ASPHALT SHOULDER REMOVAL PROJECT Related Information...designate the sequence of construction in case of dispute between contractors. ... deviations from the construction documents

ORIG

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COMMONWEALTH OF KENTUCKY

Governor

KENTUCKY TRANSPORTATION CABINET

KENTUCKY DEPARTMENT OF AVIATION

Commissioner

Honorable Matt Bevin

Greg Thomas

Secretary of Transportation

NORTH

Stantec Project No: 178579008

N.T.S.LOCATION MAP

FEDERAL AVIATION ADMINISTRATION

Phillip Braden

Manager FAA, Memphis ADO Project Manager

Todd X Bloch Brad Schwandt

Deputy Commissioner

LAKE BARKLEY STATE PARK AIRPORT

LAKE BARKLEY STATE PARK AIRPORT

MAY 22, 2019

Cynthia Wills

ASPHALT SHOULDER REMOVAL PROJECT

05 / 22 / 2019

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G1.01

AND GENERAL NOTES

SUMMARY OF QUANTITIES

NONE

SUMMARY OF QUANTITIES

DISCLAIMER & COPYRIGHT

COPYRIGHT RESERVED

THE FOLLOWING UTILITIES MAY BE LOCATED WITHIN THE VICINITY OF THIS PROJECT:

UTILITY CONTACTS

COPYRIGHTS AND DISCLAIMERS

GENERAL NOTES:

DESIGNED WITHOUT THE EXPRESS WRITTEN CONSENT OF STANTEC.

CONTAINED WITHIN THE DATA, IN WHOLE OR IN PART, FOR ANY OTHER PURPOSES OTHER THAN THAT FOR WHICH IT WAS ORIGINALLY

THE RECIPIENT OF THIS DATA IS PROHIBITED FROM REDISTRIBUTING AND FROM USING ANY DESIGN OR DRAWING INFORMATION

ARRANGEMENT. ANY ANALYSIS, PROGRAMS, SYSTEMS, SOFTWARE, OR FORMATTING IN THE DATA SHALL BE THE PROPERTY OF STANTEC.

NOTHING HEREIN SHALL REDUCE OR DIMINISH STANTEC'S OWNERSHIP OF OR COPYRIGHT IN THE DATA OR ITS COMPILATION OR

ANY WAY FROM THE CONTENT OR PROVISION OF THE ELECTRONIC DATA.

THE RECIPIENT RELEASES STANTEC, ITS OFFICERS, EMPLOYEES, CONSULTANTS AND AGENTS FROM ANY AND ALL CLAIMS ARISING IN

DATA, THE HARD COPY DATA SHALL PREVAIL.

RECORD OF WORKING PURPOSES. IN THE EVENT OF INCONSISTENCIES BETWEEN THE ELECTRONIC DATA AND THE ORIGINAL HARD COPY

ORIGINAL HARD COPY OF THE DATA, WHICH HAS BEEN SEALED AND SIGNED, SHALL CONSTITUTE THE OFFICIAL DOCUMENTS FOR

ONLY AND THE RECIPIENT ACCEPTS FULL RESPONSIBILITY FOR VERIFYING THE ACCURACY AND COMPLETENESS OF THE DATA. THE

STANTEC ASSUMES NO RESPONSIBILITY FOR DATA SUPPLIED IN ELECTRONIC FORMAT. SUCH DATA IS PROVIDED FOR CONVENIENCE

OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.

THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION OR USE FOR ANY PURPOSE

OMISSIONS SHALL BE REPORTED TO THE ENGINEER WITHOUT DELAY.

THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE DRAWING - ANY ERRORS OR

PREQUALIFIED THROUGH THE KENTUCKY TRANSPORTATION CABINET FOR THE WORK THEY ARE PERFORMING AT THE TIME OF BID OPENING.

DUE TO THE FACT THAT THIS PROJECT IS FUNDED BY KYTC, ALL CONTRACTORS (INCLUDING SUBCONTRACTORS) MUST BE 27.

CONDUCT CONSTRUCTION ACTIVITIES.

IF APPROVED TO WORK DURING THE HOURS OF DARKNESS, CONTRACTORS ARE REQUIRED TO PROVIDE ADEQUATE LIGHTING TO 26.

DEPTH AND LOCATION ARE UNKNOWN.

CONTRACTOR AT THEIR OWN EXPENSE. THE LOCATION OF ANY UTILITIES SHOWN ON THE PLANS IS APPROXIMATELY ONLY; THE EXACT

ADVANCE OF EXCAVATION IN ALL AREAS. ALL DAMAGE DONE TO FUNCTIONING UTILITIES SHALL BE REPAIRED IMMEDIATELY BY THE

EXERCISE EXTREME CAUTION WHEN EXCAVATING IN AREAS OF EXISTING UTILITIES. EXISTING UTILITIES SHALL BE LOCATED AND MARKED IN

CONTRACTOR SHALL CONTACT KENTUCKY 811 AT LEAST TWO BUSINESS DAYS PRIOR TO STARTING WORK. CONTRACTORS SHALL 25.

THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS NOT TO DISTURB EXISTING CONCRETE SURVEY MONUMENTS.24.

BEFORE RESEEDING.

MANNER AS TO MINIMIZE RUTTING AND DAMAGE TO THE TURF. ANY AREA COMPACTED BY TRAFFIC SHALL BE DISKED AND REGRADED

THE CONTRACTOR SHALL RESTRICT THE USE OF VEHICLES TRAVELING ON THE SHOULDERS OF TAXIWAYS AND APRONS IN SUCH A 23.

STREETS AND ROADWAYS TO THE OWNER'S SATISFACTION. THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT.

THEIR ORIGINAL CONDITION PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. CONTRACTOR SHALL MAINTAIN CLEANLINESS OF ALL AFFECTED

ANY NECESSARY ADDITIONAL STABILIZATION OF ALL ACCESS AND HAUL ROUTES. ALL ACCESS AND HAUL ROUTES SHALL BE REPAIRED TO

DAMAGED BY CONSTRUCTION TRAFFIC THROUGHOUT THE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR

THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND REPAIRING ANY EXISTING PAVEMENTS AND/OR HAUL ROUTES 22.

AND WORKMANSHIP. DAMAGE TO AIRFIELD PAVEMENTS SHALL BE INSTALLED TO FAA STANDARDS AT THE CONTRACTOR'S EXPENSE.

ANY DAMAGE TO EXISTING PAVEMENT SURFACES RESULTING FROM NEW CONSTRUCTION SHALL BE REPLACED WITH LIKE MATERIALS 21.

CAUSED BY THE CONTRACTOR. THIS WORK SHALL BE INCIDENTAL TO THE PROJECT.

ROADS AND ALL AIRPORT PAVEMENTS). ANY DAMAGE NOTICED AFTER STARTING THE MOBILIZATION OPERATIONS WILL BE ASSUMED TO BE

IS SUGGESTED THAT THE CONTRACTOR INVENTORY (PHOTO OR VIDEO) THE AIRPORT'S PRE-CONSTRUCTION CONDITION (INCLUDING THE

RESTORE ALL GRADED AND PAVED AREAS WHICH ARE DISTURBED BY CONSTRUCTION ACTIVITY TO THEIR PRE-CONSTRUCTION CONDITION. IT

AND OTHER MATERIAL SHALL BE DISPOSED OF OFF AIRPORT PROPERTY AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL

UPON COMPLETION OF CONSTRUCTION, CONTRACTORS SHALL CLEAN AND RESTORE THE CONSTRUCTION WORK AREA. ALL RUBBISH 20.

LEAST ONE COVERED DISPOSAL SITE FOR TRASH DISPOSAL AT AN APPROVED LOCATION. NO ON-SITE BURNING OF TRASH IS PERMITTED.

BE TOTALLY REMOVED FROM THE WORK AREA BEFORE THE END OF EACH WORK DAY. CONTRACTORS SHALL PROVIDE AND MAINTAIN AT

THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN THE CONSTRUCTION WORK AREA FREE OF TRASH AND DEBRIS. ALL TRASH SHALL 19.

THE ENGINEER.

ALL CONSTRUCTION TRAFFIC MUST ENTER AND EXIT THE PROJECT WORK AREA AS SHOWN ON THE DRAWINGS OR AS APPROVED BY 18.

PERFORMANCE OF THE WORK.

CONSTRUCTION PERSONNEL SHALL BE RESTRICTED FROM ALL AIRPORT BUILDINGS UNLESS SPECIFICALLY REQUIRED FOR 17.

SECURITY OF THE WORK AREA, STAGING AREA, AND MATERIAL STORAGE AREAS WITH THE OWNER.

PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING THE CONSTRUCTION WORK AREA AND COORDINATING THE OVERALL

CONSTRUCTION EQUIPMENT AND MATERIALS SHALL ONLY BE STORED IN AREAS DESIGNATED BY THE ENGINEER OR SHOWN ON THE 16.

THE CONTRACTOR SHALL GIVE ALL NECESSARY NOTICES AND OBTAIN AND PAY FOR ANY REQUIRED PERMITS.15.

ITEM ARE CONSIDERED INCIDENTAL TO THE CONTRACT.

REQUIRED TO COMPLETE THE PROJECT WHICH ARE NOT INDICATED ON THE SUMMARY OF ESTIMATED QUANTITIES WITH A SPECIFIC PAY

ELEMENTS OF THIS PROJECT AS DESCRIBED IN THE CONSTRUCTION PLANS AND SPECIFICATIONS FOR EACH CONTRACT. ANY ITEMS

THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, AND TRANSPORTATION NECESSARY TO CONSTRUCT ALL 14.

THE PROJECT.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ONE SET OF RECORD DRAWINGS TO THE ENGINEER UPON COMPLETION OF 13.

ANY FAILING QUALITY ASSURANCE TESTS CONDUCTED BY THE OWNER SHALL BE AT THE CONTRACTOR’S EXPENSE.

INDIVIDUAL SPECIFICATIONS OF EACH CONTRACT AND SHALL BE APPROVED BY THE ENGINEER BEFORE WORK COMMENCES. RETESTS OF

THE QUALITY CONTROL PROGRAM SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DEVELOP IN ACCORDANCE WITH THE 12.

PROGRAM. THE AUTHORIZED SUPERINTENDENT SHALL BE ON THE JOB AT ALL TIMES WHEN ANY WORK IS IN PROGRESS BY ANY TRADE.

