ADDENDUM NO. 1. To the Contract Documents for Fuel Farm at Chautauqua County Airport/Dunkirk Dunkirk, New York

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1 ADDNDUM NO. To the Contract Documents for at Chautauqua County Airport/Dunkirk Dunkirk, New York Mary Kay Genthner, P.. License No The following constitutes Addendum No. Pages Date ADD - to ADD -26 October, 208 (Includes Drawings: 2R, 3R, 4R Fuel Truck Record Information, and Construction Safety and Phasing Plan) Prepared By: PASSRO ASSOCIATS 242 West Main Street, Suite 00 Rochester, New York 464 ADD -

2 ADDNDUM NO. October, 208 Your attention is directed to the following interpretation of changes in the Contract Documents for the Project. This Addendum is part of the Contract Documents in accordance with the provisions included in the Agreement and acknowledged on page 9 in the BID SCTION. No changes to the Bid Opening Date are included. In the Contract Specifications:. Delete Bid Page 2, and replace with Bid Page 2R, with the following text added under Base Bid, as shown on the attached page ADD-5: Anticipated Completion Date: (words) (numbers) / / 2. Revise allotted construction time in the Agreement, Section 2: Performance, from 00 Calendar Days to 60 Calendar Days for Base Bid and an additional 30 Calendar Days for total of any awarded Bid Additives. 3. Add the Construction Safety and Phasing Plan, attached as ADD -6 through ADD -6, in the Special Provisions section. 4. Add sentence to Technical Specification S-40: New Above-Ground, Chapter : Description, under Bid Additive No. 2: Adapter(s) shall be provided for overwing hoses, if necessary, to allow recycling of fuel left in the hose reel upon infrequent use. 5. Add sentence to Technical Specification S-40: New Above-Ground, Chapter 2: Materials, Section 2.3: Fuel Storage Tank, under Additional accessories include:, second bullet: All pumps will be powered from a new electric sub-panel to be installed in the existing hangar. See Site and Utility Plan. 6. Revise sentence in Technical Specification S-40: New Above-Ground, Chapter 2: Materials, Section 2.3: Fuel Storage Tank, under Additional accessories include:, sixteenth bullet: The minimum pumping capacity of the dispensing system shall be 20 gallons per minute minimum, for both Jet A and Avgas fuel systems. 7. Add sentence to Technical Specification S-40: New Above-Ground, Chapter 2: Materials, Section 2.0: Monitoring and Reporting: Monitoring and reporting equipment shall be wired to existing electric panel in FBO building per manufacturer requirements, NC, and applicable codes via intrinsically safe circuitry. 8. Add the following at the end of Technical Specification S-40, new Chapter 4: xisting Fuel Truck Information: FUL TRUCK INFORMATION Jet A Truck Manufacturers: o Truck/Tank New Progress Industries o Couplings Allegany Coupling Company Avgas Truck See attached scanned record documents for model number and parts list. ADD - 2

3 9. Add the attached xisting Fuel Truck Information to the end of Technical Specification S-40, attached as pages ADD -7 through ADD Replace section in Technical Specification L-00: lectrical Basic Materials & Methods with the following: LCTRICAL SUB-PANL. Furnish and install a new, 3-phase, wall mounted electrical sub-panel. Sub-panel shall be service entrance rated for 00 Amp service, meeting NC and utility provider requirements, and include, at minimum, double (2X) the number of breakers required for the proposed fuel farm equipment (Jet A and Avgas), light pole, and self-serve kiosk in order to accommodate future growth. The monitoring and reporting equipment shall be connected to the existing panel in the existing FBO basement. In the Contract Drawings:. Replace Drawing 2: General Plan with attached Drawing 2R: General Plan, attached as page ADD Replace Drawing 3: Site and Utility Plan with attached Drawing 3R: Site and Utility Plan, attached as page ADD Replace Drawing 4: Layout with attached Drawing 4R: Layout, attached as page ADD -26. ND OF ADDNDUM ADD - 3

4 To Acknowledge Receipt of this Addendum No., Please Sign Please Print Name/Firm Signature and Return Via -mail to: Joanne Randall Passero Associates -MAIL: Contract Documents for at Chautauqua County Airport/Dunkirk Dunkirk, NY ADD - 4

5 PROJCT NO BAS BID NW ABOV GROUND FUL FARM AND FUL TRUCK MODIFICATIONS TO NFPA : (words) DOLLARS (numbers) $ Anticipated Completion Date: (words) (numbers) / / BID ADDITIV NO. FUL FARM DMOLITION: (words) DOLLARS (numbers) $ BID ADDITIV NO. 2 SLF-SRV JT A ADDITION/MODIFICATION: (words) DOLLARS (numbers) $ BID ADDITIV NO. 3 CONCRT PAD FOR FUL TRUCK PARKING: (words) DOLLARS (numbers) $ BID ADDITIV NO. 4 XTNDD FUL FARM FULL MAINTNANC CONTRACT: (words) DOLLARS (numbers) $ CHAUTAUQUA COUNTY AIRPORT/DUNKIRK (DKK) BID FUL FARM PAG 2R - 2 ADD -5

6 Construction Safety and Phasing Plan Chautauqua County Airport/Dunkirk October 208 ADD -6

7 ADD -7

8 Construction Safety and Phasing Plan FUL FARM CHAUTAUQUA COUNTY AIRPORT/DUNKIRK CONTNTS PRFAC COORDINATION PHASING ARAS AND OPRATIONS AFFCTD BY CONSTRUCTION ACTIVITY NAVIGATION AID (NAVAID) PROTCTION CONTRACTOR ACCSS WILDLIF MANAGMNT FORIGN OBJCT DBRIS (FOD) MANAGMNT HAZARDOUS MATRIALS (HAZMAT) MANAGMNT NOTIFICATION OF CONSTRUCTION ACTIVITIS INSPCTION RQUIRMNTS UNDRGROUND UTILITIS PNALTIS SPCIAL CONDITIONS RUNWAY AND TAXIWAY VISUAL AIDS MARKING AND SIGNS FOR ACCSS ROUTS HAZARD MARKING, LIGHTING AND SIGNING PROTCTION OF RUNWAY AND TAXIWAY SAFTY ARAS OTHR LIMITATIONS ON CONSTRUCTION... 5 ADD -8

