Attachment 3 ZQEL 24-0003 FULL SET Drawings.pdf
PDF 3 MB Posted
- Attached to
- ZQEL 24-0003 APRON STRIPING AND MARKINGS
- Solicitation number
- FA665624B0004
About this file
This document contains the drawings and specifications for the Apron Striping and Markings project (ZQEL 24-0003) at the Youngstown Air Reserve Station in Vienna, Ohio. The project consists of removing existing paint striping and repainting all controlled and non-controlled apron markings, including taxiway lines, security lines, parking spots, and other airfield markings as specified and shown on the drawings. The project is a 100% HUBZone small business set-aside with an estimated value between $250,000 and $500,000. The contract performance period is 90 calendar days. Offers are due on or about August 27, 2024 at 10:00am EDT. The project will be awarded as a firm-fixed price contract. Interested vendors should register on the Interested Vendors List on SAM.gov.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Solicitation Amendment FA665624B00040003 SF 30.pdf | ||
| Rendering -1.pdf | ||
| Questions and Answers-RFI 3.docx | DOCX document | |
| Bid Opening Base Access Requirements ZQEL 24-0003.docx | DOCX document | |
| A16 Site visit AGENDA - 8.13.24.docx | DOCX document | |
| Questions and Answers-RFI 2.docx | DOCX document | |
| Attachment 2 24-0003 Bid Specifications Corrected.pdf | ||
| Solicitation Amendment FA665624B00040002 SF 30.pdf | ||
| Questions and Answers-RFI I.docx | DOCX document | |
| Solicitation Amendment FA665624B00040001 SF 30 (1).pdf | ||
| Attachment 1-Construction Wage General Decision Number OH20240001 07-05-2024.pdf | ||
| Attachment 4 Responsibility Questionnaire ZQEL 24-0003.docx | DOCX document | |
| Attachment 2 ZQEL 24-0003 Bid Specifications.pdf | ||
| Attachment 5 Question Submission Form ZQEL 24-0003.docx | DOCX document | |
| Solicitation - FA665624B0004 (1).pdf | ||
| A9 Solicitation.docx | DOCX document | |
| Attachment 6 Base Access Requirements ZQEL 24-0003.docx | DOCX document |
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Text version
B217
B42
B30
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B126
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B113
B21
B30
B30
B112
B111
B10
B10
B10
B100
B20
B208
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B30
B308B31
B51
B29
B50
B203
B30
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B400
CLASS A FENCE
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GOV'T. PROPERTY LINE
B20
F90
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PL
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DEPARTMENT OF THE AIR FORCE REV
DATE:
DESIGN
BY:
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DATE:
GROSS
SQ. FT.:
YOUNGSTOWN AIR
RESERVE STATION
VIENNA, OHIO
th
SCALE:
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SHEET NUMBER:
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PAGE NUMBER:
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D.J. CUTRER
05/05/2024DEPARTMENT OF THE AIR FORCE REV
DATE:
DESIGN
BY:
CONST.
DATE:
GROSS
SQ. FT.:
YOUNGSTOWN AIR
RESERVE STATION
VIENNA, OHIO
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SCALE:
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SHEET NUMBER:
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PAGE NUMBER:
AIRCRAFT CONTROLLED MOVEMENT AREA
TITLE SHEET
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SR 44
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US 224
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WARREN
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YOUNGSTOWN
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KING GRAVES RD.
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PENNSYLVANIA
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OHIO
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YOUNGSTOWN AIR BASE
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SITE LOCATION
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KING GRAVES RD.
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SITE LOCATION
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BUILDING. 510
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BASE CIVIL ENGINEER
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BUILDING. 510
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BASE CIVIL ENGINEER
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BUILDING. 504
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BASE CONTRACTING OFFICE
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MAIN GATE
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SIGN
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BUILDING NORTH
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TRUE NORTH
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AIRCRAFT APRON
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FIRE TRAINING FACILITY
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POND
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CAMP ROAD
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YOUNGSTOWN AIR RESERVE STATION
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3976 KING GRAVES ROAD
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VIENNA, OHIO 44473
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YOUNGSTOWN WARREN REGIONAL AIRPORT, ARS
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AIR FORCE RESERVE COMMAND HEADQUARTERS
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%%ULOCATION MAP
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%%UDRAWING INDEX
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DWG SHEET NO: SHEET TITLE
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STRIPING GENERAL NOTES
AutoCAD SHX Text ALL WORK WILL BE IN COMPLIANCE WITH ALL FAA REGULATIONS AND OHIO DEPARTMENT OF TRANSPORTATION CONSTRUCTION MATERIALS AND SPECIFICATIONS 2023. ITEM 640 PAVEMENT MARKINGS. FAA REGULATIONS WILL SUPERCEDE ALL OTHERS AS WILL UFC 3.260-04, Dated:16 May 2018.
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OF
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YOUNGSTOWN AIR RESERVE STATION
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3976 KING GRAVES ROAD
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VIENNA, OHIO 44473
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YOUNGSTOWN WARREN REGIONAL AIRPORT, ARS
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SUSTAIN APRON RE-STRIPING & TIEDOWNS PROJECT ZQEL 24-0003
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AIR FORCE RESERVE COMMAND HEADQUARTERS
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%%ULOCATION MAP
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%%UVICINITY MAP
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%%UDRAWING INDEX
AutoCAD SHX Text 1 of 12 G1 TITLE SHEET & GENERAL NOTES TITLE SHEET & GENERAL NOTES 2 of 12 G2 AIRFIELD GENERAL NOTES AIRFIELD GENERAL NOTES 3 of 12 G3 AIRFIELD GENERAL NOTES AIRFIELD GENERAL NOTES 4 of 12 G4 PHASING PAN & HAUL ROUTE TO STAGING G4 PHASING PAN & HAUL ROUTE TO STAGING PHASING PAN & HAUL ROUTE TO STAGING 5 of 12 C1 APRON STRIPING SPOT 1A-1F TO SPOT 5 APRON STRIPING SPOT 1A-1F TO SPOT 5 6 of 12 C2 APRON STRIPING SPOT 5 TO CHARLIE TAXIWAY APRON STRIPING SPOT 5 TO CHARLIE TAXIWAY 7 of 12 C3 APRON STRIPING CHARLIE TAXIWAY TO SPOT 13 APRON STRIPING CHARLIE TAXIWAY TO SPOT 13 8 of 12 C4 APRON STRIPING-SPOT 14 TO SPOT 15, QUANTITIES C4 APRON STRIPING-SPOT 14 TO SPOT 15, QUANTITIES APRON STRIPING-SPOT 14 TO SPOT 15, QUANTITIES 9 of 12 C5 NON-CONTROLLED APRON BLDG 308 TO MATCHLINE AA NON-CONTROLLED APRON BLDG 308 TO MATCHLINE AA 10 of 12 C6 NON-CONTROLLED APRON MATCHLINE AA TO BB NON-CONTROLLED APRON MATCHLINE AA TO BB 11 of 12 C7 NON-CONTROLLED APRON MATCHLINE BB TO BLDG 400 NON-CONTROLLED APRON MATCHLINE BB TO BLDG 400 12 of 12 C8 NON-CONTROLLED APRON QUANTITIES
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DWG SHEET NO: SHEET TITLE
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OF
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GOVERNMENT SIGNATURE BLOCK
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REVIEWED BY:
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PROJECT ENGINEER
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DATE
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CHIEF, DESIGN BRANCH
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DATE
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APPROVED BY:
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CHIEF, ENGINEERING DIVISION
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DATE
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REVIEW SIGNATURE BLOCK
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COMMUNICATIONS SYSTEMS - EDWARD S. BURNS
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DATE
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SAFETY - LT COL FRANK A. GALATI
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DATE
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MAINTENANCE-FLIGHTLINE - SMSGT JEROME FABIAN
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DATE
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FIRE PROTECTION - JOHN P. LEWIS
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SECURITY POLICE - TSGT ZACHARY A. LINDQUIST
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DATE
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DATE
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BASE OPERATIONS - PETER C. HAHN
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DATE
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ANTI-TERRORISM OFFICER - THOEDORE A. PIFER
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DATE
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PROJECT NOTE:
AutoCAD SHX Text CONTRACTOR TO REMOVE ALL AIRCRAFT TAXIWAY LINES, SECURITY LINES, NOSE WHEEL PARKING SPOTS, PARKING SPOT NUMBERS, ENTRY CONTROL PONTS, GENERATOR & FIRE EXTINGUISHER MARKINGS, STOP BARS, MPH MARKINGS, MOVEMENT CONTROL LINES, ETC. WITHIN THE CONTROLLED AND NON-CONTROLLED AREAS. RE-STRIPING PER THESE PLANS.
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THERE ARE NO TIEDOWNS BEING INSTALLED AS PART OF THIS PROJECT.
N/A
YYYY
D.J. CUTRER
DEPARTMENT OF THE AIR FORCE
REV
DATE:
DESIGN
BY:
CONST.
