'\ \ 􀁾􀁾􀀠 c , (l) _ E •_ cO Il .= _ a'("l:) • >􀀬􀁾'" 􀀠 􀀬􀁾;:, 1: 0 a. 􀁾􀀠 -,,'" '.'--. . . ) 􀀭􀀭􀀭􀁾􀀭􀀭􀀮􀀭..􀀭􀀽􀀭􀀺􀀺􀀮􀀮􀁾􀀭􀁾􀀭􀀮􀀭􀀮􀁾􀀬􀀬􀁾􀀭􀀭􀀧􀀭􀀧:.. 􀁾􀁾􀀺􀁾􀁾􀀭􀁾􀀭􀀮􀀺􀀠_. 􀀭􀀬􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀢􀀭􀀧􀀠 􀁾􀁴􀀱􀁴􀁴􀁤􀁾􀀺􀀠 􀁾􀁾􀀠 􀁾􀁾􀀠 􀁾􀁾􀀠 H-rvr@.. 􀁏􀀭􀁑􀁜􀀢􀁾􀀠Ho{hr JI '(11\ 􀁾􀁏􀁶􀁊􀁙􀁖􀁴􀁾􀀠 l)"'Vl(,l 􀀤􀁾􀀠 L11..1$ .E, 'BtI( 􀁾􀁴􀀧􀁲􀀠 D",vl:.. LV41d-tL" k-t J A /I,,-tr 1 GROUND VEHICLE OPERATIONS TRAINING MANUAL Summary: This handbook has been developed to promote the safe operation of ground vehicles on Addison Airport. Its purpose is to familiarize ground vehicle operators with: • The airport driving rules and regulations, and penalties for violations • Airside driving requirements • Vehicle requirements • Movement area and Non-Movement area driving requirements • Airport familiarization • Taxiway area recognition • Runway area recognition • Communications • Light gun signals It is the responsibility of all ground vehicle operators to be familiar with these rules and regulations and abide by them. Adherence to these regulations will enhance the safety of each and everyone who uses Addison Airport. Any person who does not comply with the provisions of these Ground Vehicle Regulations will be subject to penalties. These penalties may include: written warnings, re-training. suspension or revocation of airside driving privileges. 2 Section 1. Airport Driving Rules and Regulations 1.1 Authority for Implementation of Rules and Regulations. The Addison Airport operates under the authority of the Town of Addison, The Town of Addison has granted the Washingion Staubach Airport Venture ryvSAAV) the authority to make rules for the management and supervision of its airport affairs. 1.2 Applicability. This regulation applies to all users of and persons on any portion of the property owned or controlled by the Addison Airport, No persons are exempt from airport operating training requirements for operating a vehicle on the airside of an airport These Rules and Regulations may be amended, changed, or modified by WSAAV, as necessary, 1.1 Definitions. The following tarms are defined as indicated in this section for the purpose of this Ground Vehicle Operation Training Manual. 1.3.1 Accident -a collision between an aircraft or vehicle and another aircraft, vehicle, person, or object that results in property damage, personal injury, or death, 1.3.2 Airside -those areas of an airport that support aircraft activities, inside the fence areas. 1.3.3 Airport Traffic Control Tower (ATCT) -a service operated by an appropriate authority to promote the safe, orderly, and expeditious flow of air traffic, The primary frequency for ground vehicle operators to communicate with ATCT is 121,6 MHz. Ground Control. 1.3.4 Aircraft -a device that is used or intended to be used for flight in the air. 1.3.5 Apron or Ramp -a defined area on an airport of heliport intended to accommodate aircraft for the purposes of parking, loading, and unloading passengers or cargo, refueling, or maintenance, 1.3.6 Common Traffic Advisory Frequency (CTAFI-radio frequency deSigned for the purpose of carrying out airport advisory practices while operating to or from an airport without an operating ATCT or when the tower is closed, The CTAF for Addison Airport is 126.0, 1.3.7 Fixed-Based Operator (FSO) -a person, firm, or organization engaged in a business that provides a range of basic services to general aviation, Services may include the sale and dispensing of fuel, line services, aircraft parking, and tie-down, pilot and passenger facilities, airframe and power plant maintenance, aircraft sales and rental, and pilot instruction, 1.3.8 Foreign Object Debris (FOD) -debris that can cause damage to aircraft engines, tires, or skin from rocks, trash, or the actual debris found on runways, taxiways, and aprons. 1.3.9 General Aviation (GAl -that portion of civil aviation that encompasses all facets of aviation except air carriers holding a certificate of public convenience and necessity, 1.3.10 Ground Vehicle -all conveyances, except aircraft, used on the ground to transport persons, cargo, fuel, or equipment. 1.3.11 ILS Critical Area -an area provided to protectthe signals of the localizer and glideslope. 1.3.12 Incursion -any occurrence at an airport involving an aircraft, vehicle, person, or object on the ground that creates a collision hazard or results in loss separation with an aircraft taking off, intanding to take off, landing, or intending to land, 1.3.13 Jet Blast -jet engine exhaust or propeller wash (thrust stream turbulence), 3 1.3.14 Light Gun -a hand held, directional light-signaling devices that emits a bright narrow beam of white, green, or red light, as selected by the tower controller. The color and type of light transmitted can be used to approve or disapprove anticipated pilot or vehiCle actions where radio communication is not available. The light gun is used for controlling traffic operating in the vicinity of the airport and on the airport movement area. 1.3.15 Mobile Fueler -a vehicle owned andlor operated by authorized agents to pump and dispense Jet A and 100 LL fuel at Addison Airport. 1.3.16 Movement Area -the runways, taxiways, and other areas of an airport that aircraft use for taxiing, takeoff, and landing, exclusive of loading ramps and parking areas, and that are under the control of an air traffic control tower. 