AUTHORITY TO IMPLEMENT ANY ACTIONS REQUIRED TO ENSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND QUALITY CONTROL

CONTRACTOR'S PROJECT SUPERINTENDENT SHALL HAVE CONTROL OVER THE CONTRACTOR'S WORK FORCE AND THE KNOWLEDGE AND 11.

DESIGNATE THE SEQUENCE OF CONSTRUCTION IN CASE OF DISPUTE BETWEEN CONTRACTORS.

THE ENGINEER AND OTHER CONTRACTORS TO FACILITATE PROGRESS OF ALL PROJECTS. THE ENGINEER WILL ALLOCATE THE WORK AND

OTHER PROJECTS MAY BE UNDER CONSTRUCTION CONCURRENTLY WITH THIS PROJECT. THE CONTRACTOR SHALL COOPERATE WITH 10.

THE CONTRACTOR SHALL PROVIDE THE OWNER AND ITS REPRESENTATIVES ACCESS TO THE CONSTRUCTION WORK AREA AT ALL TIMES.9.

ENGINEER AND THE OWNER NOT LESS THAN TWO (2) DAYS PRIOR TO ENTERING THE CONSTRUCTION SITE FOR ANY PURPOSE.

APPROVED BY THE ENGINEER BEFORE WORK COMMENCES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE

CONTRACTOR'S CONSTRUCTION SCHEDULE SHALL BE SUBMITTED AT OR BEFORE THE PRECONSTRUCTION MEETING. THE SCHEDULE MUST BE

THE CONTRACTOR MUST SCHEDULE OPERATIONS IN ORDER TO COMPLETE CONSTRUCTION IN THE OVERALL TIME SPECIFIED. THE 8.

PROCEDURES WITH ALL INTERESTED PARTIES. CONTRACTORS SHALL ALSO ATTEND ALL JOB MEETINGS CALLED BY THE ENGINEER.

THE CONTRACTOR SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO BEGINNING WORK TO COORDINATE WORK 7.

RULES, REGULATIONS, AND REFERENCED SPECIFICATIONS ENUMERATED HEREIN ARE CONSIDERED MINIMUM REQUIREMENTS.

DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS SHALL BE MADE WITHOUT THE PRIOR APPROVAL OF THE ENGINEER AND OWNER. THE

ENGINEER IS NOT NOTIFIED, THE CONTRACTOR SHALL TAKE RESPONSIBILITY FOR THE COST OF ANY REVISIONS. NO FIELD CHANGES OR

CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO NOTIFY THE ENGINEER BEFORE PROCEEDING WITH THE WORK. IF THE

IN THE EVENT OF ANY DISCREPANCIES AND/OR ERRORS FOUND IN THE DRAWINGS, OR IF PROBLEMS ARE ENCOUNTERED DURING 6.

THE AIRPORT SAFETY PLAN MUST BE STRICTLY FOLLOWED.5.

DEPARTMENT OF LABOR.

ISSUED BY AGC OF AMERICA, INC., AND THE "SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION" ISSUED BY THE UNITED STATES

THE CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF THE "MANUAL OF ACCIDENT PREVENTION IN CONSTRUCTION" 4.

A HAZARD TO TRAFFIC.

ROADWAYS FOR HAULING. THE CONTRACTOR SHALL DISCONTINUE OPERATIONS THAT VIOLATE EXISTING LAWS AND REGULATIONS OR CREATE

CONTRACTORS SHALL COMPLY WITH ALL CITY, COUNTY, AND STATE TRAFFIC REGULATIONS CONCERNING THE USE OF STREETS AND 3.

CONTROL, EROSION CONTROL, WATERSHED PROTECTION AND EMISSIONS DURING CONSTRUCTION.

THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS AND CODES IN REGARD TO SAFETY, NOISE 2.

THESE DRAWINGS COVER THE REQUIREMENTS FOR THE FOLLOWING PROJECT: ASPHALT SHOULDER REMOVAL PROJECT1.

B.U.D. - (800) 752-6007

PENNYRILE RURAL ELECTRIC CO-OP - (270) 522-6678

(ADDITIONAL MATERIAL NEEDED TO REPLACE THE REMOVED ASPHALT)

OFFSITE MATERIAL NEEDED = 1295 CY (5% CONTINGENCY)-

(MATERIAL FROM CUTTING BACK SLOPES TO THE DESIRED CROSS SECTION)

ONSITE MATERIAL AVAILABLE = 305 CY -

(BASED ON AVERAGE 6" DEPTH)

ASPHALT REMOVAL = ±2176 CY-

EARTHWORK SUMMARY:C

ESTIMATED DEPTH OF ASPHALT PAVEMENT IN THE SHOULDER IS BETWEEN 5 TO 7 INCHES.B

SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AT THE END OF CONSTRUCTION.A

NOTES:

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SAFETY NOTES

RADIO COMMUNICATIONS9.

STOCKPILED MATERIALS, SITE PARKING, ACCESS, AND HAUL ROADS8.

WILDLIFE MANAGEMENT15.

VEHICLE IDENTIFICATION10.

TRENCHES AND EXCAVATION REQUIREMENTS11.

WATER LINES, FIRE HYDRANTS, AND EMERGENCY ACCESS ROUTES12.

EMERGENCY NOTIFICATION PROCEDURES13.

TEMPORARY VISUAL AIDS14.

FOREIGN OBJECT DEBRIS (FOD)16.

HAZARDOUS MATERIALS (HAZMAT) MANAGEMENT17.

PROTECTION OF RUNWAY AND TAXIWAY SAFETY AREAS, OFZs, OFAs, AND THRESHOLD SITING CRITERIA1.

AREAS AND OPERATIONS AFFECTED BY CONSTRUCTION ACTIVITY2.

NAVAIDS3.

SEPARATION OF CONSTRUCTION TRAFFIC FROM AIRPORT MOVEMENT AREAS4.

PROCEDURES AND EQUIPMENT TO DELINEATE CLOSED CONSTRUCTION AREAS5.

LIMITATIONS ON CONSTRUCTION6.

DEFINITIONS

COMPLIANCE WITH AIRPORT SAFETY AND SECURITY MEASURES7.

G1.02

NONE

SAFETY NOTES

AND MATERIALS; OR STAND BY TO FACILITATE AIRCRAFT MOVEMENTS.

h) THE OWNER MAY ORDER THE CONTRACTOR TO SUSPEND OPERATIONS; MOVE PERSONNEL, EQUIPMENT,

GUIDELINES ON SAFETY AND SECURITY.

ACTIVITIES TO CONFORM TO ALL ROUTINE AND EMERGENCY AIR TRAFFIC REQUIREMENTS AND TO THE

AND OPERATIONS THAT ARE INHERENT TO THIS AIRPORT AND SHALL CONDUCT ITS CONSTRUCTION

g) THE CONTRACTOR SHALL ACQUAINT ITS SUPERVISORS AND EMPLOYEES WITH THE AIRPORT ACTIVITIES

CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS, AND SUPPLIERS AT ALL TIMES.

f) CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING UNAUTHORIZED AIRFIELD ENTRY BY THE

SUBCONTRACTORS AT ALL TIMES.

e) THE CONTRACTOR SHALL CONTROL THE ON-AIRPORT MOVEMENT AND ACTIVITIES OF ITS EMPLOYEES AND

THE TSA AND OWNER AND ARE SUBJECT TO CHANGE.

SPECIFICATIONS. THE SAFETY, AIRPORT ID AND SECURITY PROGRAMS ARE UNDER CONSTANT REVIEW BY

d) ALL CONTRACTOR PERSONNEL SHALL COMPLY WITH THE AIRPORT'S SAFETY PLAN OF THE PROJECT

BRIEFING ALL CONTRACTOR PERSONNEL ON THESE REQUIREMENTS.

REQUIREMENTS OF THE CONTRACT. THE CONTRACTOR'S SECURITY OFFICER SHALL BE RESPONSIBLE FOR

THE CONTRACTOR'S SECURITY OFFICER SHALL REPRESENT THE CONTRACTOR ON THE SECURITY

c) THE CONTRACTOR SHALL DESIGNATE IN WRITING TO THE OWNER THE NAME OF ITS "SECURITY OFFICER".

ON THE AIRPORT PROPERTY WITHOUT THE PRIOR WRITTEN APPROVAL OF THE OWNER.

CONSTRUCTION", AND THESE PLANS AND SPECIFICATIONS. CONSTRUCTION ACTIVITIES ARE NOT PERMITTED

AVIATION ADMINISTRATION (FAA) AC 150/5370-2, "OPERATIONAL SAFETY ON AIRPORTS DURING

b) ALL CONSTRUCTION FOR THIS PROJECT SHALL CONFORM TO THE GUIDELINES SET FORTH IN FEDERAL

DOCUMENTS FOR MORE AIRPORT SAFETY AND SECURITY PROVISIONS.

a) REFERENCE THE GENERAL PROVISIONS AND CONTRACTOR SAFETY REQUIREMENTS IN THE CONTRACT

THE CONTRACTOR'S EXPENSE.

CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR RECONSTRUCTED TO THE OWNER'S SATISFACTION AT

THAT ARE TO REMAIN IN PLACE. ALL SUCH IMPROVEMENTS OR STRUCTURES DAMAGED BY THE

e) THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES TO PROTECT EXISTING IMPROVEMENTS

WORK AREAS.

CONTRACTOR'S PERSONNEL, EQUIPMENT, AND MATERIALS SHALL BE CONFINED TO THE OWNER'S APPROVED

SPECIAL ACCESS REQUIREMENTS AND OPERATING LIMITATIONS ARE REQUIRED INSIDE THE AOA FENCE. ALL

d) ACCESS TO THE CONSTRUCTION WORK AREA SHALL BE DISCUSSED AND APPROVED BY THE OWNER.

FEET ON CENTER ALONG PAVED AREAS AS APPROVED BY THE OWNER.

EITHER ORANGE-PAINTED STAKES OR SURVEY FLAGS AT LEAST EVERY 200' AND WITH BARRICADES AT 20

c) PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL DELINEATE WORK LIMITS USING

ON THE SAFETY PLAN UNLESS OTHERWISE APPROVED BY THE OWNER.

b) THE CONTRACTOR SHALL HAVE ACCESS TO THE AIRPORT ONLY AT THOSE ACCESS POINTS DESIGNATED

SAFETY PRECAUTIONS ARE PRESENT AND HAVE BEEN APPROVED BY THE OWNER.

a) OPEN-FLAME WELDING OR TORCH-CUTTING OPERATIONS ARE PROHIBITED UNLESS ADEQUATE FIRE AND

CONTRACTOR SHALL COORDINATE THE PLACEMENT OF ALL AIRCRAFT BARRICADES WITH THE OWNER.

