L:\PROJECTS\Erie International Airport\0 - ERIE On-call NTP 2015-07-01\156279 - ERI Rehab TW D-RW 2-20-Remove E - 07\3.0 Design\Drawings\Plot
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GENERAL NOTES: 1.THIS PROJECT IS SUBJECT TO ALL INSPECTIONS PROVIDED IN THE CONTRACT THIS PROJECT IS SUBJECT TO ALL INSPECTIONS PROVIDED IN THE CONTRACT DOCUMENTS AND TO INSPECTIONS BY REPRESENTATIVES OF ERAA, FAA, PENNDOT BUREAU OF AVIATION, AND ERIE COUNTY CONSERVATION DISTRICT. 2.ACCESS TO THE SITE - THE CONTRACTOR'S ACCESS POINTS TO THE SITE WILL BE ACCESS TO THE SITE - THE CONTRACTOR'S ACCESS POINTS TO THE SITE WILL BE VERIFIED AT THE PRE-CONSTRUCTION MEETING. PROPOSED ACCESS POINTS TO THE AOA ARE SHOWN ON THE PROJECT LAYOUT PLAN. 3.HAUL ROUTES - LOCATION OF HAUL ROUTES ON THE AIRPORT SITE SHALL BE FURTHER HAUL ROUTES - LOCATION OF HAUL ROUTES ON THE AIRPORT SITE SHALL BE FURTHER DEFINED AT THE PRE-CONSTRUCTION MEETING. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE OFF-SITE HAUL ROUTES (STATE HIGHWAYS, COUNTY ROADS, OR LOCAL ROADS) WITH THE APPROPRIATE OWNER WHO HAS JURISDICTION OVER THE AFFECTED ROUTE. ON-SITE HAUL ROUTES SHALL BE MAINTAINED BY THE CONTRACTOR AND SHALL BE RESTORED TO THE PRE-CONSTRUCTION CONDITION UPON COMPLETION OF USE AS A HAUL ROUTE. THE BEFORE AND AFTER CONDITION OF ON-SITE HAUL ROUTES SHALL BE JOINTLY INSPECTED BY THE CONTRACTOR AND THE ENGINEER PRIOR TO COMMENCING WORK. 4.THE CONTRACTOR'S LAYDOWN AREA, AND STAGING AREA WILL BE VERIFIED AT THE THE CONTRACTOR'S LAYDOWN AREA, AND STAGING AREA WILL BE VERIFIED AT THE PRE-CONSTRUCTION MEETING. PROPOSED LAYDOWN, STAGING AND STOCKPILE AREAS ARE SHOWN ON THE PROJECT LAYOUT PLAN. PROJECT LAYOUT PLAN. . 5.THE EXISTING CONDITIONS SHOWN ON THESE PLANS WERE DEVELOPED FROM RECORD THE EXISTING CONDITIONS SHOWN ON THESE PLANS WERE DEVELOPED FROM RECORD PLANS AND SURVEY DATA AND ARE THE ANTICIPATED CONDITIONS AT THE COMMENCEMENT OF CONSTRUCTION. PRIOR TO BID, THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO BID OF ANY DISCREPANCIES BETWEEN THE BID DOCUMENTS AND THE EXISTING CONDITIONS. 6.THE APPROXIMATE LOCATIONS OF KNOWN AIRPORT UNDERGROUND UTILITIES ARE SHOWN THE APPROXIMATE LOCATIONS OF KNOWN AIRPORT UNDERGROUND UTILITIES ARE SHOWN ON THE PLANS AND ARE NOT WARRANTED TO BE CORRECT. PRIOR TO ANY EXCAVATION THE CONTRACTOR SHALL CALL THE PENNSYLVANIA ONE CALL SYSTEM, INC. AT 811. THE CONTRACTOR MUST VERIFY THE EXACT LOCATION OF UTILITIES PRIOR TO THE START OF CONSTRUCTION. IN THE EVENT THAT THE CONTRACTOR DAMAGES A UTILITY, THE ENGINEER MUST BE NOTIFIED IMMEDIATELY. THE REPAIR MUST BE STARTED IMMEDIATELY AND CONTINUED UNTIL SERVICE HAS BEEN FULLY RESTORED AND THE REPAIRS ARE COMPLETE. ALL SUCH REPAIRS SHALL BE AT THE CONTRACTOR'S EXPENSE AND SHALL BE INSPECTED AND APPROVED BY THE ENGINEER AND THE UTILITY OWNER PRIOR TO BACKFILL BY THE CONTRACTOR. IF REQUIRED BY THE ENGINEER, THE CONTRACTOR SHALL SUPPLY AND INSTALL A CONCRETE MARKER AT ALL APPLICABLE LOCATIONS AT NO ADDITIONAL EXPENSE TO THE OWNER. 7.DURING ALL WORK WITHIN AIRPORT PROPERTY, THE CONTRACTOR SHALL CONTINUOUSLY DURING ALL WORK WITHIN AIRPORT PROPERTY, THE CONTRACTOR SHALL CONTINUOUSLY MONITOR THE AIRCRAFT GROUND TRAFFIC ON GROUND FREQUENCY 121.9 MHZ. THE CONTRACTOR MUST MAINTAIN A SUFFICIENT NUMBER OF AVIATION BAND RADIOS CAPABLE OF TRANSMITTING AND RECEIVING A FREQUENCY OF 121.9 MHZ ON SITE FOR THE WORK EFFORT PERFORMED, AS DETERMINED BY THE ENGINEER. NO WORK MAY BEGIN WITHOUT THE REQUIRED NUMBER OF OPERATIONAL RADIOS ON SITE. 8.THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE ENGINEER, THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE ENGINEER, OTHER CONTRACTORS, AND UTILITY COMPANIES, AT OR IN CLOSE PROXIMITY TO THE SITE. 9.ANY WORK PERFORMED WITHOUT THE KNOWLEDGE AND APPROVAL OF THE ENGINEER IS ANY WORK PERFORMED WITHOUT THE KNOWLEDGE AND APPROVAL OF THE ENGINEER IS SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 10.THE ENGINEER MAY SUSPEND THE WORK BY WRITTEN NOTICE WHEN, IN HIS/HER THE ENGINEER MAY SUSPEND THE WORK BY WRITTEN NOTICE WHEN, IN HIS/HER JUDGMENT, PROGRESS IS UNSATISFACTORY, WORK BEING DONE IS UNAUTHORIZED OR DEFECTIVE, WEATHER CONDITIONS ARE UNSUITABLE, OR THERE IS DANGER TO THE PUBLIC HEALTH OR SAFETY. 11.APPROVAL OF A PORTION OF THE WORK IN PROGRESS DOES NOT GUARANTEE ITS FINAL APPROVAL OF A PORTION OF THE WORK IN PROGRESS DOES NOT GUARANTEE ITS FINAL ACCEPTANCE. TESTING AND EVALUATION MAY CONTINUE UNTIL FINAL ACCEPTANCE OF A COMPLETE WORKABLE UNIT IS PROVIDED IN WRITING. 12.ACCEPTANCE OF COMPLETED WORK WILL NOT BE GIVEN UNTIL DEFECTIVE OR ACCEPTANCE OF COMPLETED WORK WILL NOT BE GIVEN UNTIL DEFECTIVE OR UNAUTHORIZED WORK IS REMOVED AND FINAL CLEAN-UP IS COMPLETE. 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE ADJACENT THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE ADJACENT STREETS AND ROADWAYS AND OF PARTIALLY COMPLETED PORTIONS OF THE WORK UNTIL FINAL ACCEPTANCE OF THE WORK. A VACUUM TRUCK AND OPERATOR SHALL BE ONSITE AT ALL TIMES DURING THE CONTRACTOR WORKING HOURS. 14.PRIOR TO REOPENING TEMPORARILY CLOSED AIRFIELD PAVEMENTS, THE AREA MUST BE PRIOR TO REOPENING TEMPORARILY CLOSED AIRFIELD PAVEMENTS, THE AREA MUST BE THOROUGHLY CLEANED OF ALL DEBRIS AND INSPECTED AND APPROVED BY THE ENGINEER AND AIRPORT PERSONNEL. FOREIGN OBJECT DEBRIS (FOD) IS A SERIOUS SAFETY HAZARD ON THE AIRFIELD. THE CONTRACTOR MUST TAKE ALL NECESSARY PRECAUTIONS TO PREVENT FOD ON THE AIRFIELD. 15.CONTRACTOR'S PERSONNEL SHALL PARK IN DESIGNATED AREAS. CONTRACTOR'S PERSONNEL SHALL PARK IN DESIGNATED AREAS.