9 Construction Safety and Phasing Plan October 208 Chautauqua County Airport/Dunkirk ADD -9

10 Construction Safety and Phasing Plan October 208 Chautauqua County Airport/Dunkirk FUL FARM CHAUTAUQUA COUNTY AIRPORT/DUNKIRK PRFAC Airport Operator/Owner: ngineer: Contractor: Chautauqua County Passero Associates TBD Aviation Safety Requirements During Construction PURPOS. This plan provides airport operators, contractors, and consultants with a safety plan for the construction project at the Chautauqua County Airport. This plan relates to unique airport site conditions associated with the proposed project. Consideration is given to progressing work in a timely fashion without undue risk to the users or workers. This document should be readily available to personnel engaged in the work including Airport Operations Staff. Definitions MOVMNT vs NON-MOVMNT ARAS. Movement areas are defined as runways, taxiways and other areas of an airport used for taxiing, air taxiing, takeoff, and landing aircraft, exclusive of loading aprons and aircraft parking areas. Non-movement areas are inside the airport security fence where aircraft and ground vehicles are not controlled by airport operations. It is important to note that the non-movement area includes pavement traversed by aircraft. Runways or taxiways temporarily closed to aircraft become nonmovement areas throughout the closure duration. RUNWAY AND TAXIWAY SAFTY ARAS. Safety areas are a defined surface surrounding the runway or taxiway environment prepared or suitable for reducing the risk of damage to airplanes in the event of an aircraft unintentionally exiting the runway or taxiway pavement. Safety areas must be kept clear of any objects except objects on frangible couplings whose location is fixed by function. Occupancy of a safety area by construction activity requires closure of that runway or taxiway until the safety area can be cleared.. COORDINATION Construction activities shall be coordinated with the airport operator on at least a weekly basis. The ngineer shall be notified of any change in construction phasing and will update the airport operator. All coordination will be at the airport operator s directive. Only the airport operator can open or close runways or taxiways. ADD -0

11 Construction Safety and Phasing Plan October 208 Chautauqua County Airport/Dunkirk Operational safety will be a consistent agenda item during Contractor progress meetings throughout the construction project. Operational safety includes: Safety of aircraft maneuvering in and around the work area such that no foreign matter is ingested by engines or launched by jet blast or prop wash Cutting of tires Transgression into the work area Movement conflict with vehicles accessing the work area Protecting airport workers servicing aircraft and their equipment from construction activities. Changes in the project scope or duration may necessitate revisions to the Construction Safety and Phasing Plan and subsequent review and approval by the airport operator and the FAA. 2. PHASING There are no separate phases for this project, although schedules related to specific work tasks can be found in the drawings. Barricades shall be placed as depicted on the General Plan (see attached). Construction staging areas and construction access and haul routes shall also be as shown on the attached General Plan. 3. ARAS AND OPRATIONS AFFCTD BY CONSTRUCTION ACTIVITY Runways and taxiways should remain in use by aircraft to the maximum extent possible without compromising safety. The portion of Taxiway A within the general aviation apron will be closed to aircraft operations during Phase 2 and periodically during Phases and 3. No Runway closures will be required for this project. There will be phased access to bulk hangars on the north side of the apron during Phase 2. Arrangements will be made to relocate aircraft to other hangars/another apron during this phase. Aircraft re-fueling will be done by truck. Access for fuel deliveries to the existing tanks will be maintained throughout the project. Only short-term interruption of underground utilities is anticipated. If taxiway lighting circuits cannot be reconnected/completed before dusk, temporary jumper cables shall be in place to provide uninterrupted nighttime operations. No construction activities will be permitted within the active taxiway safety areas, other than work associated with pullboxes and directional drilling alongside Taxiway A. Taxiway Aircraft Approach Category* A, B, C, or D Airplane Design Group* I, II, III, or IV and Width in Feet Divided by 2* A B II 39.5 feet () A B II 65.5 feet () *See AC 50/5300-3A, Airport Design, for additional information. ADD -

12 Construction Safety and Phasing Plan October 208 Chautauqua County Airport/Dunkirk 4. NAVIGATION AID (NAVAID) PROTCTION Not applicable for this project. 5. CONTRACTOR ACCSS a. Location of Stockpiled Construction Material. Stockpiled materials and equipment storage are not permitted within the Taxiway Safety Area () or Taxiway Object Free Area (), of an operational taxiway. Stockpiled materials and equipment adjacent to these areas shall be prominently marked and lighted during hours of restricted visibility or darkness. Height of any stockpile or equipment will be reviewed by the ngineer for airspace clearance requirements. b. Construction Site Parking. mployee parking shall be in the staging area, as shown on the attached drawing. c. Construction quipment Parking. Contractor employees must park and service all construction vehicles in an area designated by the airport operator outside the and never in the safety area of an active runway or taxiway. Unless a complex setup procedure makes movement of specialized equipment infeasible, inactive equipment must not be parked on a closed taxiway or runway. If it is necessary to leave specialized equipment on a closed taxiway or runway at night, the equipment must be properly lighted. mployees shall also park construction vehicles outside the when not in use by construction personnel. d. Access and Haul Roads. Job site access shall be along the route shown on the attached General Plan. No deviations or excursions from the designated route are allowed without permission and approved escort by Airport Operations. Material deliveries shall be along the same route. The Contractor will maintain gate security and provide escorting for material and equipment access as indicated on the drawings. e. Marking and Lighting of Vehicles. Marking and lighting of vehicles will comply with AC 50/520-5D, Painting, Marking and Lighting of Vehicles Used on an Airport. f. Proper Vehicle Operations. Construction vehicles will have to cross Taxiway A to access the construction area for this project. Flaggers will be required during periods of heavy trucking. g. Training Requirements for Vehicle Drivers. The Contractor and engineering staff responsible for operating vehicles inside the fence shall attend an airport-provided safety briefing prior to operating a vehicle inside the airport. h. Situational Awareness. Vehicle drivers shall confirm by personal observation that no aircraft is approaching their position (either in the air or on the ground) when given clearance to cross a runway, taxiway, or any other area open to airport operations. i. Radio Communications. Construction personnel may operate in a movement area without two-way radio communication provided a NOTAM is issued closing the area and the area is properly marked to prevent incursions. j. Maintenance of the Secured Area of the Airport. Airport operators and contractors shall maintain security during construction when access points are created in the security fencing to permit temporary passage of construction vehicles or personnel. Procedures are required to be in place to ensure only authorized persons and vehicles have access to the air operations area (AOA) and to prohibit piggybacking behind another person or vehicle. ADD -2