LOCATIONS ARE TYPICAL AND MAY BE ALTERED TO FIT ANY PARTICULAR SEQUENCE OF CONSTRUCTION. THE

c) TYPES OF BARRICADES AND THE LOCATIONS SHOWN FOR PLACEMENT ARE SUBJECT TO CHANGE.

FOR 24-HOUR MAINTENANCE OF LIGHTS AND BARRICADES.

FOR THE DURATION OF THE PROJECT. THE CONTRACTOR SHALL FURNISH THE OWNER A CONTACT NUMBER

PAVEMENT. THE CONTRACTOR SHALL MAINTAIN THE LIGHTS AND BARRICADES IN AN OPERABLE CONDITION

BARRICADES SHALL BE SPACED NO MORE THAN 20 FEET ON CENTER OR AS NOTED ALONG THE AFFECTED

PAVEMENT CLOSURES OR AIRCRAFT LIMITATIONS ARE REQUIRED. TAXIWAY EDGES WHEREVER TEMPORARY

BARRICADES ALONG b) THE CONTRACTOR SHALL PROVIDE, INSTALL, AND MAINTAIN FLASHING LIGHTS AND

CLOSED AND MARKED IN ACCORDANCE WITH THE PLANS AND THESE SPECIFICATIONS.

a) WORK ON AIRFIELD PAVEMENTS WILL BE ACCOMPLISHED ONLY AFTER THESE FACILITIES HAVE BEEN

MARKED WITH COMPANY NAME OR LOGO.

PERMITTED WITHIN THE OPERATIONAL AREA OF THE AIRPORT. CONTRACTOR VEHICLES ARE TO BE PROPERLY

SAFETY PLAN. VEHICLES NOT COVERED BY THE CONTRACTOR'S UMBRELLA LIABILITY WILL NOT BE

c) ALL VEHICLES OF THE CONTRACTOR'S FORCES SHALL BE PARKED IN AREAS DESIGNATED ON THE

ESCORTS FOR ALL CONSTRUCTION TRAFFIC ENTERING AND/OR LEAVING WORK AREAS.

b) IF NECESSARY IN AIRFIELD AREAS, THE CONTRACTOR SHALL PROVIDE APPROVED FLAGMEN AND/OR

BY THE OWNER.

FLAGMAN IS PRESENT. VEHICLE MOVEMENT IN ACTIVE AIRFIELD AREAS IS PROHIBITED UNLESS AUTHORIZED

AIRFIELD AREAS UNLESS BEING ESCORTED BY THE OWNER-APPROVED ESCORT OR AN AUTHORIZED

AIRCRAFT ON ANY ACTIVE AIRFIELD PAVEMENT. THE CONTRACTOR SHALL REMAIN CLEAR OF ALL ACTIVE

PERSONNEL. THE CONTRACTOR SHALL EMPLOY STRICT MEASURES TO PREVENT ANY CONFLICT WITH

a) AIRCRAFT OPERATIONS SHALL AT ALL TIMES HAVE PRIORITY OVER ALL VEHICLES, EQUIPMENT AND

WITHOUT PRIOR APPROVAL OF THE OWNER.

CONTRACTOR SHALL NOT IMPACT ANY NAVAID OPERATIONS DURING CONSTRUCTION OF THIS PROJECT

ESCORTS TO CONTROL ALL CONSTRUCTION TRAFFIC.

WHILE OPERATING INSIDE THE AOA, THE CONTRACTOR SHALL PROVIDE APPROVED FLAGMEN AND/OR

ACTIVITIES.

BY THE OWNER. FORM MUST BE SUBMITTED A MINIMUM OF 60 DAYS PRIOR TO BEGINNING CONSTRUCTION

CONTRACTOR MUST SUBMIT A 7460-1 FAA FORM, "NOTICE OF PROPOSED CONSTRUCTION", TO BE FILED

IF EQUIPMENT WITH A HEIGHT OF GREATER THAN 25 FEET IS REQUIRED DURING CONSTRUCTION, THE

RUNWAY AT SLOPES NO LESS THAN 1.5% AND NO MORE THAN 5%.

THE GROUND SURFACE UNLESS MOUNTED ON A FRANGIBLE BASE AND SHALL BE GRADED AWAY FROM THE

EXCURSION FROM THE RUNWAY. THE RUNWAY SAFETY AREA SHALL BE FREE OF OBJECTS PROTRUDING ABOVE

REDUCING THE RISK OF DAMAGE TO AIRPLANES IN THE EVENT OF AN UNDERSHOOT, OVERSHOOT, OR

RUNWAY SAFETY AREA (RSA) - A DEFINED SURFACE SURROUNDING THE RUNWAY PREPARED OR SUITABLE FOR

FRANGIBLE BASE.

ABOVE THE ELEVATION OF THE GROUND SURFACE AT THE EDGE OF THE SAFETY AREA UNLESS MOUNTED ON A

NAVIGATION OR AIRCRAFT GROUND MANEUVERING PURPOSES. THE OFA SHALL BE FREE OF OBJECTS PROTRUDING

BY HAVING THE AREA FREE OF OBJECTS, EXCEPT OBJECTS THAT NEED TO BE LOCATED IN THE OFA FOR AIR

WIDE), OR TAXI LANE CENTERLINE (115' WIDE) PROVIDED TO ENHANCE THE SAFETY OF AIRCRAFT OPERATIONS

OBJECT FREE AREA (OFA) - AN AREA ON THE GROUND CENTERED ON A RUNWAY (500' WIDE), TAXIWAY (131'

WITHIN WHICH CONSTRUCTION ACTIVITIES WILL REQUIRE CLOSURE OF THE FACILITY.

AIR OPERATIONS AREA (AOA) - THE AREA SURROUNDING EXISTING FACILITIES USED FOR MANEUVERING AIRCRAFT

AIRFIELD - ALL RUNWAY AND TAXIWAY PAVEMENTS AS WELL AS RUNWAY AND TAXIWAY SAFETY AREAS

CONSIDERED INCIDENTAL TO THE APPROPRIATE BID ITEMS.

BE MADE EXCEPT WHERE SPECIFICALLY STATED HEREIN AND ON THE PLANS. OTHERWISE, PAYMENT SHALL BE

THE CONTRACTOR SHALL COMPLY WITH THE FOLLOWING PROVISIONS. NO DIRECT PAYMENT FOR THIS WORK WILL

AC 150/5370-2, "OPERATIONAL SAFETY DURING CONSTRUCTION".

THE BASIS FOR ALL AIRPORT SAFETY REQUIREMENTS SHALL BE THE LATEST EDITION OF FAA ADVISORY CIRCULAR

SHALL PROVIDE THE AIRPORT WITH A 72-HOUR NOTICE TO ALLOW THE AIRPORT TIME TO ISSUE THE NOTAM.

NOTAM. ALL CONSTRUCTION ACTIVITIES MUST BE CLOSELY COORDINATED WITH THE OWNER FOR NOTAM ISSUANCE. THE CONTRACTOR

CONDITIONS TO AIRMEN AND USERS OF THE AIRPORT. A 48-HOUR NOTICE IS REQUIRED FROM THE AIRPORT FOR ISSUANCE OF ANY

THE OWNER THROUGH THE FLIGHT SERVICE STATION. THESE NOTICES PROVIDE INFORMATION ON CLOSED, LIMITED, OR HAZARDOUS

IN ORDER FOR THE CONTRACTOR TO OPERATE WITHIN AIRFIELD AREA, APPROPRIATE NOTICES TO AIRMEN (NOTAM) MUST BE ISSUED BY

THIS PROJECT.

STATE, AND LOCAL STATUTES, ORDINANCES, REGULATIONS, RULES, POLICIES, CODES, AND GUIDELINES IN EFFECT DURING THE TERM OF

TOXIC, RADIOACTIVE, DANGEROUS, OR SIMILAR TERM. ENVIRONMENTAL LAWS SHALL BE DEFINED TO MEAN ALL APPLICABLE FEDERAL,

ENCOMPASS ANY AND ALL SUBSTANCES, MATERIALS, WASTES, POLLUTANTS, OR OILS REFERRED TO IN ANY ENVIRONMENTAL LAW AS

AND LOCAL LAWS. FOR THE PURPOSE OF THIS CONTRACT, “HAZARDOUS MATERIALS”SHALL BE DEFINED IN THE BROADEST SENSE TO

THE CONTRACTOR SHALL USE, MANAGE, AND HANDLE ALL "HAZARDOUS MATERIALS" IN STRICT ACCORDANCE WITH ALL FEDERAL, STATE,

ALL COSTS FOR CONTROLLING DUST OR POLLUTANTS OF ANY KIND SHALL BE INCIDENTAL TO THE CONTRACT.

ACTIVITIES BECOMES A HAZARD TO AIRFIELD OPERATIONS AND/OR AIRCRAFT NAVIGATION, CONSTRUCTION ACTIVITIES WILL BE SHUT DOWN.

WATER AS APPROVED BY THE OWNER AND AS NECESSARY TO CONTROL DUST. IN THE EVENT THAT DUST CREATED BY CONSTRUCTION

b) THE CONTRACTOR SHALL BE REQUIRED TO MINIMIZE DUST CREATED BY CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL APPLY

CONSTRUCTION HAUL ROUTES DURING THE CONTRACTOR'S WORKDAY.

TAXIWAYS, RUNWAYS, AND APRONS PRIOR TO LEAVING THE SITE. CONTRACTOR SHALL CONTINUOUSLY SWEEP AND CLEAN THE

THE OWNER, THE CONTRACTOR SHALL CLEAN AND REMOVE, TO THE SATISFACTION OF THE OWNER, ALL FOREIGN DEBRIS FROM ALL

WITHIN THESE AREAS SHALL BE REMOVED CONTINUOUSLY DURING WORKING HOURS. AT THE END OF EACH DAY, OR AS DIRECTED BY

PROPELLERS, ROTORS OR JET ENGINES SHALL NOT BE ALLOWED ON ANY ACTIVE AIRCRAFT OPERATION AREA. CONSTRUCTION DEBRIS

a) CONTRACTOR-GENERATED DEBRIS, WASTE, AND LOOSE MATERIAL CAPABLE OF CAUSING DAMAGE TO AIRCRAFT LANDING GEAR,

b) GATES SHALL BE SECURED IN SUCH A MANNER THAT NO WILDLIFE WILL BE ABLE TO ACCESS THE FENCED AREA.