DATE:
GROSS
SQ. FT.:
YOUNGSTOWN AIR
RESERVE STATION
VIENNA, OHIO
SCALE:
BUILDING NUMBER:
SHEET NUMBER:
PAGE NUMBER:
N/A
YYYY
D.J. CUTRER
05/05/2024
DEPARTMENT OF THE AIR FORCE
REV
DATE:
DESIGN
BY:
CONST.
DATE:
GROSS
SQ. FT.:
YOUNGSTOWN AIR
RESERVE STATION
VIENNA, OHIO
N.T.S.
APRON
SCALE:
BUILDING NUMBER:
SHEET NUMBER:
G2
PAGE NUMBER:
AIRCRAFT CONTROLLED MOVEMENT AREA
AIRFIELD GENERAL NOTES
AutoCAD SHX Text %%uCONTRACTOR'S SAFETY REQUIREMENTS:
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AT THEIR EXPENSE.
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REPAIRED AND PUT BACK INTO WORKING ORDER BY THE CONTRACTOR
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ANY UTILITIES DAMAGED OR BROKEN BY THE CONTRACTOR WILL BE
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OHIO UTILITIES PROTECTION SERVICE
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CALL TOLL FREE 800-362-2764
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BEFORE YOU DIG
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2 WORKING DAYS
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UNDERGROUND UTILITIES
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WITHIN THE WORK LIMITS OF THIS PROJECT:
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THE FOLLOWING UTILITIES AND CO MAY HAVE UTILITIES LOCATED
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CALLED DIRECTLY
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NON-MEMBERS MUST BE
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WATER & SANITARY SEWER
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TRUMBULL COUNTY SANITARY ENGINEERS
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(330) 675-2775
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OHIO EDISON COMPANY
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ELECTRICAL
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GAS COMPANY
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(330) 394-1541 OR
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EAST OHIO GAS
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(330) 746-7611
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ST. JOSEPH HEALTH CENTER
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(330) 841-4000
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(330) 841-4029
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EMERGENCY DEPARTMENT
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EMERGENCY DEPARTMENT
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TRUMBULL MEMORIAL HOSPITAL
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(330) 841-9011
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(330) 841-9221
AutoCAD SHX Text THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT PLANS AND SPECIFICATIONS AND ANY RULES, REGULATIONS, STANDARDS OR SPECIFICATIONS REFERENCED THEREIN. THE PROJECT IS SUBJECT TO INSPECTION BY REPRESENTATIVES OF THE YOUNGSTOWN ARS (ARS), BASE ENGINEERING (B.E.), BASE CONTRACTING OFFICERS (CO), AND OTHER AFFECTED AGENCIES. ALL DIRECTIONS/DECISIONS THAT AFFECT THE CONTRACTOR'S OPERATION WILL ONLY BE PROVIDED BY THE B.E., AND THE CONTRACTING OFFICER (CO).
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AutoCAD SHX Text YOUNGSTOWN ARS AND THE YOUNGSTOWN-WARREN REGIONAL AIRPORT WILL BE IN OPERATION DURING THE CONSTRUCTION OF THIS PROJECT. COORDINATION OF WORK WITH THE B.E. AND YOUNGSTOWN ARS IS MANDATORY SO AS TO MINIMIZE IMPACTS ON AIRPORT OPERATIONS. OPERATION OF THE AIRPORT IS OF THE UPPER MOST IMPORTANCE. WHEN THERE IS CONFLICT BETWEEN OPERATION OF THE AIRPORT AND CONSTRUCTION OPERATION OF THE AIRPORT WILL HAVE PRIORITY.
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AutoCAD SHX Text THE B.E. AND YOUNGSTOWN ARS RESERVES THE RIGHT TO CONTRACT FOR AND PERFORM OTHER WORK ON OR NEAR THE WORK COVERED BY THIS CONTRACT WHEN SEPARATE CONTRACTS ARE LET WITHIN THE WORK LIMITS OF ANY ONE PROJECT, EACH CONTRACTOR SHALL CONDUCT THEIR WORK SO AS NOT TO INTERFERE OR HINDER THE PROGRESS OF ANY OTHER CONTRACTOR. COOPERATION AND COMMUNICATION BETWEEN ALL THE CONTRACTORS INVOLVED WILL BE NECESSARY.
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AutoCAD SHX Text THE CONTRACTORS SHALL ARRANGE THEIR WORK AND SHALL PLACE AND DISPOSE OF THE MATERIALS BEING USED SO AS NOT TO INTERFERE WITH THE OPERATIONS OF OTHER CONTRACTORS WORKING WITHIN THE PROJECT AREA. ALL CONTRACTORS SHALL COORDINATE THEIR WORK WITH OTHER CONTRACTORS IN AN ACCEPTABLE MANNER AND SHALL PERFORM THE WORK IN PROPER SEQUENCE.
AutoCAD SHX Text EXISTING AND PROPOSED GRADES - EXISTING GRADES SHOWN ON THE DRAWINGS ARE BELIEVED TO BE ACCURATE, BUT THE B.E. ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THESE GRADES. IF THE CONTRACTOR DOES NOT CONCUR WITH THE ELEVATIONS GIVEN ON THE DRAWINGS, HE SHALL NOTIFY THE B.E. & CO IN WRITING PRIOR TO INITIATING ANY CONSTRUCTION ACTIVITIES. START OF WORK BY THE CONTRACTOR WITHOUT SUCH NOTIFICATION WILL BE INTERPRETED AS AN AGREEMENT BY THE CONTRACTOR WITH THE ACCURACY OF THE GRADES SHOWN ON THE PLANS.
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AutoCAD SHX Text ACCESS TO THE SITE - THE CONTRACTOR'S ACCESS POINTS TO THE SITE SHALL BE AS SHOWN ON THE GENERAL PROJECT LAYOUT AND PHASING PLAN. REFER TO SHEET G4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL VEHICLES AND PERSONNEL WHO ENTER THROUGH THESE GATES. THE GATES SHALL BE LOCKED AT ALL TIMES EXCEPT WHEN A VEHICLE IS PERMITTED TO PASS THROUGH.
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AutoCAD SHX Text PERMITS - THE CONTRACTOR MUST OBTAIN APPROPRIATE PERMITS FROM THE PROPER GOVERNMENT AGENCIES FOR ACCESS TO, AND TO USE THEIR ROADS FOR DELIVERY OF MATERIALS AND EQUIPMENT TO THE SITE. ANY DAMAGE TO OFF-SITE OR ON-SITE ROADS SHALL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE.
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AutoCAD SHX Text HAUL ROUTES - APPROXIMATE LOCATION OF HAUL ROUTES ON THE AIRFIELD SITE ARE SHOWN ON THE GENERAL PROJECT LAYOUT PLAN. REFER TO SHEET G4.
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AutoCAD SHX Text THE CONTRACTOR IS REQUIRED TO HAVE A MOTORIZED VACUUM TRUCK, OF SUFFICIENT SIZE TO KEEP ALL PAVEMENT AREAS CLEAN, ON SITE DURING THE PROJECT.
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AutoCAD SHX Text MOBILIZATION/STAGING AREA - AN AREA WILL BE MADE AVAILABLE FOR CONTRACTOR'S MOBILIZATION AND STORAGE AS SHOWN ON THE GENERAL PROJECT LAYOUT. REFER TO SHEET G4. THE BEFORE AND AFTER CONDITION OF THIS AREA SHALL BE JOINTLY INSPECTED BY THE CONTRACTOR AND ENGINEER APPOINTED BY THE CO AND THIS AREA SHALL BE RESTORED TO THE ORIGINAL CONDITION UPON COMPLETION OF THE PROJECT AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL VIDEO TAPE THE AREA PRIOR TO USE, TO RECORD THE PRE CONSTRUCTION CONDITION AND PROVIDE A COPY OF THE VIDEO TAPE TO THE CO. ON SITE EMPLOYEE PARKING SHALL BE PERMITTED IN THE DESIGNATED PARKING AREA ONLY.
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ALL EXCESS AND WASTE MATERIAL SHALL BE HAULED OFF-SITE AND DISPOSED OF PROPERLY.
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AutoCAD SHX Text VEHICLES - NO PRIVATE VEHICLES ARE ALLOWED ON THE AIRFIELD. ALL VEHICLES OPERATING ON THE AIRPORT, EXCEPT CONSTRUCTION EQUIPMENT, MUST HAVE IDENTIFICATION SIGNS AND AIRFIELD VEHICLE PERMITS. ANY VEHICLE NOT ELIGIBLE FOR REGISTRATION TO OPERATE ON PUBLIC ROADWAYS SHALL BE CONSIDERED CONSTRUCTION EQUIPMENT. TRUCKS MUST HAVE COMPANY LOGO OR SIGNS, FLAGS AND LIGHTS.
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AutoCAD SHX Text SAFETY - THE CONTRACTOR SHALL CONDUCT HIS ACTIVITIES IN A SAFE MANNER AS SPECIFIED IN THE "CONTRACTOR'S SAFETY REQUIREMENTS" ON THIS SHEET AND IN ACCORDANCE WITH EM 385-1-1, FEDERAL AVIATION ADMINISTRATION (FAA) ADVISORY CIRCULAR 150/5370-2C "OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION". AC 150/5370-2C IS AVAILABLE ON THE FAA WEB SITE AT "WWW.FAA.GOV". IF ANY CONFLICTS EXIST BETWEEN THE FAA CIRCULAR AND COE EM 385-1-1, EM 385-1-1 WILL APPLY.