1.3.17 Non-movement Areas -taxiways, aprons, and other areas not under the control of air traffic or at airports without an operating airport traffic control tower. 1.3.18 Operator-any person who is in actual physical control of an aircraft or a motor vehicle. 1.3.19 Owner -a person who holds the legal title of an aircraft or motor vehicle. 1.3.20 Runway -a defined rectangular area on a land airport prepared for the landing and takeoff run of aircraft along its length. 1.3.21 Runway in Use or Active Runway -any runway or runways currently being used for takeoff or landing. When multiple runways are used, they are all considered active runways. 1.3.22 Runway Safety Area -a 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. 1.3.23 Taxiways -those parts of the airside designated for the surface maneuvering of aircraft to and from the runways and aircraft parking areas. 1.3.24 Tie Down Area -an area used for securing aircraft to the ground. 1.3.25 Uncontrolled Airport -an airport without an operating airport traffic control tower or when airport traffic control tower is not operating. operating. 1.3.26 Vehicle Service Road -a designated roadway for vehicles in a non-movement area. 1.4 Severability. If any section, subsection, subdivision, paragraph, sentence, clause, or phrase of these Ground Vehicle Regulations or any part thereof is for any reason held to be unconstitutional, invalid. or ineffective by any court of competent jurisdiction or other competent agency, such decision will not affect the validity or effectiveness of the remaining portions of these Ground Vehicle Regulations. 1.5 Violation of Rules -Penalties and SuspenSion of Driving Privileges. Any person who does not comply with any of the provisions of these Ground Vehicle Regulations. or any lawful order issued pursuant thereto, will be subject to progressive panalties for repeat violations. These penalties may include denied use of the Airport in addition to the penalties described pursuant to Federal, state, or local authorities. 1. Penalties for failure to comply with the Ground Vehicle Regulations shall consist of written wamings, suspension of airside driving privileges, andlor revocation of airside driving privileges. Receipt of 3 written warnings by an operator of a vehicle in any 12-rnonth period will automatically result in suspension of airside driving privileges. Receipt of 5 written wamings in any 12-rnonth period will automatically result in revocation of airside driving privileges. 2. Based on an evaluation of the circumstances or the severity of a particular incident or incidents. the Airport Director, or his/her deSignee, reserves the exclusive right to assess any penalty it deems appropriate at any time to any individual authorized to operate a vehicle on the airside without regard to prior operating history. 3. Suspension of airside driving privileges shall be no less that 3 calendar days and no greater that 30 calendar days. 4. The Airport Director will provide a copy of all written warnings issued to an operator to the local manager of the company owning or in possession and control of the vehicle or vehicles involved in the violation{s}. The Airport Director may require any individual involved in a runway incursion or other vehicle incident to complete remedial airfield driver training. 1.6 Driver Regulations on the Airslde of the Airport 1.6.1 Vehicle Operator Requirements. 1. All applicants must satisfactorily complete the applicable driver's training class before receiving an airside driver's license. 2. Ail applicants must pass the written test with a grade of at least 75 percent. Applicants who do not pass the written test may retake the test after additional study. 3. No vehicle shall be operated on the airside unlessa. The driver is authorized to operate the class of vehicle by an appropriate state-licensing agency or by the driver's employer through a company training/certification program. b. The driver properly displays an approved, airport-issued 10 card. 4. No person operating or driving a vehicle on any aircraft ramp shall exceed a speed greater than 15 miles per hour. Factors including, but not limited to, weather and visibility shall be taken into consideration when determining safe operating speed. S. Moving aircraft and passengera enplaning or deplaning aircraft shall have the right-of-way at all times over vehicular traffic. Vehicles drivers must yield the right-of-way. 6. No vehicle operator shall enter the movement area a. Wrthout first obtaining clearance from the ATCT to enter the movement area; b. Unless equipped with an oparable two-way radio in communication with the ATCT; or c. Unless escorted and as long as the vehicle remains under the control of the escort vehiCle. 7. No person shall operate any motor vehicle that is in such physical or mechanical condition as to endanger persons or property or that the Airport Director considers an endangerment . 8. No person shall park a vehicle in an aircraft parking area, safety area, or in a manner that obstructs or interferes with operations in the aircraft movement area or apron area. 9. No person shall park, or leave unattended, vehicles, or other equipment that interfere with the use of a facility by others or prevent movement or passage of aircraft, emergency vehicles, or other motor vehicles or equipment 5 10. No person shall operate a vehicle or other equipment within the airside under the influence of alcohol or any drug that impairs, or may impair, the operator's abilities. 