asphalt shoulder removal project related information...designate the sequence of construction in...
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ORIG
INA
L S
HEET - A
NSI
D
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
PAILY
27016
PR
OF
E
SSIONAL E
NG
INE
ER
STA
TE
OF KENTU
CK
Y
LICENSED
SALIL J.ISSUED FOR BID
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:
Project No.:
Scale:
Revision:
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178579008
2019.05.22
(615) 885-1
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STA
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SALIL J.
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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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onsible for all dim
ensions. D
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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.:
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Revision:
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den.
The C
opyrights to all designs and dra
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gs are the pro
perty of Sta
nte
c.
Repro
duction
dra
win
g - a
ny errors or o
missions sh
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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
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oad S
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27016
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SSIONAL E
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INE
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STA
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OF KENTU
CK
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LICENSED
SALIL J.
Project No.:
Scale:
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The C
opyrights to all designs and dra
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gs are the pro
perty of Sta
nte
c.
Repro
duction
dra
win
g - a
ny errors or o
missions sh
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nte
c without dela
y.
The C
ontractor sh
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nd b
e resp
onsible for all dim
ensions. D
O N
OT scale the
601 G
rass
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oad S
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C100 EXISTING CONDITIONS 1.dgn
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TIN
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ON
DITIO
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OF KENTU
CK
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LICENSED
SALIL J.
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.
Permit/Seal
Dsgn. Chkd. YYYY.MM.DDDwn.
Issu
ed
By
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YY.M
M.D
DRevisio
nBy
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YY.M
M.D
D
178579008
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144
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Tel:
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om
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er th
an that auth
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nte
c is forbid
den.
The C
opyrights to all designs and dra
win
gs are the pro
perty of Sta
nte
c.
Repro
duction
dra
win
g - a
ny errors or o
missions sh
all be reported to Sta
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
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oad S
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XIS
TIN
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ON
DITIO
NS 2.d
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0 A
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May 2
2, 2019
KE
NTU
CK
Y D
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TM
EN
T O
F P
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PA
RK AIR
PO
RT
LA
KE B
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KLE
Y S
TA
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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.
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
EXSITING ASPHALT PAVEMENT
EXISTING ASPHALT SHOULDER
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.
Permit/Seal
Dsgn. Chkd. YYYY.MM.DDDwn.
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
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c
Tel:
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nte
c.c
om
or use for any p
urp
ose oth
er th
an that auth
orized b
y Sta
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den.
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opyrights to all designs and dra
win
gs are the pro
perty of Sta
nte
c.
Repro
duction
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win
g - a
ny errors or o
missions sh
all be reported to Sta
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
C200 DEMO PLAN 1.dgn
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\
C200 D
EM
O P
LA
N 1.d
gn
Printe
d o
n: 09:2
0 A
M o
n W
ednesd
ay,
May 2
2, 2019
KE
NTU
CK
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T O
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ASP
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HO
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PAILY
27016
PR
OF
E
SSIONAL E
NG
INE
ER
STA
TE
OF KENTU
CK
Y
LICENSED
SALIL J.
1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00
LEGEND
EXSITING ASPHALT PAVEMENT
EDGE LIGHTS
NORTH
GRAPHIC SCALE
(IN FEET)
50 0 25 50 100
C2.00
SEE GRAPHIC SCALE
TO BE DEMOLISHED
EXISTING ASPHALT SHOULDER
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
EGE OF PAVEMENT JOINTEXISTING RUNWAY
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.
D. MAINTENANCE LOG SHEETS
C. COPY OF THE SWPPP
B. COPY OF THE GENERAL PERMIT
A. COPY OF THE NOI
BOOK SHALL INCLUDE THE FOLLOWING:
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 11.
DIVISION OF WATER.
PERMIT AND SWPPP BY SUBMITTING A NOTICE OF INTENT (NOI) TO THE
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUIRE A STORMWATER 10.
OF 1" OF CONCRETE EXPOSED.
FEATHER GRADING AROUND CONCRETE LIGHT BASES TO THAT THERE IS A MIN.9.
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 8.
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. 3" OF TOPSOIL SHALL BE 7.
EDGE OF PAVEMENTS AND PREVENT STANDING WATER.
ALL SITE GRADING SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM THE 6.
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.5.
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 MEANS4.
GRADING SHALL BE SEEDED PER T-901.
ALL GRADED AREAS TO BE EXPOSED FOR MORE THAN 14 DAYS WITHOUT FURTHER 3.
MEANS.
KEEP DUST WITHIN TOLERABLE LIMITS BY SPRINKLING OR OTHER ACCEPTABLE 2.
COMPLETE THE REQUIRED GRADING.
THE CONTRACTOR SHALL DISTURB AS SMALL OF AN AREA AS PRACTICAL TO 1.
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
Dsgn. Chkd. YYYY.MM.DDDwn.
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
opyrights to all designs and dra
win
gs are the pro
perty of Sta
nte
c.
Repro
duction
dra
win
g - a
ny errors or o
missions sh
all be reported to Sta
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
C201 DEMO PLAN 2.dgn
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\
C201 D
EM
O P
LA
N 2.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.
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
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
RUNWAY 2-20
1
C3.00TYPICAL ALL LOCATIONS
EGE OF PAVEMENT JOINTEXISTING RUNWAY
SAW CUT ALONG
EGE OF PAVEMENT JOINTEXISTING RUNWAY
SAW CUT ALONG
±75'
±12.5'
±12.5'
(TYP. ALL LOCATIONS)LIGHTS AND SLAB TO REMAIN
EXISTING RUNWAY EDGE
4
C3.00
4
C3.00
2
C3.00
2
C3.00
LEGEND
EXSITING ASPHALT PAVEMENT
EDGE LIGHTS
TO BE DEMOLISHED
EXISTING ASPHALT SHOULDER
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
D. MAINTENANCE LOG SHEETS
C. COPY OF THE SWPPP
B. COPY OF THE GENERAL PERMIT
A. COPY OF THE NOI
BOOK SHALL INCLUDE THE FOLLOWING:
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 11.
DIVISION OF WATER.
PERMIT AND SWPPP BY SUBMITTING A NOTICE OF INTENT (NOI) TO THE
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUIRE A STORMWATER 10.
OF 1" OF CONCRETE EXPOSED.
FEATHER GRADING AROUND CONCRETE LIGHT BASES TO THAT THERE IS A MIN.9.
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 8.
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. 3" OF TOPSOIL SHALL BE 7.
EDGE OF PAVEMENTS AND PREVENT STANDING WATER.
ALL SITE GRADING SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM THE 6.
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.5.
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 MEANS4.
GRADING SHALL BE SEEDED PER T-901.
ALL GRADED AREAS TO BE EXPOSED FOR MORE THAN 14 DAYS WITHOUT FURTHER 3.
MEANS.
KEEP DUST WITHIN TOLERABLE LIMITS BY SPRINKLING OR OTHER ACCEPTABLE 2.
COMPLETE THE REQUIRED GRADING.
THE CONTRACTOR SHALL DISTURB AS SMALL OF AN AREA AS PRACTICAL TO 1.
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.
120'
TYP.
SEE CROSS SECTIONS
LIMITS OF GRADING
PLAN 2
DEMOLITION AND SITE
Project No.:
Scale:
Revision:
Drawing No.