CONSTRUCTION LIMITS TO PREVENT THE ATTRACTION OF WILDLIFE.

a) THE CONTRACTOR SHALL PERFORM CONSTRUCTION OPERATIONS AS NECESSARY TO MINIMIZE PONDING OF WATER WITHIN THE

NO TEMPORARY VISUAL AIDS ARE REQUIRED FOR THIS PROJECT.

IN CASE OF EMERGENCY, THE CONTRACTOR SHALL CALL 911.

OF THIS CONTRACT.

c) ANY MOVEMENT BY EMERGENCY EQUIPMENT WILL HAVE THE RIGHT-OF-WAY AT ALL TIMES DURING CONSTRUCTION OF ALL PHASES

BACKFLOW PREVENTION DEVICES AS REQUIRED.

b) CONTRACTOR SHALL COMPLY WITH ALL UTILITY COMPANY REQUIREMENTS INCLUDING THE INSTALLATION OF WATER METERS AND

ACCESS ROUTE, WATER LINE, FIRE HYDRANT, OR ANY OTHER UTILITIES ON THE AIRPORT OR ADJOINING PROPERTIES.

a) CONTRACTOR MUST NOTIFY OWNER AT LEAST 48 HOURS PRIOR TO SHUTTING OFF OR OTHERWISE DISRUPTING ANY EMERGENCY

FLAGS, AS APPROVED BY THE OWNER, AND LIGHT THEM WITH RED LIGHTS DURING HOURS OF RESTRICTED VISIBILITY OR DARKNESS.

THE CONTRACTOR MUST PROMINENTLY MARK OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION SITE WITH RED OR ORANGE

VEHICLES SHALL BE EQUIPPED WITH ROTATING OR FLASHING AMBER LIGHTS.

EACH CHECKERBOARD COLOR SHALL BE 1 FOOT SQUARE. WHEN OPERATING DURING PERIODS OF DARKNESS OR LIMITED VISIBILITY,

DEFINED HEREIN SHALL DISPLAY IN FULL VIEW ABOVE THE VEHICLE A 3'x3' OR LARGER ORANGE AND WHITE CHECKERBOARD FLAG.

ALL CONSTRUCTION EQUIPMENT AUTHORIZED TO OPERATE WITHIN THE DESIGNATED LIMITS OF CONSTRUCTION OR HAUL ROUTES AS

ACROSS AN ACTIVE AOA SHOULD ALSO CONFIRM VISUALLY THAT NO AIRCRAFT IS APPROACHING THE VEHICLE'S POSITION.

SHALL MAINTAIN TWO-WAY RADIO COMMUNICATION WITH CONSTRUCTION PERSONNEL EVEN DURING RUNWAY CLOSURES. ANYONE DRIVING

WHILE IN THE AOA, THE CONTRACTOR SHALL HAVE RADIOS CAPABLE OF MONITORING THE AIRPORT'S UNICOM FREQUENCY, 123.0, AND

AND WIND CONDITIONS.

e) STOCKPILED MATERIAL SHALL BE CONSTRAINED IN SUCH A MANNER AS TO PREVENT MOVEMENT RESULTING FROM AIRCRAFT BLAST

SURFACES.

d) SPEED OF VEHICLES ON THE AIRFIELD WILL BE LIMITED TO 20 MILES PER HOUR WITHIN AN ACTIVE AIR OPERATIONS AREA ON PAVED

OWNER.

c) CONTRACTOR SHALL ONLY USE ONE DESIGNATED AIRFIELD ACCESS POINT AT ANY TIME UNLESS OTHERWISE PERMITTED BY THE

COMPLETION OF THE PROJECT UNLESS OTHERWISE NOTED.

OPERATIONS. ON-SITE HAUL ROUTES SHALL BE MAINTAINED BY THE CONTRACTOR AND RESTORED TO THEIR ORIGINAL CONDITION UPON

AND LOCAL LAWS REGARDING OFF-SITE HAUL ROUTES AND SHALL ASSUME FULL RESPONSIBILITY FOR DAMAGED CAUSE BY THEIR

b) THE LOCATION OF HAUL ROUTES SHALL BE AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE,

APPROVED BY THE OWNER AND IN A MANNER THAT PREVENTS FOREIGN OBJECT DAMAGE OR WILDLIFE ATTRACTION.

DURING PERIODS OF RESTRICTED VISIBILITY OR DARKNESS. CONTRACTOR SHALL ONLY STORE EQUIPMENT AND MATERIALS AT LOCATIONS

TAXIWAY. CONTRACTOR SHALL PREDOMINATELY LIGHT AND MARK STOCKPILED MATERIALS AND EQUIPMENT ADJACENT TO THESE AREAS

a) STOCKPILED MATERIALS AND EQUIPMENT ARE NOT PERMITTED WITHIN THE SAFETY AREA AND OFA OF AN OPERATIONAL RUNWAY OR

NOTAM ISSUANCE 18.

FROM THE JOB SITE AND SUBJECT TO ARREST FOR ALL PUNISHABLE STATE AND FEDERAL OFFENSES.

ANYONE FOUND IN VIOLATION OF THE AIRPORT RULES, REGULATIONS, AND SAFETY PLAN MAY BE PROMPTLY AND PERMANENTLY REMOVED

REPRESENTATIVE AND SHALL BE AVAILABLE IN CASE OF EMERGENCIES ON A 24-HOUR BASIS.

THIS PROJECT IS IN PROGRESS. THE CONTRACTOR'S PROJECT SUPERINTENDENT SHALL BE THE DESIGNATED RESPONSIBLE CONTRACTOR

THE CONTRACTOR'S PROJECT SUPERINTENDENT SHALL BE ON THE CONSTRUCTION SITE AT ALL TIMES DURING WORKING HOURS WHILE

SHALL BE IMMEDIATELY REPAIRED AT THE CONTRACTOR'S EXPENSE.

EXISTING UTILITIES, CABLES, EQUIPMENT, DEVICES, ETC. TO REMAIN IN SERVICE WHICH ARE DAMAGED BY THE CONTRACTOR'S OPERATIONS

CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UNDERGROUND FACILITIES WITHIN THE LIMITS OF CONSTRUCTION. ALL

IT IS NOT GUARANTEED THAT ALL EXISTING, UNDERGROUND FACILITIES ARE SHOWN OR THAT THEIR LOCATIONS ARE ACCURATE. IT IS THE

THE EXISTING UTILITIES, CABLES, DUCTS, MANHOLES, ETC. SHOWN ON THE PLANS HAVE BEEN LOCATED USING AVAILABLE INFORMATION.

ITEMS INCLUDE, BUT ARE NOT LIMITED TO, FOD, BARRICADES, AND SAFETY EQUIPMENT.

b) THE CONTRACTOR MUST PERFORM SAFETY INSPECTIONS DAILY THROUGHOUT THE DURATION OF THIS PROJECT. SAFETY INSPECTION

WHETHER CAUSED BY NEGLIGENCE, OVERSIGHT, OR PROJECT SCOPE CHANGE.

a) THE CONTRACTOR MUST PERFORM ONSITE SECURITY INSPECTIONS THROUGHOUT THE PROJECT AND REMEDY ANY DEFICIENCIES

INSPECTION REQUIREMENTS19.

LOCATION AND PROTECTION OF EXISTING UNDERGROUND UTILITIES IN EXCAVATION AREAS20.

PROCEDURES FOR CONTACTING RESPONSIBLE REPRESENTATIVES FOR ALL INVOLVED PARTIES21.

NON-COMPLIANCE WITH AIRPORT RULES, REGULATIONS, AND SAFETY PLAN22.

Project No.:

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LEGEND

RUNWAY SAFETY AREA

RUNWAY OBJECT FREE AREA

HAUL ROUTE

NORTH

GRAPHIC SCALE

(IN FEET)

200 0 100 200 400

G2.00

SEE GRAPHIC SCALE

CALL BEFORE YOU DIG.

KNOW WHAT'S BELOW.

PLAN

SAFETY AND PHASING

SCOPE OF WORK

X X

SEE DETAIL SHEET G2.01 INSTALL CLOSED RW MARKERSEE DETAIL SHEET G2.01

INSTALL CLOSED RW MARKER

PROFILE BARRICADESINSTALL 4 LOW

UNLESS APPROVED BY THE ENGINEER.

SHALL FOLLOW THE ROUTE AND WILL NOT BE ALLOWED TO USE ANY OTHER ROUTES

OFF THE RUNWAY PAVEMENT AND APRON AS FAR AS PRACTICAL. ALL HEAVY EQUIPMENT

NOTE: CONTRACTOR SHALL FOLLOW HAUL ROUTES SHOWN AND KEEP HIS EQUIPMENT

(INCIDENTAL TO ITEM M-105)THE TAXIWAY.

TO KEEP HEAVY EQUIPMENT OFFACROSS THE GRASS IN ORDER

TEMPORARY HAUL ROUTECONTRACTOR TO INSTALL

HAUL ROUTE

TERMINAL BUILDING

150'

WINDCONE

500'

CS

CP

APRON

TAXIWAY

CS

CP

CONTRACTOR STORAGE AREA

CONTRACTOR PARKING

REMOVE RUNWAY CLOSURE MARKERS AND LOW PROFILE BARRICADES AND OPEN THE RUNWAY.5.

AND PARKING AREAS.

TOPSOIL, SEED, AND MULCH ALL DISTURBED AREAS INCLUDING THE HAUL ROUTE, STORAGE, 4.

AND PER THE DETAILS AND SPECIFICATIONS.

DEMOLISH THE EXISTING ASPHALT SHOULDER TO THE LIMITS SHOWN ON THE PLANS3.

INSTALL THE TEMPORARY HAUL ROUTE2.

AND CLOSE THE RUNWAY.

ISSUE NOTAM, INSTALL RUNWAY CLOSURE MARKERS AND LOW PROFILE BARRICADES, 1.

SPECIAL PROVISIONS.

BEYOND THE CONTRACT TIME AS LISTED IN THE

LIQUIDATED DAMAGES ARE $1500 PER CALANDER DAY

BE SUBJECT TO LIQUIDATED DAMAGES

THAN TWENTY-ONE (21) CALENDAR DAYS AND SHALL

THE RUNWAY SHALL NOT BE CLOSED FOR MORE

TOTAL CONTRACT TIME = 21 CALENDAR DAYS

CALENDAR DAYS

THE FOLLOWING UTILITIES MAY BE LOCATED WITHIN THE VICINITY OF THIS PROJECT:

B.U.D. - (800) 752-6007

PENNYRILE RURAL ELECTRIC CO-OP - (270) 522-6678

UTILITY CONTACTS

G2.01

NONE

8'-0" MINIMUM LENGTH

AVIATION WHITE

AVIATION ORANGE

36"

36"

THE PROJECT.

