONTRACTOR OR HIS SUPERINTENDENT SHALL SEE THAT:

1.1. ALL TOOLS, EQUIPMENT AND CONSTRUCTION MATERIALS HAVE BEEN REMOVED AND

PROPERLY STORED AT THE CONSTRUCTION SITE.

1.2. PLACE BARRICADES, RAILINGS, PLACE COVERS OVER HOLES AND TRENCHES, ROPE OFF

AREAS AND TAKE OTHER PRECAUTIONS NECESSARY TO MINIMIZE THE POSSIBILITY OF

INJURY TO ANY PERSON(S) WHO MAY FOR ANY REASON ENTER THE PROJECT WORK AREA.

1.3. OPEN TRENCHES, EXCAVATIONS AND STOCKPILED MATERIAL AT THE CONSTRUCTION SITE

SHALL BE PROMINENTLY MARKED WITH LIGHTS DURING HOURS OF DARKNESS.

COMMUNICATIONS

1. VHF/UHF RADIOS SHALL BE SUPPLIED BY THE CONTRACTOR ON AN AS NEEDED BASIS.

2. THE CONTRACTOR SHALL PROVIDE FOR CONTINUOUS MONITORING OF THE RADIO WHEN HE HAS

PERSONNEL ON THE AIRPORT PROPERTY OR IN AN AIR OPERATIONS AREA.

3. THE INDIVIDUAL(S) ASSIGNED TO MONITOR THE RADIOS SHALL BE RESPONSIVE TO ALL RADIO

COMMUNICATIONS TRANSMITTED FOR THE CONTRACTOR, BY THE AIRPORT REPRESENTATIVE.

LEESBURG GROUND COMMUNICATION FREQUENCY IS 121.725.

CONTRACTOR QUALITY CONTROL TESTING REQUIREMENTS:

1. THE CONTRACTOR IS RESPONSIBLE TO HAVE A QUALIFIED QC TESTING FIRM TO CONDUCT THE

REQUIRED TESTING NOTED HEREIN, AS WELL AS ANY ADDITIONAL REQUIREMENTS PER THE

CONTRACT SPECIFICATIONS.

1.1. P-152 UNCLASSIFIED EXCAVATION:

1.1.1. DENSITY TESTING IS REQUIRED FOR EVERY 3,000 SY OF COMPACTED EMBANKMENTS,

OR 2 TESTS PER 1,000 SY FOR SUBGRADE, OR AS OTHERWISE DETERMINED BY THE

RPR/ENGINEER.

1.1.2. IN-FIELD DENSITY SHALL MEET AT LEAST 100% OF THE MAXIMUM DRY DENSITY

(MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT) OF THE LABORATORY

SPECIMENS COMPACTED AND TESTED PER ASTM D698.

1.1.3. THE IN-FIELD OPTIMUM MOISTURE CONTENT SHALL BE WITHIN +/- 2% OF THE

LABORATORY OPTIMUM MOISTURE.

1.1.4. IF THE SPECIFIED DENSITY IS NOT MET THE ENTIRE LOT SHALL BE

REWORKED/RE-COMPACTED AND ADDITIONAL RANDOM TESTS MADE UNTIL THE

SPECIFIED DENSITY IS REACHED.

1.2. P-211 LIMEROCK:

1.1.1. DENSITY TESTING IS REQUIRED FOR THE SAMPLING METHOD DETERMINED BY THE

ENGINEER OR RPR. DENSITY TESTS SHALL BE PERFORMED IN THE PRESENCE OF THE

RPR AND PROVIDE TEST RESULTS UPON COMPLETION FOR ACCEPTANCE. TWO TESTS

SHALL BE CONDUCTED PER 1000 SY BUT THERE SHALL BE NO LESS THAN TWO TESTS

UNDER ANY CIRCUMSTANCES PER LIFT.

1.1.1.1. FIELD DENSITY SHALL BE ACCEPTED IS IT MEETS AT LEAST 100% OF THE MAXIMUM

DENSITY (MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT) OF THE

LABORATORY SPECIMENS COMPACTED AND TESTED PER ASTM D698.

1.1.1.2. IN-FIELD DENSITY TESTS SHALL BE DETERMINED PER ASTM D6938 USING

PROCEDURE A, AND ASTM D6938 SHALL BE USED TO DETERMINE THE MOISTURE

CONTENT OF THE MATERIAL.

1.1.1.3. IF THE DENSITY FAILS, THE AREA SHALL BE REWORKED AND/OR RECOMPACTED,

AND RETESTED UNTIL THE SPECIFIED DENSITY IS REACHED.