Permit/Seal
Dsgn. Chkd. YYYY.MM.DDDwn.
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
opyrights to all designs and dra
win
gs are the pro
perty of Sta
nte
c.
Repro
duction
dra
win
g - a
ny errors or o
missions sh
all be reported to Sta
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
C202 DEMO PLAN 3.dgn
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\
C202 D
EM
O P
LA
N 3.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.
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
EXSITING ASPHALT PAVEMENT
EDGE LIGHTS
NORTH
GRAPHIC SCALE
(IN FEET)
50 0 25 50 100
C2.02
SEE GRAPHIC SCALE
TO BE DEMOLISHED
EXISTING ASPHALT SHOULDER
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
RUNWAY 2-20
1
C3.00TYPICAL ALL LOCATIONS
EGE OF PAVEMENT JOINTEXISTING RUNWAY
SAW CUT ALONG
EGE OF PAVEMENT JOINTEXISTING RUNWAY
SAW CUT ALONG
APRON
WINDCONE
TA
XIW
AY
EXSITING CONCRETE PAVEMENT
RADIUSEDGE OF PAVEMENT
EXITING TAXIWAY SAW CUT ALONG
(TYP. ALL LOCATIONS)LIGHTS AND SLAB TO REMAIN
EXISTING RUNWAY EDGE
±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
DEMOLITION NOTES GRADING NOTES
D. MAINTENANCE LOG SHEETS
C. COPY OF THE SWPPP
B. COPY OF THE GENERAL PERMIT
A. COPY OF THE NOI
BOOK SHALL INCLUDE THE FOLLOWING:
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 11.
DIVISION OF WATER.
PERMIT AND SWPPP BY SUBMITTING A NOTICE OF INTENT (NOI) TO THE
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUIRE A STORMWATER 10.
OF 1" OF CONCRETE EXPOSED.
FEATHER GRADING AROUND CONCRETE LIGHT BASES TO THAT THERE IS A MIN.9.
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 8.
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. 3" OF TOPSOIL SHALL BE 7.
EDGE OF PAVEMENTS AND PREVENT STANDING WATER.
ALL SITE GRADING SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM THE 6.
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.5.
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 MEANS4.
GRADING SHALL BE SEEDED PER T-901.
ALL GRADED AREAS TO BE EXPOSED FOR MORE THAN 14 DAYS WITHOUT FURTHER 3.
MEANS.
KEEP DUST WITHIN TOLERABLE LIMITS BY SPRINKLING OR OTHER ACCEPTABLE 2.
COMPLETE THE REQUIRED GRADING.
THE CONTRACTOR SHALL DISTURB AS SMALL OF AN AREA AS PRACTICAL TO 1.
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.
SEE CROSS SECTIONS
LIMITS OF GRADING
PLAN 3
DEMOLITION AND SITE
120'
TYP.
Project No.:
Scale:
Revision:
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Permit/Seal
Dsgn. Chkd. YYYY.MM.DDDwn.
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ed
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YY.M
M.D
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missions sh
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ontractor sh
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onsible for all dim
ensions. D
O N
OT scale the
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EM
O P
LA
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gn
Printe
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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.
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
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
RUNWAY 2-20
1
C3.00TYPICAL ALL LOCATIONS
EGE OF PAVEMENT JOINTEXISTING RUNWAY
SAW CUT ALONG
EGE OF PAVEMENT JOINTEXISTING RUNWAY
SAW CUT ALONG
(TYP. ALL LOCATIONS)LIGHTS AND SLAB TO REMAIN
EXISTING RUNWAY EDGE
±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
EXSITING ASPHALT PAVEMENT
EDGE LIGHTS
TO BE DEMOLISHED
EXISTING ASPHALT SHOULDER
DEMOLITION NOTES GRADING NOTES
D. MAINTENANCE LOG SHEETS
C. COPY OF THE SWPPP
B. COPY OF THE GENERAL PERMIT
A. COPY OF THE NOI
BOOK SHALL INCLUDE THE FOLLOWING:
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 11.
DIVISION OF WATER.
PERMIT AND SWPPP BY SUBMITTING A NOTICE OF INTENT (NOI) TO THE
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUIRE A STORMWATER 10.
OF 1" OF CONCRETE EXPOSED.
FEATHER GRADING AROUND CONCRETE LIGHT BASES TO THAT THERE IS A MIN.9.
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 8.
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. 3" OF TOPSOIL SHALL BE 7.
EDGE OF PAVEMENTS AND PREVENT STANDING WATER.
ALL SITE GRADING SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM THE 6.
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.5.
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 MEANS4.
GRADING SHALL BE SEEDED PER T-901.
ALL GRADED AREAS TO BE EXPOSED FOR MORE THAN 14 DAYS WITHOUT FURTHER 3.
MEANS.
KEEP DUST WITHIN TOLERABLE LIMITS BY SPRINKLING OR OTHER ACCEPTABLE 2.
COMPLETE THE REQUIRED GRADING.
THE CONTRACTOR SHALL DISTURB AS SMALL OF AN AREA AS PRACTICAL TO 1.
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.
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
±37.5 FROM RUNW
EXISTING ASPHALT SHOULDER DEMOLITION DETAIL 2C3.00
1
SCALE: NONE
EXISTING ASPHALT SHOULDER DEMOLITION DETAIL 1
EXISTING CRUSHED AGGREGATE BASE
ASPHALT PAVEMENTEXISTING RUNWAY
TOPSOILPREPARE SURFACE TO RECEIVEPER SPECIFICATION P-101 ANDREMOVE ALL ASPHALT PAVEMENT
EXISTING COMPACTED SUBGRADE
REQUIRED PER SPECIFICATION P-101RUNWAY PAVEMENT TO THE DEPTH
SAWCUT THE EXISTING EDGE OF
±37.5 FROM RUNW
±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
EXISTING COMPACTED SUBGRADE
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
EXISTING CRUSHED AGGREGATE BASE
TO REMAIN IN PLACEEXISTING CRUSHED AGGREGATE
C3.00
4
SCALE: NONE
±37.5 FROM RUNW
ASPHALT PAVEMENTEXISTING RUNWAY
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:
EXISTING COMPACTED SUBGRADE
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
60' FROM RUNWAY ℄ TYPICAL (±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
Dsgn. Chkd. YYYY.MM.DDDwn.
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
opyrights to all designs and dra
win
gs are the pro
perty of Sta
nte
c.
Repro
duction
dra
win
g - a
ny errors or o
missions sh
all be reported to Sta
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
C300 DETAILS.dgn
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mporary\la
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arkle
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g\40_te
chnic
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10_sh
eets\
C300 D
ETAIL
S.d
gn
Printe
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0 A
M o
n W
ednesd
ay,
May 2
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KE
NTU
CK
Y D
EP
AR
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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.