11. Each vehicle operator using an airport perimeter gate shall ensure the gate closes behind the vehicle prior to leaving the vicinity of the gate. The vehicle operator shall also ensure no unauthorized vehicles or persons gain access to the airside while the gate is open. 12. Vehicle operators shall not operate vehicles in a reckless or careless manner. A reckless and careless manner is one that intentionally or through negligence threatens the life or safely of any person or threatens damage or destruction to property. 13. Vehicles shall not enter the movement area or cross runways unless the operator of the vehicle has received required training and authorization from Airport Management to operate on the movement area. Whenever possible, all airport vehicles shall utilize the airport perimeter and service roads to transition between between areas on the airport 14. Each vehicle operator is responsible for the activities of each vehicle passenger on the airs ide of the airport. 1.6.2 Vehicle Regulations. 1. No vehicle shall be operated on the airside unless it has proper stete registration. 2. All vehicles operated on the airside must have vehicle liability insurance, as required by stete law. 3. No vehicle shall be permitted on the airside unlessa. It is in sound mechanical condition with unobstructed forward and side vision from the driver's seat. b. It has the appropriately rated and inspected fire extinguishers (service vehicles and fuel trucks). c. It has operable head lamps and brake lights. 4. Vehicles operating on the movement area shall be equipped with operating amber rotating beacon or equivalent. 1.6.3 Vehicular Accidents. Operators of vehicles involved in an accident on the airport that results in injury to a person or damage to an aircraft, airport property, or another vehicle shall1. Immediately stop and remain at the scene of the accident. 2. Report the accident immediately to the Addison Police Department before leaving the scene. 3. Provide and surrender the following to any responding Airport Management personnel: name and address, airport identification card, state driver's license, and any additional information such personnel need to complete a motor vehicle accident report. 6 Section 2. Driving on the Non-Movement Area Non-movement areas include taxilanes, aprons, and other areas not under the control of the ATCT. Anyone authorized to operate a motorized vehicle on the airside my do so on the nonmovement areas without being in positive radio contact with the ATCT. These areas include: Service road parallel to Taxiway Alpha, taxilanes, and General aviation aprons. 2.1 Driving. Operating within the ramp areas requires the vehicle driver to exercise extreme caution as aircraft are aiways moving, aircraft passengers may be walking, and noise levels are high, 2.1.1 Vehicle drivers should1. Never drive between 􀁳􀁾􀁴􀁹 cones or across delineated passenger walkways. 2. Watch cockpit blind spots -pilots typically cannot see behind or below the aircraft, 3. Avoid jet blast or prop wash, which can blow debris or overturn vehicle. 4. Be aware and avoid moving propellers that can cause damage, injury, or death. 5. Be aware of other vehicle movements -you may not hear them approaching due to to the aircraft engine noise. 6. Yield to aircraft, passengers, and emergency vehicles, which ALWAYS have the right-of-way on any portion of the airport When traveling on the apron, always use the deSignated vehicle service road. Parked aircraft may still have their engines running, so be aware of the hazards of jet blast or prop wash, which may overturn vehicles. Before an aircraft engine is started, the aircraft's red flashing beacons must be on. In some instances, propellers and engine spinners are marked to indicata when the engine is operating. A pilot's ability to maneuver quickly on the ground is limited. Propellers and jet engines can cause significant damage and injury to personnel. In addition, cockpit visibility prohibits the pilot from seeing under the nose or behind the aircraft and limits the pilofs ability to avoid ground vehicles. . 2.2 Nighttime and poor Weather Driving Conditions. Poor weather conditions (snow, fog, rain, etc.) might obscure visual cues, roadway markings, and airport signs. Vehicle operators should remain vigilant of their surrounding and operating boundaries. Watch out for aircraft operating under low visibility conditions. 7 ':., ou.s. De portment of Transportation AIRFIELD VISUAL AID SAFETY PLACARD Federal Aviation AdmlnistlOllon 􀁾􀀭􀁾􀀠RSAlOFZ BOUNDARY: Exit -FL-ASH-ING-GREEN -== boundary of rwy protected areas RWYIRWY HClI D PClRITIClN' I, IlS CRITICAL AREA BOUNDARY: Hold short of intersecting runway I' II II II I Exit boundary of IlS critical area STEADY GREEN STEADY REO Defines diredion RWY EXIT: Defines direction & designation of exit twy from rwy OUTBOUND DESTINATION: Defines directions to take-off runways INBOUND DESTINATION: Defines directions for arriving aircraft FAA Form 5281l-7 (12·95) NSN: 0052·00·916·1000 Section 3. Driving on the Movement Area Drivers who are authorized to drive on the movement area require more training and vigilance since there are dangers associated with this area that are not present on non-movement areas. In addition to the principals for driving on the non-movement area, drivers who have access to the movement area must be cognizant of the meaning of airfield signs, makings, and lighting configurations. Additionally, they must be able to communicate with Air Traffic Control Tower (ATCT) and be able to follow ATCT directions. 