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%%uSECTION
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%%uDETAIL
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%%ULIST OF ABBREVIATIONS
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%%ULEGEND:
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IN PAVEMENT TAXIWAY EDGE LIGHT
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RUNWAY CENTERLINE LIGHT
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S
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P
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C
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ELEVATED RUNWAY EDGE LIGHT
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ELEVATED TAXIWAY EDGE LIGHT
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IN PAVEMENT RUNWAY EDGE LIGHT
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ELEVATED RUNWAY GUARD LIGHT
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ELEVATED STOP BAR LIGHT
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TAXIWAY CENTERLINE LIGHT
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POWER CONDUIT
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CONTROL CONDUIT
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ELECTRICAL MANHOLE/HANDHOLE
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AIRFIELD GUIDANCE SIGN
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ABANDONED LIGHT BASE W/COVER
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PAPI LIGHT HOUSING ASSEMBLY
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IN PAVEMENT SURFACE SENSOR
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WIND CONE
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APPROACH LIGHT
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XXXX
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EXISTING MAJOR CONTOUR
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EXISTING MINOR CONTOUR
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EXISTING UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE INFORMATION AND THE LOCATIONS MUST BE CONSIDERED APPROXIMATE. OTHER UTILITIES MAY EXIST WHICH ARE NOT SHOWN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THE PHYSICAL LOCATION OF ALL UTILITY LINES PRIOR TO THE START OF CONSTRUCTION.
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REQUIRES NOTIFICATION TO UTILITY COMPANIES PRIOR TO ANY DIGGING, DRILLING, BLASTING OR EXCAVATING. CONTRACTOR SHALL CONTACT:
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PRIOR TO START OF WORK.
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@AT AT ACEADVANCED CONTROL SYSTEM ADVANCED CONTROL SYSTEM ALSF-2APPROACH LIGHTING SYSTEM WITH APPROACH LIGHTING SYSTEM WITH SEQUENCED FLASHERS AMPAMPRE AMPRE APPROXAPPROXIMATELY APPROXIMATELY ARFFAIRPORT RESCUE AND FIRE FIGHTING AIRPORT RESCUE AND FIRE FIGHTING AWGAMERICAN WIRE GAUGE AMERICAN WIRE GAUGE BASELINE BMPBEST MANAGEMENT PRACTICES BEST MANAGEMENT PRACTICES CENTERLINE CLRCLEAR CLEAR CMPCORRUGATED METAL PIPE CORRUGATED METAL PIPE CVMCONSTANT VOLTAGE MONITOR CONSTANT VOLTAGE MONITOR CYCUBIC YARD CUBIC YARD DIADIAMETER DIAMETER EEASTING EASTING EAEACH EACH ERIERIE INTERNATIONAL AIRPORT ERIE INTERNATIONAL AIRPORT ELELEVATION ELEVATION ELEVELEVATION ELEVATION ERAAERIE REGIONAL AIRPORT AUTHORITY ERIE REGIONAL AIRPORT AUTHORITY FAAFEDERAL AVIATION ADMINISTRATION FEDERAL AVIATION ADMINISTRATION FODFOREIGN OBJECT DEBRIS FOREIGN OBJECT DEBRIS GALGALLON GALLON HDPEHIGH DENSITY POLYETHYLENE HIGH DENSITY POLYETHYLENE HRSHOURS HOURS HzHERTZ HERTZ ININCH INCH INCINCORPORATED INCORPORATED KVKILOVOLT KILOVOLT KWKILOWATT KILOWATT LFLINEAR FOOT (FEET) LINEAR FOOT (FEET) LHALIGHT HOUSE ASSEMBLY LIGHT HOUSE ASSEMBLY LSLUMP SUM LUMP SUM MAXMAXIMUM MAXIMUM MHzMEGAHERTZ MEGAHERTZ MINMINIMUM MINIMUM #NUMBER NUMBER NNORTHING NORTHING NADNORTH AMERICAN DATUM NORTH AMERICAN DATUM NAVDNORTH AMERICAN VERTICAL DATUM NORTH AMERICAN VERTICAL DATUM NONUMBER NUMBER NTSNOT TO SCALE NOT TO SCALE OFFOFFSET OFFSET PAPENNSYLVANIA PENNSYLVANIA PACSPRIMARY AIRPORT CONTROL STATION PRIMARY AIRPORT CONTROL STATION PAPIPRECISION APPROACH PATH INDICATOR PRECISION APPROACH PATH INDICATOR PCCPORTLAND CEMENT CONCRETE PORTLAND CEMENT CONCRETE PCUPAPI CONTROL UNIT PAPI CONTROL UNIT PENNDOTPENNSYLVANIA DEPARTMENT OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION PIPOINT OF INTERSECTION POINT OF INTERSECTION PT POINT OF TANGENCY POINT OF TANGENCY PVCPOLYVINYL CHLORIDE POLYVINYL CHLORIDE PVCPOINT OF VERTICAL CURVE POINT OF VERTICAL CURVE PVIPOINT OF VERTICAL INTERSECTION POINT OF VERTICAL INTERSECTION REILRUNWAY END IDENTIFIER LIGHTS RUNWAY END IDENTIFIER LIGHTS RGSRIGID GALVANIZED STEEL RIGID GALVANIZED STEEL ROFARUNWAY OBJECT FREE AREA RUNWAY OBJECT FREE AREA RPUREMOTE PROCESSING UNIT REMOTE PROCESSING UNIT RSARUNWAY SAFETY AREA RUNWAY SAFETY AREA RTRIGHT RIGHT RVRRUNWAY VISUAL RANGE RUNWAY VISUAL RANGE RWRUNWAY RUNWAY SACSSECONDARY AIRPORT CONTROL STATION SECONDARY AIRPORT CONTROL STATION SY SQUARE YARD SQUARE YARD TDZTOUCHDOWN ZONE TOUCHDOWN ZONE TWTAXIWAY TAXIWAY TYPTYPICAL TYPICAL VVOLT(S) VOLT(S) VCVERTICAL CURVE LENGTHVERTICAL CURVE LENGTH
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TDZ LIGHT
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METHOD OF IDENTIFYING DETAILS AND SECTIONS
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IDENTIFIES DETAIL
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SHEET NUMBER WHERE DETAIL IS REFERENCED
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ADDITIONAL SHEET REFERENCES
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IDENTIFIES SECTION
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INDICATES DIRECTION OF VIEW
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SHEET NUMBER WHERE SECTION IS REFERENCED
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E
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ELECTRICAL MANHOLE/HANDHOLE
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E
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INLET
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M
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STORM MANHOLE
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DUCT MARKER
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D
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2
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G-002
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INDEX OF DRAWINGS, GENERAL NOTES, LEGEND AND ABBREVIATIONS
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TITLE SHEET
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INDEX OF DRAWINGS, GENERAL NOTES, LEGEND AND ABBREVIATIONS
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SUMMARY OF QUANTITIES
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PROJECT LAYOUT PLAN AND HV CONTROL
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G-005
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G-006
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BORING PLAN
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BORING LOGS
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G-101
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CONSTRUCTION PHASING PLAN AND NOTES
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TYPICAL SECTIONS
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10
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C-201
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GEOMETRY AND PAVING PLAN
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DRAWING INDEX
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DRAWING NUMBER
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SHEET NUMBER
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DRAWING TITLE
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PHASING
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GEOMETRY / PAVING / GRADING
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PAVEMENT MARKINGS
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11
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C-301
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PAVEMENT GRADING PLAN & EROSION AND SEDIMENTATION CONTROL
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8 TO 98 TO 9 TO 99
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C-101 TO C-102 TO C-102C-102
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TYPICAL SECTIONS
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12 TO 14 TO 1414
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C-401 TO C-403 TO C-403C-403
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AIRFIELD PAVEMENT MARKING PLAN
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15
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C-451
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PAVEMENT MARKING DETAILS
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%%UPROJECT SERIAL #: 20171590632
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HORIZONTAL
VERTICAL
PROJECT NO: 156279
ERIE
ERIE, PENNSYLVANIA
INTERNATIONAL AIRPORT
RUNWAY 2-20 INTERSECTION WITH
TAXIWAY D PAVEMENT REHABILITAION
FIGURE
XX
SHEET
OF
15
100 AIRSIDE DRIVE
AIRSIDE BUSINESS PARK
MOON TOWNSHIP, PA 15108
TEL: (412) 269-6300
NORTH
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2.91
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L:\PROJECTS\Erie International Airport\0 - ERIE On-call NTP 2015-07-01\156279 - ERI Rehab TW D-RW 2-20-Remove E - 07\3.0 Design\Drawings\Plot
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DMS
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DMS
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3
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G-003
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SUMMARY OF QUANTITIES
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ITEM
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ITEM DESCRIPTION
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UNIT
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QTY
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AS-BUILT
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P-154-5.1
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SUBBASE COURSE
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SY
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P-209-5.1
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CRUSHED AGGREGATE BASE COURSE
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SY
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P-401-8.1
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BITUMINOUS SURFACE COURSE, VARIABLE DEPTH