(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
550
ELE
VA
TIO
N
545
550
555
ELE
VA
TIO
N
0 50 100-50-100
0+75.00
545
550
555
ELE
VA
TIO
N
545
550
555
ELE
VA
TIO
N
0 50 100-50-100
1+25.00
545
550
555
ELE
VA
TIO
N
545
550
555
ELE
VA
TIO
N
0 50 100-50-100
1+75.00
545
550
555E
LE
VA
TIO
N
545
550
555E
LE
VA
TIO
N
0 50 100-50-100
2+25.00
545
550
555
ELE
VA
TIO
N
545
550
555
ELE
VA
TIO
N
0 50 100-50-100
2+75.00
545
550
555
ELE
VA
TIO
N
545
550
555
ELE
VA
TIO
N
0 50 100-50-100
3+25.00
545
550
555
ELE
VA
TIO
N
545
550
555
ELE
VA
TIO
N
0 50 100-50-100
3+75.00
545
550
555
ELE
VA
TIO
N
545
550
555
ELE
VA
TIO
N
0 50 100-50-100
4+25.00
545
550
555
ELE
VA
TIO
N
545
550
555
ELE
VA
TIO
N
0 50 100-50-100
4+75.00
545
550
555
ELE
VA
TIO
N
545
550
555
ELE
VA
TIO
N
0 50 100-50-100
5+25.00
545
550
555
ELE
VA
TIO
N
550
555
ELE
VA
TIO
N
0 50 100-50-100
5+75.00
550
555
ELE
VA
TIO
N
550
555
ELE
VA
TIO
N
0 50 100-50-100
6+25.00
550
555
ELE
VA
TIO
N
STA. 6+25.00
STA. 0+25.00 TO
RUNWAY
ELE
V.
548.7
9
OFF. -
60.0
0
ELE
V.
549.4
4
OFF. -
37.6
6
ELE
V.
549.0
7
OFF. -
60.0
0
ELE
V.
549.6
9
OFF. -
37.7
0
ELE
V.
549.1
8
OFF. -
60.0
0
ELE
V.
549.9
6
OFF. -
37.8
6
ELE
V.
549.4
1
OFF. -
60.0
0
ELE
V.
550.1
6
OFF. -
37.7
9
ELE
V.
549.7
9
OFF. -
60.0
0
ELE
V.
550.3
9
OFF. -
37.8
2
ELE
V.
549.9
7
OFF. -
60.0
0
ELE
V.
550.7
0
OFF. -
37.6
9
ELE
V.
550.3
1
OFF. -
60.0
0
ELE
V.
550.9
1
OFF. -
37.7
2
ELE
V.
550.2
8
OFF. -
60.0
0
ELE
V.
550.9
7
OFF. -
37.7
5
ELE
V.
550.6
4
OFF. -
60.0
0
ELE
V.
551.1
5
OFF. -
37.6
5
ELE
V.
550.7
4
OFF. -
60.0
0
ELE
V.
551.2
1
OFF. -
37.7
7
ELE
V.
550.9
5
OFF. -
60.0
0
ELE
V.
551.3
7
OFF. -
37.7
3
ELE
V.
551.2
7
OFF. -
60.0
0
ELE
V.
551.8
1
OFF. -
37.7
6
ELE
V.
551.4
0
OFF. -
60.0
0
ELE
V.
552.1
2
OFF. -
37.7
6
ELE
V.
549.1
4
OFF.
37.6
7
ELE
V.
548.7
9
OFF.
60.0
0
ELE
V.
549.4
5
OFF.
37.6
1
ELE
V.
548.9
3
OFF.
60.0
0
ELE
V.
549.7
8
OFF.
37.5
2
ELE
V.
549.4
2
OFF.
60.0
0
ELE
V.
550.0
3
OFF.
37.4
6
ELE
V.
549.6
8
OFF.
60.0
0
ELE
V.
550.2
2
OFF.
37.5
6
ELE
V.
549.7
7
OFF.
60.0
0
ELE
V.
550.4
8
OFF.
37.5
8
ELE
V.
550.0
0
OFF.
60.0
0
ELE
V.
550.6
2
OFF.
37.5
2
ELE
V.
550.0
7
OFF.
60.0
0
ELE
V.
550.6
4
OFF.
37.5
5
ELE
V.
549.9
6
OFF.
60.0
0
ELE
V.
550.8
9
OFF.
37.5
1
ELE
V.
550.1
6
OFF.
60.0
0
ELE
V.
551.0
9
OFF.
37.4
4
ELE
V.
550.4
2
OFF.
60.0
0
ELE
V.
551.3
9
OFF.
37.4
7
ELE
V.
550.6
9
OFF.
60.0
0
ELE
V.
551.6
0
OFF.
37.4
7
ELE
V.
550.8
0
OFF.
60.0
0
ELE
V.
551.8
7
OFF.
37.3
7
ELE
V.
551.0
9
OFF.
60.0
0
-2.4%
-2.3%
-3.
0%
-2.
8%
-2.2%
-2.
7%
-2.2%
-2.
5%
-1.7%
-1.5%
-1.3%
-1.9%
-2.
7%
-1.0%
-1.8%
-1.0%
-1.0%
-1.5%
-1.6%
-1.9%
-2.5%
-2.7%
-2.4%
-2.6%
-3.0%
-2.9%
VOLUME CUT = 0.00 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 7.16 CU. YD.VOLUME FILL = 0.27 CU. YD.
VOLUME CUT = 9.10 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 9.76 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 10.34 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 9.15 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 7.14 CU. YD.VOLUME FILL = 0.11 CU. YD.
VOLUME CUT = 8.90 CU. YD.VOLUME FILL = 0.11 CU. YD.
VOLUME CUT = 10.76 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 10.95 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 10.15 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 9.29 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 11.25 CU. YD.VOLUME FILL = 0.00 CU. YD.
Project No.:
Scale:
Revision:
Drawing No.
Permit/Seal
Dsgn. Chkd. YYYY.MM.DDDwn.
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
opyrights to all designs and dra
win
gs are the pro
perty of Sta
nte
c.
Repro
duction
dra
win
g - a
ny errors or o
missions sh
all be reported to Sta
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
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d b
y: sp
aily
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ke b
arkle
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ewid
enin
g\40_te
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gs\
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eets\
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RO
SS S
EC
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May 2
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EN
T O
F P
AR
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PA
RK AIR
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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.
X1.01
SEE GRAPHIC SCALE
(IN FEET)
50 0
05
GRAPHIC SCALE
550
555
ELE
VA
TIO
N
0 50 100-50-100
6+75.00
550
555
ELE
VA
TIO
N
550
555
ELE
VA
TIO
N
0 50 100-50-100
7+25.00
550
555
ELE
VA
TIO
N
550
555
ELE
VA
TIO
N
0 50 100-50-100
7+75.00
550
555
ELE
VA
TIO
N
550
555
ELE
VA
TIO
N
0 50 100-50-100
8+25.00
550
555
ELE
VA
TIO
N
550
555
ELE
VA
TIO
N
0 50 100-50-100
8+75.00
550
555
ELE
VA
TIO
N
550
555
ELE
VA
TIO
N
0 50 100-50-100
9+25.00
550
555
ELE
VA
TIO
N550
555
ELE
VA
TIO
N
0 50 100-50-100
9+75.00
550
555
ELE
VA
TIO
N
550
555E
LE
VA
TIO
N
0 50 100-50-100
10+25.00
550
555
ELE
VA
TIO
N
550
555
ELE
VA
TIO
N
0 50 100-50-100
10+75.00
550
555
ELE
VA
TIO
N
550
555
ELE
VA
TIO
N
0 50 100-50-100
11+25.00
550
555
ELE
VA
TIO
N
550
555
ELE
VA
TIO
N
0 50 100-50-100
11+75.00
550
555
ELE
VA
TIO
N
550
555
560
ELE
VA
TIO
N
0 50 100-50-100
12+25.00
550
555
560
ELE
VA
TIO
N
550
555
560
ELE
VA
TIO
N
0 50 100-50-100
12+75.00
550
555
560
ELE
VA
TIO
N
550
555
560
ELE
VA
TIO
N
0 50 100-50-100
13+25.00
550
555
560
ELE
VA
TIO
N
550
555
560
ELE
VA
TIO
N
0 50 100-50-100
13+75.00
550
555
560
ELE
VA
TIO
N
550
555
560
ELE
VA
TIO
N
0 50 100-50-100
14+25.00
550
555
560
ELE
VA
TIO
N
STA. 14+25.00
STA. 6+75.00 TO
RUNWAY
ELE
V.