THE COST FOR FLAGS AND BEACONS WILL BE INCIDENTAL TO 2.

VISIBLE FROM ALL DIRECTIONS.

TO THE TOPMOST PORTION OF THE VEHICLE SO THAT IT IS

BE REQUIRED TO HAVE A YELLOW FLASHING BEACON MOUNTED

TO AN HOUR AFTER DAWN, CONTRACTOR VEHICLES WILL ALSO

FOR CONSTRUCTION OPERATIONS FROM AN HOUR BEFORE DUSK 1.

VEHICLE FLAG NOTES:

20" x 20" FLAG

WHITE STRIPES @ 45° SLANT

REFLECTIVE ORANGE OR

G2.01

1

SCALE: NONE

VEHICLE FLAG

G2.01

3

SCALE: NONE

48'

120'

6'

X 129.2

5'

RUNWAY CENTERLINE

RUNWAY CLOSURE MARKER

G2.01

2

SCALE: NONE

LOW PROFILE BARRICADE

RED CAUTION LIGHT

POWERED FLASHING

SOLAR OR BATTERY

DETAILS

SAFETY AND PHASING

SHORT PERIODS OF TIME).

IDENTIFICATION NUMBERS (OR IN THE GRASS ON THE EXTENDED CENTERLINE FOR

THE RUNWAY CLOSURE MARKERS SHALL BE INSTALLED ON THE RUNWAY

AREA GRADGING DOESN'T MEET THE FAA GUIDANCE.

BEING PREFORMED WITHIN 200' OF THE RUNWAY CENTERLINE OR IF THE SAFETY

THE RUNWAY WILL REMAIN CLOSED TO FIXED WINGED AIRCRAFT WHILE WORK IS

CLOSURES CAN OCCUR.

BE GIVEN TO THE ENGINEER AND AIRPORT MANAGER BEFORE ANY RUNWAY

PERIOD STATING THE RUNWAY IS CLOSED. AT LEAST ONE WEEK'S NOTICE SHALL

THE AIRPORT MANAGER WILL ISSUE A NOTAM DURING THE RUNWAY CLOSURE

RUNWAY CLOSURE NOTES:

PROPERTY OF THE CONTRACTOR.

UPON COMPLETION OF THE PROJECT, RUNWAY CLOSURE MARKERS SHALL REMAIN 6.

THE AIRFIELD OPERATIONS AREA.

THE PROPER SAFETY DEVICES ARE INSTALLED BEFORE PERFORMING ANY WORK WITHIN

THE CONTRACTOR WILL VERIFY THAT ALL REQUIRED NOTAMS HAVE BEEN FILED AND 5.

THE RUNWAY IS NOT TO BE SHUT DOWN FOR MORE THAN TWENTY-ONE (21) CALENDAR DAYS.4.

SAFETY DEVICES AT NO ADDITONAL COST TO THE OWNER.

OTHERWISE DISTURBED. THE CONTRACTOR WILL IMMEDIATELY REPLACE ALL DAMAGED

MONITOR THE SAFETY DEVICES TO INSURE ESE ARE NOT DISPLACED, TORN, OR

DURING TIMES OF WINDY CONDITIONS THE CONTRACTOR MAY HAVE TO CONSTANTLY 3.

OWNER'S STORAGE AREAS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT.

THE INSTALLATION, RELOCATION, MAINTENANCE, REMOVAL, AND PLACING IN THE

OBSCURE ANY OF THE SAFETY DEVICE. ALL LABOR AND MATERIALS REQUIRED FOR

MUST MATCH THE COLOR OR THE RUNWAY CLOSURE MARKERS SO AS NOT TO

AND THE MAINTENANCE OF ALL TEMPORARY MARKERS. THE WEIGHTED DEVICES

MARKERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE WEIGHTING MATERIAL

THE CONTRACTOR SHALL PROVIDE, PLACE, AND MAINTAIN THE RUNWAY CLOSURE 2.

LOCKOUT/TAGOUT PROCEDURES.

DURING ANY RUNWAY CLOSURE. CONTRACTOR SHALL BE RESPONSIBLE FOR

RUNWAY LIGHTING CIRCUITS, BEACONS, AND NAVAIDS SHALL BE DISCONNECTED 1.

CONTRACTOR.

BARRICADES SHALL REMIAN PROPERTY OF THE

UPON COMPLETION OF THE PROJECT, ALL 8.

PROJECT.

AND MAINTAINING BARRICADES AS PART OF THIS

CONTRACTOR WILL BE RESPONSIBLE FOR PLACING 7.

STORAGE

ASSEMBLE/DISASSEMBLE AND NEST FOR COMPACT

SHALL BE WATER FILLED AND MODULAR TO 6.

FLASHERS WITH RED LENSES

SHALL ALSO BE EQUIPPED WITH SOLAR POWERED 5.

AND WHITE 20"X20" FLAGS

SHALL BE EQUIPPED WITH ALTERNATING ORANGE 4.

LINE WITH ALTERNATING ORANGE AND WHITE UNITS

BARRICADES SHALL BE LINKED IN A CONTINUOUS

WHERE TRYING TO KEEP OUT FOOT TRAFFIC, 3.

WIDTH OF PAVEMENT OR AS SHOWN ON PLANS

INSTALL AT 20' C/C MAX. SPACING ALONG FULL 2.

- LONGTERM CLOSURE OF AIRCRAFT ROUTES

HAZARDS WITHIN THE AOA

- MARKING/LIGHTING OF TEMPORARY

INTENDED FOR THE FOLLOWING:1.

LOW PROFILE BARRICADE NOTES:

Project No.:

Scale:

Revision:

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580

560

540

530

560

540

520

500

490

510

550

500

470

480

510

480

460

520 470

500

520

510

530

550

580

600

560

560 530

550

560

540

540

TB

M #3

TB

M #2

C1.00

SEE GRAPHIC SCALE

AND SURVEY CONTROL 1

EXISTING CONDISTIONS

LEGEND

EXSITING ASPHALT PAVEMENT

EXISTING ASPHALT SHOULDER

EDGE LIGHTS

MA

TC

H

LIN

E

SE

E

SH

EE

T

C1.0

1

NORTH

GRAPHIC SCALE

(IN FEET)

100 0 50 100 200

DESCRIPTION

CB CORNER

ELEVATIONPOINT NORTH EAST

TBM 1

TBM 2

TBM 3

NGS MON

CONC PAD CORNER

569.00

556.28

547.84

1823560.9129 1008855.1165

1821925.0817 1007955.7169

1826255.1000 1009699.0600

E 1008028.36N 1821786.89 STA. 0+00.00RUNWAY 2 END

85.5C-6

84.5C-5

85C-4

84.75C-3

85C-2

88.5C-1

BASE COURSE (IN.)ASPHALT (IN.)NO.

C5

C4

Project No.:

Scale:

Revision:

Drawing No.

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520

490

560

530

540

520

500

550

540

520

500

550

540510

520

560

570

540

520

560

540

560

570

590

570

580

560

550

560

TB

M #1

C1.01

SEE GRAPHIC SCALE

AND SURVEY CONTROL 2

EXISTING CONDISTIONS

LEGEND



EDGE LIGHTS

NORTH

GRAPHIC SCALE

(IN FEET)

100 0 50 100 200

MA

TC

H

LIN

E

SE

E

SH

EE

T

C1.0

0

EXISTING CONCRETE PAVEMENT

AIRPORT ROAD

APRON

TA

XIW

AY

TERMINAL

TANKS

WINDCONE

DESCRIPTION

CB CORNER

ELEVATIONPOINT NORTH EAST

TBM 1

TBM 2

TBM 3

NGS MON

CONC PAD CORNER

569.00

556.28

547.84

1823560.9129 1008855.1165

1821925.0817 1007955.7169

1826255.1000 1009699.0600

E 1009803.67N 1826245.94 STA. 47+99.46

RUNWAY 20 END

C6

C3

C2

C1

85.5C6

84.5C5

85C4

84.75C3

85C2

88.5C1

BASE COURSE (IN.)ASPHALT (IN.)NO.

Project No.:

Scale:

Revision:

Drawing No.

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The C

ontractor sh

all verify a

nd b

e resp

onsible for all dim

ensions. D

O N

OT scale the

601 G

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mere P

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oad S

uite 2

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ville, TN 3

7211

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File Name:

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LEGEND


EDGE LIGHTS

NORTH

GRAPHIC SCALE

(IN FEET)

50 0 25 50 100

C2.00

SEE GRAPHIC SCALE

TO BE DEMOLISHED


1-800-752-6007KENTUCKY ONE-CALL

CALL BEFORE YOU DIG

CAUTION- UNDERGROUND UTILITIES:

UNTIL THEY ARE NO LONGER NECESSARY.

THE CONTRACTOR SHALL MAINTAIN THE UTILITY LOCATION MARKINGS

ARRANGEMENTS FOR THE LOCATION OF THE UTILITY ON THE GROUND.

CONTACT THE AIRPORT MANAGER AND LOCAL UTILITY TO MAKE

BEGINNING ANY TYPE OF EXCAVATION, THE CONTRACTOR SHALL

VARY FROM THE LOCATION SHOWN ON THE PLANS. PRIOR TO

ON THE PLANS, AND THE LOCATION OF THE UTILITIES SHOWN MAY

UTILITIES ON THE PLANS. ALL EXISTING UTILITIES MAY NOT BE SHOWN

OF CONSTRUCTION. AN ATTEMPT HAS BEEN MADE TO LOCATE THESE

UNDERGROUND UTILITIES EXIST WITHIN AND ADJACENT TO THE LIMITS

DEMOLITION NOTES

2

C3.00

RUNWAY 2-20

1

C3.00

4

C3.00 TYPICAL ALL LOCATIONS

2

C3.00

EGE OF PAVEMENT JOINTEXISTING RUNWAY

SAW CUT ALONG


SAW CUT ALONG

(TYP. ALL LOCATIONS)LIGHTS AND SLAB TO REMAIN

EXISTING RUNWAY EDGE

±75'

±12.5'

±12.5'

4

C3.00 SE

E

MA

TC

H

LIN

E

ST

A.

12

+00

SH

EE

T

C2.0

1

GRADING NOTES

WILL NOT BE ACCEPTED AS AN EXCUSE FOR VIOLATIONS.