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TON
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P-401-8.2
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BITUMINOUS SURFACE COURSE, 2-1/2 INCH DEPTH
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TON
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P-620-5.1
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PAVEMENT MARKING, WHITE
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SF
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P-620-5.2
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PAVEMENT MARKING, YELLOW
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SF
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P-620-5.3
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PAVEMENT MARKING, RED
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SF
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P-620-5.4
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PAVEMENT MARKING, BLACK
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SF
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P-620-5.5
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REFLECTIVE MEDIA
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LB
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P-620-5.6
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MARKING REMOVAL
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SF
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MC-003-4.3
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PAVEMENT MILLING, 6-INCH DEPTH
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MC-001-5.1
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MOBILIZATION
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LS
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MC-003-4.1
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PAVEMENT MILLING, 2-INCH DEPTH
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SY
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MC-003-4.2
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PAVEMENT MILLING, 4-INCH DEPTH
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SY
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P-602-5.1
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GAL
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P-603-5.1
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BITUMINOUS TACK COAT
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GAL
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BASE BID
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BITUMINOUS PRIME COAT
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P-401-8.3
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TON
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BITUMINOUS SURFACE COURSE, 2 INCH DEPTH
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P-152-4.1
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UNCLASSIFIED EXCAVATION
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CY
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D-705-5.1
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8" PIPE
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LF
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3,600
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3,600
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900
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600
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15,500
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2,400
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700
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5,600
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1,200
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7,500
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3,600
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2,500
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3,600
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2,100
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500
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3,500
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380
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P-403-8.1
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BITUMINOUS BASE COAT
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TON
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600
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D-705-5.2
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15" PVC PIPE, PERFORATED
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LF
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140
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408-0860-0000
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INLET FILTER BAG
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EA
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SY
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2
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VERTICAL
PROJECT NO: 156279
ERIE
ERIE, PENNSYLVANIA
INTERNATIONAL AIRPORT
RUNWAY 2-20 INTERSECTION WITH
TAXIWAY D PAVEMENT REHABILITAION FIGURE
FIGURE
XX
SHEET
OF
95% SUBMISSION
15
100 AIRSIDE DRIVE
AIRSIDE BUSINESS PARK
MOON TOWNSHIP, PA 15108
TEL: (412) 269-6300
NORTH
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EXISTING TEXT
2.91
REVISION
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VERTICAL
PROJECT NO: 156279
ERIE
ERIE, PENNSYLVANIA
INTERNATIONAL AIRPORT
RUNWAY 2-20 INTERSECTION WITH
TAXIWAY D PAVEMENT REHABILITAION FIGURE
FIGURE
XX
SHEET
OF
95% SUBMISSION
15
100 AIRSIDE DRIVE
AIRSIDE BUSINESS PARK
MOON TOWNSHIP, PA 15108
TEL: (412) 269-6300
NORTH
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LEGEND
LIMIT OF WORK
HAUL ROUTE
CONTRACTOR STAGING AREA
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RUNWAY 6-24
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TW G
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WEST 12TH STREET
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PARKING
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CONCRETE MONUMENT STA A2 (SACS)
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TW G
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TW F
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RUNWAY 2-20
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TW C
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TW A
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TW D
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TW D
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TW A4
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TW A3
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TW A1
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NORTH COAST SOUTH FUEL FARM
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TW E
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TERMINAL APRON
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CONRAIL RAIL ROAD
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NORFOLK SOUTHERN RAIL ROAD
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HANGER
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HANGER
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HANGER
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CONCRETE MONUMENT ARP2 (PACS)
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TW A
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CONCRETE FAA MONUMENT
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CONCRETE MONUMENT PT.F (SACS)
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LIMIT OF WORK
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P1
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P2
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P3
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P4
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P5
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P6
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RUNWAY 2 THRESHOLD
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FBO APRON
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NORTH COAST NORTH FUEL FARM
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WEST 20TH STREET
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RUNWAY 2-20 BASELINE
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RUNWAY 20 THRESHOLD
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TW B
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GATE 4
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ASBURY RD
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CONTRACTOR STAGING AREA
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W 16TH ST
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GRANT AVE
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SHENK AVE
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TW D STA = 103+58.70 RW 2-20 STA = 12+8.36
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4
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G-004
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0
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250
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NORTH
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PROJECT LAYOUT PLAN AND HV CONTROL
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L:\PROJECTS\Erie International Airport\0 - ERIE On-call NTP 2015-07-01\156279 - ERI Rehab TW D-RW 2-20-Remove E - 07\3.0 Design\Drawings\Plot
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NOTES: 1.STATE PLANE COORDINATE HORIZONTAL STATE PLANE COORDINATE HORIZONTAL DATUM IS NAD 83 AND VERTICAL DATUM IS NAVD 88. 2.ALL AOA AND SECURITY GATES MUST BE ALL AOA AND SECURITY GATES MUST BE GUARDED AT ALL TIMES WHEN OPENED. ALL GATES MUST BE CLOSED AND SECURED IMMEDIATELY AFTER VEHICLES ENTER AND EXIT THE GATES. 3.FOR ACCESS TO AND FROM THE AIRFIELD, FOR ACCESS TO AND FROM THE AIRFIELD, THE CONTRACTOR SHALL USE GATE 4. 4.A CONTRACTOR STAGING AREA WILL BE A CONTRACTOR STAGING AREA WILL BE LOCATED ON ERAA PROPERTY ON W 16TH ST. 5.TAXIWAY C INTERSECTION WITH RUNWAY TAXIWAY C INTERSECTION WITH RUNWAY 2-20 SHALL BE CLEANED AND MAINTAINED FREE OF FOD AND FULLY CAPABLE OF ACCOMMODATING AIRCRAFT, IF NECESSARY, AT ALL TIMES. 6.RUNWAY 2-20 WILL BE CLOSED TO RUNWAY 2-20 WILL BE CLOSED TO AIRCRAFT DEPARTURES AND ARRIVALS FOR THE DURATION OF THIS PROJECT. TAXIWAY D WILL BE CLOSED FOR THE DURATION OF THIS PROJECT. TAXIWAY C WILL REMAIN OPEN DURING THE CONSTRUCTION AT ALL TIMES. A FLAGMAN SHALL BE STATIONED AT THIS INTERSECTION DURING WORKING HOURS FOR THE INGRESS AND EGRESS OF CONSTRUCTION VEHICLES.