551.6
5
OFF. -
60.0
0
ELE
V.
552.2
8
OFF. -
37.7
9
ELE
V.
551.9
9
OFF. -
60.0
0
ELE
V.
552.4
9
OFF. -
37.7
5
ELE
V.
552.1
5
OFF. -
60.0
0
ELE
V.
552.7
4
OFF. -
37.7
8
ELE
V.
552.3
4
OFF. -
60.0
0
ELE
V.
553.0
0
OFF. -
37.8
2
ELE
V.
552.5
7
OFF. -
60.0
0
ELE
V.
553.2
5
OFF. -
37.7
5
ELE
V.
552.7
1
OFF. -
60.0
0
ELE
V.
553.4
3
OFF. -
37.8
8
ELE
V.
552.9
0
OFF. -
60.0
0
ELE
V.
553.6
8
OFF. -
37.8
4
ELE
V.
553.2
5
OFF. -
60.0
0
ELE
V.
553.8
9
OFF. -
37.7
6
ELE
V.
553.4
8
OFF. -
60.0
0
ELE
V.
554.1
4
OFF. -
37.7
6
ELE
V.
553.6
1
OFF. -
60.0
0
ELE
V.
554.3
0
OFF. -
37.8
9
ELE
V.
553.6
6
OFF. -
60.0
0
ELE
V.
554.4
8
OFF. -
37.8
8
ELE
V.
553.9
9
OFF. -
60.0
0
ELE
V.
554.7
9
OFF. -
37.9
3
ELE
V.
554.3
8
OFF. -
60.0
0
ELE
V.
555.0
1
OFF. -
37.9
4
ELE
V.
554.6
9
OFF. -
60.0
0
ELE
V.
555.2
2
OFF. -
38.0
0
ELE
V.
554.9
2
OFF. -
60.0
0
ELE
V.
555.3
2
OFF. -
37.9
5
ELE
V.
554.7
9
OFF. -
60.0
0
ELE
V.
555.4
7
OFF. -
37.9
9
ELE
V.
552.1
1
OFF.
37.4
3
ELE
V.
551.6
2
OFF.
60.0
0
ELE
V.
552.3
4
OFF.
37.4
9
ELE
V.
551.7
2
OFF.
60.0
0
ELE
V.
552.6
8
OFF.
37.4
8
ELE
V.
551.9
0
OFF.
60.0
0
ELE
V.
552.9
2
OFF.
37.4
4
ELE
V.
552.2
2
OFF.
60.0
0
ELE
V.
553.1
2
OFF.
37.4
2
ELE
V.
552.5
0
OFF.
60.0
0
ELE
V.
553.3
8
OFF.
37.3
5
ELE
V.
552.8
7
OFF.
60.0
0
ELE
V.
553.6
4
OFF.
37.4
0
ELE
V.
552.9
6
OFF.
60.0
0
ELE
V.
553.7
9
OFF.
37.3
8
ELE
V.
553.0
7
OFF.
60.0
0
ELE
V.
553.9
9
OFF.
37.3
8
ELE
V.
553.2
7
OFF.
60.0
0
ELE
V.
554.0
9
OFF.
37.4
7
ELE
V.
553.1
9
OFF.
60.0
0
ELE
V.
554.3
7
OFF.
37.4
0
ELE
V.
553.5
2
OFF.
60.0
0
ELE
V.
554.6
1
OFF.
37.3
2
ELE
V.
553.7
8
OFF.
60.0
0
ELE
V.
554.8
3
OFF.
37.3
4
ELE
V.
554.0
1
OFF.
60.0
0
ELE
V.
555.1
1
OFF.
37.4
5
ELE
V.
554.2
7
OFF.
60.0
0
ELE
V.
555.2
9
OFF.
37.3
4
ELE
V.
554.4
7
OFF.
60.0
0
ELE
V.
555.5
9
OFF.
37.3
3
ELE
V.
554.7
6
OFF.
60.0
0
-2.3%
-1.7%
-2.1%
-2.4%
-2.5%
-2.
7%
-2.
9%
-2.3%
-2.4%
-2.
6%
-3.
2%
-3.
1%
-2.3%
-1.8%
-1.2%
-2.5%
-1.6%
-2.2%
-2.9%
-2.6%
-2.2%
-1.7%
-2.4%
-2.6%
-2.6%
-3.5%
-3.2%
-3.1%
-3.1%
-3.2%
-3.0%
-3.1%
VOLUME CUT = 11.88 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 11.23 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 12.92 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 14.14 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 14.29 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 14.11 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 12.36 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 10.66 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 9.98 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 10.78 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 12.00 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 12.59 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 13.26 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 12.25 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 11.37 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 13.82 CU. YD.VOLUME FILL = 0.00 CU. YD.
Project No.:
Scale:
Revision:
Drawing No.
Permit/Seal
Dsgn. Chkd. YYYY.MM.DDDwn.
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
opyrights to all designs and dra
win
gs are the pro
perty of Sta
nte
c.
Repro
duction
dra
win
g - a
ny errors or o
missions sh
all be reported to Sta
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
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SJP SJP
File Name:
CDS
05 / 22 / 2019
X100 CROSS SECTIONS.dgn
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.