13 Construction Safety and Phasing Plan October 208 Chautauqua County Airport/Dunkirk 6. WILDLIF MANAGMNT The Contractor shall carefully control and continuously remove waste or loose materials that might attract wildlife. Contractor personnel shall be aware of and avoid construction activities that can create wildlife hazards on airports. 7. FORIGN OBJCT DBRIS (FOD) MANAGMNT Waste and loose materials can cause damage to aircraft landing gears, propellers, and jet engines. The Contractor shall not leave or place FOD on or near active aircraft movement areas. Materials capable of creating FOD will be removed during the construction project. Fencing (other than security fencing) may be necessary to contain construction materials that can be carried by wind into areas where aircraft operate. Any loose debris from the work shall be picked up immediately by the Contractor, both inside and outside the work area. 8. HAZARDOUS MATRIALS (HAZMAT) MANAGMNT Contractors operating construction vehicles and equipment on the airport must be prepared to expeditiously contain and clean-up spills resulting from fuel or hydraulic fluid leaks. 9. NOTIFICATION OF CONSTRUCTION ACTIVITIS A list of responsible representatives/points of contact for all involved parties, and procedures for contacting each of them, including after hours, will be distributed prior to construction. The Contractor shall designate key personnel who can be contacted 24 hours a day in the event of an emergency. These people shall be authorized to make decisions on the company s behalf and must physically respond to the airport within two hours. Before beginning any construction activity, the Airport Operator will give notice [using the Notice to Airmen (NOTAM) System] of proposed location, time, and date of commencement of construction. Upon completion of work and return of all such areas to standard conditions the Airport Operator will verify the cancellation of all notices issued via the NOTAM System. Coordination with ARFF personnel and other emergency services are not required for this project. No water lines or fire hydrants will be deactivated and no emergency access route will be blocked. Any person proposing construction or alteration of objects that affect navigable airspace, as defined in 4CFR Part 77, shall notify the FAA. This includes construction equipment and associated parking areas on airports. The ngineer will submit FAA Form to the appropriate FAA Airports Regional or District Office for this project. 0. INSPCTION RQUIRMNTS Inspections shall be conducted at least daily (more frequently if deemed necessary by the airport operator) to ensure conformance with the Construction Safety and Phasing Plan. At completion of work in any construction phase, and fifteen minutes prior to the scheduled opening of the designated airfield facilities, an inspection to determine whether the respective airport facilities are in appropriate condition to be opened for aircraft use will be performed. Any deficiencies, whether caused by negligence, oversight, or project scope change, shall be remedied immediately. ADD -3

14 Construction Safety and Phasing Plan October 208 Chautauqua County Airport/Dunkirk. UNDRGROUND UTILITIS xisting underground utilities are shown on the contract drawings. The Contractor shall coordinate with the airport operator to ensure all existing utilities are known in the excavation area. The Contractor shall use care when excavating and protect existing utilities to remain. Should an existing utility be damaged or disrupted, the airport operator shall be notified immediately. 2. PNALTIS Contractor staff failing to comply with the requirements herein will be reviewed on a case by case basis. Willful violations will result in permanent exclusion from the secure area for the individual involved. 3. SPCIAL CONDITIONS Should an aircraft inadvertently enter the work area, the Contractor will suspend work until the aircraft has safely been removed from the area. Safety measures currently in place will be re-evaluated. 4. RUNWAY AND TAXIWAY VISUAL AIDS Airport markings, lighting, signs, and visual NAVAIDS shall be clearly visible to pilots, not misleading, confusing, or deceptive. All shall be secured in place to prevent movement by prop wash, jet blast, wing vortices, or other wind currents and constructed of durable materials to minimize damage to an aircraft in event of inadvertent contact. Markings shall comply with AC 50/5340-L, Standards for Airport Markings. Temporary markings may be added at any time by directive of airport operations personnel. Lighting shall comply with AC 50/ J, Design and Installation Details for Airport Visual Aids, and AC 50/ B, Specification for Portable Runway and Taxiway Lights. Signs shall conform to AC 50/ K, Specification for Runway and Taxiway Signs, and AC 50/5340-8F, Standard for Airport Sign Systems. Any time a sign does not serve its normal function it shall be covered or removed to prevent misdirecting pilots. Note that information signs identifying a crossing taxiway continue to perform their normal function even if the crossing taxiway is closed. 5. MARKING AND SIGNS FOR ACCSS ROUTS Construction pavement markings and signs shall conform to AC 50/5340-8F, applicable Federal Highway Administration Manual on Uniform Traffic Control Devices (MUTCD), and State highway specifications. Signs adjacent to areas used by aircraft must comply with the frangibility requirements of AC 50/ , Frangible Connections, which may require modification to size and height guidance in the MUTCD. No markings shall be placed without the Airport Operators written approval. 6. HAZARD MARKING, LIGHTING AND SIGNING Hazard marking and lighting prevents pilots from entering areas closed to aircraft, and prevents construction personnel from entering areas open to aircraft. Low profile barricades, including traffic cones, (weighted or sturdily attached to the surface) are acceptable methods used to identify and define the limits of construction and ADD -4