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HORIZONTAL AND VERTICAL CONTROL TABLE
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POINT
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TYPE
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NORTHING
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EASTING
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ELEVATION
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ARP2 (PACS)
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NGS MONUMENT
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706885.1483'
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1309324.9810'
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728.41'
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STA A2 (SACS)
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NGS MONUMENT
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707900.3900'
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1311868.0200'
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727.59'
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PT.F (SACS)
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NGS MONUMENT
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708916.5756'
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1309590.8270'
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726.82'
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FAA MON
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FAA MONUMENT
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706662.3146'
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1308305.8960'
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729.01'
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SW TH RW 2
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UNKNOWN
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706342.5291'
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1308954.0529'
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730.22'
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NE TH RW 20
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UNKNOWN
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708677.9741'
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1309439.0057'
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726.58'
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TW D 100+00
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UNKNOWN
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706736.4792'
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1308673.9754'
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-
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TD 107+17
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UKNOWN
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706695.3102'
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1309389.8673'
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-
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LIMIT OF WORK POINT TABLE
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POINT
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STATION
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OFFSET
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P-1
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8+00
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100' LT
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P-2
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14+00
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100' LT
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P-3
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14+00
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250' RT
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P-4
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11+00
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250' RT
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P-5
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11+00
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100' RT
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P-6
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8+00
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100' RT
REVISION
DESCRIPTIONDATE BY
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PROJECT NO: 156279
ERIE
ERIE, PENNSYLVANIA
INTERNATIONAL AIRPORT
RUNWAY 2-20 INTERSECTION WITH
TAXIWAY D PAVEMENT REHABILITAION FIGURE
FIGURE
XX
SHEET
OF
95% SUBMISSION
15
100 AIRSIDE DRIVE
AIRSIDE BUSINESS PARK
MOON TOWNSHIP, PA 15108
TEL: (412) 269-6300
NORTH
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2.91
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B-R2
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B-D3
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B-R1
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B-D4-1
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B-D4-2
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5
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G-005
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SCALE IN FEET
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0
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30
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15
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30
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NORTH
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BORING PLAN
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L:\PROJECTS\Erie International Airport\0 - ERIE On-call NTP 2015-07-01\156279 - ERI Rehab TW D-RW 2-20-Remove E - 07\3.0 Design\Drawings\Plot
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BORING LOCATION INFORMATION
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NUMBER
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NORTHING
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EASTING
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B-R1
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706598.4324
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1308935.2606
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B-R2
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706912.3366
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1309004.213
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B-D3
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706710.7852
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1308718.0973
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B-D4-1
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706657.9218
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1309253.1632
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B-D4-2
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706657.9363
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1309251.052
REVISION
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PROJECT NO: 156279
ERIE
ERIE, PENNSYLVANIA
INTERNATIONAL AIRPORT
RUNWAY 2-20 INTERSECTION WITH
TAXIWAY D PAVEMENT REHABILITAION
FIGURE
XX
SHEET
OF
15
100 AIRSIDE DRIVE
AIRSIDE BUSINESS PARK
MOON TOWNSHIP, PA 15108
TEL: (412) 269-6300
NORTH
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BORING NO. B-R1
N: 706598.4324
E: 1308935.2606
ELEV: 729.13
BORING NO. B-R2
N: 706912.3366
E: 1309004.213
ELEV: 728.51
BORING NO. B-D3
N: 706710.7852
E: 1308718.0973
ELEV: 729.65
BORING NO. B-D4-1
N: 706657.9218
E: 1309253.163ELEV: 729.35
BORING NO. B-D4-2
N: 706657.9363
E: 1309251.0523
ELEV: 729.34
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L:\PROJECTS\Erie International Airport\0 - ERIE On-call NTP 2015-07-01\156279 - ERI Rehab TW D-RW 2-20-Remove E - 07\3.0 Design\Drawings\Plot
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6
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G-006
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BORING LOGS
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PROJECT NO: 156279
ERIE
ERIE, PENNSYLVANIA
INTERNATIONAL AIRPORT
RUNWAY 2-20 INTERSECTION WITH
TAXIWAY D PAVEMENT REHABILITAION
FIGURE
XX
SHEET
OF
15
100 AIRSIDE DRIVE
AIRSIDE BUSINESS PARK
MOON TOWNSHIP, PA 15108
TEL: (412) 269-6300
NORTH
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2.91
REVISION
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PROJECT NO: 156279
ERIE
ERIE, PENNSYLVANIA
INTERNATIONAL AIRPORT
RUNWAY 2-20 INTERSECTION WITH
TAXIWAY D PAVEMENT REHABILITAION
FIGURE
XX
SHEET
OF
15
100 AIRSIDE DRIVE
AIRSIDE BUSINESS PARK
MOON TOWNSHIP, PA 15108
TEL: (412) 269-6300
NORTH
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7
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G-101
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CONSTRUCTION PHASING PLAN AND NOTES
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L:\PROJECTS\Erie International Airport\0 - ERIE On-call NTP 2015-07-01\156279 - ERI Rehab TW D-RW 2-20-Remove E - 07\3.0 Design\Drawings\Plot
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L:\PROJECTS\Erie International Airport\0 - ERIE On-call NTP 2015-07-01\156279 - ERI Rehab TW D-RW 2-20-Remove E - 07\3.0 Design\Drawings\Plot
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SCALE IN FEET
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LEGEND: CONTRACTOR STAGING AREA CONTRACTOR HAUL ROAD LOW-PROFILE BARRICADES RUNWAY CLOSURE MARKER (ERAA TO PROVIDE)
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PHASING REQUIREMENTS PHASE 1 - 90 CALENDAR DAYS PHASE 1 INCLUDES ALL WORK ON THE PROJECT AND SHALL BE DIVIDED INTO 4 CONSECUTIVE SUB-PHASES. SUB-PHASE 1A - 30 CALENDAR DAYS SUB-PHASE 1A IS AN ADMINISTRATIVE PHASE AND NO PHYSICAL WORK SHALL BE PERFORMED. THIS SUB-PHASE HAS BEEN ALLOTTED TO ALLOW THE CONTRACTOR TO PREPARE, SUBMIT AND OBTAIN APPROVAL OF THE MIX DESIGNS AND MATERIALS TO BE INCORPORATED INTO THE PROJECT. SUB-PHASE 1B - 20 CALENDAR DAYS SUB-PHASE 1B INCLUDES THE PHYSICAL WORK ON THE PROJECT INCLUDING THE EXCAVATION, BACKFILL, PAVING, MILLING AND TEMPORARY MARKING. RUNWAY 2-20 WILL BE CLOSED TO AIRCRAFT DEPARTURES AND ARRIVALS FOR THE DURATION OF THIS SUB-PHASE. TAXIWAY D WILL BE CLOSED FOR THE DURATION OF THIS SUB-PHASE. TAXIWAY C WILL REMAIN OPEN DURING THE CONSTRUCTION AT ALL TIMES. A FLAGMAN SHALL BE STATIONED AT THIS INTERSECTION DURING WORKING HOURS FOR THE INGRESS AND EGRESS OF CONSTRUCTION VEHICLES. TAXIWAY C INTERSECTION WITH RUNWAY 2-20 SHALL BE CLEANED AND MAINTAINED FREE OF FOD AND FULLY CAPABLE OF ACCOMMODATING AIRCRAFT, IF NECESSARY, AT ALL TIMES. SUB-PHASE 1C - 30 CALENDAR DAYS SUB-PHASE 1C IS NON-WORKING PHASE. THIS SUB-PHASE HAS BEEN ALLOTTED TO ALL FOR THE CURE TIME FOR THE ASPHALT PRIOR TO PERMANENT MARKING BEING APPLIED. SUB-PHASE 1D - 2 CALENDAR DAYS SUB-PHASE 1D INCLUDES THE PERMANENT PARKING ON THE PROJECT. RUNWAY 2-20 WILL BE CLOSED TO AIRCRAFT DEPARTURES AND ARRIVALS FOR THE DURATION OF THIS SUB-PHASE. TAXIWAY D WILL BE CLOSED FOR THE DURATION OF THIS SUB-PHASE. TAXIWAY C WILL REMAIN OPEN EXCEPT WHILE MARKING IN THE INTERSECTION. A FLAGMAN SHALL BE STATIONED AT THIS INTERSECTION DURING WORKING HOURS FOR THE INGRESS AND EGRESS OF CONSTRUCTION VEHICLES. TAXIWAY C INTERSECTION WITH RUNWAY 2-20 SHALL BE CLEANED AND MAINTAINED FREE OF FOD AND FULLY CAPABLE OF ACCOMMODATING AIRCRAFT, IF NECESSARY, AT ALL TIMES.