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AutoCAD SHX Text PROTECTION AND REPAIR OF DAMAGE TO EXISTING UTILITIES - THE LOCATION OF THE UNDERGROUND UTILITIES SHOWN ON THE PLANS HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND FIELD CHECKS AND ARE BELIEVED TO BE CORRECT. NO GUARANTEE IS MADE AS TO THEIR ACCURACY OR COMPLETENESS. THE CONTRACTOR SHALL LOCATE AND IDENTIFY ALL UNDERGROUND UTILITIES IN THE WORK AREA PRIOR TO CONSTRUCTION. ANY UNDERGROUND UTILITIES LOCATED WHICH DO NOT APPEAR ON THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE B.E. REPAIR OF DAMAGED UTILITIES MUST BE STARTED IMMEDIATELY AND CONTINUED UNTIL COMPLETED. ALL SUCH REPAIRS SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS, OR AS DIRECTED BY THE B.E., AND SHALL BE AT THE CONTRACTOR'S EXPENSE.
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AutoCAD SHX Text EXISTING AIRFIELD LIGHTING SYSTEMS - INTERRUPTION TO EXISTING AIRFIELD LIGHTING SYSTEMS NOT INCLUDED IN THIS PROJECT SHALL NOT BE PERMITTED. ALL AIRFIELD LIGHTING CIRCUITS AFFECTED BY THIS PROJECT SHALL BE TEMPORARILY MAINTAINED DURING OPERATIONAL PERIODS BY THE CONTRACTOR. ANY WORK THAT AFFECTS AIRFIELD LIGHTING SHALL BE COORDINATED AND APPROVED BY AIRFIELD MAINTENANCE ELECTRICIANS.
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AutoCAD SHX Text CONSTRUCTION LIMITS - ALL CONTRACTOR VEHICLES AND TRAFFIC (UNLESS OTHERWISE AUTHORIZED) SHALL REMAIN WITHIN THE DESIGNATED CONSTRUCTION LIMITS OR HAUL ROUTES. CONSTRUCTION LIMITS ARE AS PER THE FREE ZONE PAPERWORK. REFER TO PROJECT ENGINEER.
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AutoCAD SHX Text COORDINATION MEETINGS - THE CO WILL CONDUCT WEEKLY COORDINATION MEETINGS TO DISCUSS WORK AREAS, SCHEDULING, SAFETY, ETC. WITH THE CONTRACTOR(S), ENGINEER, AIRPORT OPERATIONS, AND OTHER APPROPRIATE OFFICIALS. MINUTES FROM THE WEEKLY MEETINGS WILL BE PREPARED BY THE CO OR THEIR REPRESENTATIVE, AND FURNISHED TO ALL ATTENDEES PRIOR TO THE SUBSEQUENT MEETING, AND KEPT ON FILE AT THE FIELD OFFICE.
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AutoCAD SHX Text UTILITIES - THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING PRIOR NOTIFICATION OF HIS CONSTRUCTION ACTIVITY TO ALL UTILITY COMPANIES WHO MIGHT BE AFFECTED. THE CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR UTILITY LINE STAKING AT LEAST 48 HOURS IN ADVANCE OF STARTING THE WORK. CONSTRUCTION SHALL NOT PROCEED WITHOUT PRIOR IDENTIFICATION AND LOCATION OF UTILITIES.
AutoCAD SHX Text 17.
AutoCAD SHX Text RADIOS - THE CONTRACTOR SHALL BE EQUIPPED WITH RADIOS. THE FREQUENCY SHALL BE SET BY THE CONTRACTOR AND USED TO FACILITATE COMMUNICATION BETWEEN THE PROPER AUTHORITIES.
AutoCAD SHX Text 18.
AutoCAD SHX Text THE CONTRACTOR SHALL ACQUAINT ALL OF HIS EMPLOYEES WITH THE AIRPORT ACTIVITY AND OPERATIONS THAT ARE INHERENT TO THE YOUNGSTOWN ARS AND SHALL CONDUCT HIS CONSTRUCTION ACTIVITIES TO CONFORM TO ALL ROUTINE AND EMERGENCY AIR TRAFFIC REQUIRMENTS AND GUIDELINES FOR SAFETY.
AutoCAD SHX Text 1.
AutoCAD SHX Text THIS PROJECT INCLUDES WORK WITHIN THE ACTIVE AIR OPERATIONS AREA (AOA) I.E., THE SECURE PORTION OF THE AIRPORT. ALL CONTRACTOR VEHICLES SHALL DISPLAY IN FULL VIEW ABOVE THE VEHICLE A 3'x3' OR LARGER, ORANGE AND WHITE CHECKERBOARD FLAG, EACH CHECKERBOARD COLOR BEING 1' SQUARE (SEE PHASING NOTES AND AIRPORT SECURITY NOTES). ANY VEHICLE OPERATING IN THE AOA SHALL BE EQUIPPED WITH A FLASHING AMBER (YELLOW) DOME-TYPE LIGHT, MOUNTED ON TOP OF THE VEHICLE AND OF SUCH INTENSITY TO CONFORM TO LOCAL CODES FOR MAINTENANCE AND EMERGENCY VEHICLES. VEHICLES OPERATING WITHIN THE AOA SHALL BE MARKED WITH A SIGN ON THE DRIVER SIDE OF THE VEHICLE IDENTIFYING THE CONTRACTOR'S NAME.
AutoCAD SHX Text 2.
AutoCAD SHX Text MATERIAL AND EQUIPMENT STORAGE SHALL BE LOCATED AS SHOWN ON THE GENERAL PROJECT LAYOUT AND PHASING PLAN. REFER TO SHEET G4. THE CONTRACTOR SHALL ADVISE ALL MATERIAL SUPPLIERS OF THE DELIVERY ROUTES TO BE USED FOR THE DELIVERY OF EQUIPMENT, MATERIALS, OR SUPPLIES. THE CONTRACTOR SHALL ALSO ADVISE THE SUPPLIERS THAT THERE WILL BE SET DELIVERY HOURS AND THEY WILL NOT BE ACCEPTED AT ANY OTHER TIME. DELIVERY HOURS WILL BE FROM 8:00 AM TO 4:00 PM WEEKDAYS UNLESS PRIOR ARRANGEMENTS WITH THE CO ARE MADE 48 HOURS IN ADVANCE. ANY DELIVERIES NOT MADE DURING THESE HOURS STATED WILL BE TURNED AWAY. A REPRESENTATIVE OF THE CONTRACTOR MUST BE PRESENT FOR DELIVERY OF MATERIALS. MATERIALS AND EQUIPMENT NOT IN USE SHALL BE STORED OR PARKED IN AREAS DESIGNATED BY THE ENGINEER AND OUTSIDE OF THE RIGHT-OF-WAY AND TAXIWAY SAFETY ZONES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESTRICTING HIS/HER EQUIPMENT AND PERSONNEL TO THE IMMEDIATE VICINITY OF CONSTRUCTION AND TO AUTHORIZE AREAS AND SHALL TAKE SUCH PRECAUTIONS, AT HIS OWN EXPENSE, AS ARE NECESSARY TO ASSURE COMPLIANCE WITH THESE REQUIREMENTS.
AutoCAD SHX Text 3.
AutoCAD SHX Text WHERE PROJECT ACCESS REQUIRES TRAVEL ON OR ACROSS RUNWAYS, RAMP AREAS, TAXIWAYS, OR AIRCRAFT APRONS, THE CONTRACTOR SHALL PROVIDE ADEQUATE PERSONNEL AND EQUIPMENT TO MAINTAIN SUCH SURFACES CLEAR OF DEBRIS. AT A MINIMUM, A MOTORIZED VACUUM TRUCK SHALL BE PRESENT AT EACH ACTIVE AIRFIELD CROSSING OF A MOVEMENT AREA. AT NO TIME SHALL THE CONTRACTOR'S VEHICLES OR PERSONNEL BE ALLOWED TO ENTER OR CROSS ACTIVE RUNWAYS OR TAXIWAYS WITHOUT PROPER AUTHORIZATION AND ESCORT BY AUTHORIZED PERSONNEL.
AutoCAD SHX Text 4.
AutoCAD SHX Text THE CONTRACTOR SHALL MAINTAIN HIS WORK AREAS FREE OF DUST, DIRT AND DEBRIS THAT IN THE OPINION OF THE BE WILL ADVERSELY AFFECT AIRPORT OPERATIONS. A MOTORIZED VACUUM TRUCK POWER BROOM SHALL BE ON SITE AT ALL TIMES.
AutoCAD SHX Text 5.
AutoCAD SHX Text ALL AIRCRAFT TRAFFIC ON RUNWAYS, RAMP AREAS, TAXIWAYS AND APRONS SHALL HAVE PRIORITY OVER CONTRACTOR'S TRAFFIC. THE B.E. RESERVES THE RIGHT TO ORDER THE CONTRACTOR AT ANY TIME TO VACATE ANY AREA NECESSARY TO MAINTAIN SAFE AIRCRAFT OPERATIONS.