1.1.2. GRADE CHECKS ARE REQUIRED FOR FINISHED LIMEROCK. THE THICKNESS OF THE BASE

COURSE SHALL BE WITHIN +0" AND -1/2" OF THE FINISHED BASE COURSE GRADE. WHERE

THE THICKNESS IS DEFICIENT BY MORE THAN 12" DEPTH, THE CONTRACTOR SHALL

CORRECT THE AREAS AT NO ADDITIONAL COST, SCARIFY THE AREA, ADD IN NEW

MATERIAL OF PROPER GRADATION, AND BLEND/RECOMPACT THE MATERIAL TO GRADE.

1.2. P-401 ASPHALT SURFACE COURSE:

1.2.1. DURING PAVING OPERATIONS, THE CONTRACTOR SHALL HAVE A QUALIFIED QC TEAM ON

SITE FOR THE DURATION OF THE DAY.

1.2.2. MINIMUM QC REQUIREMENTS INCLUDE:

1.2.2.1. ASPHALT TEMPERATURE CHECKS AS TRUCKS ARRIVE ON SITE.

1.2.2.2. A MINIMUM OF TWO TESTS SHALL BE PERFORMED PER DAY FOR DETERMINATION

OF ASPHALT CONTENT.

1.2.2.3. IN PLACE DENSITY CHECKS DURING ROLLING/COMPACTION EFFORTS TO ENSURE

ACCEPTANCE OF FINAL TEST RESULTS.

1.2.2.4. KEEP A RECORD OF PAVING LANES, PAVING DIRECTION, IN PLACE TONNAGE, WASTE

TONNAGE, AND REJECTED TONNAGE DUE TO FAILED TESTING. THIS RECORD SHALL

BE TURNED INTO THE RPR/ENGINEER BEFORE THE START OF THE NEXT PAVING

OPERATION.

1.2.2.5. CUT MAT AND JOINT CORES AS DIRECTED BY THE RPR/ENGINEER. CORES SHALL BE

CUT, MEASURED, LABELED, AND STORED IN THE PRESENCE OF THE RPR. CORES

SHALL BE PATCHED PRIOR TO THE END OF DAY, AND ALL SLURRY CLEANED FROM

THE AREA TO PREVENT STAINS ON THE FINISHED ASPHALT.

2. THE ENGINEER RETAINS THE RIGHT TO PERFORM ANY QA TESTING IF DEEMED NECESSARY,

REGARDLESS OF WHETHER QA IS REQUIRED PER THE SPECIFICATIONS.

3. THE COST OF ALL FAILED QA TESTING SHALL BE AT THE COST OF THE CONTRACTOR.

NOTES:

1. BARRICADES SHALL BE 6" X 8' AIRPORT LOW PROFILE BARRICADE (ORANGE) AS MANUFACTURED

BY NEUBERT AERO CORP OR AN APPROVED EQUIVALENT.

2. FLAT, BIDIRECTIONAL WARNING LIGHTS WILL NOT BE ACCEPTABLE.

3. EXACT LOCATIONS SHALL BE DETERMINED DURING CONSTRUCTION BY THE CONTRACTOR AND

SHALL BE APPROVED BY THE ENGINEER.

4. BARRICADES SHALL BE WATER FILLED OR WEIGHTED IN A WAY TO PREVENT MOVEMENT DUE

TO WIND, JET BLAST, OR PROP WASH.

5. PLACEMENT, MAINTENANCE, AND REMOVAL OF BARRICADES SHALL NOT BE PAID SEPARATELY

AND SHALL BE INCIDENTAL TO ITEM GP-80, CONSTRUCTION SAFETY AND PHASING PLAN.

360° SOLAR-POWERED

FLASHING RED WARNING

LIGHT

SAFETY ORANGE AND WHITE,

HIGH IMPACT, UV RESISTANT,

HDPE WATER-FILLED BARRICADE

6" X 6' ORANGE AND WHITE

REFLECTIVE SHEETING, CLASS B

CONNECTOR TO

NEXT UNIT, (TYP.)

8' (TYP.)

6" (T

YP

PIPE SHALL BE SIZED AS

NEEDED TO MAINTAIN

PROPER DRAINAGE

FLOW IN SWALE

BACKFILL WITH SUITABLE

ON-SITE MATERIAL AND

COMPACT IN ACCORDANCE

WITH CURRENT FAA

SPECIFICATIONS

EXISTING ASPHALT PAVEMENT

EXISTING

LIMEROCK BASE

PROFILE VIEW

CONTRACTOR SHALL PROTECT AGAINST

UNDERMINING OF EXISTING SHOULDER

DURING INSTALLATION AND REMOVAL

OF STABILIZED ENTRANCE. DAMAGE TO

EXISTING ROADWAY OR SHOULDER, AS

DETERMINED BY THE ENGINEER, SHALL

BE REPAIRED BY THE CONTRACTOR AT

NO ADDITIONAL COST TO THE OWNER.