15 Construction Safety and Phasing Plan October 208 Chautauqua County Airport/Dunkirk hazardous areas on airports. Careful consideration shall be given to selecting equipment that minimizes danger to aircraft but sturdy enough to remain in place when subjected to typical winds, prop wash, and jet blast. The spacing of barricades shall be such that a breach is physically prevented barring a deliberate act. Lights must be either steady burning or flashing red, and must meet the luminance requirements of the State Highway Department. Lights shall be mounted on barricades and spaced at no more than 0 feet. The lights shall be operated between sunset and sunrise and during periods of low visibility whenever the airport is open for operations. Barricades are not permitted in an active safety area. Within a runway or taxiway object free area, and on aprons, use orange traffic cones, flashing or steady burning red lights as noted above, collapsible barricades marked with diagonal, alternating orange and white stripes, and/or signs to separate all construction/maintenance areas from the movement area. All barricades adjacent to any open runway or taxiway/taxilane safety area or apron shall not exceed 8 inches high, exclusive of supplementary lights and flags. The Contractor shall have a person on call 24 hours a day for emergency maintenance of airport hazard lighting and barricades. The Contractor shall file the person s information with the airport operator. Lighting shall be checked for proper operation at least once per day, preferable at dusk. 7. PROTCTION OF RUNWAY AND TAXIWAY SAFTY ARAS a. Runway Safety Area (). A runway safety area is the defined surface surrounding the runway prepared or suitable for reducing the risk of damage to airplanes in the event of an undershoot, overshoot, or excursion from the runway. No construction may occur within the existing while the runway is open for aircraft operations. The dimensions may be temporarily adjusted if the runway is restricted to aircraft operations requiring an that is equal to the width and length beyond the runway ends available during construction. The airport operator must coordinate the adjustment of dimensions with the appropriate FAA Airports Regional or District Office and issue a NOTAM. Open trenches or excavations are not permitted within the while the runway is open. If possible, backfill trenches before the runway is opened. If the runway must be opened before excavations are backfilled, cover the excavations appropriately. Covering for open trenches must be designed to allow the safe operation of the heaviest aircraft operating on the runway across the trench without damage to the aircraft. The Contractor must prominently mark open trenches and excavations at the construction site with red or orange flags, as approved by the airport operator, and light them with red lights during hours of restricted visibility or darkness. Soil erosion must be controlled to maintain standards. The must be cleared and graded and have no potentially hazardous ruts, humps, depressions, or other surface variations, and capable, under dry conditions, or supporting snow removal equipment, aircraft rescue and firefighting equipment, and the occasional passage of aircraft without causing structural damage to the aircraft. b. Runway Object Free Area (ROFA). quipment must be removed from the ROFA when not in use, and material should not be stockpiled in the ROFA. Construction vehicles crossing the ROFA will need to coordinate with the airport operator. ADD -5

16 Construction Safety and Phasing Plan October 208 Chautauqua County Airport/Dunkirk c. Taxiway Safety Area (). No construction may occur within the while the taxiway is open for aircraft operations. The dimensions may be temporarily adjusted if the taxiway is restricted to aircraft operations requiring a that is equal to the width available during construction. The airport operator must coordinate the adjustment of the dimensions with the appropriate FAA Airports Regional or District Office and issue a NOTAM. Open trenches or excavations are not permitted within the while the taxiway is open. If possible, backfill trenches before the taxiway is opened. If the taxiway must be opened before excavations are backfilled, cover the excavations appropriately. Covering for open trenches must be designed to allow the safe operation of the heaviest aircraft operating on the taxiway across the trench without damage to the aircraft. The Contractor must prominently mark open trenches and excavations at the construction site with red or orange flags, as approved by the airport operator, and light them with red lights during hours of restricted visibility or darkness. Soil erosion must be controlled to maintain standards, that is, the must be cleared and graded and have no potentially hazardous ruts, humps, depressions, or other surface variations, and capable, under dry conditions, of supporting snow removal equipment, aircraft rescue and firefighting equipment, and the occasional passage of aircraft without causing structural damage to the aircraft. d. Taxiway Object Free Area (). No construction may occur within the taxiway object free area while the taxiway is open for aircraft operations. The may be temporarily adjusted if the taxiway is restricted to aircraft operations requiring a that is equal to the width available. Construction activity may be accomplished without adjusting the width of the subject to the following restrictions: Appropriate NOTAMS are issued Marking and lighting meeting the provisions of paragraphs 4 and 6 above are implemented Five-foot clearance is maintained between equipment and materials and any part of an aircraft (includes wingtip overhang). In these situations, flaggers must be used to direct construction equipment, and wing walkers will be necessary to guide aircraft. Wing walkers should be airline/aviation personnel rather than construction workers. If such clearance can only be maintained if an aircraft does not have full use of the entire taxiway width, then it will be necessary to move personnel and equipment for the passage of that aircraft. e. Obstacle Free Zone (OFZ). In general, personnel, material, and/or equipment may not penetrate the OFZ while the runway is open for aircraft operations. If a penetration to the OFZ is necessary, it may be possible to continue aircraft operations through operational restrictions. f. Runway Approach/Departure Areas and Clearways. Runway approaches will not be affected during the project. 8. OTHR LIMITATIONS ON CONSTRUCTION There will be no use of open flame welding or torches unless fire safety precautions are provided and the airport operator has approved their use. Fire watch by the local fire company personnel is required for these activities. No use of electrical blasting caps on or within,000 feet of airport property will be allowed. The use of flare pots within the air operations area is prohibited. Smoking will be prohibited on all areas of the apron. ADD -6