3.1 ATCT Control. Movement areas are define as the runways, taxiways, and other areas of the airport that are used for taxiing, hover taxiing, air taxiing, and takeoff and landing of aircraft, exclusive of loading ramps, and aircraft parking areas. Movement areas are considered 'positive control", meaning that all vehicle operators will need permission from ATCT before entering the area. 3.2 Authorized Vehicles. Only those vehicles necessary for airport operations operations may enter a movement area. The movement area for Addison Airport is shaded in yellow: 8 3.3 Taxiways. 3.3.1 Designations. Aircraft use taxiways to move to and from aprons and the runways. Taxiways are designated by letters or by an letter/number combination as A. 8, G2. or 83. Addison Airport 3.3.2 Lighting. Taxiways are lighted with blue edge lighting. Some taxllanes also have green in-paved, centerline reflectors. 3.3.3 Signs. The signs used on taxiways are direction. destination, location, and taxiway ending marker signs. 1. Direction and Designation Signs have black lettering and a directional arrow or arrows on a yellow background. The arrow indicts the direction to that taxiway, runway, or destination. F • Taxiway Direeiional Sign 9 2. Location Signs have yellow lettering on a black background. The location sign below indicates that the operator of the vehicle/equipment is located on the named taxiway or ru nway. Taxiway Location Sign 3. Runway Safety Area/Object Free Zone (OFZ) and Runway Approach Area Boundary Signs. when required, identify the boundary of the runway safety arealOFZ or the runway approach area to the pilot and vehicle operator. The driver can use these signs to identify when the vehicle is clear of the runway environment. It has a black Inscription that depicts the holdline marking on a yellow background. Runway 􀁁􀁰􀁾􀁾􀁲􀁯􀁡􀁬􀁥􀁨􀀠BilllDclary Sign 3.3.4 Markings. Pavement markings on taxiways are always yellow. The taxiway centerline is painted on all taxiways. On the edges of some taxiways. there is a solid, double yellow line or double-dashed line. If pavements are usable on both sides of the line, the lines will be dashed; if not the lines will be solid. 1. Runway Holding Position Markings are located across each taxiway that leads directly onto a runway. These markings are made up of two solid lines and two broken yellow lines and denote runway holding position markings. These markings are always located with a Runway Holding Position Sign. A vehicle operator must not cross from the solid-line side of the marking without first obtaining clearance. Runway 􀁈􀁯􀁬􀁤􀁩􀁮􀁾 Position 􀁍􀁡􀁲􀁫􀁩􀁾􀀠 10 2. Non-Movement Area Boundary Markings consist of two yellow lines (one solid and one dashed). The solid line is located on the non-movement area side. while the dashed yellow line is located on the movement area side. A vehicle operator is not to cross from the solid-line side without first contacting the ATCT and obtaining a clearance to operate on the movement area. "'--.-:. . 􀁾• ..,;, 􀀢􀁾􀁬􀀡􀀺􀁫􀁦􀁾􀁾􀁾􀁾􀀧􀀢􀀠 NOli-Movement Area Boulldary Marking Instrument Landing System flLSl Critical Area Holding Position Markings are comprised of two parallel yellow lines with lines running perpendicular between the two parallel yellow lines. These markings identify the location on a taxiway where an aircraft or vehicle is to stop when it does not have clearance to enter ILS critical areas. The ILS critical area must remain clear, especially in inclement weather. If a vehicle proceeds past this ILS marking, it might cause a false signal to be transmitted to the landing aircraft. II I1III I1I1I1 ILS Hold Position Position Marking 3.4 Runways. 3A.1 Designations. Runways are areas where aircraft land and take off. Runways are always deSignated by a number such as 15 or 33. The number indicates the compass heading of the runway. An aircraft taking off on runway 15 is headed 150 degrees. Addison's Runway 15-33 11 3.4.2 Lighting. Runways are lighted with a variety of colored lights. are white. If the runway has an instrument approach, runway will be yellow in color. 1. 2. Runway Endffhreshold Light!! are split lenses that are red/green. 3.4.3 Signs. 1. Mandatory Holding Position Signs for Runways have white numbering/lettering on a red background with a white border. These are located at each entrance to a runway and at the edge of the runway safety areaJobstacle-free zone and are collocated with runway holding position markings. Do not proceed beyond these signs until clearance is given by the ATCT to enter onto the runway. 15-33 Runway Hold Sign 12 2. Instrument Landing System ilLS) Holding Position Signs have white letters on a red background with a white border. These signs tell pilots and vehicle operators where to stop to avoid interrupting a type of navigational signal used by landing aircraft. This is a critical area, and a vehicle/equipment operator must remain clear of it (use airpott-specific policy), If a vehicle proceeds pass this ILS marking, it may cause a false signal to be transmitted to the landing aircraft. ILS Hold Sign 3. Runway Distance Remaining Signs provide distance remaining information to pilots during tekeoff and landing operations. They have white numbering on a black background. The number on the sign provides the remaining runway length in 1,OOO.foot increments. Runway Distance Remaining SlglJJl 4. Runway Exit Sign is a destination sign located prior to the runway/taxiway intersection on the side and in the direction of the runway where the aircraft is expected to exit This sign has black lettering and a directional arrow on a yellow background. r----------------, c Rnnway Exit Sign 3.4.4 Markings. 