AutoCAD SHX Text 6.
AutoCAD SHX Text NO RUNWAY, TAXIWAY, RAMP AREA, APRON OR AIRPORT ROADWAY SHALL BE CLOSED WITHOUT APPROVAL OF THE B.E. TO ENABLE NECESSARY "NOTICES TO AIRMEN" (NOTAM) OR ADVISORIES TO AIRPORT SERVICE OR TENANTS. REQUESTED CLOSING SHALL BE DIRECTED TO THE CO AT LEAST 72 HOURS IN ADVANCE.
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AutoCAD SHX Text OPEN FLAME, WELDING OR TORCH CUTTING OPERATIONS ARE PROHIBITED UNLESS ADEQUATE FIRE AND SAFETY PRECAUTIONS HAVE BEEN TAKEN AND THE PROCEDURE APPROVED. A PERMIT SHALL BE OBTAINED FROM THE FIRE DEPARTMENT PRIOR TO OPEN FLAME WELDING OR TORCH CUTTING.
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NO EXPLOSIVES OR BURNING OF DEBRIS WILL BE PERMITTED ON THE JOB SITE.
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AutoCAD SHX Text EQUIPMENT AND STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT MOVEMENT RESULTING FROM AIRCRAFT JET BLAST OR WIND CONDITIONS.
AutoCAD SHX Text 10.
AutoCAD SHX Text OPEN TRENCHES, EXCAVATIONS AND STOCKPILED MATERIAL LOCATED IN THE AOA SHALL BE PROMINENTLY MARKED WITH BARRICADES, ORANGE FLAGS, AND LIGHTED BY FLASHING YELLOW LIGHT UNITS DURING HOURS OF RESTRICTED VISIBILITY AND DARKNESS, AS DIRECTED BY B.E.
AutoCAD SHX Text 11.
AutoCAD SHX Text ALL MATERIALS AND EQUIPMENT WHEN NOT IN USE SHALL BE PLACED IN APPROVED AREAS WHERE THEY WILL NOT CONSTITUTE A HAZARD TO AIRCRAFT OPERATIONS AND NOT PENETRATE CLEARANCE SURFACES OR OBSTRUCT LINE OF SIGHT FROM THE CONTROL TOWER TO ACTIVE AIRFIELD PAVEMENT.
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AutoCAD SHX Text ALL UNSUITABLE MATERIAL AND CONSTRUCTION DEBRIS SHALL BE DISPOSED OF OFF AIRPORT PROPERTY UNLESS DIRECTED OTHERWISE BY THE B.E.
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AutoCAD SHX Text THE CONTRACTOR SHALL KEEP A LIST OF EQUIPMENT MAXIMUM HEIGHTS FOR USE IN DETERMINING CLEARANCES TO AIRPORT PART 77 SURFACES.
AutoCAD SHX Text 14.
AutoCAD SHX Text CONTRACTOR SHALL INSTALL AND MAINTAIN FOR THE DURATION OF THE PROJECT ALL "TRUCKS ENTERING HIGHWAY" SIGNS. THE SIGNS MUST BE IN ACCORDANCE WITH STATE OF OHIO CONSTRUCTION AND MATERIAL SPECIFICATIONS ITEM 614 "MAINTAINING TRAFFIC" AND WILL BE PLACED/ INSTALLED WHERE AND AS DIRECTED BY THE CO. THE COST SHALL BE INCLUDED IN THE TEMPORARY CONSTRUCTION ITEMS AS A LUMP SUM.
AutoCAD SHX Text 15.
AutoCAD SHX Text DEBRIS, WASTE AND LOOSE MATERIAL (INCLUDING DUST AND DIRT) CAPABLE OF CAUSING DAMAGE TO AIRCRAFT LANDING GEAR, PROPELLERS OR BEING INGESTED IN JET ENGINES SHALL NOT BE ALLOWED ON OR ADJACENT TO ACTIVE AIRCRAFT MOVEMENT AREAS. MATERIALS OBSERVED TO BE WITHIN THESE AREAS SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR.
AutoCAD SHX Text 16.
AutoCAD SHX Text THE B.E. WILL PROVIDE INSPECTIONS TO RE-OPEN ANY RUNWAY OR TAXIWAY THAT HAS BEEN CLOSED FOR WORK, OR THAT HAS BEEN USED FOR A CROSSING POINT/HAUL ROUTE BY THE CONTRACTOR.
AutoCAD SHX Text 17.
AutoCAD SHX Text THE CONTRACTOR SHALL FAMILIARIZE HIS PERSONNEL WITH CLEARANCES NEEDED TO PROVIDE FOR THE SAFE OPERATION OF RUNWAYS AND TAXIWAYS AS SHOWN IN THE PHASING PLANS.
AutoCAD SHX Text 18.
AutoCAD SHX Text THE CONTRACTOR SHALL PROVIDE THE PHONE NUMBERS OF THREE PERSONNEL, INCLUDING THE PROJECT SUPERINTENDENT, WHO MAY BE CONTACTED IN AN EMERGENCY. PERSONNEL SHALL BE ON CALL 24 HOURS PER DAY.
AutoCAD SHX Text 19.
AutoCAD SHX Text PENETRATION OF OBSTACLE FREE ZONE(S) (OFZ), RUNWAY APPROACH SURFACE(S), GLIDE SLOPE CRITICAL AREA(S) AND LOCALIZER CRITICAL AREA(S) IS NOT PERMITTED DURING ACTIVE OPERATION OF THESE AREAS AND FACILITIES. THE CONTRACTOR SHALL BE AWARE OF THE STATUS OF EACH FACILITY DURING THE VARIOUS PHASES OF THE WORK AND SHALL KEEP MEN, EQUIPMENT AND MATERIALS OUT OF ACTIVE FACILITY OPERATIONS. REFER TO DETAILS ON THE PHASING DETAILS SHEET FOR DEFINITION OF THESE AREAS.
AutoCAD SHX Text 20.
AutoCAD SHX Text ANY SITUATION THAT, IN THE OPINION OF THE B.E., CONSTITUTES A HAZARD TO OPERATIONS OF THE AIRPORT WILL IMMEDIATELY CAUSE WORK AND ACTIVITY TO CEASE UNTIL THE SITUATION IS RECTIFIED.
AutoCAD SHX Text 21.
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OF
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OF
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N/A
YYYY
D.J. CUTRER
DEPARTMENT OF THE AIR FORCE REV
DATE:
DESIGN
BY:
CONST.
DATE:
GROSS
SQ. FT.:
YOUNGSTOWN AIR
RESERVE STATION
VIENNA, OHIO
SCALE:
BUILDING NUMBER:
SHEET NUMBER:PAGE NUMBER:
N/A
YYYY
D.J. CUTRER
05/05/2024DEPARTMENT OF THE AIR FORCE REV
DATE:
DESIGN
BY:
CONST.
DATE:
GROSS
SQ. FT.:
YOUNGSTOWN AIR
RESERVE STATION
VIENNA, OHIO
N.T.S.
APRON
SCALE:
BUILDING NUMBER:
SHEET NUMBER:
G3
PAGE NUMBER:
AIRCRAFT CONTROLLED MOVEMENT AREA
AIRFIELD GENERAL NOTES
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%%UTEMPORARY CLOSED TAXIWAY DETAIL
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C/L TAXIWAY
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%%UNOTE:
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NOT TO SCALE
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AutoCAD SHX Text %%uCONSTRUCTION BARRICADE
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STANDARD HIGHWAY
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BARRELL HALF-FILLED
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WITH SAND
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AND AVIATION WHITE
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WIDE AVIATION ORANGE
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ALTERNATING 4-INCH
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NOT TO SCALE
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SEE DETAIL
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STRIPES
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12-VOLT LIGHT
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SECURED TO THE
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LID OF THE BUCKET
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HIGH INTENSITY
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YELLOW FLASHING
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AutoCAD SHX Text TEMPORARY RUNWAY AND TAXIWAY CLOSURE CROSSES MAY BE CONSTRUCTED OF ANY SUITABLE MATERIAL SUCH AS PLYWOOD, GEOTEXTILE FILTER FABRIC, SNOW FENCE OR SIMILAR MATERIAL APPROVED BY THE CONTRACTING OFFICER. FOR RUNWAYS THE CROSSES SHALL BE POSITIONED OVER THE RUNWAY DESIGNATION MARKINGS ON BOTH ENDS OF THE CLOSED RUNWAY. CROSSES MUST BE ANCHORED IN A FASHION SUITABLE TO THE CONTRACTING OFFICER. CROSSES MUST BE PAINTED YELLOW.