X1.02
SEE GRAPHIC SCALE
(IN FEET)
50 0
05
GRAPHIC SCALE
550
555
560
ELE
VA
TIO
N
0 50 100-50-100
14+75.00
550
555
560
ELE
VA
TIO
N
550
555
560
ELE
VA
TIO
N
0 50 100-50-100
15+25.00
550
555
560
ELE
VA
TIO
N
555
560
ELE
VA
TIO
N
0 50 100-50-100
15+75.00
555
560
ELE
VA
TIO
N
555
560
ELE
VA
TIO
N
0 50 100-50-100
16+25.00
555
560
ELE
VA
TIO
N
555
560
ELE
VA
TIO
N
0 50 100-50-100
16+75.00
555
560
ELE
VA
TIO
N555
560
ELE
VA
TIO
N
0 50 100-50-100
17+25.00
555
560
ELE
VA
TIO
N
555
560E
LE
VA
TIO
N
0 50 100-50-100
17+75.00
555
560
ELE
VA
TIO
N
555
560
ELE
VA
TIO
N
0 50 100-50-100
18+25.00
555
560
ELE
VA
TIO
N
555
560
ELE
VA
TIO
N
0 50 100-50-100
18+75.00
555
560
ELE
VA
TIO
N
555
560
ELE
VA
TIO
N
0 50 100-50-100
19+25.00
555
560
ELE
VA
TIO
N
555
560
ELE
VA
TIO
N
0 50 100-50-100
19+75.00
555
560
ELE
VA
TIO
N
555
560
ELE
VA
TIO
N
0 50 100-50-100
20+25.00
555
560
ELE
VA
TIO
N
555
560
ELE
VA
TIO
N
0 50 100-50-100
20+75.00
555
560
ELE
VA
TIO
N
555
560
ELE
VA
TIO
N
0 50 100-50-100
21+25.00
555
560
ELE
VA
TIO
N
555
560
ELE
VA
TIO
N
0 50 100-50-100
21+75.00
555
560
ELE
VA
TIO
N
555
560
ELE
VA
TIO
N
0 50 100-50-100
22+25.00
555
560
ELE
VA
TIO
N
555
560
ELE
VA
TIO
N
0 50 100-50-100
22+75.00
555
560
ELE
VA
TIO
N
555
560
565
ELE
VA
TIO
N
0 50 100-50-100
23+25.00
555
560
565
ELE
VA
TIO
N
STA. 23+25.00
STA. 14+75.00 TO
RUNWAY
ELE
V.
555.2
5
OFF. -
60.0
0
ELE
V.
555.7
7
OFF. -
38.1
0
ELE
V.
555.6
2
OFF. -
60.0
0
ELE
V.
556.0
9
OFF. -
37.8
8
ELE
V.
555.9
4
OFF. -
60.0
0
ELE
V.
556.3
7
OFF. -
37.9
1
ELE
V.
556.1
4
OFF. -
60.0
0
ELE
V.
556.6
1
OFF. -
38.0
5
ELE
V.
556.2
2
OFF. -
60.0
0
ELE
V.
556.8
6
OFF. -
37.9
8
ELE
V.
556.4
9
OFF. -
60.0
0
ELE
V.
557.0
3
OFF. -
38.0
3
ELE
V.
556.7
8
OFF. -
60.0
0
ELE
V.
557.2
9
OFF. -
38.1
3
ELE
V.
556.8
9
OFF. -
60.0
0
ELE
V.
557.5
0
OFF. -
38.1
6
ELE
V.
557.1
0
OFF. -
60.0
0
ELE
V.
557.7
3
OFF. -
38.1
2
ELE
V.
557.3
5
OFF. -
60.0
0
ELE
V.
557.9
7
OFF. -
38.0
6
ELE
V.
557.6
9
OFF. -
60.0
0
ELE
V.
558.1
9
OFF. -
38.0
1
ELE
V.
557.9
4
OFF. -
60.0
0
ELE
V.
558.4
0
OFF. -
38.0
2
ELE
V.
558.1
1
OFF. -
60.0
0
ELE
V.
558.6
0
OFF. -
38.0
3
ELE
V.
558.5
2
OFF. -
60.0
0
ELE
V.
558.8
3
OFF. -
38.0
5
ELE
V.
558.6
2
OFF. -
60.0
0
ELE
V.
559.0
6
OFF. -
38.1
2
ELE
V.
558.7
3
OFF. -
60.0
0
ELE
V.
559.2
3
OFF. -
38.0
9
ELE
V.
558.9
2
OFF. -
60.0
0
ELE
V.
559.4
3
OFF. -
38.1
6
ELE
V.
559.1
4
OFF. -
60.0
0
ELE
V.
559.6
5
OFF. -
38.2
8
ELE
V.
555.8
7
OFF.
37.2
8
ELE
V.
555.2
5
OFF.
60.0
0
ELE
V.
556.1
2
OFF.
37.3
2
ELE
V.
555.7
2
OFF.
60.0
0
ELE
V.
556.3
9
OFF.
37.3
0
ELE
V.
555.8
8
OFF.
60.0
0
ELE
V.
556.6
2
OFF.
37.2
9
ELE
V.
556.0
4
OFF.
60.0
0
ELE
V.
556.8
6
OFF.
37.2
7
ELE
V.
556.3
3
OFF.
60.0
0
ELE
V.
557.0
8
OFF.
37.2
0
ELE
V.
556.5
4
OFF.
60.0
0
ELE
V.
557.3
2
OFF.
37.1
9
ELE
V.
556.7
6
OFF.
60.0
0
ELE
V.
557.5
6
OFF.
37.2
1
ELE
V.
557.0
8
OFF.
60.0
0
ELE
V.
557.7
7
OFF.
37.1
3
ELE
V.
557.3
5
OFF.
60.0
0
ELE
V.
558.0
2
OFF.
37.2
0
ELE
V.
557.5
1
OFF.
60.0
0
ELE
V.
558.2
3
OFF.
37.1
7
ELE
V.
557.6
5
OFF.
60.0
0
ELE
V.
558.4
1
OFF.
37.0
8
ELE
V.
557.8
1
OFF.
60.0
0
ELE
V.
558.6
3
OFF.
37.1
7
ELE
V.
557.9
8
OFF.
60.0
0
ELE
V.
558.8
9
OFF.
37.0
0
ELE
V.
558.4
1
OFF.
60.0
0
ELE
V.
559.1
7
OFF.
37.0
9
ELE
V.
558.8
1
OFF.
60.0
0
ELE
V.
559.4
0
OFF.
37.0
7
ELE
V.
558.8
7
OFF.
60.0
0
ELE
V.
559.6
2
OFF.
37.0
9
ELE
V.
559.0
4
OFF.
60.0
0
ELE
V.
559.8
3
OFF.
37.0
2
ELE
V.
559.3
5
OFF.
60.0
0
-1.8%
-1.5%
-1.4%
-1.6%
-2.3%
-1.9%
-1.8%
-2.2%
-2.3%
-2.3%
-1.7%
-1.5%
-1.7%
-0.8%
-1.5%
-1.7%
-1.8%
-1.8%
-2.2%
-1.2%
-1.7%
-2.0%
-1.8%
-1.8%
-1.9%
-1.6%
-1.3%
-1.7%
-2.0%
-2.1%
-2.3%
-1.5%
-1.0%
-1.8%
-2.0%
-1.6%
VOLUME CUT = 13.88 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 9.83 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 7.58 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 7.59 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 8.86 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 9.58 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 8.94 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 9.32 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 9.34 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 9.07 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 9.03 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 8.83 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 10.05 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 8.66 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 6.84 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 7.81 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 8.23 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 8.95 CU. YD.VOLUME FILL = 0.00 CU. YD.
Project No.:
Scale:
Revision:
Drawing No.
Permit/Seal
Dsgn. Chkd. YYYY.MM.DDDwn.
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
opyrights to all designs and dra
win
gs are the pro
perty of Sta
nte
c.
Repro
duction
dra
win
g - a
ny errors or o
missions sh
all be reported to Sta
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
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.