SUBSEQUENT REPLACEMENTS. FAILURE TO UNDERSTAND THE DETAILS OF THE SWPPP

FOREMAN, SAFETY OFFICERS, DESIGNATED WORKMEN, ETC., AS WELL AS WITH ANY

WITH HIS SITED MANAGEMENT STAFF, INCLUDING THE SITE SUPERINTENDENT, KEY

THE CONTRACTOR, BEFORE BEGINNING WORK, SHALL FORMALLY REVIEW THE SWPPP 19.

CONTRACT ADMINISTRATION'S MANUAL AND REQUIREMENTS FOR AN SWPPP.

SHALL BE GIVEN THE OPPORTUNITY TO REVIEW THE DIVISION OF ENGINEERING AND

THE ENGINEER OR THE CONTRACTOR, SHALL BE NOTIFIED OF THIS SWPPP AND

ALL PERSONNEL ACTIVELY INVOLVED IN THIS PROJECT, WHETHER ASSOCIATED WITH 18.

THE BMPs ARE TO BE REMOVED AFTER THE SITE IS STABILIZED. 17.

WEEKLY MAINTENANCE LOGS SHALL BE KEPT ON THE BMPs BY THE CONTRACTOR.16.

NEED REVIEW.

BMPs THAT DO NOT APPEAR TO BE FUNCTIONING PROPERLY OR THAT MAY

NO COST TO THE OWNER. MAKE FORMAL NOTIFICATION TO THE ENGINEER OF ANY

DESTROYED OR DAMAGED, IT IS TO BE IMMEDIATELY REPAIRED OR REPLACED AT

DAILY MAINTENANCE IS TO BE PERFORMED ON THE BMPs. IF A BMP IS 15.

D. MAINTENANCE LOG SHEETS

C. COPY OF THE SWPPP

B. COPY OF THE GENERAL PERMIT

A. COPY OF THE NOI

FOLLOWING:BOOK SHALL INCLUDE THE

THE SITE AND ACCESSIBLE BY THE DIVISION OF WATER AND OTHERS. THE LOG

THE CONTRACTOR SHALL ASSEMBLE A MAINTENANCE LOG BOOK TO BE KEPT ON 14.

PERMIT BY SUBMITTING A NOTICE OF INTENT (NOI) TO THE DIVISION OF WATER.

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUIRE A STORMWATER 13.

FAMILIARIZE THEMSELVES WITH THE SWPPP AND CONTRACT DOCUMENTS.

THE CONTRACTOR'S JOB SUPERINTENDENT AND PROJECT MANAGER SHALL 12.

ADDITIONAL COST TO THE OWNER.

CONTRACTOR'S RESPONSIBILITY AND THIS WORK SHALL BE PERFORMED AT NO

IF REQUIRED DURING CONSTRUCTION, DE-WATERING OPERATIONS SHALL BE THE 11.

SPECIFICATIONS.

TO PROMOTE QUICK VEGETATION PER THE PROJECT

PLACED OVER ALL DISTURBED AREAS AND THE AREA SHALL BE SEEDED

UPON COMPLETION OF GRADING OPERATIONS, MIN. 4" OF TOPSOIL SHALL BE 10.

EDGE OF PAVEMENTS AND PREVENT STANDING WATER.

ALL SITE GRADING SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM THE 9.

STOCKPILES FOR THE DURATION OF THE GRADING OPERATIONS.

APPROVED BY THE ENGINEER. DRAINAGE SHALL BE DIRECTED AROUND THESE TOPSOIL

ANY TOPSOIL STRIPPED FROM THE SITE SHALL BE STORED ON SITE IN LOCATIONS

STRIP ALL TOPSOIL AND ORGANIC MATERIAL WITHIN THE AREAS TO BE GRADED.8.

DIRECTED BY THE ENGINEER UPON COMPLETION OF THE PROJECT

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE ALL BMPs AS 7.

SYSTEMS.

SPECIFICALLY, THE CONTRACTOR SHALL PROTECT ALL STORM DRAINAGE

NECESSARY TO CONTROL AND LIMIT SILT AND SEDIMENT LEAVING THE SITE.

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO USE WHATEVER MEANS6.

BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

AND MAINTENANCE THAT IS REQUIRED BY THE ENGINEER SHALL BE PERFORMED

INSPECTION OF BMPs WILL BE PERFORMED PERIODICALLY, 5.

GRADING SHALL BE SEEDED AS A TEMPORARY COVER, AS SPECIFIED IN THE T-901.

ALL GRADED AREAS TO BE EXPOSED FOR MORE THAN 14 DAYS WITHOUT FURTHER 4.

MEANS.

KEEP DUST WITHIN TOLERABLE LIMITS BY SPRINKLING OR OTHER ACCEPTABLE 3.

COMPLETE THE REQUIRED GRADING.

THE CONTRACTOR SHALL DISTURB AS SMALL OF AN AREA AS PRACTICAL TO 2.

THROUGHOUT THE PROJECT, INCLUDING ANY SHUTDOWNS.

OF THESE DEVICES AS DESCRIBED IN THE SPECIFICATIONS AND MAINTAIN THEM

OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR PROPER INSTALLATION

IN THE PLANS OR AS DIRECTED BY THE ENGINEER PRIOR TO ANY GRADING

THE PRE- CONSTRUCTION MEETING AND AT THE LOCATIONS SHOWN

EROSION CONTROL DEVICES (BMPs) SHALL BE INSTALLED AS DISCUSSED AT1.




A. COPY OF THE NOI

BOOK SHALL INCLUDE THE FOLLOWING:



DIVISION OF WATER.

PERMIT AND SWPPP BY SUBMITTING A NOTICE OF INTENT (NOI) TO THE


OF 1" OF CONCRETE EXPOSED.

FEATHER GRADING AROUND CONCRETE LIGHT BASES TO THAT THERE IS A MIN.9.




SPECIFICATIONS.










SYSTEMS.




GRADING SHALL BE SEEDED PER T-901.


MEANS.




ENGINEER.

RE-PAIRED AT THE CONTRACTOR'S EXPENSE WITH THE APPROVAL OF THE

ANY DAMAGE TO THE EXISTING AIRFIELD ELECTRICAL SHALL BE

ELECTRICAL INCLUDING CONCRETE SLABS AROUND EDGE LIGHTS.

CONTRACTOR SHALL USE CAUTION TO PREVENT DAMAGE TO EXISTING AIRFIELD 7.

CONTRACTOR SHALL PROTECT THE STORM WATER SYSTEM DURING CONSTRUCTION.

EXISTING STORM WATER SYSTEM TO REMAIN UNLESS OTHER WISE NOTED. 6.

EXPENSE.

THE EXISTING ASPHALT SHOULDER SHALL BE RE-STRIPED AT THE CONTRACTOR'S

ANY EXISTING MARKINGS TO REMAIN THAT ARE DAMAGED DURING REMOVAL OF 5.

CONTRACTOR AND SHALL BE HAULED OFF-SITE.

ALL REMOVED ASPHALT PAVEMENT SHALL BECOME THE PROPERTY OF THE 4.

APPROVED BY THE ENGINEER PRIOR TO DEMOLITION.

SAW CUT ALL ADJOINING PAVEMENT EDGES. REMOVAL METHOD SHALL BE

DURING THE REMOVAL OF THE ASPHALT SHOULDER PAVEMENT. CONTRACTOR SHALL

CONTRACTOR SHALL USE CAUTION TO PREVENT DAMAGE TO ADJACENT PAVEMENT 3.

TO RECEIVE TOPSOIL, SEEDING, AND MULCH PER THE SPECIFICATIONS.

FULL DEPTH. THE EXISTING AGGREGATE BASE SHALL BE GRADED AND PREPPED

THE EXISTING ASPHALT PAVEMENT LAYER IN THE SHOULDER SHALL BE REMOVED 2.

SEE SHEET C3.00 FOR DEMOLITION AND SHOULDERING DETAILS.1.

PLAN 1

DEMOLITION AND SITE

120'

TYP

SEE CROSS SECTIONS

LIMITS OF GRADING

Project No.:

Scale:

Revision:

Drawing No.

Permit/Seal


Issu

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By

Appd

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M.D

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178579008

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(615) 885-1

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w.sta

nte

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or use for any p

urp

ose oth

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an that auth

orized b

y Sta

nte

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den.

The C


win

gs are the pro

perty of Sta

nte

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Repro

duction

dra

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g - a

ny errors or o

missions sh


nte

c without dela

y.

The C

ontractor sh

all verify a

nd b

e resp

onsible for all dim

ensions. D

O N

OT scale the

601 G

rass

mere P

ark R

oad S

uite 2

2

Nash

ville, TN 3

7211

SJP SJP

File Name:

CDS

05 / 22 / 2019


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PO

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ULD

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OV

AL

PAILY

27016

PR

OF

E

SSIONAL E

NG

INE

ER

STA

TE

OF KENTU

CK

Y

LICENSED

SALIL J.

12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00

NORTH

GRAPHIC SCALE

(IN FEET)

50 0 25 50 100

C2.01

SEE GRAPHIC SCALE


CALL BEFORE YOU DIG












RUNWAY 2-20

1

C3.00TYPICAL ALL LOCATIONS


SAW CUT ALONG


SAW CUT ALONG

±75'

±12.5'

±12.5'



4

C3.00

4

C3.00

2

C3.00

2

C3.00

LEGEND


EDGE LIGHTS

TO BE DEMOLISHED


SE

E

MA

TC

H

LIN

E

ST

A.

12

+00

SH

EE

T

C2.0

0

SE

E

MA

TC

H

LIN

E

ST

A.

24

+50

SH

EE

T

C2.0

2

DEMOLITION NOTES GRADING NOTES




A. COPY OF THE NOI




DIVISION OF WATER.








SPECIFICATIONS.










SYSTEMS.






MEANS.




ENGINEER.







EXPENSE.













120'

TYP.

SEE CROSS SECTIONS

LIMITS OF GRADING

PLAN 2

DEMOLITION AND SITE

Project No.:

Scale:

Revision:

Drawing No.

Permit/Seal


Issu

ed

By

Appd

YY

YY.M

M.D

DRevisio

nBy

Appd

YY

YY.M

M.D

D

178579008

2019.05.22

(615) 885-1

144

Sta

nte

c

Tel:

ww

w.sta

nte

c.c

om

or use for any p

urp

ose oth

er th

an that auth

orized b

y Sta

nte

c is forbid

den.

The C


win

gs are the pro

perty of Sta

nte

c.

Repro

duction

dra

win

g - a

ny errors or o

missions sh


nte

c without dela

y.