1. Pavement markings on a runway are white. Runway Threshold Markings and Runway Threshold Bars, Runway Aiming Point Markings, Runway Designation Markings, Runway Touchdown Zone Markings, Runway Centerline Markings, Runway Side Stripes, and Displaced Threshold Markings are white. The only non-white lines on a runway are yellow lead-in/-off liens that extend from the runway centerline. 13 Section 4. Communications 4.1 Any vehicle driving on the movement area must be in contact 􀁷􀁾􀁨􀀠the ATCT or capable of monitoring and transmitting on CTAF. Vehicle operators must always monitor the appropriate radio frequency when in the movement areas on controlled airports. Permission must be requested and clearance given prior to driving on the movement area. A vehicle this is equipped with a radio may escort vehicles without radios. 4.2 ATCT will use Ground Control frequency 121.6 MHz to control all ground traffic, vehicle and aircraft, on the movement areas. The frequency is oniy to be used to get clearance onto and off the movement areas. When the ATCT is Closed, the CTAF frequency 126.0 MHz should be used to announce a driver's intentions when opereting within a movement area. 4.3 Phraseology. Vehicle operators must contact the ATCT each and every time they proceed onto or leave the movement area. When proceeding onto a movement area, vehicle operators must tell the controller three things: WHO you you are, WHERE you are, and WHAT your intentions are. Vehicle operators must always acknowledge all communications so ground control and other persons know that the message was received. Vehicle operators must always give aircraft and ground control transmissions priority unless an emergency exists. Very High Frequency frequencies are for the primary use of aircraft and ATCT perscnneL Some typical transmissions .are as follOWS: • "Addison ground control; this is Airport 21 at Taxiway Sierra. Request permission on all taxiways for a pavement inspection." • "Addiscn ground control; this is Airport21 at Taxiway Kilo. Request clearance scuth an runway 15 for light inspection: Reply transmissions may be brief, such as • ATCT: "Airport 21 hold short of runway 15." • Driver: "Airport 21 holding short ofrunway15." • ATCT: "Airport 21 cleared south on runway 15'"Please expedite, landing aircraft on a 10 mile final for runway 15." • Driver. "Airport 21 cleared south on runway 15, will expedite." • Driver: "Ground control, Airport 21 is clear of runway 15." NOTE: If you are unsure what the controller has said, or if you don't understand an instruction, you should ask the controller to repeat it Good communication only occurs when each party knows and understands what the other is saying. 4.4 Common Use Phrases. What is Said: What it Means: Acknowledge Let me know you have received and understand this message. Advise Intentions Let me know what you plan to do. Affirmative Yes. Correction An error has been made in the transmission, and the correct version follows. 14 Go Ahead Proceed with your message only, Hold/Hold Short Phrase used during ground operations to keep a vehicle or aircraft within E specified area or at a specified point while awaiting further clearance from air traffic control. How do you hear me? Question relating to the quality of the transmission or to determine how wall the transmission is being received, Immediately or without Phrase used by ATC when such action compliance is required to avoid an delay imminent situation, Negative "No· or "permission not granted" or "that is not correct,· Out The radio conversation is ended, and no response is expected. Over My radio trsnsmission is ended, and I expect a response. Read Back Repeat my message to me, Roger I have received all of your last transmission. Slend By Means the controller or pilot must pause for a few seconds, usually to attend 10 other duties of a higher priority. Also means to wait as in "stand by for clearance." The caller should reestablish contact if a delay is lengthy, Unable Indicates Indicates inability to comply with a specific instruction, request, or clearance. Verify Request confirmation of information, Wilco I have received your message, understand it, and will comply with it. 4.5 Phonetic Aviation Alphabet Because some letiers have similar sounds, like Band P, the international aviation industry uses the following words to reduce confusion. For example; Taxiway B would be referred to as Taxiway Brsvo on the radio. A ALPHA N NOVEMBER B BRAVO 0 OSCAR C CHARLIE P PAPA 0 DELTA Q QUEBEC E ECHO R ROMEO F FOX-TROT S SIERRA G GOLF T TANGO H HOTEL U UNIFORM is INDIA v VICTOR J JULIET w WHISKEY K KILO X X-RAY L LIMA y YANKEE M MIKE Z ZULU 4.6 ATCT Light Gun Signals. ATCT controllers have a 􀁾􀁣􀁫􀁵􀁰􀀠system for communicating with aircraft or ground vehicles if their radios stop working. The controller has a light gun in the tower that can send out different colored lights to tell the pilot or driver what to do. If a vehicle operator experiences a radio failure on a runway or taxiway, the operator should vacate the runway as quickly and safely as possible and contact the ATCT by other means, such as a cellular telephone, and advise the A TCT of the situation. If this is not practical, then the driver, after vacating the runway, should tum the vehicle toward the tower and start flashing the vehicle headlights and wait for the controller to signal with the light gun. Light gun signals, and their meaning, are as follows: Steady Green OK to cross runway or taxiway. Steady Red STOPI Flashing Red Move off the runway or taxiway. Flashing White Go back to where you started. Alternating Red and Green Use extreme caution. 