X1.03
SEE GRAPHIC SCALE
(IN FEET)
50 0
05
GRAPHIC SCALE
555
560
565
ELE
VA
TIO
N
0 50 100-50-100
23+75.00
555
560
565
ELE
VA
TIO
N
555
560
565
ELE
VA
TIO
N
0 50 100-50-100
24+25.00
555
560
565
ELE
VA
TIO
N
555
560
565
ELE
VA
TIO
N
0 50 100-50-100
24+75.00
555
560
565
ELE
VA
TIO
N
555
560
565
ELE
VA
TIO
N
0 50 100-50-100
25+25.00
555
560
565E
LE
VA
TIO
N
555
560
565E
LE
VA
TIO
N
0 50 100-50-100
25+75.00
555
560
565
ELE
VA
TIO
N
555
560
565
ELE
VA
TIO
N
0 50 100-50-100
26+25.00
555
560
565
ELE
VA
TIO
N
555
560
565
ELE
VA
TIO
N
0 50 100-50-100
26+75.00
555
560
565
ELE
VA
TIO
N
555
560
565
ELE
VA
TIO
N
0 50 100-50-100
27+25.00
555
560
565
ELE
VA
TIO
N
560
565
ELE
VA
TIO
N
0 50 100-50-100
27+75.00
560
565
ELE
VA
TIO
N
560
565
ELE
VA
TIO
N
0 50 100-50-100
28+25.00
560
565
ELE
VA
TIO
N
560
565
ELE
VA
TIO
N
0 50 100-50-100
28+75.00
560
565
ELE
VA
TIO
N
560
565
ELE
VA
TIO
N
0 50 100-50-100
29+25.00
560
565
ELE
VA
TIO
N
560
565
ELE
VA
TIO
N
0 50 100-50-100
29+75.00
560
565
ELE
VA
TIO
N
560
565
ELE
VA
TIO
N
0 50 100-50-100
30+25.00
560
565
ELE
VA
TIO
N
560
565
ELE
VA
TIO
N
0 50 100-50-100
30+75.00
560
565
ELE
VA
TIO
N
STA. 30+75.00
STA. 23+75.00 TO
RUNWAY
ELE
V.
559.3
3
OFF. -
60.0
0
ELE
V.
559.8
8
OFF. -
38.2
4
ELE
V.
559.6
8
OFF. -
60.0
0
ELE
V.
560.1
3
OFF. -
38.3
6
ELE
V.
559.9
7
OFF. -
60.0
0
ELE
V.
560.3
3
OFF. -
38.3
1
ELE
V.
560.1
0
OFF. -
60.0
0
ELE
V.
560.5
5
OFF. -
38.3
4
ELE
V.
560.2
0
OFF. -
60.0
0
ELE
V.
560.7
0
OFF. -
38.4
1
ELE
V.
560.4
5
OFF. -
60.0
0
ELE
V.
560.9
4
OFF. -
38.4
8
ELE
V.
560.7
0
OFF. -
60.0
0
ELE
V.
561.2
0
OFF. -
38.4
8
ELE
V.
560.9
7
OFF. -
60.0
0
ELE
V.
561.3
9
OFF. -
38.2
8
ELE
V.
561.0
7
OFF. -
60.0
0
ELE
V.
561.5
7
OFF. -
38.3
6
ELE
V.
561.3
7
OFF. -
60.0
0
ELE
V.
561.8
1
OFF. -
38.2
1
ELE
V.
561.5
4
OFF. -
60.0
0
ELE
V.
562.0
7
OFF. -
38.2
8
ELE
V.
561.6
1
OFF. -
60.0
0
ELE
V.
562.2
5
OFF. -
38.3
6
ELE
V.
561.9
0
OFF. -
60.0
0
ELE
V.
562.4
8
OFF. -
38.3
2
ELE
V.
562.1
0
OFF. -
60.0
0
ELE
V.
562.7
2
OFF. -
38.3
2
ELE
V.
562.3
1
OFF. -
60.0
0
ELE
V.
562.9
2
OFF. -
38.3
3
ELE
V.
559.9
4
OFF.
37.0
0
ELE
V.
559.4
1
OFF.
60.0
0
ELE
V.
560.1
4
OFF.
37.2
3
ELE
V.
559.7
2
OFF.
60.0
0
ELE
V.
560.3
6
OFF.
37.0
6
ELE
V.
559.9
7
OFF.
60.0
0
ELE
V.
560.5
7
OFF.
36.9
5
ELE
V.
560.2
0
OFF.
60.0
0
ELE
V.
560.8
5
OFF.
36.9
8
ELE
V.
560.4
0
OFF.
60.0
0
ELE
V.
561.0
3
OFF.
36.9
5
ELE
V.
560.4
4
OFF.
60.0
0
ELE
V.
561.2
3
OFF.
37.0
2
ELE
V.
560.7
4
OFF.
60.0
0
ELE
V.
561.4
6
OFF.
37.0
3
ELE
V.
561.0
1
OFF.
60.0
0
ELE
V.
561.6
8
OFF.
36.9
8
ELE
V.
561.3
1
OFF.
60.0
0
ELE
V.
561.9
2
OFF.
37.0
1
ELE
V.
561.4
9
OFF.
60.0
0
ELE
V.
562.1
5
OFF.
37.1
0
ELE
V.
561.8
1
OFF.
60.0
0
ELE
V.
562.3
5
OFF.
37.0
2
ELE
V.
561.9
1
OFF.
60.0
0
ELE
V.
562.5
7
OFF.
37.0
2
ELE
V.
562.2
8
OFF.
60.0
0
ELE
V.
562.7
6
OFF.
37.0
3
ELE
V.
562.3
6
OFF.
60.0
0
ELE
V.
562.9
8
OFF.
36.8
8
ELE
V.
562.5
6
OFF.
60.0
0
-1.9%
-1.5%
-1.1%
-1.5%
-1.7%
-1.7%
-1.8%
-1.3%
-1.7%
-1.4%
-1.8%
-2.4%
-2.1%
-2.3%
-2.2%
-1.7%
-1.3%
-1.2%
-1.1%
-1.4%
-2.0%
-1.6%
-1.4%
-1.0%
-1.3%
-1.0%
-1.4%
-0.7%
-1.2%
-1.3%
VOLUME CUT = 10.39 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 9.25 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 7.52 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 7.27 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 8.87 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 11.74 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 11.15 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 9.39 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 8.92 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 8.98 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 8.94 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 9.23 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 9.02 CU. YD.VOLUME FILL = 0.13 CU. YD.
VOLUME CUT = 9.06 CU. YD.VOLUME FILL = 0.13 CU. YD.
VOLUME CUT = 10.22 CU. YD.VOLUME FILL = 0.00 CU. YD.
Project No.:
Scale:
Revision:
Drawing No.
Permit/Seal
Dsgn. Chkd. YYYY.MM.DDDwn.
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
opyrights to all designs and dra
win
gs are the pro
perty of Sta
nte
c.