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(PER UNIT)
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IN THE HEAD
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2" AMBER LENS
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ALLEN HEAD SOCKET CAP
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SCREW TO HOLD BATTERY
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SWIVEL HEAD
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ENGINEER
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APPROVED BY THE
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MOUNTING TO BE
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BATTERY CASE
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NOT TO SCALE
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%%UTEMPORARY BARRICADE LIGHT DETAIL
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MOUNTING PLATE
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IN PLACE
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%%UGENERAL NOTES:
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THE INTENT OF THESE PLANS IS TO MINIMIZE THE IMPACT OF
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CONSTRUCTION ON THE OPERATION OF THE AIRPORT. THE
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CONTRACTOR SHALL CONSTRUCT THE PROJECT AS OUTLINED
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IN THE PLANS UNLESS OTHERWISE APPROVED BY THE
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CONTRACTING OFFICER.
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IF REQUIRED, THE CONTRACTOR SHALL PROVIDE PORTABLE FLOOD
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LIGHTING FOR NIGHTTIME CONSTRUCTION. SUFFICIENT UNITS
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SHALL BE PROVIDED SO THAT WORK AREAS ARE ILLUMINATED TO
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A LEVEL OF FIVE HORIZONTAL FOOT CANDLES. THE LIGHTING
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LEVELS SHALL BE CALCULATED AND MEASURED IN ACCORDANCE
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WITH THE CURRENT STANDARDS OF THE ILLUMINATION SOCIETY.
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LIGHTS SHALL BE POSITIONED IN SUCH A WAY THAT THEY WILL
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NOT INTERFERE WITH THE NORMAL OPERATION OF THE AIRPORT.
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THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION SCHEDULE
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FOR REVIEW AND APPROVAL OF THE CONTRACTING OFFICER.
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STRICT ADHERENCE TO THE APPROVED SCHEDULE WILL BE
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ENFORCED TO AVOID CONFLICTS WITH OTHER CONSTRUCTION
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ACTIVITIES ON THE AIRPORT AND THE ADVERSE EFFECTS THEY
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COULD HAVE ON AIRPORT OPERATIONS.
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ALL TAXIWAY AND APRON CLOSURES SHALL BE TEMPORARY
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CLOSURES AS DESCRIBED IN FAA AC 150/5370-2C-
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OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION.
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THE CONTRACTOR MUST COMPLY WITH ALL THE REQUIREMENTS
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SET FORTH IN THE CONTRACT DOCUMENTS REGARDING AIRFIELD
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CLOSURES.
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THE CONTRACTOR SHALL PROVIDE, MAINTAIN, MOVE, REMOVE
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(AS DIRECTED) CONSTRUCTION BARRICADES TO DELINEATE
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AREAS CLOSED TO AIRCRAFT TRAFFIC.
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CLOSED AIRFIELD PAVEMENTS MUST BE CLEAN AND FREE OF
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DEBRIS BEFORE REOPENING TO AIRPORT OPERATIONS.
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ALL WORK WITHIN 85.5 FEET OF A TAXIWAY CENTERLINE (THE
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TSA) SHALL BE PERFORMED DURING TAXIWAY CLOSURES ONLY.
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PRIOR TO OPENING OF A CLOSED TAXIWAY, BARRICADES MUST
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BE PLACED AT THE LIMIT OF CONSTRUCTION LINE.
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NEW PAVEMENT MUST MEET THE STRENGTH REQUIREMENTS AS
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PER THE SPECIFICATIONS BEFORE OPENING TO TRAFFIC.
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ELECTRICAL WORK SHALL BE SEQUENCED TO MAINTAIN THE
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AIRFIELD LIGHTING SYSTEM, CONTROLS, AND OTHER EQUIPMENT
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THROUGHOUT CONSTRUCTION. TEMPORARY WIRING WILL BE
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REQUIRED IN ACCORDANCE WITH THE SPECIFICATIONS.
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DRAINAGE MODIFICATIONS SHALL BE SEQUENCED TO PROVIDE
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POSITIVE DRAINAGE AT ALL TIMES.
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SEDIMENT AND EROSION CONTROL DEVICES MUST BE IN PLACE
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PRIOR TO THE START OF GRADING OPERATIONS.
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UNLESS OTHERWISE NOTED THE CONTRACTOR MUST MAINTAIN ALL
AutoCAD SHX Text EXISTING UNDERGROUND UTILITIES (i.e. ELECTRICAL, DRAINAGE, GAS, AutoCAD SHX Text
WATER, SEWER) DURING ALL WORK COMPLETED UNDER THIS
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CONTRACT.
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THE CONTRACTOR MUST COMPLY WITH ALL APPLICABLE FAA
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ADVISORY CIRCULARS AND FEDERAL AVIATION REGULATIONS.
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MAXIMUM EQUIPMENT HEIGHTS IN WORK AREAS AND STAGING AREA
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ARE LIMITED BY FAR PART 77 AND OBSTACLE FREE ZONE (OFZ)
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SURFACES IDENTIFIED ON GENERAL PROJECT LOCATION SHEET.
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TAXIWAYS WILL BE CLOSED FOR THE DURATION OF
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THE CONSTRUCTION ON EACH TAXIWAY.
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TAXIWAY "HOTEL" SHALL NOT BE CLOSED DUE TO
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CONSTRUCTION ALL EQUIPMENT, MATERIAL, STOCKPILES, ETC.
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MUST REMAIN OUTSIDE THE TAXIWAY SAFETY AREA.
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THE FLIGHT LINE APRON SHALL REMAIN OPEN AT ALL
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TIMES. CONTRACTOR MUST BE COORDINATED WITH THE
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PROJECT ENGINEER TO ARRANGE FOR SPECIAL REQUESTS.
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%%UAIRFIELD IMPACTS:
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%%USPECIFIC REQUIREMENTS:
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ALL CONTRACTOR EMPLOYEES AND EQUIPMENT MUST
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REMAIN WITHIN THE WORK AREA OR STAGING AREA AT
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ALL TIMES.
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AIRFORCE RESERVE (ARS) SECURITY LINES SHALL BE
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STRICTLY OBSERVED AT ALL TIMES.
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BARRELL-TYPE CONSTRUCTION BARRICADES SHALL BE
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PLACED ON THE EXISTING APRON (AS SHOWN ON THE
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PLAN) ONLY WHEN WORK IS BEING CONDUCTED
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IMMEDIATELY ADJACENT TO THE EXISTING APRON. AT
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ALL OTHER TIMES THE CONSTRUCTION BARRICADES SHALL
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BE MOVED TWO FEET OFF THE EDGE OF EXISTING
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PAVEMENT.
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CONSTRUCTION BARRICADES SHALL BE MAINTAINED ACROSS
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TAXIWAY A FOR THE DURATION OF THE CONSTRUCTION.
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DURING NON-WORKING HOURS, ALL EQUIPMENT, MATERIALS,
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AND STOCKPILES SHALL BE OUTSIDE THE TAXIWAY OBJECT
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FREE AREA.
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CONTRACTOR EMPLOYEES SHALL ACCESS THE STAGING AREA
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THROUGH THE MAIN GATE AND THE ROUTE SHOWN ON
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THE PLANS. REFER TO SHEET G4.
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%%ULEGEND:
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BARRELL-TYPE CONSTRUCTION BARRICADE
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TEMPORARY CLOSED TAXIWAY MARKING
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TAXIWAY SAFETY AREA
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TSA
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OFA
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TAXIWAY OBJECT FREE AREA
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NOT IN USE.
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CONSTRUCTION GATES SHALL BE CLOSED AND LOCKED WHEN
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12-VOLT LIGHT
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HIGH INTENSITY
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RED FLASHING
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%%UAIRPORT CONSTRUCTION BARRICADE
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NOT TO SCALE
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%%UWATER/SAND FILLABLE LOW PROFILE
AutoCAD SHX Text FAA COMPLIANT AVAILABLE IN ORANGE / WHITE STACKABLE LIGHT MOUNTING CAVITY FOR HIGH VISABILITY
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LOW PROFILE-TYPE CONSTRUCTION BARRICADE
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PRIMARY HANDHOLE
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SECTIONALIZING CABINET
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PAD MOUNTED TRANSFORMER
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ABOVEGROUND CONDENSATE & STEAM LINE
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UNDERGROUND CONDENSATE & STEAM LINE
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EP
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NATURAL GAS MAIN LINE
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ST
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ST
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MATERIALS OF CONSTRUCTION
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- CORRUGATED METAL PIPE
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CMP
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PVC
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- POLYVINYL CHLORIDE
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RCP
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- REINFORCED CONCRETE PIPE
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- STEEL
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- VITRIFIED CLAY PIPE
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VCP
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AC
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- ASBESTOS CONCRETE
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NATURAL GAS VALVE
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OVERHEAD PRIMARY ELECTRICAL LINE
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OVHD EP
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ELECTRICAL URD SERVICE LINE
AutoCAD SHX Text ELECTRICAL 69 kV TRANSMISSION LINE
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ELECTRICAL URD STREET LIGHT CABLE
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STLT
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FIBEROPTIC CABLE
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FIBEROPTIC HANDHOLE
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STREET LIGHT HANDHOLE
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STREET LIGHT
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CAMERA
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WATER MAIN LINE
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WATER VALVE & VALVE NUMBER
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FIRE HYDRANT & HYDRANT NUMBER
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SANITARY SEWER LINE
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SANITARY MANHOLE & MANHOLE NUMBER
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DIRECTION OF FLOW
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OIL WATER SEPARATOR
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LIFT STATION
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STORM DRAIN LINE
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SS
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CATCH BASIN & CATCH BASIN NUMBER
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HEADWALL
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UNDERGROUND PRIMARY ELECTRICAL LINE
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SD
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LEGEND
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BUILDING
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ROAD, PARKING & SIDEWALK
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FENCE
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DITCH
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INSTALLATION BOUNDARY
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IW
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INDUSTRIAL WASTEWATER LINE
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LEASED PARCEL BOUNDARY
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FP
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FIRE PROTECTION LINE
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INDUSTRIAL WASTEWATER MANHOLE & NUMBER
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RPM HANDHOLE
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OF
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OF
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CONTRACTOR
HAUL ROUTE
TRUCK SCALE
TA
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TA
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Monument #2 N 588437.4390 E 246768.9350 Elev.=1141.01
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MINIMUM OPENING
10 FEET DOOR
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10 FEET DOOR
MINIMUM OPENING
10 FEET DOOR
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10 FEET DOOR
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10 FEET DOORMINIMUM OPENING 10 FEET DOOR
MINIMUM OPENING
1A
1F 432 5 6 7 8 9
10 11 12 13 14 16
1 1 1
1 1
4 4
4 4
N/A
YYYY
D.J. CUTRER
DEPARTMENT OF THE AIR FORCE REV
DATE:
DESIGN
BY:
CONST.