4.7. Safety The FAA defines runway incursion as "Any occunrence at an airport involving an aircraft, vehicle, person, or object on the ground that creates a collision hazard or results In loss of separation with an aircraft taking off or intending to take off, landing, or intending to land." Runway incursions are primarily caused by error in one or more of the following areas: • Pilot/ground vehicle/controller communications • Airport familiarity • Loss of situational awareness An example of an incursion is a vehicle at an airport with an operating ATCT straying onto a runway in front of an aircraft causing the pilot to take an action to avoid a collision. When driving on the airfield, vehicle operators need to always be aware of their location and the meaning of all pavement markings, lights, and signs. When on the aprons and taxiways, stay away and steer cleer of aircraft. Aircraft always have the right-of-way. NOTE: Any individual involved In a movement area deviation should receive remedial airfield driver's training. 16 H.athl!:'ftn 􀁈􀁡􀁲􀁴􀁮􀁾􀁴􀁬􀀠\¥hile, Chairman R B, ''Ralph'' Marquez, Commissioller Larry R. Sowardl Commissioner Margaret H,offman. Executive Director TEXAS COMMISSION ON ENVIRONMENTAL QUALITY Protecting Texas bll Reducing andPrellenlmg Pollution August 31, 2004 TOWN OF ADDISON PO BOX 9010 ADDISON, TX 75001 Re: TXRI5E057 for the 􀁦􀁡􀁣􀁩􀁬􀁩􀁴􀁹􀁬􀁰􀁲􀁯􀁪􀁥􀁣􀁾􀀠TOWN OF ADDISON AIRPORT PARKWAY REALIGNMENT Located .t: AIRPORT PKWY AT ADDISON RD, ADDISON, TX 7Sl48 Dear Applicant; We have received your Notice ofTermination ofcoverage under the general permit for disch.arge of storm for your facility at the location listed above, We have updated OUr records to show your tennination ofcoverage request to be effective on July 26, 2004. By signing this Notice ofTennination, you are no longer authorized to discharge stonn water associated with the activity under the general pennit Any discharge of pollutants in stonn water associated with the activity to surface water in the state is unlawful under the Clean Water Act where the discharge is not authorized by a Texas Pollutant Disch.arge Elimination System (TPDES) permit. In addition, the submittal ofthis Notice ofTermination does not re1ease an owner or operator from liability for any violations of this permit or the Clean Water Act. As stated in the TPDES Storm Water General Permit the Storm Water Pollution Prevention Plan and all data used to complete the NOI for coverage under the general permit; must be maintained and made readily available for review for a minimum period of 1) Construction General Pennit NOt. three years foHowing the termination date; and 2} Multi-Sector General Permit NOI, one year following the termination date. Failure to comply with this or any permit condition is a Violation ofthc permit and the statutes under which it was issued, and is grounds for enforcement action. This docs not apply to Termination ofNo Exposure or Waiver coverage. If you have any further questions or concerns, you may contact the Storm Water & General Permits Tcam Hotline at ($12) 239-3700. or obtain information on the storm water web site at www.tceq.state.tx.us. Sincerely. Stcphcn M. Ligon. Team Leader Storm Water & Pretrcatment Team Wastewater PermJtting Section Water Quality Division Jim Pierce From: Ron Lee Sent: Tuesday, May ii, 2004 3:40 PM To: Randy Moravec Cc: Slade Strickland; Jim Pierce Subject: FW: FW: Disconnect of Service for ESllD 4367134 Importance: High City of Addison load Simulataion 05-11-G4.pdf Request Form.••• Let me know about these forms as well -You or myself to fill out. Thanks. -----Original Message----From: MSALASl@txu.com [mailto:MSALASl@txu.comj Sent: Tuesday, May 11, 2004 10:24 AM To: Ron Lee Cc: Randy Moravec Subject: Re: FW: Disconnect of Service for ESI ID 4367134 Mr. Lee, I have submitted the reconnect for ESI 104437200004367134, 5917 Belt Line Road, Addison, Tx. I am suppose to schedule these for 3 days out. I have scheduled it for May 14, 2004. Larry Redick may see the order in his system later this afternoon or early tomorrow morning. For the 4656 Airport Parkway, please complete the following forms and fax to 1-877-847-5624. (See attached file: City of Addison 05-l1-04.pdf) (See attached file: Load Simulataion Request Form.xls) Please complete what you you can of the load simulation form. If there is another address/site that mirrors what this one will be, please list that address and we will try and obtain the history from that site. Feel free to contact me if you have any questions. Thank you, Mari Salas TXU Energy Account Services Manager Ph: 972 507 8790 Fax: 866 227 3323 msalasl@txu.com t!Ron Lee" tx.us> cc: nRandy Moravecu 􀀼􀁲􀁭􀁯􀁲􀁡􀁶􀁥􀁣􀁀􀁣􀁩􀀮􀁡􀁤􀁤􀁩􀁳􀁯􀁮􀁾􀁴� �􀀮􀁵􀁳􀀾􀀠 