The C

ontractor sh

all verify a

nd b

e resp

onsible for all dim

ensions. D

O N

OT scale the

601 G

rass

mere P

ark R

oad S

uite 2

2

Nash

ville, TN 3

7211

SJP SJP

File Name:

CDS

05 / 22 / 2019


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ULD

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OV

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PAILY

27016

PR

OF

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NG

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STA

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OF KENTU

CK

Y

LICENSED

SALIL J.

25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00

LEGEND


EDGE LIGHTS

NORTH

GRAPHIC SCALE

(IN FEET)

50 0 25 50 100

C2.02

SEE GRAPHIC SCALE

TO BE DEMOLISHED



CALL BEFORE YOU DIG












RUNWAY 2-20

1



SAW CUT ALONG


SAW CUT ALONG

APRON

WINDCONE

TA

XIW

AY

EXSITING CONCRETE PAVEMENT

RADIUSEDGE OF PAVEMENT

EXITING TAXIWAY SAW CUT ALONG



±75'

±12.5'

±12.5'

SE

E

MA

TC

H

LIN

E

ST

A.

24

+50

SH

EE

T

C2.0

1

4

C3.002

C3.00

2

C3.004

C3.00

SE

E

MA

TC

H

LIN

E

ST

A.

38

+00

SH

EE

T

C2.0

3

OFF. 80.71'STA. 36+75.76

END SHOULDER DEMO

OFF. 101.63'STA. 37+18.88DEMOEND SHOULDER





A. COPY OF THE NOI




DIVISION OF WATER.








SPECIFICATIONS.










SYSTEMS.






MEANS.




ENGINEER.







EXPENSE.













SEE CROSS SECTIONS

LIMITS OF GRADING

PLAN 3

DEMOLITION AND SITE

120'

TYP.

Project No.:

Scale:

Revision:

Drawing No.

Permit/Seal


Issu

ed

By

Appd

YY

YY.M

M.D

DRevisio

nBy

Appd

YY

YY.M

M.D

D

178579008

2019.05.22

(615) 885-1

144

Sta

nte

c

Tel:

ww

w.sta

nte

c.c

om

or use for any p

urp

ose oth

er th

an that auth

orized b

y Sta

nte

c is forbid

den.

The C


win

gs are the pro

perty of Sta

nte

c.

Repro

duction

dra

win

g - a

ny errors or o

missions sh


nte

c without dela

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The C

ontractor sh

all verify a

nd b

e resp

onsible for all dim

ensions. D

O N

OT scale the

601 G

rass

mere P

ark R

oad S

uite 2

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Nash

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7211

SJP SJP

File Name:

CDS

05 / 22 / 2019


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38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00

NORTH

GRAPHIC SCALE

(IN FEET)

50 0 25 50 100

C2.03

SEE GRAPHIC SCALE


CALL BEFORE YOU DIG












RUNWAY 2-20

1



SAW CUT ALONG


SAW CUT ALONG



±12.5'

±12.5'

±75'

4

C3.002

C3.00

2

C3.00

4

C3.00SE

E

MA

TC

H

LIN

E

ST

A.

38

+00

SH

EE

T

C2.0

2

LEGEND


EDGE LIGHTS

TO BE DEMOLISHED






A. COPY OF THE NOI




DIVISION OF WATER.








SPECIFICATIONS.










SYSTEMS.






MEANS.




ENGINEER.







EXPENSE.













SEE CROSS SECTIONS

LIMITS OF GRADING

120'

TYP.

PLAN 4

DEMOLITION AND SITE

EXISTING CRUSHED AGGREGATE BASE

ASPHALT PAVEMENTEXISTING RUNWAY

TOPSOILPREPARE SURFACE TO RECEIVEPER SPECIFICATION P-101 ANDREMOVE ALL ASPHALT PAVEMENT

TO REMAIN IN PLACEEXISTING CRUSHED AGGREGATE

EXISTING COMPACTED SUBGRADE

3

C3.00

C3.00

2

SCALE: NONE

REQUIRED PER SPECIFICATION P-101RUNWAY PAVEMENT TO THE DEPTH

SAWCUT THE EXISTING EDGE OF

ï»¿Â±37.5 FROM RUNW

EXISTING ASPHALT SHOULDER DEMOLITION DETAIL 2C3.00

1

SCALE: NONE

EXISTING ASPHALT SHOULDER DEMOLITION DETAIL 1



TOPSOILPREPARE SURFACE TO RECEIVEPER SPECIFICATION P-101 ANDREMOVE ALL ASPHALT PAVEMENT


REQUIRED PER SPECIFICATION P-101RUNWAY PAVEMENT TO THE DEPTH

SAWCUT THE EXISTING EDGE OF


±10' TO EXISTING RUNWAY EDGE LIGHTS

SHALL PROTECT DURING DEMOLITION.SLAB TO REMAIN IN PLACE. CONTRACTOREXISTING EDGE LIGHTS AND CONCRETE

TO REMAIN IN PLACECRUSHED AGGREGATEEXISTING SHOULDER

CONCRETE SLABEXISTING EDGE LIGHT

3

C3.00

±6" ASPHALT PAVEMENT


C3.00

3

SCALE: NONE

PAVEMENT SECTION

EXISTING SHOULDER ASPHALT

EDGE DROP

C3.00

5

SCALE: NONE

C3.00

NTS

DETAILS

EXISTING ASPHALT SHOULDER ±12.5' WIDE

EXISTING ASPHALT SHOULDER ±12.5' WIDE

EXISTING PAVEMENT EDGE DETAIL

ACTUAL PAVEMENT DEPTHS

NOTE: SEE GEOTECHNICAL REPORT FOR


TO REMAIN IN PLACEEXISTING CRUSHED AGGREGATE

C3.00

4

SCALE: NONE



5

C3.00

PROPOSED TOPSOIL AND SHOULDERING DETAIL

DROP ON ALL SIDES.

A 1.0" MIN. / 1.5" MAX. EDGE

EXISTING EDGE LIGHT SLABS, LEAVE

WHEN PLACING TOPSOIL AROUND

NOTE:


T-901 AND T-908.SEED AND MULCH PER SPECIFICATIONSSLOPES PER SPECIFICATION T-905.PAVEMENT AND TO FEATHER OUT THETO REPLACE THE REMOVED ASPHALTTOPSOIL TO A DEPTH REQUIRED

AGGREGATE BASE±8" EXISTING CRUSHED

ï»¿60' FROM RUNWAY â„„ TYPICAL (Â±22.5' FROM EXSITING EDGE OF PAV

SEE CROSS SECTIONS

1.5% MIN. SEE CROSS SECTIONS

1.0" MIN. / 1.5" MAX. EDGE

Project No.:

Scale:

Revision:

Drawing No.

Permit/Seal


Issu

ed

By

Appd

YY

YY.M

M.D

DRevisio

nBy

Appd

YY

YY.M

M.D

D

178579008

2019.05.22

(615) 885-1

144

Sta

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c

Tel:

ww

w.sta

nte

c.c

om

or use for any p

urp

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er th

an that auth

orized b

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nte

c is forbid

den.

The C


win

gs are the pro

perty of Sta

nte

c.

Repro

duction

dra

win

g - a

ny errors or o

missions sh


nte

c without dela

y.

The C

ontractor sh

all verify a

nd b

e resp

onsible for all dim

ensions. D

O N

OT scale the

601 G

rass

mere P

ark R

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uite 2

2

Nash

ville, TN 3

7211

SJP SJP

File Name:

CDS

05 / 22 / 2019

C300 DETAILS.dgn

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C300 D

ETAIL

S.d

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May 2

2, 2019

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SALIL J.

(IN FEET)

50 0

05

GRAPHIC SCALE

X1.00

SEE GRAPHIC SCALE

545

550

ELE

VA

TIO

N

0 50 100-50-100

0+25.00

545

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TIO

N

545

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555

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0 50 100-50-100

0+75.00

545

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545

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0 50 100-50-100

1+25.00

545

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545

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1+75.00

545

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545

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545

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545

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2+75.00

545

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545

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0 50 100-50-100

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545

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VOLUME CUT = 0.00 CU. YD.VOLUME FILL = 0.00 CU. YD.













Project No.:

Scale:

Revision:

Drawing No.

Permit/Seal


Issu

ed

By

Appd

YY

YY.M

M.D

DRevisio

nBy

Appd

YY

YY.M

M.D

D

178579008

2019.05.22

(615) 885-1

144

Sta

nte

c

Tel:

ww

w.sta

nte

c.c

om

or use for any p

urp

ose oth

er th

an that auth

orized b

y Sta

nte

c is forbid

den.

The C


win

gs are the pro

perty of Sta

nte

c.

Repro

duction

dra

win

g - a

ny errors or o

missions sh


nte

c without dela

y.

The C

ontractor sh

all verify a

nd b

e resp

onsible for all dim

ensions. D

O N

OT scale the

601 G

rass

mere P

ark R

oad S

uite 2

2

Nash

ville, TN 3

7211

SJP SJP

File Name:

CDS

05 / 22 / 2019

X100 CROSS SECTIONS.dgn

Printe

d b

y: sp

aily

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ke b

arkle

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chnic

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(IN FEET)

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Project No.:

Scale:

Revision:

Drawing No.

Permit/Seal


Issu

ed

By

Appd

YY

YY.M

M.D

DRevisio

nBy

Appd

YY

YY.M

M.D

D

178579008

2019.05.22

(615) 885-1

144

Sta

nte

c

Tel:

ww

w.sta

nte

c.c

om

or use for any p

urp

ose oth

er th

an that auth

orized b

y Sta

nte

c is forbid

den.

The C


win

gs are the pro

perty of Sta

nte

c.

Repro

duction

dra

win

g - a

ny errors or o

missions sh


nte

c without dela

y.

The C

ontractor sh

all verify a

nd b

e resp

onsible for all dim

ensions. D

O N

OT scale the

601 G

rass

mere P

ark R

oad S

uite 2

2

Nash

ville, TN 3

7211

SJP SJP

File Name:

CDS

05 / 22 / 2019


Printe

d b

y: sp

aily

V:\

1785\te

mporary\la

ke b

arkle

y d

ewid

enin

g\40_te

chnic

al\

10_dra

win

gs\

10_sh

eets\

X100 C

RO

SS S

EC

TIO

NS.d

gn

Printe

d o

n: 09:2

0 A

M o

n W

ednesd

ay,

May 2

2, 2019

KE

NTU

CK

Y D

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AR

TM

EN

T O

F P

AR

KS

PA

RK AIR

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RT

LA

KE B

AR

KLE

Y S

TA

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OJEC

T

ASP

HA

LT S

HO

ULD

ER R

EM

OV

AL

PAILY

27016

PR

OF

E

SSIONAL E

NG

INE

ER

STA

TE

OF KENTU

CK

Y

LICENSED

SALIL J.