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C
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C
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NOTES: 1.ERAA TO SUPPLY THE RUNWAY CLOSURE Xs. CONTRACTOR TO OBTAIN FOR ERAA, ERECT ERAA TO SUPPLY THE RUNWAY CLOSURE Xs. CONTRACTOR TO OBTAIN FOR ERAA, ERECT AND MAINTAIN FOR THE CONTRACT DURATION. CONTRACTOR TO RETURN Xs TO ERAA AT END OF PROJECT.
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WEST 12TH STREET
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PARKING
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TERMINAL APRON
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TW F
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TW G
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RUNWAY 6-24
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TW D
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TW C
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TW D
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TW E
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TW B
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RUNWAY DESIGNATION COVER
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NTS
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COV
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G-101
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NOTES: 1.RED BARRICADE LIGHTS SHALL BE SOLAR 360° OMNIDIRECTIONAL. RED BARRICADE LIGHTS SHALL BE SOLAR 360° OMNIDIRECTIONAL. 2.BARRICADES SHALL BE SPACED AT 4' MAX, UNLESS OTHERWISE BARRICADES SHALL BE SPACED AT 4' MAX, UNLESS OTHERWISE INDICATED; OR DIRECTED BY THE ENGINEER. 3.CONTRACTOR SHALL MAINTAIN BARRICADE LIGHTS AT ALL TIMES DURING CONTRACTOR SHALL MAINTAIN BARRICADE LIGHTS AT ALL TIMES DURING CONSTRUCTION. EACH BARRICADE MUST HAVE BOTH LIGHTS OPERATING AT ALL TIMES. 4.BARRICADES SHALL BE HELD IN PLACE BY ENOUGH SANDBAGS TO BARRICADES SHALL BE HELD IN PLACE BY ENOUGH SANDBAGS TO PREVENT MOVEMENT FROM JET BLAST. SANDBAGS SHALL BE EITHER ORANGE OR WHITE.
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HIGH INTENSITY RED FLASHING LIGHT SECURED TO BARRICADE (TWO PER BARRICADE)
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LOW PROFILE BARRICADE
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8'-0"
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BAR
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G-101
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LOW PROFILE BARRICADE DETAIL
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NTS
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INTERNATIONAL ORANGE AND WHITE STRIPES (BOTH SIDES)
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SURFACE OF PAVEMENT/GROUND
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CONTRACTOR STAGING AREA
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RUNWAY DESIGNATION
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5' TYP ALL AROUND
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G-101
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COV
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G-101
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COV
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G-101
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BAR
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BAR
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G-101
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BAR
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BAR
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NOTE: GEOTEXTILE SHALL BE WEIGHTED DOWN TO PREVENT DISLODGEMENT.
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B
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STOP SIGN 48" X 48" ON STAND
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B
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ALL CONSTRUCTION TRAFFIC TO REMAIN ALONG EASTERN EDGE OF EXISTING PAVEMENT
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PROJECT NO: 156279
ERIE
ERIE, PENNSYLVANIA
INTERNATIONAL AIRPORT
RUNWAY 2-20 INTERSECTION WITH
TAXIWAY D PAVEMENT REHABILITAION
FIGURE
XX
SHEET
OF
15
100 AIRSIDE DRIVE
AIRSIDE BUSINESS PARK
MOON TOWNSHIP, PA 15108
TEL: (412) 269-6300
NORTH
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EXISTING TEXT
2.91
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L:\PROJECTS\Erie International Airport\0 - ERIE On-call NTP 2015-07-01\156279 - ERI Rehab TW D-RW 2-20-Remove E - 07\3.0 Design\Drawings\Plot
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TYPICAL SECTIONS
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A
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TYPICAL SECTION STA. 8+14 TO STA. 11+37
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NTS
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RUNWAY 2-20
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B
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TYPICAL SECTION STA. 11+37 TO STA. 13+21
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NTS
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RUNWAY 2-20
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REMOVAL SECTION
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PAVING SECTION
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TACK COAT
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PRIME COAT
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6" DEPTH BITUMINOUS PAVEMENT REMOVAL
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24" DEPTH UNCLASSIFIED EXCAVATION
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SAWCUT AT 75' OFFSET
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SAWCUT AT 75' OFFSET
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LIMIT OF UNCLASSIFIED EXCAVATION
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EDGE OF PAVEMENT
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EXISTING GRADE
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BITUMINOUS TACK COAT
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LIMIT OF MILLING (2" DEPTH) SEE GRADE TABLES
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FINISHED GRADE
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PROJECT NO: 156279
ERIE
ERIE, PENNSYLVANIA
INTERNATIONAL AIRPORT
RUNWAY 2-20 INTERSECTION WITH
TAXIWAY D PAVEMENT REHABILITAION
FIGURE
XX
SHEET
OF
15
100 AIRSIDE DRIVE
AIRSIDE BUSINESS PARK
MOON TOWNSHIP, PA 15108
TEL: (412) 269-6300
NORTH
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EXISTING TEXT
2.91
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L:\PROJECTS\Erie International Airport\0 - ERIE On-call NTP 2015-07-01\156279 - ERI Rehab TW D-RW 2-20-Remove E - 07\3.0 Design\Drawings\Plot
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C
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TYPICAL SECTION STA. 104+58 TO STA. 105+66
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NTS
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TAXIWAY D
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NOTES
CODED NOTES
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NTS
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CA
XXXX
CA
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NTS
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XXX
XXXX
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0510 10
HORIZONTAL
VERTICAL
PROJECT NO: 156279
ERIE
ERIE, PENNSYLVANIA
INTERNATIONAL AIRPORT
RUNWAY 2-20 INTERSECTION WITH
TAXIWAY D PAVEMENT REHABILITAION FIGURE
FIGURE
XX
SHEET
OF
95% SUBMISSION
15
100 AIRSIDE DRIVE
AIRSIDE BUSINESS PARK
MOON TOWNSHIP, PA 15108
TEL: (412) 269-6300
NORTH
PROPOSED TEXT
EXISTING TEXT
2.91
AutoCAD SHX Text
10
AutoCAD SHX Text
C-201
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
0
AutoCAD SHX Text
30
AutoCAD SHX Text
15
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30
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NORTH
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GEOMETRY AND PAVING PLAN
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6/2017
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L:\PROJECTS\Erie International Airport\0 - ERIE On-call NTP 2015-07-01\156279 - ERI Rehab TW D-RW 2-20-Remove E - 07\3.0 Design\Drawings\Plot
AutoCAD SHX Text
6/2017
AutoCAD SHX Text
6/2017
AutoCAD SHX Text
DMS
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DMS
AutoCAD SHX Text
6/2017
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LJA
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LJA
AutoCAD SHX Text
POINT
AutoCAD SHX Text
STATION
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OFFSET
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1