Subject: FW: Disconnect of Service for ESI ID 4367134 05/11/2004 09:06 AM 1 Jim Pierce From: Bruce Ellis Sent: Thursday, May 06, 2004 4:42 PM To: Ron Lee Cc: Jim Pierce Subject: RE: Inspection Ron Lee-The meter has been released to Oncor for service at 4656 Airport Parkway. Please place 4656 on the meter base and call the power company to get it turned on. Bruce 2888 --Qriginal Message-From, Ron lee Sent: Wednesday, May 05, 2004 9:21 AM To: lynn Olandler; lee Folse; Bruce Ellis SUbject: Inspection Importance: High Illumination by Greenlee is installing a new service at 4656 Airport Pkwy., across from the new Frito Lay hanger, this morning. They requested at last of the day inspection on the meter pedestal/breaker box installation. Let me know if this is doable. Thanks. Lynn, I need to get with you to assign an address to another new service being installed in Oaks North as part of the joint TOAlHomeowner Assoc. lighting project. The new service will be on the Trafalgar island at the northwest comer close to the existing pad transformer. 1 Jim Pierce From: Jim Pierce Sent: Friday, April 30, 2004 4: 15 PM To: George Long (E-mail) Cc: Randy Newsom (E-mail) Subject: FW: Airport Parkway George: As further follow up on Airport Parkway: Street Lights -I have heard or seen nothing regarding the streetlights, I e-mailed you on March 29 about this and we again discussed the need in the field on April 14, Please let me know when the street lights will be installed, Electric service for the gate -At our meeting on 4114 we discussed the need for electric service for the floodlig hIs and the gate, It was my impression that you would initiate the papelWork for that, We never received anything, Now, Ron Lee, our Parks Operations Manager will be making application for the electric service needed to Larry Reddick on 513104, Just wanted to let you know about that so you can take it off your list. Please respond in writing about the atreetiights, Jim Pierce, P.E, Assistant Public Works Director p,O, Box 9010 Addison, TX 75001-9010 972-450-2879 --Original Message--From: Jim Pierce Sent: Tuesday, April 20, 2004 4:40 PM To: George Long (E-mail) SUbjec:t: Airport Parkway George: As a follow-up to our meeting 4/14104 we need electric service to provide power for the electric gate and the floodlight by the gate, Were you going to initiate the paper work for that? That was my recollection, Also, we need the two streetlights put up as discussed, Please advise. Thanks, Jim Pierce, P,E, Assistant Public Works Director p,O, Box 9010 Addison, TX 75001-9010 972-450-2879 1 8'-5"-0 Y,i , I I I ! : I • ! • i I ! ii I i Jim Pierce From: Jim Pierce Sent: Monday, March 29, 2004 4:06 PM To: George Long (E-mail) Cc: Luke Jalbert; David Wilde; Randy Newsom (E-mail) Subject: Street Lights -Relocation of Airport Parkway George: The paving for the above project will be completed the middle of next week. To allow a little cushion, the road will be available for ONCOR to install the street lights as planned on April 12th. Please proceed with this work. Thanks, Jim Pierce, P.E. Assistant Public Works Director P.O. Box 9010 Addison, TX 75001-9010 972-450-2879 Jim Pierce From: Jim Pierce Sent: Tuesday, April 20, 2004 4:40 PM To: George Long (E-mail) Subject: Airport Parkway George: As a follow-up to our meeting 4/14104 we need electric service to provide power for the electric gate and the floodlight by the gate. Were you going to initiate the paper work for that? That was my recollection. Also, we need the two streetlights put up as discussed. Please advise. Thanks, Jim Pierce, P.E. Assistant Public Works Director P.O. Box 9010 Addison, TX 75001-9010 972-450-2879 1 1/5 t/􀁓􀁾􀀠 /6 2---:) ;2fJ/bz !£ N-f . tf· if f5JA 􀁾 􀁾􀀠 j ,. 􀂷􀂷􀂧􀁩􀁦􀁾􀀮􀀠 􀁾􀁦􀁴􀁴􀂷􀀮􀁾􀁾􀁾􀀠 􀁲􀁾 􀁾􀀿􀀷􀁉􀁬􀁵􀀾􀁾􀁊􀁾􀀠 􀀮􀁾􀁾􀁾􀁾􀁾 ... 􀀨􀀻􀁊􀁾􀁾􀁾􀁰􀁾􀀮􀀠 􀁾􀀮􀁦􀁯􀀮􀀭􀀼􀀭􀀭 ..􀁾􀀬 . 􀂷􀁉􀁖􀁌􀁗􀀩􀁩􀁲􀁾􀁾􀀠 Po.ro 􀁾􀀭􀁖􀁴􀀮􀀮􀀠 . . . h j M,c.k. . j rf)fI)6& 􀁾 .. j 􀀱􀀨􀁊􀁾􀁦􀀧􀁴􀁾􀀠 j 􀁴􀀮􀀮􀁾􀀠 j (;J---e.._ j j j j 􀁾 jJI 􀁶􀀮􀀯􀁾􀀠 􀁾􀀮􀀻􀀮􀁕􀀠 COMMERCIALIINDUSTRIAL􀁾􀀠 􀁾􀁻􀁬􀀧􀁉􀀮􀁦􀀨􀁾􀀠 ONCOR ENERGY DELIVERY I 􀁾􀁾 (L CUSTOMER REQUIREMENTS \.----""7 ' 􀁏􀁾􀀷􀀧􀀢􀁢􀀡􀁏􀁩􀀠 Please Complete in Full and return 10 Project Manager I Company Use: Authorized R<:pr.....tative: pI..... sign and date form General Information Design # Project Name: t!P./oe. 7"0 'j d -I' 􀀯􀁊􀀮􀀮􀀯􀁲􀁾􀁯􀁲􀁴􀀭 f'a rK..4JPJ;J.. '-HL>51c> 1""1-􀁦􀀧􀂣􀁉􀁲􀁬􀀺􀀻􀁾􀁾􀀠 I Project Address: v T Job Superintendenc Phone: Cell: Electrician: Phone: Cell; Plumber. Phone: Cell: IflNtJilBble -Electric Tempomy Premise Number: Pennanent Premise Number. ElectJ;lC!"Req uirements Ifavailable -Gas Pe:nnanent Account Number: Additional Semee Design Charge This charge is made.fur preparing: itenltive designs to provide new service to a specifie location where such itezatioos are at the request ofthe Rdail CustomeiiCR for the Retai1 􀁃􀁵􀁳􀁴􀁯􀁭􀁥􀁲􀁾􀁳􀀠sole benefit. The tnitial two designs on a project will be included in the system charges; any additional designs will be done at Retail Cusmmerts expense pursuant to this charge. r;;( Sile Plan: Marl< desired meter, transformer and other equipment locations. Survey or other Plats may be required -consult Project Manager 􀁾00 exact requirements. , Electric Load Summary (See Attachment) -Size ofSemce in AMPS and voltage a HoutS ofOperatioo; 8 k> 5 24 Hr Other 0 # ofconductors W7e a Requested service type: Overhead Underground 0 Ifnot on site plat, provide a copy of the Warranty Deed information along with survey DOleS fur electric easement requirements