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24 XISTING UNPAVD DRIVWAY RUNWAY 5-33 MAGNTIC NORTH 0 0'W (208) SCAL " = 00' TRU NORTH CONTRACTOR ACCSS (S NOTS AND 9) MIDDL ROAD COUNTY BUILDING CONC. TANK ARA GNRAL NOTS:. ACCSS TO TH CONTRACTOR STAGING ARA WILL B FROM MIDDL ROAD OFF OF TH NTRANC TO TH AIRPORT AT GAT 4. CONTRACTORS SHALL ONLY UTILIZ COUNTY ROADS, SUCH AS MIDDL ROAD, FOR CONSTRUCTION TRAFFIC AND DLIVRIS. TOWN ROADS AR NOT TO B USD. 2. UNDRGROUND UTILITY LAYOUT INFORMATION WAS COMPILD FROM AS-BUILT INFORMATION AND RCORD PLANS AND IS OFFRD SOLLY FOR TH PURPOS OF PROVIDING TH CONTRACTOR WITH DATA AVAILABL TO TH NGINR. ngineering TH ACTUAL LOCATIONS IN TH FILD MAY B DIFFRNT FROM THAT SHOWN. TH CONTRACTOR SHALL VRIFY LOCATIONS OF ALL UTILITIS AND AIRPORT CABLS IN FILD PRIOR TO CONSTRUCTION. 3. IN TH VNT OF DAMAG TO CABLS AND UTILITIS, TH NGINR AND AIRPORT AUTHORITIS AR TO B NOTIFID IMMDIATLY AND TH CONTRACTOR SHALL RPAIR TH DAMAG, AS DIRCTD BY TH NGINR, IMMDIATLY AND AT TH CONTRACTOR'S XPNS. ALL DAMAGD CABLS, WILL B RPLACD TO TH NARST FIXTURS. NO FILD SPLICS WILL B PRMITTD. 4. ALL XCSS SPOIL FROM XCAVATIONS SHALL B DISPOSD OF OFF SIT AT TH CONTRACTOR'S XPNS. ANY DISPOSAL PRMITS RQUIRD AR TH RSPONSIBILITY OF TH CONTRACTOR. 5. ANY IRON PINS, CONCRT MONUMNTS, SURVY MONUMNTS, OR OTHR ITMS DFINING PROPRTY LINS OR BASLINS WHICH AR DISTURBD BY CONSTRUCTION OPRATIONS SHALL B PROPRLY TID AND ACCURATLY RST UPON COMPLTION OF WORK BY TH CONTRACTOR AT NO COST TO TH OWNR. PASSRO ASSOCIATS Architecture MAG NAIL () 20' WID LCTRIC GAT HANGARS BID ADDITIV NO. TMPORARY LIGHTD LOW PROFIL BARRICADS PLACD AS ORDRD BY OWNR (TYP.) FBO BUILDING TRANSFORMR 6. LVATIONS AR BASD ON U.S.C. & G.S. DATUM. TH CONTRACTOR WILL B RSPONSIBL FOR MAINTAINING THS SIT BNCH MARKS OR MOVING THM IF THY AR IN TH LIN OF CONSTRUCTION. 7. TH CONTRACTOR SHALL B RSPONSIBL FOR SAFLY MAINTAINING TH CONSTRUCTION SIT THROUGHOUT TH PRIOD OF CONSTRUCTION. 8. TH CONTRACTOR SHALL NOT LAV CONSTRUCTION QUIPMNT RUNNING OR UNATTNDD IN CLOS PROXIMITY TO NIGHBORING HOUSS. 9. ALL COSTS ASSOCIATD WITH MAINTNANC OF PUBLIC ROADS, ACCSS ROADS, RSTORATION OF SURFACS DISTURBD AS A RSULT OF TH CONTRACTOR'S OPRATIONS AND ALL BARRICADS AND TMPORARY CONSTRUCTION SIGNS AND MARKINGS SHALL B INCLUDD UNDR ITM M-00, MAINTNANC AND PROTCTION OF TRAFFIC. 0. SIT DRAINAG SHALL B MAINTAIND THROUGHOUT TH PRIOD OF CONSTRUCTION.. WHN MATCHING INTO PAVMNT GRADS, CONTRACTOR SHALL SAW CUT TH PAVMNT WITH A NAT, STRAIGHT VRTICAL DG. TH CONTRACTOR SHALL ADJUST NW PAVMNT GRADS TO MATCH PAVMNT GRADS. SAW CUT A MINIMUM OF 2". CONTRACTOR'S STAGING ARA 2' WID GAT ASPHALT APRON 20' WID LCTRIC GAT 2. CONSTRUCTION SIGNS SHALL RMAIN IN PLAC UNTIL TH WORK HAS BN ACCPTD BY TH OWNR, AND ALL ARAS AR OPND TO TRAFFIC. Stamp: Y:\Projects-New\995\ \ \Drawings\Airport\ R General Plan.dwg, General Plan, 0//208 2:22:48 PM, BSAVAG CONTROL POINTS (NAD 83) COOK ROAD T-HANGAR POINT NUMBR DSCRIPTION MAG NAIL (CP6) LVATION (FT) NORTHING 908, ASTING 960, MAG HUB (CP95) , , MONUMNT DUNNPORT , , ROFA ROFA LCTRICAL BUILDING BID ADDITIV NO. 3 INSTALL 8" THICK, 35'X35', RINFORCD CONCRT PAD FOR FUL SRVICING TRUCK PARKING TAXIWAY A BID ADDITIV NO. INCLUDS TH SAF RMOVAL OF ALL ABOV GROUND, FUL FARM INFRASTRUCTUR (BOTH WST AND AST FULING SITS) (S SHTS 7 & 8) ROFA TAXIWAY A TI-DOWN (TYP.) BAS BID TMPORARY LIGHTD LOW PROFIL BARRICADS PLACD AS ORDRD BY OWNR (TYP.) BAS BID PROPOSD - 2,000 GAL 00LL AVGAS AND - 2,000 GAL JT A ABOV GROUND FUL TANKS ON CONCRT PAD INCLUDING BOLLARDS, OVRHAD LIGHT, LCTRICAL SRVIC, AND COMMUNICATIONS FOR COMPLT AND OPRATIONAL SRVIC MAG HUB (2) ROFA WINDCON AND SGMNTD CIRCL ROFA ROFA TAXIWAY A ROFA RUNWAY 6-24 AWOS MONUMNT DUNNPORT (3) TAXIWAY B /ROFA Client: County of Chautauqua 363 Airport Drive Jamestown, NY 470 Passero Associates 242 W. Main Street Rochester, NY 464 Principal-in-Charge Project Manager Designed by No. Revisions Date By Description 0//8 BDS ADDNDUM # RVISIONS UNAUTHORIZD ALTRATIONS OR ADDITIONS TO THIS DRAWING IS IN VIOLATION OF STAT DUCATION LAW ARTICL 45 SCTION 7209 AND ARTICL 47 SCTION THS PLANS AR COPYRIGHT PROTCTD County: Project No. Drawing No. Date Town/City: (585) Fax: (585) Andrew Holesko Gregory T. Topping, P.. MKG, BDS, LS, MS General Plan Chautauqua County/ Dunkirk Airport (DKK) Chautauqua Dunkirk State: R September 208 New York c