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13+21.16
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-75.00
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2
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13+21.16
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130.66
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3
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13+80.38
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R=66.90
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4
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13+21.16
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192.93
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5
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11+64.53
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215.78
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6
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11+48.32
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122.40
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7
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10+89.59
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R=60.00
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8
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10+88.15
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75.00
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9
AutoCAD SHX Text
9+73.28
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75.00
AutoCAD SHX Text
10
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8+14.26
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-75.00
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A
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A
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B
AutoCAD SHX Text
C-101
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B
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C
AutoCAD SHX Text
C-102
AutoCAD SHX Text
C
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C-102
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C-101
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C-101
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C-101
REVISION
DESCRIPTIONDATE BY
PROJECT TITLE
CONFORMED
PROJECT TITLE
PROJECT TITLE
1
1
1
1
1
XXXXX
XXXXX XXXXX
DRAWING TITLE
DRAWING TITLE
DRAWING TITLE
DESIGNED
DRAWN
CHECKED
APPROVED
DATE
DATE
DATE
DATE DATE: JUNE 2017
PROJECT NO:
PROJECT NO: DATE:
OF
X
X
SHEET
OF
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CA
XXXX
CA
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NTS
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XXXX
XXX
XXXX
02550 50
0510 10
HORIZONTAL
VERTICAL
PROJECT NO: 156279
ERIE
ERIE, PENNSYLVANIA
INTERNATIONAL AIRPORT
RUNWAY 2-20 INTERSECTION WITH
TAXIWAY D PAVEMENT REHABILITAION FIGURE
FIGURE
XX
SHEET
OF
95% SUBMISSION
15
100 AIRSIDE DRIVE
AIRSIDE BUSINESS PARK
MOON TOWNSHIP, PA 15108
TEL: (412) 269-6300
NORTH
PROPOSED TEXT
EXISTING TEXT
2.91
INSTALLATION
DETAIL
ISOMETRIC VIEW
FILTER BAG
AutoCAD SHX Text
729.00
AutoCAD SHX Text
728.60
AutoCAD SHX Text
728.80
AutoCAD SHX Text
729.20
AutoCAD SHX Text
729.20
AutoCAD SHX Text
729.40
AutoCAD SHX Text
729.00
AutoCAD SHX Text
728.80
AutoCAD SHX Text
729.00
AutoCAD SHX Text
728.80
AutoCAD SHX Text
729.20
AutoCAD SHX Text
729.20
AutoCAD SHX Text
729.40
AutoCAD SHX Text
729.40
AutoCAD SHX Text
729.60
AutoCAD SHX Text
729.60
AutoCAD SHX Text
730.00
AutoCAD SHX Text
729.20
AutoCAD SHX Text
729.40
AutoCAD SHX Text
729.60
AutoCAD SHX Text
729.80
AutoCAD SHX Text
11
AutoCAD SHX Text
C-301
AutoCAD SHX Text
REPLACE EXISTING VC PIPE WITH PVC PIPE. SEE NOTE 1.
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NOTES: 1.WHEN EXISTING DRAINAGE PIPE IS WHEN EXISTING DRAINAGE PIPE IS EXPOSED IT SHALL BE REVIEWED WITH THE ENGINEER TO DETERMINE RECONNECTION. EXISTING PIPE DEPTH IS UNKNOWN. PIPES ARE TO BE RECONNECTED WITH 8" OR 15" PIPE PER ITEM D-705.
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SCALE IN FEET
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0
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30
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15
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30
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NORTH
AutoCAD SHX Text
PAVEMENT GRADING PLAN & EROSION AND SEDIMENTATION CONTROL
AutoCAD SHX Text
6/2017
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L:\PROJECTS\Erie International Airport\0 - ERIE On-call NTP 2015-07-01\156279 - ERI Rehab TW D-RW 2-20-Remove E - 07\3.0 Design\Drawings\Plot
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6/2017
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6/2017
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DMS
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DMS
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6/2017
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LJA
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LJA
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INLET GRATE
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2" X 2" X 3/4" RUBBER BLOCK (TYP)
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1/4" NYLON ROPE EXPANSION RESTRAINT
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1" REBAR FOR BAG REMOVAL FROM INLET
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MAXIMUM DRAINAGE AREA = ACRE. 12ACRE.
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2' - 0"
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4'-0"
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3'-0"
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IP
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C-301
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INLET PROTECTION
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NTS
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LEGEND: EXISTING VC PIPE TO BE REPLACED WITH PVC PIPE. (EXISTING VC PIPE IS 8" UNLESS OTHERWISE NOTED)
AutoCAD SHX Text
IP
AutoCAD SHX Text
C-301
AutoCAD SHX Text
C-301
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IP
AutoCAD SHX Text
EXISTING 15" VC PIPE
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EXISTING 15" VC PIPE
REVISION
DESCRIPTIONDATE BY
PROJECT TITLE
CONFORMED
PROJECT TITLE
PROJECT TITLE
1
1
1
1
1
XXXXX
XXXXX XXXXX
DRAWING TITLE
DRAWING TITLE
DRAWING TITLE
DESIGNED
DRAWN
CHECKED
APPROVED
DATE
DATE
DATE
DATE DATE: JUNE 2017
PROJECT NO:
PROJECT NO: DATE:
OF
X
X
SHEET
OF
NOTES
CODED NOTES
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XXXX
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NTS
XXXX
CA
XXXX
CA
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NTS
XXX
XXXX
XXX
XXXX
02550 50
0510 10
HORIZONTAL
VERTICAL
PROJECT NO: 156279
ERIE
ERIE, PENNSYLVANIA
INTERNATIONAL AIRPORT
RUNWAY 2-20 INTERSECTION WITH
TAXIWAY D PAVEMENT REHABILITAION FIGURE
FIGURE
XX
SHEET
OF
95% SUBMISSION
15
100 AIRSIDE DRIVE
AIRSIDE BUSINESS PARK
MOON TOWNSHIP, PA 15108
TEL: (412) 269-6300
NORTH
PROPOSED TEXT
EXISTING TEXT
2.91
MARKING POINT TABLE
AutoCAD SHX Text
5.75'
AutoCAD SHX Text
11.50'
AutoCAD SHX Text
5.75'
AutoCAD SHX Text
12
AutoCAD SHX Text
C-401
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
AIRFIELD PAVEMENT MARKING PLAN
AutoCAD SHX Text
6/2017
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L:\PROJECTS\Erie International Airport\0 - ERIE On-call NTP 2015-07-01\156279 - ERI Rehab TW D-RW 2-20-Remove E - 07\3.0 Design\Drawings\Plot
AutoCAD SHX Text
6/2017
AutoCAD SHX Text
6/2017
AutoCAD SHX Text
DMS
AutoCAD SHX Text
DMS
AutoCAD SHX Text
6/2017
AutoCAD SHX Text
LJA
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LJA
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KEYMAP
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MATCHLINE - SEE SHEET C-402C-402
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RUNWAY 2-20
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SCALE IN FEET
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0
AutoCAD SHX Text
50
AutoCAD SHX Text
25
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50
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NOTES: 1.ALL MARKING TO HAVE A 6" BLACK ALL MARKING TO HAVE A 6" BLACK OUTLINE ALL AROUND. 2.ALL DIMENSIONS EXCLUSIVE OF BLACK ALL DIMENSIONS EXCLUSIVE OF BLACK OUTLINE. 3.TEMPORARY MARKINGS SHALL CONSIST TEMPORARY MARKINGS SHALL CONSIST OF RUNWAY CENTERLINE, RUNWAY DESIGNATIONS, THRESHOLD MARKINGS, TAXIWAY CENTERLINES AND LEAD-INS, AND HOLD BARS ONLY. BLACK OUTLINES ARE NOT REQUIRED FOR TEMPORARY MARKINGS. 4.CONTRACTOR TO SURVEY EXISTING CONTRACTOR TO SURVEY EXISTING MARKINGS PRIOR TO REMOVAL/DEMOLITION FOR REMARKING PURPOSES.