Repro
duction
dra
win
g - a
ny errors or o
missions sh
all be reported to Sta
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
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
ELE
VA
TIO
N
0 50 100-50-100
31+25.00
560
565
ELE
VA
TIO
N
560
565
ELE
VA
TIO
N
0 50 100-50-100
31+75.00
560
565
ELE
VA
TIO
N
560
565
ELE
VA
TIO
N
0 50 100-50-100
32+25.00
560
565
ELE
VA
TIO
N
560
565
ELE
VA
TIO
N
0 50 100-50-100
32+75.00
560
565
ELE
VA
TIO
N
560
565
ELE
VA
TIO
N
0 50 100-50-100
33+25.00
560
565
ELE
VA
TIO
N
560
565
ELE
VA
TIO
N
0 50 100-50-100
33+75.00
560
565
ELE
VA
TIO
N560
565
570
ELE
VA
TIO
N
0 50 100-50-100
34+25.00
560
565
570
ELE
VA
TIO
N
560
565
570
ELE
VA
TIO
N
0 50 100-50-100
34+75.00
560
565
570
ELE
VA
TIO
N
560
565
570
ELE
VA
TIO
N
0 50 100-50-100
35+25.00
560
565
570
ELE
VA
TIO
N
560
565
570
ELE
VA
TIO
N
0 50 100-50-100
35+75.00
560
565
570
ELE
VA
TIO
N
560
565
570
ELE
VA
TIO
N
0 50 100-50-100
36+25.00
560
565
570
ELE
VA
TIO
N
560
565
570
ELE
VA
TIO
N
0 50 100-50-100
36+75.00
560
565
570
ELE
VA
TIO
N
560
565
570
ELE
VA
TIO
N
0 50 100-50-100
37+25.00
560
565
570
ELE
VA
TIO
N
565
570
ELE
VA
TIO
N
0 50 100-50-100
37+75.00
565
570
ELE
VA
TIO
N
565
570
ELE
VA
TIO
N
0 50 100-50-100
38+25.00
565
570
ELE
VA
TIO
N
STA. 38+25.00
STA. 31+25.00 TO
RUNWAY
ELE
V.
562.5
9
OFF. -
60.0
0
ELE
V.
563.1
1
OFF. -
38.2
8
ELE
V.
562.8
4
OFF. -
60.0
0
ELE
V.
563.3
3
OFF. -
38.3
7
ELE
V.
563.0
6
OFF. -
60.0
0
ELE
V.
563.6
4
OFF. -
38.2
5
ELE
V.
563.3
9
OFF. -
60.0
0
ELE
V.
563.8
9
OFF. -
38.3
3
ELE
V.
563.6
5
OFF. -
60.0
0
ELE
V.
564.0
9
OFF. -
38.3
1
ELE
V.
563.9
5
OFF. -
60.0
0
ELE
V.
564.2
9
OFF. -
38.2
7
ELE
V.
564.1
5
OFF. -
60.0
0
ELE
V.
564.5
2
OFF. -
38.2
4
ELE
V.
564.1
6
OFF. -
60.0
0
ELE
V.
564.7
4
OFF. -
38.3
2
ELE
V.
564.3
9
OFF. -
60.0
0
ELE
V.
564.9
9
OFF. -
38.4
1
ELE
V.
564.5
6
OFF. -
60.0
0
ELE
V.
565.1
9
OFF. -
38.5
5
ELE
V.
564.8
6
OFF. -
60.0
0
ELE
V.
565.4
4
OFF. -
38.6
7
ELE
V.
565.2
4
OFF. -
60.0
0
ELE
V.
565.7
0
OFF. -
38.4
9
ELE
V.
565.3
7
OFF. -
60.0
0
ELE
V.
565.8
5
OFF. -
38.7
2
ELE
V.
565.6
5
OFF. -
60.0
0
ELE
V.
566.0
2
OFF. -
38.6
3
ELE
V.
565.9
2
OFF. -
60.0
0
ELE
V.
566.2
7
OFF. -
38.6
1
ELE
V.
563.2
0
OFF.
36.9
4
ELE
V.
562.8
4
OFF.
60.0
0
ELE
V.
563.4
6
OFF.
36.9
8
ELE
V.
563.0
6
OFF.
60.0
0
ELE
V.
563.7
8
OFF.
36.9
5
ELE
V.
563.3
2
OFF.
60.0
0
ELE
V.
563.9
7
OFF.
36.8
9
ELE
V.
563.5
7
OFF.
60.0
0
ELE
V.
564.1
4
OFF.
36.9
2
ELE
V.
563.7
5
OFF.
60.0
0
ELE
V.
564.3
7
OFF.
36.9
7
ELE
V.
564.0
1
OFF.
60.0
0
ELE
V.
564.5
5
OFF.
36.9
5
ELE
V.
564.1
7
OFF.
60.0
0
ELE
V.
564.8
2
OFF.
36.9
4
ELE
V.
564.3
0
OFF.
60.0
0
ELE
V.
564.9
9
OFF.
37.0
1
ELE
V.
564.5
9
OFF.
60.0
0
ELE
V.
565.2
7
OFF.
36.9
8
ELE
V.
564.7
8
OFF.
59.6
7
ELE
V.
565.4
9
OFF.
36.9
8
ELE
V.
565.1
3
OFF.
54.3
4
ELE
V.
565.0
5
OFF.
60.0
0
ELE
V.
565.3
9
OFF.
77.5
3
ELE
V.
565.2
2
OFF.
91.7
2
ELE
V.
565.6
9
OFF.
67.5
0
ELE
V.
565.5
3
OFF.
76.6
5
ELE
V.
566.1
3
OFF.
36.7
2
ELE
V.
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%
VOLUME CUT = 10.28 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 9.72 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 10.28 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 10.45 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 9.49 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 8.62 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 8.57 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 10.33 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 11.65 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 12.26 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 11.19 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 7.95 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 5.58 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 7.31 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 9.09 CU. YD.VOLUME FILL = 0.00 CU. YD.
Project No.:
Scale:
Revision:
Drawing No.
Permit/Seal
Dsgn. Chkd. YYYY.MM.DDDwn.
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
opyrights to all designs and dra
win
gs are the pro
perty of Sta
nte
c.
Repro
duction
dra
win
g - a
ny errors or o
missions sh
all be reported to Sta
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
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.
X1.05
SEE GRAPHIC SCALE
(IN FEET)
50 0
05
GRAPHIC SCALE
565
570
ELE
VA
TIO
N
0 50 100-50-100
38+75.00
565
570
ELE
VA
TIO
N
565
570
ELE
VA
TIO
N
0 50 100-50-100
39+25.00
565
570
ELE
VA
TIO
N
565
570
ELE
VA
TIO
N
0 50 100-50-100
39+75.00
565
570
ELE
VA
TIO
N
565
570
ELE
VA
TIO
N
0 50 100-50-100
40+25.00
565
570
ELE
VA
TIO
N
565
570
ELE
VA
TIO
N
0 50 100-50-100
40+75.00
565
570
ELE
VA
TIO
N
565
570
ELE
VA
TIO
N
0 50 100-50-100
41+25.00
565
570
ELE
VA
TIO
N565
570
ELE
VA
TIO
N
0 50 100-50-100
41+75.00
565
570
ELE
VA
TIO
N
565
570E
LE
VA
TIO
N
0 50 100-50-100
42+25.00
565
570
ELE
VA
TIO
N
565
570
ELE
VA
TIO
N
0 50 100-50-100
42+75.00
565
570
ELE
VA
TIO
N
565
570
ELE
VA
TIO
N
0 50 100-50-100
43+25.00
565
570
ELE
VA
TIO
N
565
570
ELE
VA
TIO
N
0 50 100-50-100
43+75.00
565
570
ELE
VA
TIO
N
565
570
ELE
VA
TIO
N
0 50 100-50-100
44+25.00
565
570
ELE
VA
TIO
N
565
570
ELE
VA
TIO
N
0 50 100-50-100
44+75.00
565
570
ELE
VA
TIO
N
565
570
ELE
VA
TIO
N
0 50 100-50-100
45+25.00
565
570
ELE
VA
TIO
N
565
570
575
ELE
VA
TIO
N
0 50 100-50-100
45+75.00
565
570
575
ELE
VA
TIO
N
565
570
575
ELE
VA
TIO
N
0 50 100-50-100
46+25.00
565
570
575
ELE
VA
TIO
N
565
570
575
ELE
VA
TIO
N
0 50 100-50-100
46+75.00
565
570
575
ELE
VA
TIO
N
STA. 46+75.00
STA. 38+75.00 TO
RUNWAY
ELE
V.