25 C Y:\Projects-New\995\ \ \Drawings\Airport\ R Site and Utility Plan ADD-.dwg, Site Plan, 0//208 :39:58 PM, BSAVAG NOTS: CIVIL AIR PATROL TRAILR LCTRICAL VAULT TA 7+00 A HANGAR TA 8+00 RMOV, DISCONNCT, AND DISPOS OF JT A PANL GRAVL ARA TAXIWAY A (S NOTS 2-4) AIRFILD LCTRIC HOMRUNS BID ADDITIV NO. 3 INSTALL 35' X 35', 8" THICK, RINFORCD CONCRT PAD, WITH " HIGH INTGRAL, PRIMTR CONCRT CURB, ON 2" SUBBAS COURS FOR FUL SRVICING TRUCK PARKING. ALL WORK SHOWN IS BAS BID UNLSS OTHRWIS NOTD. 52' AIRFILD LCTRIC HOMRUNS 2. FUL FARMS (BOTH JT A AND AVGAS) SHALL RMAIN FULLY OPRATIONAL UNTIL TH NW FUL FARM IS COMMISSIOND AND IN ACTIV OPRATION. IN NO WAY SHALL CONSTRUCTION OPRATIONS IMPACT FULING SRVICS UNTIL SUCH TIM. S DRAWINGS 7 AND 8 FOR ADDITIONAL DMOLITION DTAILS. 3. CONTRACTOR SHALL FILD VRIFY LOCATIONS AND ROUTING OF ALL FUL FARM (BOTH JT A AND AVGAS) UTILITIS PRIOR TO COMMNCING WORK. FUL FARM UTILITIS SHOWN AR FROM RCORDS, AND ND TO B VRIFID. 4. FUL FARM UTILITY INFRASTRUCTUR (CONDUIT, RAC WAYS...TC.) SHALL B RMOVD IN SUCH A WAY AS TO NOT LAV A PATH FOR DBRIS/WATR TO NTR TH BUILDING BY MANS OF PROPR TRMINATION CAULKING, AND XTRIOR R-FINISHING TO MATCH. 5. S DRAWING 4 FOR ADDITIONAL FUL FARM LAYOUT AND GRADING INFORMATION. S DRAWING 2 FOR SURVY CONTROL INFORMATION. 6. ALL PROPOSD R-ROUTING OF AIRFILD LIGHTING CIRCUITS SHALL B WITH /C #8 AWG, 5 KV, L-824, TYP "C" CABL IN 2" PVC CONDUIT WITH #6 BAR COUNTRPOIS IN SPARAT TRNCH MTING RQUIRMNTS OF L-08 AND L-0 SPCIFICATIONS. 7. CONTRACTOR SHALL FILD VRIFY UTILITY LOCATIONS PRIOR TO BOR. ASPHALT TURF 27'-6" ASPHALT ARA HANGAR HANGAR HANGAR HANGAR 8" PVC MTAL HANGAR FBO PROPOSD PVC CONDUITS FOR 0 0'W (208) FUL FARM SRVIC AND 00 LL AVGAS FUL FARM (6,000 GAL A.) BID ADDITIV NO. RMOV ABOV GROUND FUL FARM INFRASTRUCTUR (TANKS TO RMAIN) (S NOT 2 AND S SHTS 7 & 8) CATCH BASIN (TYP.) TAXIWAY DG MARKING TA 9+00 TA TA 2+00 TA TA TA TA JT A FUL FARM LCTRIC AND COMMUNICATIONS SRVICS (ABANDON IN-PLAC, S NOTS 2-4) UNDRGROUND JT A FUL FARM (0,000 GAL A.) BID ADDITIV NO. RMOV ABOV GROUND FUL FARM INFRASTRUCTUR (TANKS TO RMAIN) (S NOT 2 AND S SHTS 7 & 8) CB T.G INV. 5" CPP SW INV. 5" CPP N INV. 6" U.D. S APRON MARKING (TYP.) CB T.G INV. 5" CPP SW INV. 5" CPP N CB T.G INV. 5"CPP SW INV. 5"CPP N ' TI-DOWN ANCHOR (TYP.) C.O. INV TRNCH DRAIN TAXIWAY DG MARKING (TYP.) CB T.G R=30' INV. 5" CPP SW (TYP.) INV. 5" CPP N INV. 6" U.D. S ASPHALT MATCH TAXILAN C L 58' PROPOSD 6" WID YLLOW R=30' (TYP.) TAXILAN L C TO FIXD OR MOVABL OBJCT CLARANC (MUST RMAIN CLAR OF OBSTRUCTIONS THROUGHOUT TAXILAN CNTRLIN MARKING (TYP.) CONSTRUCTION) MATCH TAXILAN L C P.C./P.T. 60' (MIN.) P.T. 57.5' PROPOSD 3-2" PVC CONDUIT AND