AutoCAD SHX Text
C-451
AutoCAD SHX Text
DES
AutoCAD SHX Text
SPS
AutoCAD SHX Text
C-451
AutoCAD SHX Text
HS
AutoCAD SHX Text
C-451
AutoCAD SHX Text
TIN
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C-451
AutoCAD SHX Text
(TYP)
AutoCAD SHX Text
RWCL
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C-451
AutoCAD SHX Text
(TYP)
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TWCL
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C-451
AutoCAD SHX Text
(TYP)
AutoCAD SHX Text
(TYP)
AutoCAD SHX Text
(TYP)
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RUNWAY 2-20 BASELINE
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P2.1
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5.8' LT
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PT
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P2.2
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10+67.5
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125.0' LT
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R=123.0'
AutoCAD SHX Text
P2.3
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11+90.5
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123.9' LT
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PT
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P2.4
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11+90.4
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124.3' LT
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PT
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P2.5
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13+39.8
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157.2' LT
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R=153.0'
AutoCAD SHX Text
P2.6
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13+33.0
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4.3' LT
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PT
AutoCAD SHX Text
P2.7
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13+33.6
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4.2' RT
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PT
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P2.8
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13+49.5
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125.1' RT
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R=122.0'
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P2.9
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12+27.5
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125.5' RT
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PT
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P2.10
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10+31.1
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148.9' RT
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PT
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P2.11
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13+11.3
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131.5' RT
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R=82.0'
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P2.12
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12+58.5
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194.3' RT
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PT
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P2.13
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10+84.1
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147.2' RT
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R=145.0'
AutoCAD SHX Text
P2.14
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10+98.1
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2.8' RT
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PT
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P2.15
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12+12.9
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26.8' RT
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PT
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POINT NUMBER
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STATION
AutoCAD SHX Text
OFFSET
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DESCRIPTION
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10+97.9
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P2.16
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12+83.7
AutoCAD SHX Text
22.1' RT
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R=71.0'
AutoCAD SHX Text
P2.17
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12+29.8
AutoCAD SHX Text
24.2' LT
AutoCAD SHX Text
PT
REVISION
DESCRIPTIONDATE BY
PROJECT TITLE
CONFORMED
PROJECT TITLE
PROJECT TITLE
1
1
1
1
1
XXXXX
XXXXX XXXXX
DRAWING TITLE
DRAWING TITLE
DRAWING TITLE
DESIGNED
DRAWN
CHECKED
APPROVED
DATE
DATE
DATE
DATE DATE: JUNE 2017
PROJECT NO:
PROJECT NO: DATE:
OF
X
X
SHEET
OF
NOTES
CODED NOTES
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NTS
XXXX
CA
XXXX
CA
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NTS
XXX
XXXX
XXX
XXXX
02550 50
0510 10
HORIZONTAL
VERTICAL
PROJECT NO: 156279
ERIE
ERIE, PENNSYLVANIA
INTERNATIONAL AIRPORT
RUNWAY 2-20 INTERSECTION WITH
TAXIWAY D PAVEMENT REHABILITAION FIGURE
FIGURE
XX
SHEET
OF
95% SUBMISSION
15
100 AIRSIDE DRIVE
AIRSIDE BUSINESS PARK
MOON TOWNSHIP, PA 15108
TEL: (412) 269-6300
NORTH
PROPOSED TEXT
EXISTING TEXT
2.91
AutoCAD SHX Text
13
AutoCAD SHX Text
C-402
AutoCAD SHX Text
MATCHLINE - SEE SHEET C-403C-403
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
AIRFIELD PAVEMENT MARKING PLAN
AutoCAD SHX Text
6/2017
AutoCAD SHX Text
L:\PROJECTS\Erie International Airport\0 - ERIE On-call NTP 2015-07-01\156279 - ERI Rehab TW D-RW 2-20-Remove E - 07\3.0 Design\Drawings\Plot
AutoCAD SHX Text
6/2017
AutoCAD SHX Text
6/2017
AutoCAD SHX Text
DMS
AutoCAD SHX Text
DMS
AutoCAD SHX Text
6/2017
AutoCAD SHX Text
LJA
AutoCAD SHX Text
LJA
AutoCAD SHX Text
KEYMAP
AutoCAD SHX Text
MATCHLINE - SEE SHEET C-401C-401
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SCALE IN FEET
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0
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50
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25
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50
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RUNWAY 2-20 BASELINE
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RUNWAY 2-20
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NOTES: 1.ALL MARKING TO HAVE A 6" BLACK ALL MARKING TO HAVE A 6" BLACK OUTLINE ALL AROUND. 2.ALL DIMENSIONS EXCLUSIVE OF BLACK ALL DIMENSIONS EXCLUSIVE OF BLACK OUTLINE. 3.TEMPORARY MARKINGS SHALL CONSIST TEMPORARY MARKINGS SHALL CONSIST OF RUNWAY CENTERLINE, RUNWAY DESIGNATIONS, THRESHOLD MARKINGS, TAXIWAY CENTERLINES AND LEAD-INS, AND HOLD BARS ONLY. BLACK OUTLINES ARE NOT REQUIRED FOR TEMPORARY MARKINGS. 4.CONTRACTOR TO SURVEY EXISTING CONTRACTOR TO SURVEY EXISTING MARKINGS PRIOR TO REMOVAL/DEMOLITION FOR REMARKING PURPOSES.