DATE:
GROSS
SQ. FT.:
YOUNGSTOWN AIR
RESERVE STATION
VIENNA, OHIO
SCALE:
BUILDING NUMBER:
SHEET NUMBER:PAGE NUMBER:
N/A
YYYY
D.J. CUTRER
05/05/2024DEPARTMENT OF THE AIR FORCE REV
DATE:
DESIGN
BY:
CONST.
DATE:
GROSS
SQ. FT.:
YOUNGSTOWN AIR
RESERVE STATION
VIENNA, OHIO
N.T.S.
APRON
SCALE:
BUILDING NUMBER:
SHEET NUMBER:
G4
PAGE NUMBER:
AIRCRAFT CONTROLLED MOVEMENT AREA
PHASING PLAN & HAUL ROUTE TO STAGING
AutoCAD SHX Text PHASE 1. CONTRACTOR TO PAINT ALL AREAS OUTSIDE OF AIRCRAFT TAXIWAY LINES TO PARKING.(IE) RED SECURITY LINE, TAXIWAY LINES IN FRONT AND BEHIND AIRCRAFT PARKING SPOTS. 2. CONTRACTOR TO PAINT UPPER RAMP AIRCRAFT PARKING SPOTS UPPER RAMP IS CHARLIE "C" TAXIWAY TO DELTA "D" TAXIWAY. 3. CONTRACTOR TO PAINT LOWER RAMP AIRCRAFT PARKING SPOTS LOWER RAMP IS CHARLIE "C" TAXIWAY TO ALPHA "A" TAXIWAY.
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%%UKEYED NOTES: PHASING PLAN-CONTROLLED AREA
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STAGING
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AREA
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KING - GRAVES ROAD
AutoCAD SHX Text
MAIN GATE
AutoCAD SHX Text
GATE 2
AutoCAD SHX Text B217
AutoCAD SHX Text B420
AutoCAD SHX Text B311
AutoCAD SHX Text B205
AutoCAD SHX Text F9030
AutoCAD SHX Text B126
AutoCAD SHX Text B540
AutoCAD SHX Text B401
AutoCAD SHX Text B414
AutoCAD SHX Text B303
AutoCAD SHX Text B513
AutoCAD SHX Text B506
AutoCAD SHX Text B511
AutoCAD SHX Text B413
AutoCAD SHX Text B403
AutoCAD SHX Text B517
AutoCAD SHX Text B515
AutoCAD SHX Text B409
AutoCAD SHX Text B504
AutoCAD SHX Text B505
AutoCAD SHX Text B512
AutoCAD SHX Text B510
AutoCAD SHX Text B503
AutoCAD SHX Text B502
AutoCAD SHX Text B501
AutoCAD SHX Text B402
AutoCAD SHX Text B407
AutoCAD SHX Text B415
AutoCAD SHX Text B128
AutoCAD SHX Text B120
AutoCAD SHX Text
TANK
AutoCAD SHX Text
WATER
AutoCAD SHX Text B113
AutoCAD SHX Text B219
AutoCAD SHX Text B301
AutoCAD SHX Text B302
AutoCAD SHX Text B530
AutoCAD SHX Text B112
AutoCAD SHX Text B111
AutoCAD SHX Text B109
AutoCAD SHX Text B104
AutoCAD SHX Text B101
AutoCAD SHX Text B100
AutoCAD SHX Text B201
AutoCAD SHX Text B208
AutoCAD SHX Text B305
AutoCAD SHX Text B307
AutoCAD SHX Text B532
AutoCAD SHX Text B308
AutoCAD SHX Text B312
AutoCAD SHX Text B533
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
FLIGHT LINE
AutoCAD SHX Text
WORK
AutoCAD SHX Text
CENTER
AutoCAD SHX Text
FLIGHT LINE
AutoCAD SHX Text B295
AutoCAD SHX Text B507
AutoCAD SHX Text B203
AutoCAD SHX Text B309
AutoCAD SHX Text X
AutoCAD SHX Text B400
AutoCAD SHX Text 09028
AutoCAD SHX Text
TARGET
AutoCAD SHX Text
RANGE
AutoCAD SHX Text X
AutoCAD SHX Text
TAXIWAY B
AutoCAD SHX Text
TAXIWAY H
AutoCAD SHX Text
GATE 3
AutoCAD SHX Text
GATE
AutoCAD SHX Text
AIRPORT
AutoCAD SHX Text
TAXIWAY H
AutoCAD SHX Text
%%USPECIFIC REQUIREMENTS:
AutoCAD SHX Text
ALL CONTRACTOR EMPLOYEES AND EQUIPMENT MUST
AutoCAD SHX Text
REMAIN WITHIN THE WORK AREA OR STAGING AREA AT
AutoCAD SHX Text
ALL TIMES.
AutoCAD SHX Text
AIRFORCE RESERVE (ARS) SECURITY LINES SHALL BE
AutoCAD SHX Text
STRICTLY OBSERVED AT ALL TIMES WHEN ABLE.
AutoCAD SHX Text
DURING NON-WORKING HOURS, ALL EQUIPMENT, MATERIALS,
AutoCAD SHX Text
AND STOCKPILES SHALL BE OUTSIDE THE TAXIWAY OBJECT
AutoCAD SHX Text
FREE AREA.
AutoCAD SHX Text
CONTRACTOR EMPLOYEES SHALL ACCESS THE STAGING AREA
AutoCAD SHX Text
THROUGH THE MAIN GATE AND THE ROUTE SHOWN ON
AutoCAD SHX Text
THE PLANS.
AutoCAD SHX Text W
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text
CONTRACTOR TO FOLLOW "HAUL ROUTE" FOR
AutoCAD SHX Text
ALL WORK ON AIRCRAFT APRON.
AutoCAD SHX Text
THE PLANS.
AutoCAD SHX Text N46^16'01"W (R)
AutoCAD SHX Text S
AutoCAD SHX Text
UD
AutoCAD SHX Text
UD
AutoCAD SHX Text
TAXIWAY "H" HOTEL
AutoCAD SHX Text
TAXIWAY "H" HOTEL
AutoCAD SHX Text 10'
AutoCAD SHX Text 50'
AutoCAD SHX Text 10'
AutoCAD SHX Text 2'
AutoCAD SHX Text
HOTEL TAXIWAY
AutoCAD SHX Text
ALPHA "A" TAXIWAY
AutoCAD SHX Text
BRAVO "B" TAXIWAY
AutoCAD SHX Text
CHARLIE "C" TAXIWAY
AutoCAD SHX Text
DELTA "D" TAXIWAY
AutoCAD SHX Text N46^16'01"W (R)
AutoCAD SHX Text N46^16'01"W (R)
AutoCAD SHX Text
HOTEL TAXIWAY
AutoCAD SHX Text
HOTEL TAXIWAY
AutoCAD SHX Text Refer to Sheet C2
AutoCAD SHX Text
%%UKEYED NOTES: PHASING PLAN-NON-CONTROLLED AREA
AutoCAD SHX Text
4. CONTRACTOR TO PAINT ALL AREAS AS SHOWN ON SHEETS C5 TO C7.
AutoCAD SHX Text
CONTRACTOR TO REMOVE ALL STRIPING WITHIN THE CONTROLLED
AutoCAD SHX Text
AREA AND NON-CONTROLLED AREAS. RE-STRIPING TO BE PER
AutoCAD SHX Text
THESE PLANS.
AutoCAD SHX Text
OF
AutoCAD SHX Text
OF
AutoCAD SHX Text
26+0027+0028+0029+0030+0031+0032+0033+0034+0035+00
Ex. Asphalt Pavement Area
7.
4'
0.
3'
ENTRYCONTROLPOINT
189.4' 163.4' 163' 163.0'
.9
Ex. Concrete Pavement Area
Ex. Asphalt Pavement Area
Ex. Concrete Pavement Area
0.