CONNCT NW 3-PHAS SUB-PANL TO 3-PHAS POWR IN HANGAR THROUGH SPAR 3-PHAS DISCONNCT ROUT NW JT A AND AVGAS FUL CIRCUITS IN NW RIGID STL CONDUIT TO NW SUB-PANL. SAL ALL WALL PNTRATIONS PR APPLICABL COD(S). PAVMNT TRNCH RSTORATION 4" PVC DOWNSPOUT LATRAL (TO RMAIN) AVGAS FUL FARM LCTRIC SRVIC (ABANDON IN-PLAC, S NOTS 2-4) CONCRT PAD (TO B ABANDOND IN PLAC) BCH C99 RMOV TAXILAN MARKING (TYP.) BCH C99 PROPOSD 8" DIA. PULLBOX (TYP.) RPAINT CB T.G INV. 6" U.D C W SCAL " = 30' C W C C W W C W C.O. INV FP CONNCT BCHCRAFT BCH C99 (XAMPL AIRCRAFT) PROPOSD DUCT BANK 4-4" PVC CONDUITS AND PAVMNT TRNCH RSTORATION TAXIWAY A TURF RMOV TI DOWN MARKINGS BY WATR BLASTING (ANCHORS TO RMAIN) (TYP.) DISCONNCT, RMOV AND DISPOS OF SHUTOFF QUIPMNT IN/ON FBO BUILDING (S NOTS 2-4) ABANDON WIRS IN PLAC PROPOSD PVC CONDUITS FOR RUNWAY 5-33, TAXIWAYS A & B (NORTH), APRON LIGHTING, FUL FARM SRVIC AND COMMUNICATIONS (AIRFILD LIGHTING SHALL B IN SPARAT CONDUIT THAN FUL FARM SRVICS) (S NOT 6) PROPOSD - 2,000 GAL 00LL AVGAS AND - 2,000 GAL JT A ABOV GROUND FUL TANKS ON CONCRT PAD INCLUDING BOLLARDS, OVRHAD LIGHT, LCTRICAL SRVIC, AND COMMUNICATIONS FOR COMPLT AND OPRATIONAL SYSTMS (S DRAWING 4) PROPOSD 8" DIA. PULLBOX (TYP.) RUNWAY 5-33, TAXIWAYS A AND B (NORTH) PROPOSD 24" SQ. PULLBOX (TYP.) CHAIN LINK FNC COMMUNICATIONS (TYP.) R-WIR LIGHTS TO NW PULLBOX IN NW 2" PVC CONDUIT WITH 2-/C, #8 AWG, 5 KV, L-824, TYP "C" CABL, ABANDON WIRS IN PLAC 89' APRON DG LIGHT (TYP.) UTILITY POL (TO RMAIN) 2X4" DUCT BANK RMOV AND SALVAG TO OWNR "VDR-ROUT" SYSTM CANTILVR SLID GAT PROPOSD 3-2" PVC CONDUITS (DIRCTIONAL DRILLD) (S NOT 7) CONNCT TAXIWAYS A & B (NORTH), AND RUNWAY 5-33 DG LIGHTING CIRCUITS TO NW IN NW PULLBOX PROPOSD SWAL FLOWLIN (S NOT 5) CIRCUITS TO NW IN NW PULLBOX RCONNCT APRON LIGHT CIRCUIT AT BAS MOUNTD LIGHT 6" DIA. HDP UNDRDRAIN (TYP.) (TO RMAIN) SGMNTD CIRCL AND WINDCON CIRCUIT CONNCT PROPOSD MONITORING QUIPMNT TO PANL IN FBO BASMNT VIA "INTRINSICALLY SAF" CIRCUIT TO PASSRO ASSOCIATS ngineering Stamp: Client: Passero Associates 242 W. Main Street Rochester, NY 464 Principal-in-Charge Project Manager Designed by No. Revisions Date By Description UNAUTHORIZD ALTRATIONS OR ADDITIONS TO THIS DRAWING IS IN VIOLATION OF STAT DUCATION LAW ARTICL 45 SCTION 7209 AND ARTICL 47 SCTION THS PLANS AR COPYRIGHT PROTCTD County: Project No. Drawing No. Date MAGNTIC NORTH Town/City: (585) Fax: (585) State: Architecture County of Chautauqua 363 Airport Drive Jamestown, NY 470 0//8 BDS ADDNDUM # RVISIONS Andrew Holesko Gregory T. Topping, P.. MKG, BDS, LS, MS Site & Utility Plan Chautauqua County/ Dunkirk Airport (DKK) Chautauqua Dunkirk R September 208 TRU NORTH New York c