X1.02

SEE GRAPHIC SCALE

(IN FEET)

50 0

05

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550

555

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0 50 100-50-100

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-1.0%

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-2.0%

-1.6%



















Project No.:

Scale:

Revision:

Drawing No.

Permit/Seal


Issu

ed

By

Appd

YY

YY.M

M.D

DRevisio

nBy

Appd

YY

YY.M

M.D

D

178579008

2019.05.22

(615) 885-1

144

Sta

nte

c

Tel:

ww

w.sta

nte

c.c

om

or use for any p

urp

ose oth

er th

an that auth

orized b

y Sta

nte

c is forbid

den.

The C


win

gs are the pro

perty of Sta

nte

c.

Repro

duction

dra

win

g - a

ny errors or o

missions sh


nte

c without dela

y.

The C

ontractor sh

all verify a

nd b

e resp

onsible for all dim

ensions. D

O N

OT scale the

601 G

rass

mere P

ark R

oad S

uite 2

2

Nash

ville, TN 3

7211

SJP SJP

File Name:

CDS

05 / 22 / 2019


Printe

d b

y: sp

aily

V:\

1785\te

mporary\la

ke b

arkle

y d

ewid

enin

g\40_te

chnic

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10_dra

win

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10_sh

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X100 C

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Printe

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May 2

2, 2019

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AL

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27016

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OF

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SSIONAL E

NG

INE

ER

STA

TE

OF KENTU

CK

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LICENSED

SALIL J.

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SEE GRAPHIC SCALE

(IN FEET)

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Project No.:

Scale:

Revision:

Drawing No.

Permit/Seal


Issu

ed

By

Appd

YY

YY.M

M.D

DRevisio

nBy

Appd

YY

YY.M

M.D

D

178579008

2019.05.22

(615) 885-1

144

Sta

nte

c

Tel:

ww

w.sta

nte

c.c

om

or use for any p

urp

ose oth

er th

an that auth

orized b

y Sta

nte

c is forbid

den.

The C


win

gs are the pro

perty of Sta

nte

c.

Repro

duction

dra

win

g - a

ny errors or o

missions sh


nte

c without dela

y.

The C

ontractor sh

all verify a

nd b

e resp

onsible for all dim

ensions. D

O N

OT scale the

601 G

rass

mere P

ark R

oad S

uite 2

2

Nash

ville, TN 3

7211

SJP SJP

File Name:

CDS

05 / 22 / 2019


Printe

d b

y: sp

aily

V:\

1785\te

mporary\la

ke b

arkle

y d

ewid

enin

g\40_te

chnic

al\

10_dra

win

gs\

10_sh

eets\

X100 C

RO

SS S

EC

TIO

NS.d

gn

Printe

d o

n: 09:2

0 A

M o

n W

ednesd

ay,

May 2

2, 2019

KE

NTU

CK

Y D

EP

AR

TM

EN

T O

F P

AR

KS

PA

RK AIR

PO

RT

LA

KE B

AR

KLE

Y S

TA

TE

PR

OJEC

T

ASP

HA

LT S

HO

ULD

ER R

EM

OV

AL

PAILY

27016

PR

OF

E

SSIONAL E

NG

INE

ER

STA

TE

OF KENTU

CK

Y

LICENSED

SALIL J.

X1.04

SEE GRAPHIC SCALE

(IN FEET)

50 0

05

GRAPHIC SCALE

560

565

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0 50 100-50-100

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565.8

6

OFF.

60.0

0

ELE

V.

566.3

3

OFF.

36.6

6

ELE

V.

566.0

5

OFF.

60.0

0

-1.8%

-1.7%

-2.1%

-1.7%

-1.5%

-1.0%

-1.1%

-2.1%

-2.2%

-2.4%

-2.1%

-1.5%

-1.7%

-1.2%

-1.1%

-1.0%

-1.2%

-1.5%

-1.2%

-1.2%

-1.0%

-1.1%

-1.7%

-1.2%

-1.6%

-1.4%-1.4%

-0.6%

-0.7%
















Project No.:

Scale:

Revision:

Drawing No.

Permit/Seal


Issu

ed

By

Appd

YY

YY.M

M.D

DRevisio

nBy

Appd

YY

YY.M

M.D

D

178579008

2019.05.22

(615) 885-1

144

Sta

nte

c

Tel:

ww

w.sta

nte

c.c

om

or use for any p

urp

ose oth

er th

an that auth

orized b

y Sta

nte

c is forbid

den.

The C


win

gs are the pro

perty of Sta

nte

c.

Repro

duction

dra

win

g - a

ny errors or o

missions sh


nte

c without dela

y.

The C

ontractor sh

all verify a

nd b

e resp

onsible for all dim

ensions. D

O N

OT scale the

601 G

rass

mere P

ark R

oad S

uite 2

2

Nash

ville, TN 3

7211

SJP SJP

File Name:

CDS

05 / 22 / 2019


Printe

d b

y: sp

aily

V:\

1785\te

mporary\la

ke b

arkle

y d

ewid

enin

g\40_te

chnic

al\

10_dra

win

gs\

10_sh

eets\

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Printe

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n: 09:2

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May 2

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PAILY

27016

PR

OF

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INE

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STA

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OF KENTU

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LICENSED

SALIL J.

X1.05

SEE GRAPHIC SCALE

(IN FEET)

50 0

05

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565

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0 50 100-50-100

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0 50 100-50-100

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570

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565

570

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0 50 100-50-100

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565

570

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565

570

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0 50 100-50-100

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570

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565

570

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7%

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9%

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-2.6%

-2.2%

-2.3%

-3.3%

-4.5

%

-3.0%

-2.9%


















Project No.:

Scale:

Revision:

Drawing No.

Permit/Seal


Issu

ed

By

Appd

YY

YY.M

M.D

DRevisio

nBy

Appd

YY

YY.M

M.D

D

178579008

2019.05.22

(615) 885-1

144

Sta

nte

c

Tel:

ww

w.sta

nte

c.c

om

or use for any p

urp

ose oth

er th

an that auth

orized b

y Sta

nte

c is forbid

den.

The C


win

gs are the pro

perty of Sta

nte

c.

Repro

duction

dra

win

g - a

ny errors or o

missions sh


nte

c without dela

y.

The C

ontractor sh

all verify a

nd b

e resp

onsible for all dim

ensions. D

O N

OT scale the

601 G

rass

mere P

ark R

oad S

uite 2

2

Nash

ville, TN 3

7211

SJP SJP

File Name:

CDS

05 / 22 / 2019


Printe

d b

y: sp

aily

V:\

1785\te

mporary\la

ke b

arkle

y d

ewid

enin

g\40_te

chnic

al\

10_dra

win

gs\

10_sh

eets\

X100 C

RO

SS S

EC

TIO

NS.d

gn

Printe

d o

n: 09:2

0 A

M o

n W

ednesd

ay,

May 2

2, 2019

KE

NTU

CK

Y D

EP

AR

TM

EN

T O

F P

AR

KS

PA

RK AIR

PO

RT

LA

KE B

AR

KLE

Y S

TA

TE

PR

OJEC

T

ASP

HA

LT S

HO

ULD

ER R

EM

OV

AL

PAILY

27016

PR

OF

E

SSIONAL E

NG

INE

ER

STA

TE

OF KENTU

CK

Y

LICENSED

SALIL J.

X1.06

SEE GRAPHIC SCALE

(IN FEET)

50 0

05

GRAPHIC SCALE

565

570

575

ELE

VA

TIO

N

0 50 100-50-100

47+25.00

565

570

575

ELE

VA

TIO

N

565

570

575

ELE

VA

TIO

N

0 50 100-50-100

47+75.00

565

570

575

ELE

VA

TIO

N

STA. 47+75.00

STA. 47+25.00 TO

RUNWAY

ELE

V.

569.6

9

OFF. -

60.0

0

ELE

V.

570.2

2

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38.7

7

ELE

V.

569.8

1

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0

ELE

V.

570.4

2

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38.7

4

ELE

V.

570.3

2

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36.6

0

ELE

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569.6

5

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0

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V.

570.5

3

OFF.

36.6

3

ELE

V.

570.0

3

OFF.

59.9

5

-1.9%

-2.3%

-2.3%

-1.6%



(5% CONTINGENCY)OFFSITE MATERIAL NEEDED = 1295 CY -

ONSITE MATERIAL AVAILABLE = 305 CY-

ASPHALT REMOVAL = ±2176 CY-

EARTHWORK SUMMARY:

Project No.:

Scale:

Revision:

Drawing No.

Permit/Seal


Issu

ed

By

Appd

YY

YY.M

M.D

DRevisio

nBy

Appd

YY

YY.M

M.D

D

178579008

2019.05.22

(615) 885-1

144

Sta

nte

c

Tel:

ww

w.sta

nte

c.c

om

or use for any p

urp

ose oth

er th

an that auth

orized b

y Sta

nte

c is forbid

den.

The C


win

gs are the pro

perty of Sta

nte

c.

Repro

duction

dra

win

g - a

ny errors or o

missions sh


nte

c without dela

y.

The C

ontractor sh

all verify a

nd b

e resp

onsible for all dim

ensions. D

O N

OT scale the

601 G

rass

mere P

ark R

oad S

uite 2

2

Nash

ville, TN 3

7211

SJP SJP

File Name:

CDS

05 / 22 / 2019


Printe

d b

y: sp

aily

V:\

1785\te

mporary\la

ke b

arkle

y d

ewid

enin

g\40_te

chnic

al\

10_dra

win

gs\

10_sh

eets\

X100 C

RO

SS S

EC

TIO

NS.d

gn

Printe

d o

n: 09:2

0 A

M o

n W

ednesd

ay,

May 2

2, 2019

KE

NTU

CK

Y D

EP

AR

TM

EN

T O

F P

AR

KS

PA

RK AIR

PO

RT

LA

KE B

AR

KLE

Y S

TA

TE

PR

OJEC

T

ASP

HA

LT S

HO

ULD

ER R

EM

OV

AL

PAILY

27016

PR

OF

E

SSIONAL E

NG

INE

ER

STA

TE

OF KENTU

CK

Y

LICENSED

SALIL J.

ASPHALT SHOULDER REMOVAL PROJECT Related Information...designate the sequence of construction in case of dispute between contractors. ... deviations from the construction documents

Documents