0'
4.
0'
4'
4'
N/A
YYYY
D.J. CUTRER
DEPARTMENT OF THE AIR FORCE REV
DATE:
DESIGN
BY:
CONST.
DATE:
GROSS
SQ. FT.:
YOUNGSTOWN AIR
RESERVE STATION
VIENNA, OHIO
SCALE:
BUILDING NUMBER:
SHEET NUMBER:PAGE NUMBER:
N/A
YYYY
D.J. CUTRER
05/05/2024DEPARTMENT OF THE AIR FORCE REV
DATE:
DESIGN
BY:
CONST.
DATE:
GROSS
SQ. FT.:
YOUNGSTOWN AIR
RESERVE STATION
VIENNA, OHIO
AIRCRAFT CONTROLLED MOVEMENT AREA
APRON STRIPING PLAN - 1 ALPHA TO SPOT 5 PARKING
1" = 50'
APRON
SCALE:
BUILDING NUMBER:
SHEET NUMBER:
C1
PAGE NUMBER:
AutoCAD SHX Text
ASPHALT PAVEMENT
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text D
AutoCAD SHX Text
ASPHALT PAVEMENT
AutoCAD SHX Text
CL
AutoCAD SHX Text
SECURITY RED LINE
AutoCAD SHX Text
SECURITY RED LINE
AutoCAD SHX Text
TSA
AutoCAD SHX Text
TSA
AutoCAD SHX Text
TSA
AutoCAD SHX Text
OFA
AutoCAD SHX Text
CL
AutoCAD SHX Text
CL
AutoCAD SHX Text
TAXIWAY "H" HOTEL
AutoCAD SHX Text
UE
AutoCAD SHX Text
CL
AutoCAD SHX Text
UE
AutoCAD SHX Text
UE
AutoCAD SHX Text
UE
AutoCAD SHX Text
UE
AutoCAD SHX Text
UE
AutoCAD SHX Text
UE
AutoCAD SHX Text
UE
AutoCAD SHX Text
UE
AutoCAD SHX Text
UE
AutoCAD SHX Text L=176.5'
AutoCAD SHX Text L=132.9'
AutoCAD SHX Text R=65.5'
AutoCAD SHX Text L=102.8'
AutoCAD SHX Text R=65.5'
AutoCAD SHX Text L=102.7'
AutoCAD SHX Text L=131.0'
AutoCAD SHX Text R=65.5'
AutoCAD SHX Text L=102.5'
AutoCAD SHX Text R=65.5'
AutoCAD SHX Text L=102.4'
AutoCAD SHX Text L=33.3'
AutoCAD SHX Text R=80.0'
AutoCAD SHX Text L=126.0'
AutoCAD SHX Text L=113.7'
AutoCAD SHX Text R=80.0'
AutoCAD SHX Text L=125.7'
AutoCAD SHX Text R=80.0'
AutoCAD SHX Text L=125.8'
AutoCAD SHX Text L=76.8'
AutoCAD SHX Text R=65.5'
AutoCAD SHX Text L=102.3'
AutoCAD SHX Text R=65.5'
AutoCAD SHX Text L=36.0'
AutoCAD SHX Text L=162.6'
AutoCAD SHX Text R=80.0'
AutoCAD SHX Text L=124.9'
AutoCAD SHX Text L=103.5'
AutoCAD SHX Text R=65.5'
AutoCAD SHX Text L=31.6'
AutoCAD SHX Text R=65.5'
AutoCAD SHX Text L=102.6'
AutoCAD SHX Text R=65.5'
AutoCAD SHX Text L=103.2'
AutoCAD SHX Text L=32.4'
AutoCAD SHX Text L=30.0'
AutoCAD SHX Text L=131.6'
AutoCAD SHX Text R=65.5'
AutoCAD SHX Text L=103.0'
AutoCAD SHX Text R=65.5'
AutoCAD SHX Text L=102.7'
AutoCAD SHX Text R=80.0'
AutoCAD SHX Text L=125.4'
AutoCAD SHX Text R=80.0'
AutoCAD SHX Text L=125.6'
AutoCAD SHX Text L=177.0'
AutoCAD SHX Text L=177.0'
AutoCAD SHX Text L=114.7'
AutoCAD SHX Text L=93.5'
AutoCAD SHX Text L=106.7'
AutoCAD SHX Text R=65.5'
AutoCAD SHX Text L=103.0'
AutoCAD SHX Text R=65.5'
AutoCAD SHX Text L=103.0'
AutoCAD SHX Text R=65.5'
AutoCAD SHX Text L=103.0'
AutoCAD SHX Text R=65.5'
AutoCAD SHX Text L=103.0'
AutoCAD SHX Text R=65.5'
AutoCAD SHX Text L=102.3'
AutoCAD SHX Text R=65.5'
AutoCAD SHX Text L=102.7'
AutoCAD SHX Text R=65.5'
AutoCAD SHX Text L=102.5'
AutoCAD SHX Text L=124.0'
AutoCAD SHX Text L=131.0'
AutoCAD SHX Text L=32.9'
AutoCAD SHX Text L=64.0'
AutoCAD SHX Text R=65.5'
AutoCAD SHX Text L=90.5'
AutoCAD SHX Text R=65.5'
AutoCAD SHX Text L=103.0'
AutoCAD SHX Text R=65.5'
AutoCAD SHX Text L=103.4'
AutoCAD SHX Text L=177.0'
AutoCAD SHX Text L=66.5'
AutoCAD SHX Text L=49.2'
AutoCAD SHX Text R=65.5'
AutoCAD SHX Text L=77.2'
AutoCAD SHX Text R=65.5'
AutoCAD SHX Text L=72.6'
AutoCAD SHX Text R=65.5'
AutoCAD SHX Text L=103.0'
AutoCAD SHX Text L=166.0'
AutoCAD SHX Text L=150.6'
AutoCAD SHX Text R=65.5'
AutoCAD SHX Text L=102.2'
AutoCAD SHX Text R=65.5'
AutoCAD SHX Text L=103.0'
AutoCAD SHX Text L=53.8'
AutoCAD SHX Text R=65.5'
AutoCAD SHX Text L=102.7'
AutoCAD SHX Text L=59.0'
AutoCAD SHX Text L=131.0'
AutoCAD SHX Text L=131.0'
AutoCAD SHX Text
OFA
AutoCAD SHX Text
OFA
AutoCAD SHX Text
OFA
AutoCAD SHX Text
TSA
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
HOTEL TAXIWAY
AutoCAD SHX Text
ALPHA "A" TAXIWAY
AutoCAD SHX Text
BRAVO "B" TAXIWAY
AutoCAD SHX Text N46^16'01"W (R)
AutoCAD SHX Text L=204.8'
AutoCAD SHX Text L=103.0'
AutoCAD SHX Text L=233.0'
AutoCAD SHX Text R=50.0'
AutoCAD SHX Text L=76.3'
AutoCAD SHX Text R=50.0'
AutoCAD SHX Text L=76.3'
AutoCAD SHX Text L=1454.0'
AutoCAD SHX Text Refer to Sheet C2
AutoCAD SHX Text
OF
AutoCAD SHX Text
OF
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Movement Control Line
AutoCAD SHX Text (typ)
AutoCAD SHX Text Warning Sign
AutoCAD SHX Text (typ)
AutoCAD SHX Text 6" Red Line - Security
AutoCAD SHX Text (typ)
AutoCAD SHX Text Nose Wheel Box
AutoCAD SHX Text (typ)
AutoCAD SHX Text CL Taxi Line
AutoCAD SHX Text (typ)
AutoCAD SHX Text Warning Sign
AutoCAD SHX Text (typ)
AutoCAD SHX Text Trench Drain
AutoCAD SHX Text (typ)
AutoCAD SHX Text CL Taxi Line
AutoCAD SHX Text (typ)
AutoCAD SHX Text Entry Control Point #1
AutoCAD SHX Text 80' (typ)
AutoCAD SHX Text Warning Sign
AutoCAD SHX Text (typ)
AutoCAD SHX Text 6" Red Line - Security
AutoCAD SHX Text (typ)
AutoCAD SHX Text CL Taxi Line
AutoCAD SHX Text CL Taxi Line
AutoCAD SHX Text (typ)
AutoCAD SHX Text Trench Drain
AutoCAD SHX Text (typ)
AutoCAD SHX Text Trench Drain
AutoCAD SHX Text (typ)
AutoCAD SHX Text 6" Red Line - Security
AutoCAD SHX Text (typ)
AutoCAD SHX Text Warning Sign
AutoCAD SHX Text (typ)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Nose Wheel Box
AutoCAD SHX Text (typ)
AutoCAD SHX Text Parking Spot No.