566.0
5
OFF. -
60.0
0
ELE
V.
566.4
8
OFF. -
38.6
0
ELE
V.
566.1
5
OFF. -
60.0
0
ELE
V.
566.7
3
OFF. -
38.6
7
ELE
V.
566.3
1
OFF. -
60.0
0
ELE
V.
566.8
8
OFF. -
38.5
3
ELE
V.
566.6
4
OFF. -
60.0
0
ELE
V.
567.0
8
OFF. -
38.5
5
ELE
V.
566.8
6
OFF. -
60.0
0
ELE
V.
567.2
7
OFF. -
38.6
7
ELE
V.
567.0
3
OFF. -
60.0
0
ELE
V.
567.6
8
OFF. -
38.6
8
ELE
V.
567.2
8
OFF. -
60.0
0
ELE
V.
567.8
7
OFF. -
38.7
1
ELE
V.
567.6
0
OFF. -
60.0
0
ELE
V.
568.0
3
OFF. -
38.6
8
ELE
V.
567.8
3
OFF. -
60.0
0
ELE
V.
568.2
6
OFF. -
38.6
4
ELE
V.
567.8
8
OFF. -
60.0
0
ELE
V.
568.4
9
OFF. -
38.6
1
ELE
V.
568.0
8
OFF. -
60.0
0
ELE
V.
568.5
8
OFF. -
38.6
1
ELE
V.
568.3
6
OFF. -
60.0
0
ELE
V.
568.9
4
OFF. -
38.7
8
ELE
V.
568.5
0
OFF. -
60.0
0
ELE
V.
569.1
2
OFF. -
38.7
9
ELE
V.
568.6
4
OFF. -
60.0
0
ELE
V.
569.3
3
OFF. -
38.5
9
ELE
V.
568.9
6
OFF. -
60.0
0
ELE
V.
569.4
8
OFF. -
38.6
1
ELE
V.
569.1
0
OFF. -
60.0
0
ELE
V.
569.7
0
OFF. -
38.6
5
ELE
V.
569.3
6
OFF. -
60.0
0
ELE
V.
570.1
0
OFF. -
38.6
3
ELE
V.
566.5
5
OFF.
36.7
3
ELE
V.
565.8
9
OFF.
60.0
0
ELE
V.
566.7
8
OFF.
36.7
9
ELE
V.
566.0
8
OFF.
60.0
0
ELE
V.
566.9
8
OFF.
36.7
0
ELE
V.
566.3
9
OFF.
60.0
0
ELE
V.
567.1
7
OFF.
36.5
3
ELE
V.
566.6
7
OFF.
60.0
0
ELE
V.
567.4
0
OFF.
36.6
0
ELE
V.
566.8
1
OFF.
60.0
0
ELE
V.
567.7
8
OFF.
36.6
3
ELE
V.
567.0
6
OFF.
60.0
0
ELE
V.
568.1
0
OFF.
36.5
6
ELE
V.
567.3
3
OFF.
60.0
0
ELE
V.
568.0
5
OFF.
36.6
3
ELE
V.
567.2
9
OFF.
60.0
0
ELE
V.
568.3
5
OFF.
36.7
4
ELE
V.
567.6
8
OFF.
60.0
0
ELE
V.
568.4
8
OFF.
36.7
8
ELE
V.
567.7
3
OFF.
60.0
0
ELE
V.
568.6
1
OFF.
36.7
8
ELE
V.
567.8
8
OFF.
60.0
0
ELE
V.
568.9
2
OFF.
36.7
2
ELE
V.
568.2
8
OFF.
60.0
0
ELE
V.
569.0
9
OFF.
36.6
2
ELE
V.
568.4
2
OFF.
60.0
0
ELE
V.
569.2
6
OFF.
36.6
5
ELE
V.
568.3
7
OFF.
60.0
0
ELE
V.
569.4
1
OFF.
36.4
2
ELE
V.
568.2
1
OFF.
60.0
0
ELE
V.
569.7
6
OFF.
36.6
6
ELE
V.
568.9
4
OFF.
60.0
0
ELE
V.
570.0
7
OFF.
36.5
8
ELE
V.
569.2
7
OFF.
60.0
0
-1.4%
-2.1%
-2.1%
-1.5%
-1.4%
-2.5%
-2.2%
-1.4%
-1.4%
-2.3%
-1.7%
-2.1%
-2.3%
-2.
7%
-1.9%
-2.2%
-2.
9%
-2.3%
-2.5%
-2.0%
-1.6%
-2.0%
-2.6%
-2.8%
-2.7%
-2.3%
-2.7%
-2.6%
-2.2%
-2.3%
-3.3%
-4.5
%
-3.0%
-2.9%
VOLUME CUT = 10.06 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 11.62 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 12.06 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 11.45 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 10.52 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 9.74 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 7.03 CU. YD.VOLUME FILL = 0.01 CU. YD.
VOLUME CUT = 6.53 CU. YD.VOLUME FILL = 0.01 CU. YD.
VOLUME CUT = 6.16 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 5.88 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 5.46 CU. YD.VOLUME FILL = 0.13 CU. YD.
VOLUME CUT = 5.37 CU. YD.VOLUME FILL = 0.13 CU. YD.
VOLUME CUT = 8.51 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 10.28 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 12.40 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 12.76 CU. YD.VOLUME FILL = 0.00 CU. YD.
VOLUME CUT = 10.49 CU. YD.VOLUME FILL = 0.01 CU. YD.
Project No.:
Scale:
Revision:
Drawing No.
Permit/Seal
Dsgn. Chkd. YYYY.MM.DDDwn.
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
opyrights to all designs and dra
win
gs are the pro
perty of Sta
nte
c.
Repro
duction
dra
win
g - a
ny errors or o
missions sh
all be reported to Sta
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
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
OFF. -
38.7
7
ELE
V.
569.8
1
OFF. -
60.0
0
ELE
V.
570.4
2
OFF. -
38.7
4
ELE
V.
570.3
2
OFF.
36.6
0
ELE
V.
569.6
5
OFF.
60.0
0
ELE
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%
VOLUME CUT = 9.18 CU. YD.VOLUME FILL = 0.04 CU. YD.
VOLUME CUT = 7.89 CU. YD.VOLUME FILL = 0.05 CU. YD.
(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
Dsgn. Chkd. YYYY.MM.DDDwn.
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
opyrights to all designs and dra
win
gs are the pro
perty of Sta
nte
c.
Repro
duction
dra
win
g - a
ny errors or o
missions sh
all be reported to Sta
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
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.