NOTE:

PAYMENT FOR STABILIZED CONSTRUCTION ENTRANCE SHALL BE MADE AT THE CONTRACT UNIT PRICE PER LUMP SUM UNDER ITEM GP-80, "STABILIZED CONSTRUCTION ACCESS ENTRANCE AND TEMPORARY DRIANAGE", AND SHALL INCLUDE INSTALLATION IN ACCORDANCE WITH THIS DETAIL, REMOVAL, AND RESTORATION OF THE

AREA.

EXISTING ROADWAY

PROVIDE COVER PER

MANUFACTURER

RECOMMENDATIONS.

12" STABILIZED CONTRACTOR ACCESS

ROAD MATERIAL SHALL BE SELECTED BY

THE CONTRACTOR IN ORDER TO PROVIDE

AN UNYIELDING DRIVING SURFACE

A

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G

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F

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W

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4H :1V

BACKFILL WITH SUITABLE ON-SITE

MATERIAL AND COMPACT IN

ACCORDANCE WITH FAA SPECIFICATIONS

PLAN VIEW

PIPE SHALL BE SIZED AS

NEEDED TO MAINTAIN PROPER

DRAINAGE FLOW IN SWALE

CONSTRUCTION ENTRANCE SECTION A-A VIEW

SWALE ℄

SWALE

BOTTOM

OF BANK

SWALE TOP OF BANK

SWALE ℄

SWALE

BOTTOM

OF BANKSWALE TOP OF BANK

20'

R

' (T

YP

PIPE SHALL BE SIZED AS

NEEDED TO MAINTAIN PROPER

DRAINAGE FLOW IN SWALE

4H :1V

2' MIN.

ANY DAMAGE TO THE EXISTING

PAVEMENT OR SHOULDER SHALL

BE REPAIRED BY THE

CONTRACTOR AT NO ADDITIONAL

COST TO THE OWNER.

PIPE SHALL EXTEND A MIN

OF 2' BEYOND BACKFILL

TO PREVENT SILT FROM

ENTERING THE PIPE (TYP.)

SWALE CENTERLINE

CONSTRUCTION ENTRANCE

ROAD SHALL BE SLOPED AS

NEEDED TO PROVIDE

POSITIVE DRAINAGE AND

PREVENT PONDING.

BACKFILL WITH SUITABLE ON

SITE MATERIAL AND COMPACT IN

ACCORDANCE WITH FAA

SPECIFICATIONS

STABILIZED CONSTRUCTION ENTRANCE

CONSTRUCTION

ENTRANCE TO

CONTRACTOR STAGING

AREA AND ENTRANCE

TO CONSTRUCTION

WORK AREA.

STABILIZED

CONSTRUCTION

ENTRANCE

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C4 SHEET NOTES

A1 EXISTING CONDITIONS PLAN A4 KEY PLAN

B4 BENCHMARK INFORMATION AND LEGEND

DJN

PV

PV, DJN

JUNE 2025

AS SHOWN

SEAL

SHEET

AVCON PROJECT NUMBER

APPROVED:

DESIGNED:

DRAWN:

DATE:

SCALE:

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(K

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2024.236.02

DANIEL J. NICKOLS, JR., P.E.

Lic. No. 78634

6-

9-

IS

SU

ED

T O

B

ID

D R

AW

IN

G S

AVCON, INC.

ENGINEERS & PLANNERS

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

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

CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057

www.avconinc.com

IS

SU

ED

T

O B

ID

D

R

AW

IN

G

S

NORTH NORTH

TOPOGRAPHIC SURVEY BENCHMARK (BM) LOCATION

THE DATA PROVIDED IN THE TABLE ABOVE WAS TAKEN FROM THE FIELD

TOPOGRAPHIC SURVEY COMPLETED BY GAI CONSULTANTS ON FEBRUARY 16TH,

2023. THE ORIGINAL TOPOGRAPHIC SURVEY IS ON FILE IN THE MAIN AIRPORT

ADMINISTRATIVE OFFICE AND IS AVAILABLE FOR REVIEW.

SHEET NOTES:

1. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER

FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF

PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL FIELD LOCATE, VERIFY, AND FURTHER IDENTIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES (IDENTIFIED ON THE PLANS OR NOT) AFFECTING ANY COMPONENT OF WORK HEREIN PRIOR TO THE START OF ANY CONSTRUCTION. DISCREPANCIES, CONFLICTS, OR POTENTIAL DEVIATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE START OF ANY

CONSTRUCTION.

2. THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO THE START OF ANY CONSTRUCTION. SPECIAL ATTENTION SHALL BE TAKEN WITH THOSE EXISTING UTILITIES, STRUCTURES OR FEATURES (IDENTIFIED ON THE PLANS OR NOT) THAT MAY POTENTIALLY CONFLICT OR CROSS PROPOSED DESIGN COMPONENTS (I.E., AIRFIELD ELECTRICAL, STORM SEWERS, POTABLE WATER LINES, ETC.) AND ANY DISCREPANCIES, CONFLICTS OR POTENTIAL DEVIATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE START OF ANY CONSTRUCTION. ANY

COST ASSOCIATED WITH THE LOCATION OF EXISTING UTILITIES AS OUTLINED ABOVE IS THE

RESPONSIBILITY OF THE CONTRACTOR.

3. ERRORS OR OMISSIONS - DO NOT TAKE ADVANTAGE OF ANY APPARENT ERROR OR OMISSION

DISCOVERED IN THE CONTRACT DOCUMENTS, BUT IMMEDIATELY NOTIFY THE ENGINEER OF SUCH

DISCOVERY. THE ENGINEER WILL THEN MAKE SUCH CORRECTIONS AND INTERPRETATIONS AS

NECESSARY TO REFLECT THE ACTUAL SPIRIT AND INTENT OF THE CONTRACT DOCUMENTS.

FIRE STATION

EXISTING TAXIWAY

OBJECT FREE AREA,

(TYP.)

TOP OF

BANK, (TYP.)

BOTTOM OF

BANK, (TYP.)

BM 7

BM 8

BM 9

BM 10

BM 11

BM 12

BM 14

BM 13

BM 1

BM 2

BM 3

BM 4

BM 5

BM 6

EXISTING

FENCELINE, (TYP.)

EXISTING

MOUNTED LIGHT

POLE

ELECTRIC PULL

BOX, (TYP.)

EXISTING DETENTION POND

POND BOTTOM ELEV: 69.00'

AIRPORT PROPERTY

LINE, (TYP.)

EXISTING RUNWAY

OBJECT FREE AREA,

(TYP.)

EXISTING SIGN, (TYP.)

EXISTING UNLIT

AIRFIELD GUIDANCE

SIGN, (TYP.)

LIMIT OF EXISTING

TOPOGRAPHIC

SURVEY, (TYP.)

EXISTING TAXIWAY

CENTERLINE MARKING,

(TYP.)

EXISTING ELECTRICAL

TRANSFORMER, (TYP.)

TA

XI

W

AY

K

EXISTING RUNWAY HOLDING

POSITION MARKING, (TYP.)

EXISTING TREELINE,

(TYP.)

EXISTING AIRFIELD

ELECTRICAL CONDUIT,

(TYP.)

EXISTING 12" PVC

POTABLE WATER

MAIN, (TYP.)

EXISTING 12"

PVC RECLAIMED

WATER, (TYP.)

EXISTING

UNDERGROUND

GAS LINE, (TYP.)

EXISTING 8" PVC

SEWER GRAVITY

MAIN

EXISTING

UNDERGROUND

ELECTRIC LINE,

(TYP.)EXISTING

WATER

VALVE, (TYP.)

FIBER OPTIC

PULL BOX

EXISTING

AIRFIELD

MARKER, (TYP.)

EXISTING FIRE

HYDRANT, (TYP.)

PARKING LOT

BM 15

EXISTING TWO-WAY

JUNCTION CAN PLAZA, (TYP.)

EXISTING 2"

FIBER CONDUIT,

(TYP.)

EXISTING RUNWAY

EDGE LIGHT, (TYP.)

BLAST WALL

U.S. HIGHWAY 441 EXISTING ROADWAY PAVEMENT

MARKING, (TYP.)

EXISTING

TREE, (TYP.)

VETERANS ROAD

EXISTING SEWER

MANHOLE, (TYP.)

EXISTING 6" PVC

SANITARY

SERVICE LINE

4" PVC UTILITY

SLEEVE, (TYP.)

EXISTING

BOLLARDS, (TYP.)

EXISTING

DUMPSTER

EXISTING

IRRIGATION LINE

EXISTING SEWER

CLEAN OUT

EXISTING CARD

CONTROLLED VEHICULAR

CANTILEVER GATE

EXISTING

BACKFLOW

PREVENTOR

EXISTING

SEWER CAP

AND STAKED

EXISTING

GENERATOR

EXISTING

FUEL TANK

EXISTING

WATER VALVE

COVER

EXISTING

UNDERGROUND

UTILITY BOX

EXISTING GATE

OPERATOR

EXISTING RUNWAY

SAFETY AREA,

(TYP.)

SANITARY MANHOLE

RIM = 71.52'

NE INV: 67.30'

SE INV: 67.16'

SW INV: 67.27'

NW INV: 67.37'

SEWER MANHOLE

RIM = 70.95'

NW INV: 67.03'

E INV: 66.90'

SEWER MANHOLE