AutoCAD SHX Text (typ)
AutoCAD SHX Text AGE Area
AutoCAD SHX Text (typ)
AutoCAD SHX Text Fire Extinguisher Area
AutoCAD SHX Text (typ)
AutoCAD SHX Text Trench Drain
AutoCAD SHX Text (typ)
AutoCAD SHX Text 1A
AutoCAD SHX Text 1F
AutoCAD SHX Text
SEE NOTE 1
AutoCAD SHX Text
SEE NOTE 1
AutoCAD SHX Text Trench Drain
AutoCAD SHX Text (typ)
AutoCAD SHX Text Movement Control Line
AutoCAD SHX Text (typ)
AutoCAD SHX Text (typ)
AutoCAD SHX Text Trench Drain
AutoCAD SHX Text Refer to Sheet C6
AutoCAD SHX Text Refer to Sheet C
AutoCAD SHX Text
AutoCAD SHX Text CL Taxi Line
AutoCAD SHX Text (typ)
AutoCAD SHX Text CL Taxi Line
AutoCAD SHX Text (typ)
AutoCAD SHX Text CL Taxi Line
AutoCAD SHX Text (typ)
AutoCAD SHX Text CL Taxi Line
AutoCAD SHX Text (typ)
AutoCAD SHX Text CL Taxi Line
AutoCAD SHX Text (typ)
AutoCAD SHX Text CL Taxi Line
AutoCAD SHX Text (typ)
AutoCAD SHX Text CL Taxi Line
AutoCAD SHX Text (typ)
AutoCAD SHX Text (typ)
AutoCAD SHX Text CL Taxi Line
AutoCAD SHX Text (typ)
AutoCAD SHX Text CL Taxi Line
AutoCAD SHX Text (typ)
AutoCAD SHX Text CL Taxi Line
AutoCAD SHX Text (typ)
AutoCAD SHX Text Refer to Sheet C6
AutoCAD SHX Text Refer to Sheet C2
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
1. TAXI LINE TO HANGERS ARE SINGLE 6" WHITE LINE FROM THIS POINT. REFER TO SHEET C7.
AutoCAD SHX Text CL Taxi Line
(typ)
C on cr et e Ap ro n
17+0018+0019+0020+0021+0022+0023+0024+0025+0026+00
M
Monument #1 N 588653.4513 E 2468977.8440 Elev.=1145.52
Monument #2 N 588437.4390 E 246768.9350 Elev.=1141.01
163.0' 163.0' 162.8' 163.4' 162.8' 162.5'
162.4'
0.
3'
.6
Asphalt Apron
4' 4' 4'
4'
N/A
YYYY
D.J. CUTRER
DEPARTMENT OF THE AIR FORCE REV
DATE:
DESIGN
BY:
CONST.
DATE:
GROSS
SQ. FT.:
YOUNGSTOWN AIR
RESERVE STATION
VIENNA, OHIO
SCALE:
BUILDING NUMBER:
SHEET NUMBER:PAGE NUMBER:
N/A
YYYY
D.J. CUTRER
05/05/2024DEPARTMENT OF THE AIR FORCE REV
DATE:
DESIGN
BY:
CONST.
DATE:
GROSS
SQ. FT.:
YOUNGSTOWN AIR
RESERVE STATION
VIENNA, OHIO
AIRCRAFT CONTROLLED MOVEMENT AREA
APRON STRIPING PLAN - SPOT 5 TO CHARLIE TAXIWAY
1" = 50'
APRON
SCALE:
BUILDING NUMBER:
SHEET NUMBER:
C2
PAGE NUMBER:
AutoCAD SHX Text N46^16'01"W (R)
AutoCAD SHX Text D
AutoCAD SHX Text
ASPHALT PAVEMENT
AutoCAD SHX Text
SECURITY RED LINE
AutoCAD SHX Text
TSA
AutoCAD SHX Text
TSA
AutoCAD SHX Text
OFA
AutoCAD SHX Text
OFA
AutoCAD SHX Text
CL
AutoCAD SHX Text
EDGE ASPHALT PAVEMENT
AutoCAD SHX Text
TSA
AutoCAD SHX Text
CL
AutoCAD SHX Text
CL
AutoCAD SHX Text
CL
AutoCAD SHX Text
CL
AutoCAD SHX Text
CL
AutoCAD SHX Text
OFA
AutoCAD SHX Text
UE
AutoCAD SHX Text
UE
AutoCAD SHX Text
UE
AutoCAD SHX Text
UE
AutoCAD SHX Text
UE
AutoCAD SHX Text
UE
AutoCAD SHX Text
UE
AutoCAD SHX Text
UE
AutoCAD SHX Text
UE
AutoCAD SHX Text R=80.0'
AutoCAD SHX Text L=63.0'
AutoCAD SHX Text R=65.5'
AutoCAD SHX Text L=103.0'
AutoCAD SHX Text R=150.0'
AutoCAD SHX Text L=27.6'
AutoCAD SHX Text L=41.9'
AutoCAD SHX Text R=65.5'
AutoCAD SHX Text L=103.0'
AutoCAD SHX Text L=49.0'
AutoCAD SHX Text R=80.0'
AutoCAD SHX Text L=66.5'
AutoCAD SHX Text L=191.3'
AutoCAD SHX Text L=32.5'
AutoCAD SHX Text R=150.0'
AutoCAD SHX Text L=27.3'
AutoCAD SHX Text R=80.0'
AutoCAD SHX Text L=125.5'
AutoCAD SHX Text R=80.0'
AutoCAD SHX Text L=125.8'
AutoCAD SHX Text R=80.0'
AutoCAD SHX Text L=63.0'
AutoCAD SHX Text R=65.5'
AutoCAD SHX Text L=51.4'
AutoCAD SHX Text R=100.0'
AutoCAD SHX Text L=78.6'
AutoCAD SHX Text R=55.0'
AutoCAD SHX Text L=129.5'
AutoCAD SHX Text L=177.0'
AutoCAD SHX Text L=39.7'
AutoCAD SHX Text R=65.5'
AutoCAD SHX Text L=103.0'
AutoCAD SHX Text L=131.0'
AutoCAD SHX Text R=65.5'
AutoCAD SHX Text L=103.0'
AutoCAD SHX Text L=32.2'
AutoCAD SHX Text L=30.5'
AutoCAD SHX Text R=65.5'
AutoCAD SHX Text L=103.0'
AutoCAD SHX Text R=65.5'
AutoCAD SHX Text L=103.0'
AutoCAD SHX Text L=91.0'
AutoCAD SHX Text L=177.0'
AutoCAD SHX Text R=65.5'
AutoCAD SHX Text L=103.5'
AutoCAD SHX Text L=32.0'
AutoCAD SHX Text L=131.0'
AutoCAD SHX Text L=31.8'
AutoCAD SHX Text L=130.0'
AutoCAD SHX Text R=65.5'
AutoCAD SHX Text L=102.3'
AutoCAD SHX Text R=65.5'
AutoCAD SHX Text L=103.0'
AutoCAD SHX Text L=177.6'
AutoCAD SHX Text L=176.5'
AutoCAD SHX Text L=33.3'
AutoCAD SHX Text R=65.5'
AutoCAD SHX Text L=103.0'
AutoCAD SHX Text R=65.5'
AutoCAD SHX Text L=102.6'
AutoCAD SHX Text L=177.0'
AutoCAD SHX Text L=32.1'
AutoCAD SHX Text L=32.0'
AutoCAD SHX Text L=130.6'
AutoCAD SHX Text L=132.9'
AutoCAD SHX Text R=65.5'
AutoCAD SHX Text L=103.1'
AutoCAD SHX Text R=65.5'
AutoCAD SHX Text L=102.7'
AutoCAD SHX Text L=145.5'
AutoCAD SHX Text L=131.0'
AutoCAD SHX Text L=132.9'
AutoCAD SHX Text R=65.5'
AutoCAD SHX Text L=103.0'
AutoCAD SHX Text R=65.5'
AutoCAD SHX Text L=103.0'
AutoCAD SHX Text R=65.5'
AutoCAD SHX Text L=103.0'
AutoCAD SHX Text R=65.5'
AutoCAD SHX Text L=102.8'
AutoCAD SHX Text L=32.0'
AutoCAD SHX Text R=65.5'
AutoCAD SHX Text L=102.7'
AutoCAD SHX Text R=65.5'
AutoCAD SHX Text L=103.0'
AutoCAD SHX Text L=131.0'
AutoCAD SHX Text R=65.5'
AutoCAD SHX Text L=102.5'
AutoCAD SHX Text L=33.3'
AutoCAD SHX Text R=65.5'
AutoCAD SHX Text L=103.0'
AutoCAD SHX Text L=50.9'
AutoCAD SHX Text L=30.9'
AutoCAD SHX Text L=16.2'
AutoCAD SHX Text L=54.0'
AutoCAD SHX Text
TSA
AutoCAD SHX Text
OFA
AutoCAD SHX Text
OFA
AutoCAD SHX Text R=65.5'
AutoCAD SHX Text L=91.0'
AutoCAD SHX Text R=65.5'
AutoCAD SHX Text L=91.0'
AutoCAD SHX Text
HOTEL TAXIWAY
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
CHARLIE "C" TAXIWAY
AutoCAD SHX Text
C-130H-J TAXI LINE
AutoCAD SHX Text L=1454.0'
AutoCAD SHX Text L=20.0'
AutoCAD SHX Text L=84.3'
AutoCAD SHX Text…
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