AutoCAD SHX Text
RWCL
AutoCAD SHX Text
C-451
AutoCAD SHX Text
(TYP)
REVISION
DESCRIPTIONDATE BY
PROJECT TITLE
CONFORMED
PROJECT TITLE
PROJECT TITLE
1
1
1
1
1
XXXXX
XXXXX XXXXX
DRAWING TITLE
DRAWING TITLE
DRAWING TITLE
DESIGNED
DRAWN
CHECKED
APPROVED
DATE
DATE
DATE
DATE DATE: JUNE 2017
PROJECT NO:
PROJECT NO: DATE:
OF
X
X
SHEET
OF
NOTES
CODED NOTES
COPY THIS FOR TITLE TEXT
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050 25 50
XXX
XXXX
DETAIL TITLE
NTS
XXXX
CA
XXXX
CA
DETAIL TITLE
NTS
XXX
XXXX
XXX
XXXX
02550 50
0510 10
HORIZONTAL
VERTICAL
PROJECT NO: 156279
ERIE
ERIE, PENNSYLVANIA
INTERNATIONAL AIRPORT
RUNWAY 2-20 INTERSECTION WITH
TAXIWAY D PAVEMENT REHABILITAION FIGURE
FIGURE
XX
SHEET
OF
95% SUBMISSION
15
100 AIRSIDE DRIVE
AIRSIDE BUSINESS PARK
MOON TOWNSHIP, PA 15108
TEL: (412) 269-6300
NORTH
PROPOSED TEXT
EXISTING TEXT
2.91
AutoCAD SHX Text
14
AutoCAD SHX Text
C-403
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
AIRFIELD PAVEMENT MARKING PLAN
AutoCAD SHX Text
6/2017
AutoCAD SHX Text
L:\PROJECTS\Erie International Airport\0 - ERIE On-call NTP 2015-07-01\156279 - ERI Rehab TW D-RW 2-20-Remove E - 07\3.0 Design\Drawings\Plot
AutoCAD SHX Text
6/2017
AutoCAD SHX Text
6/2017
AutoCAD SHX Text
DMS
AutoCAD SHX Text
DMS
AutoCAD SHX Text
6/2017
AutoCAD SHX Text
LJA
AutoCAD SHX Text
LJA
AutoCAD SHX Text
KEYMAP
AutoCAD SHX Text
MATCHLINE - SEE SHEET C-402C-402
AutoCAD SHX Text
RUNWAY 2-20
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SCALE IN FEET
AutoCAD SHX Text
0
AutoCAD SHX Text
50
AutoCAD SHX Text
25
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50
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NOTES: 1.ALL MARKING TO HAVE A 6" BLACK ALL MARKING TO HAVE A 6" BLACK OUTLINE ALL AROUND. 2.ALL DIMENSIONS EXCLUSIVE OF BLACK ALL DIMENSIONS EXCLUSIVE OF BLACK OUTLINE. 3.TEMPORARY MARKINGS SHALL CONSIST TEMPORARY MARKINGS SHALL CONSIST OF RUNWAY CENTERLINE, RUNWAY DESIGNATIONS, THRESHOLD MARKINGS, TAXIWAY CENTERLINES AND LEAD-INS, AND HOLD BARS ONLY. BLACK OUTLINES ARE NOT REQUIRED FOR TEMPORARY MARKINGS. 4.CONTRACTOR TO SURVEY EXISTING CONTRACTOR TO SURVEY EXISTING MARKINGS PRIOR TO REMOVAL/DEMOLITION FOR REMARKING PURPOSES.
AutoCAD SHX Text
RUNWAY 2-20 BASELINE
AutoCAD SHX Text
RWCL
AutoCAD SHX Text
C-451
AutoCAD SHX Text
(TYP)
REVISION
DESCRIPTIONDATE BY
PROJECT TITLE
CONFORMED
PROJECT TITLE
PROJECT TITLE
1
1
1
1
1
XXXXX
XXXXX XXXXX
DRAWING TITLE
DRAWING TITLE
DRAWING TITLE
DESIGNED
DRAWN
CHECKED
APPROVED
DATE
DATE
DATE
DATE DATE: JUNE 2017
PROJECT NO:
PROJECT NO: DATE:
OF
X
X
SHEET
OF
NOTES
CODED NOTES
COPY THIS FOR TITLE TEXT
ITEMS TO COPY TO BORDER
SCALE IN FEET
050 25 50
XXX
XXXX
DETAIL TITLE
NTS
XXXX
CA
XXXX
CA
DETAIL TITLE
NTS
XXX
XXXX
XXX
XXXX
02550 50
0510 10
HORIZONTAL
VERTICAL
PROJECT NO: 156279
ERIE
ERIE, PENNSYLVANIA
INTERNATIONAL AIRPORT
RUNWAY 2-20 INTERSECTION WITH
TAXIWAY D PAVEMENT REHABILITAION
FIGURE
XX
SHEET
OF
15
100 AIRSIDE DRIVE
AIRSIDE BUSINESS PARK
MOON TOWNSHIP, PA 15108
TEL: (412) 269-6300
NORTH
PROPOSED TEXT
EXISTING TEXT
2.91
ED
GE
O
F T
AX
IW
AY
7'
ED
GE
O
F T
AX
IW
AY
6"-1
2"
3"
TY
P
TY
P
3"
RUNWAY CENTERLINE (WHITE)
TAXIWAY CENTERLINE (YELLOW)
TAXIWAY CENTERLINE LEAD-IN (YELLOW)
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6/2017
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L:\PROJECTS\Erie International Airport\0 - ERIE On-call NTP 2015-07-01\156279 - ERI Rehab TW D-RW 2-20-Remove E - 07\3.0 Design\Drawings\Plot
AutoCAD SHX Text
6/2017
AutoCAD SHX Text
6/2017
AutoCAD SHX Text
DMS
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DMS
AutoCAD SHX Text
6/2017
AutoCAD SHX Text
LJA
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LJA
AutoCAD SHX Text
15
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C-451
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PAVEMENT MARKING DETAILS
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DES
AutoCAD SHX Text
RUNWAY DESIGNATION NUMERALS (WHITE)
AutoCAD SHX Text
NTS
AutoCAD SHX Text
HS
AutoCAD SHX Text
HOLDBAR MARKING WITH SURFACE SIGNS
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NTS
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NOTE: 1.CENTER RUNWAY DESIGNATION ON RUNWAY CENTERLINECENTER RUNWAY DESIGNATION ON RUNWAY CENTERLINE
AutoCAD SHX Text
RUNWAY
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3' TYP
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3' TYP
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4 LINES AND
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3 SPACES AT 1.0'
AutoCAD SHX Text
EACH - PAINT
AutoCAD SHX Text
REFLECTIVE YELLOW
AutoCAD SHX Text
3' TYP
AutoCAD SHX Text
TAXIWAY EDGELINES DO NOT OVERLAP BLACK OUTLINE PAINT
AutoCAD SHX Text
SURFACE PAINTED HOLDING POSITION SIGNS SEE DETAIL THIS SHEET
AutoCAD SHX Text
15"
AutoCAD SHX Text
15"
AutoCAD SHX Text
9' (TYP.)
AutoCAD SHX Text
15"
AutoCAD SHX Text
15"
AutoCAD SHX Text
15"
AutoCAD SHX Text
15"
AutoCAD SHX Text
9' (TYP.)
AutoCAD SHX Text
NOTES: 1.SURFACE TAXIWAY HOLDING POSITION SIGN SHALL BE SURFACE TAXIWAY HOLDING POSITION SIGN SHALL BE WHITE PAINTED TEXT ON A RED PAINTED BACKGROUND. 2.ALL TEXT TO BE IN ACCORDANCE WITH FAA ADVISORY ALL TEXT TO BE IN ACCORDANCE WITH FAA ADVISORY CIRCULAR NO. AC 150/5340-1K
AutoCAD SHX Text
6" WIDE BLACK PAINTED BORDER ALL AROUND
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3' TO C OF CENTER STRIPE
AutoCAD SHX Text
2'
AutoCAD SHX Text
L
AutoCAD SHX Text
15"
AutoCAD SHX Text
SPS
AutoCAD SHX Text
HOLDING POSITION SIGNS DETAIL
AutoCAD SHX Text
NTS
AutoCAD SHX Text
RWCL
AutoCAD SHX Text
NTS
AutoCAD SHX Text
1.5'
AutoCAD SHX Text
RUNWAY
AutoCAD SHX Text
TWCL
AutoCAD SHX Text
NTS
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NOTE: 1.RUNWAY MARKINGS TAKE PRECEDENCE OVER TAXIWAY CENTERLINES.RUNWAY MARKINGS TAKE PRECEDENCE OVER TAXIWAY CENTERLINES.