26 C W W W W Y:\Projects-New\995\ \ \Drawings\Airport\ R-06 Layout and Details ADD-.dwg, Layout 4, 0//208 :59:05 PM, BSAVAG A NOTS: APRON 43'-0" (S NOT 2) 2'- 0" (S NOT 2) CC C C C C C C W W 3' CLAR (TYP.) FOR CONTIUATION OF SWAL FLOWLIN S DRAWING PROPOSD 4" WID YLLOW GOR MARKINGS (TYP.). XTND LCTRIC AND COMMUNICATION UTILITIS IN UNDRGROUND CONDUIT AS SHOWN ON TH SIT PLAN, TO TH RSPCTIV FUL FARM COMPONNTS. 2. TH FINAL QUIPMNT LAYOUT AND SLAB SIZ SHALL MT MANUFACTURR AND COD RQUIRMNTS, AND B COORDINATD WITH OWNR. 3. TH FIR XTINGUISHRS SHALL B INSTALLD AT LOCATIONS COORDINATD WITH OWNR, MTING TH RQUIRMNTS OF NFPA 407 AND NYSDC, IN WATHR PROTCTD CABINTS. 4. A SINGL LADDR, PLATFORM AND CATWALK SYSTM WOULD ALSO B ACCPTD, FOLLOWING OWNR RVIW. ALL MONITORING PORTS MUST B ASILY ACCSSIBL FROM PLATFORM(S). 5. ALL NW OR RLOCATD CONDUITS AND/OR WIRING SHALL B BLOW FINISHD GRAD. 6. ALL STATIC GROUND HOS RLS SHALL B INSTALLD IN SLF-NCLOSD CABINTS. FUL PORT FOR JT A TANK SHALL B IN SLF-NCLOSD CABINT. ALL DISPNSRS B CONSTRUCTD TO B WATHRPROOF OR IN A SLF-NCLOSD CABINT. 7. S DRAWING 3R FOR ADDITIONAL LAYOUT INFORMATION. S DRAWING 2 FOR SURVY CONTROL INFORMATION. PROPOSD 6" CONCRT PAD WITH 6" SUBBAS COURS 2' 45 UNDRDRAIN (TO RMAIN) PROPOSD SLF SRV KIOSK AND 3-SIDD NCLOSUR BID ADDITIV NO. 2 CONNCT TO JT A TANK TI-DOWN MARKING (TYP.) (TO B RMOVD BY WATR BLASTING) TI-DOWN ANCHOR (TYP.) (TO RMAIN) TI-DOWN ANCHOR (TYP.) (TO RMAIN) ' 5' PROPOSD MRGNCY SHUTOFF AND SIGN (S DTAIL) 4'-6" (TYP.) ' (MIN.) W W W W W W C C C C C C PROPOSD SINGL-POINT NW 6" BOLLARD (TYP.) (S DTAIL) HOS, STATIC GROUND RL ON PLATFORM IN 3-SIDD CABINT NCLOSUR NW JT A 2,000 GALLON TANK UNDRDRAIN CLANOUT(TO RMAIN) BID ADDITIV NO. 2 PROPOSD FUL DISPNSR ON PLATFORM FOR SLF-SRV CUSTOMRS PROPOSD FUL DISPNSR ON PLATFORM APRON LIGHTING CIRCUIT (ABANDON IN PLAC) BID ADDITIV NO. 2 PROPOSD OVRWING HOS STATIC GROUND RL ON PLATFORM, INSID 3-SIDD CABINT NCLOSUR, FOR SLF-SRV CUSTOMRS PROPOSD LIGHT AND LIGHT POL (S DTAIL) 0'-0" (S NOT 2) PROPOSD STATIC GROUND HOS RL ON PLATFORM INSID 3' CLAR 3-SIDD CABINT NCLOSUR (TYP.) '-6" (S NOT 2) 4' (TYP.) TAXIWAY B/C CIRCUIT (ABANDON IN PLAC) RUNWAY 5-33 CIRCUIT (ABANDON IN PLAC) FLOWLIN 8'-0" (S NOT 2) LADDR (S NOT 4) 8'-0" (S NOT 2) RCONNCT TAXIWAY B/C, AND RUNWAY 5-33 CIRCUITS IN NW 8" DIA. PULLBOX RCONNCT APRON LIGHT TO APRON LIGHTING CIRCUIT AT APRON DG LIGHT '-8" (TYP.) PROPOSD 8" THICK, RINFORCD, CONCRT SLAB W W W W W 4'-7 3/4" (TYP.) NW 00 LL AVGAS 2,000 GALLON TANK C ' - 0" (S NOT 2) C C C C 0'-9" (TYP.) '-0" (S NOT 2) PROPOSD 8" DIA. PULLBOX (TYP.) PROPOSD FUL FARM LCTRIC (), COMMUNICATIONS (C), AND MONITORING (M) CIRCUITS, WIR AND GROUND TO B FURNISHD AND SIZD PR NC RQUIRMNTS, IN NW 2" PVC CONDUIT PROPOSD AIRFILD LIGHTING CIRCUITS, /C #8 AWG, 5KV, L-824 TYP "C", IN NW 2" PVC CONDUIT WITH #6 BAR COUNTRPOIS IN SPARAT TRNCH (TWY B NORTH, RWY 5-33, AND APRON ) PROPOSD SWAL FLOWLIN, CONSTANT GRAD TO CATCH 0.50% (S SIT AND UTILITY PLAN FOR CATCH BASIN LOCATION) TURF PASSRO ASSOCIATS ngineering Stamp: Client: Passero Associates 242 W. Main Street Rochester, NY 464 Principal-in-Charge Project Manager Designed by No. Revisions Date By Description UNAUTHORIZD ALTRATIONS OR ADDITIONS TO THIS DRAWING IS IN VIOLATION OF STAT DUCATION LAW ARTICL 45 SCTION 7209 AND ARTICL 47 SCTION THS PLANS AR COPYRIGHT PROTCTD County: Project No. Drawing No. Date Town/City: (585) Fax: (585) State: Architecture County of Chautauqua 363 Airport Drive Jamestown, NY 470 0//8 BDS ADDNDUM # RVISIONS Andrew Holesko Gregory T. Topping, P.. MKG, BDS, LS, MS Layout Chautauqua County/ Dunkirk Airport (DKK) Chautauqua Dunkirk R September 208 New York c