R!!Iuest Dat..: _1_I_Temporary semce _'_1-PernJIIllcot semce ·Allow up to 10 businliSS days for prelimizlllry cost estimate and an additional3 weeks (Minimum) for scheduling an ONCO R cr..... *Required􀁰􀁥􀁲􀁭􀁾 easements andsurveying will necessitate llIiditionlti design time. ·All three-ph4Se ll'ansj'ormers wUJ require a 14 to 16 week kIId time (No l!:x:t:eptums) * ONCOR willprovide the leDst CIJst design. This design willoo ct>nsidered iterative design 1/1. -Excess facilities at the request ofthe customer shaY result in additional ch4rge:s to the customer. ·It isthe customer's responsibility to dear righlS-tJf-wayfor the in.stnllBtwn ofONCOR electric distribution facilities to ONCOR spet:lfu:ations. ; , Transocket Deliverv Information . .. RequiretfDare: I -0 # ofConduits -/I of ConduC/OfS -Wire Size-Ship to Address: . I c , 􀁓􀁾􀁲􀁵􀁾􀁵􀁩􀁲􀁥􀁭􀁥􀁮􀁾􀀻 _____________________________________________________________________ Ga. Requirements a Site Plan: Marl< desired meter location. Survey or other Plats may be required -consult Project Manager on """'" requirements. a Gas LoadS_aii -Total" .... --. . .. . . . . BTU's or CFH . . o Delivery Pressure:' 4 OZ __ 2 lbs. 5 100. :-:-:-,....-" a _rT '-'service Line Request 􀁟􀁉􀁾􀁟􀀧􀁟􀂷􀀠Gas Meter Request Multi-Tenant Building (Specify number of services to building and number ofmeters per manifold and break out load for each tenant) 􀁓􀁾􀁲􀁵􀁒􀁾􀁲􀁥􀁭􀁭􀁾􀀺 ________􀁾________________________________________________________ '172 -'150 -J..£l7 '1 Phone Revised 02112104 I HVAC LOAD INFORMATION: Volts Tons Connected KWlEach Heat KW/Each MOTOR LOAD INFORMATION: (luantity Phase Volts Conn Type Start HPlEach I I ---'-115 1'1--: UGHTING &. MISCELLANEOUS LOAD INFORMATION: Quantity Equipment Description Volts Connected KWlEach /I Flq;d/;jhh 115"' Ufi 31<0 􀀮􀁾􀀮􀁊􀁬􀀭􀁳􀁴􀀭 I-5 KiJ GAS LOAD REQUIREMENTS Equipment Description ONCOR LOAD REQUIREMENT FORM Requested vOltage (selectoruyone): Single Phase 1201240 L3 Phase 1201208Y ----> 3 Phase 1201240 6 ----> 3 Phase 277/480Y ----> 3 Phase 4806 ----> OTI!ER _______ ELECTRICAL LOAD REQUIREMENTS BTU's I Unit < fMs-􀁲􀁬􀁬􀁴􀁊􀁴􀀧􀀱􀁬􀁾􀀠􀁾􀀠 Grurl-ti-8-􀁾􀁾􀁾􀀠 fo.-l (Y<-b.uI-+aJr5 q1 2 -if7 􀀼􀀻􀀿􀀭􀁾􀀵􀀠74-7 \ t!)r;Jlnt:t,/A)')'!.$un f-of2.-BId--22:::]; i 2-0 UP! fl-[of ()􀁲􀁾􀀯􀀡Y'S Ird¢e.,.. -I (), {) (c; Ie 􀀯􀁮􀁾􀁦􀀮􀀠 14tc-tr1fll/e B'CIYlus -􀁾􀀠do C) Lou lei 􀁢􀁾􀀠 􀀨􀁬􀁶􀁴􀁦􀀩􀁾􀀠􀁾􀁽􀁌 Drd-e..--if, &d c.) (-L-s-A 􀁾 ffl'\)(. 􀁊􀀮􀀮􀀮􀁬􀁾􀀠b; 􀁉􀁴􀂷􀁾􀀠 C/£ 1-'7 '2... f 􀁾 b 1 FrN63 􀁾􀀠GLADQ Page 1 of 1 Account Master !'lex! Screen r::= Master 1 1 Budget Status Budget by Year 21 􀁁􀁣􀁣􀁯􀁵􀁾􀁴􀀠􀁓􀁵􀁾􀁾􀁾􀁾 '1 r Current Year 􀁄􀁥􀁴􀁡􀁬􀁬􀁾􀀢􀀠1􀁅􀁮􀁃􀁕􀁭􀁢􀁲􀁡􀁮􀁾􀁄􀁥􀁾􀀡 􀁲􀀠1 Inquiries ' 1 Account # 112-623-58110-00000 ! FY 1 2003101(CCYVMM) Account Name LAND PURCHASE Control Digit 12-623-58110-00000 Updated Transactions Revised Budget -FY Encumbrances + FY Liquidations -206,358.21+ FY Unexpended 206,358.21FY Actual I Non-upd;;ted 􀁔􀁲􀁡􀁮􀁳􀁡􀁣􀁴􀁩􀁾􀁾􀁾􀀠 # of Entries • -Journal Entries -Req Encumbrances + Req Liquidations -PO Encumbrances -AP Encumbrances -􀀫􀀢􀁘􀀧􀁾􀁦􀁾􀁬􀁾􀁬􀁬􀁬􀁬􀁩􀁬􀁩􀁬􀁩􀁩􀁬􀁩􀁯􀁮􀁳􀀠 Available Budget 206,358.21http://sc-gemsweb/GEMSIFINANCE/GLADQ.ASP 4/30/2004 FIN63 -GLINQ Page 1 of 1 Account Master Mext Screen 􀁁􀁾􀁵􀁮􀁴 Master 1 1 Budget by Year .t:.: Account Summary" 1 Budget Status , 41 Current Year Detail r Encumbrane:eDetaiP 1 Inquiries I Account# 112-' '110-00000 From Date '---__0"'1 200310 ACTUAL 206358.21+ Name LAND PURCHASE 200410 ACTUAL Select Date Type Ref # Stock # PO# Amount Desclip!ionNendor Name Known by El 11404 AP 01987 000000 JIM BOWMAN CONSTRUCTION El 12704 AP 02237 000000 DALLAS COUNTY TAX OFFICE 0 22604 AP JIM BOWMAN D 31804 AP JIM BOWMAN 0 41504 AP JIM BOWMAN D 01987 000000 CONSTRUCTION 01987 000000 CONSTRUCTION 01987 000000 CONSTRUCTION CO CO CO CO 5488.00+ L.P 3472.26+ 52121.06+ L.P 18826.50+ 1-. P 126450.39+ 1•. P http://sc-gemsweb/GEMSIFINANCE/GLINQ.ASP MONTHLY INVOICE JIM BOWMAN CONSTRUCTION COMPANY, L.P. 1111 Summit Ave., Suite I Plano, TexJIS 75074 (972) 423·1313 ProjeCt Name: Job #630 -Airport ParKway Re-Alignment _No. 4 TypoorWodc street Construction Con!racl Da", October 28, 2003 E_P""",,: March 1, 2004 to Aplil 2, 2004 Olig. ContmclAmt $223,820.00 Bid, 03-31 Payable To; Jim Bowman Construction Co .. LP. 1111 SummH Ave., sune 1 Plano, Texas 75074 Unltof ConIract WO!1([)one Total Work lIern Descriptioo Quantity This Month Done on ConIract Pf1'" Amount ConIract -Tolal Amount OtWoll< Done Less Relalnage Other Amount Payable on Contract Less Previous Bnlings Amount Due This Estimate $202,885.95 10",1, $20,288.60 $0.00 $182,597.35 $68,792.00 $113,805.35 r\;> {I "dc\S"KI\-'I\":IID 101 MobilIzation 102 RO.W. Prep 103 FuU Depth Saw Cut 104 Remove Existing Pavement with Cum 105 Undassified Stnlet Excavation 106 Embankment 107 10" -4000psi RC. Pavement 108 Furnish 'Install 10-1t Recessed Cum Inlet 109 18" C1. III RC.P. 110 Remove I Relocate Roadside Sign 111 15 MPH Speed UmitSign (R2-1) 112 Fire lane Striping 113 Solid Sod 114 F/lIMIRemove SIR Fence 115 'InletProtection(Drop) 116 Irrigation Conduit 4" SCH. 40 PVC 117 FII Security Gate with Aoo. Control 118 AOASecurity Fence 119 Remove Temporary Road 120 Remove Security Fence 121 12" CI. III R.C.P. 122 FlI/MlRemove 20-1t Security Gate 123 2" SCH. 40 PVC ConduH 124 30-1t street Light Pole Foundation 125 Type "I>:.' Gr. MId. PUU Box 126 #8 AWG Insulated Cable 127 Bare#8AWG C.O.#1 Change Re-Bar Specing C.O.#1 Add Expansion Joints C.O.#1 Add Lime Pellets C.O.#2 Security Gate Extras LS LS LF SY CY CY SY EA LF EA EA LF SY LF EA LF LS LF LS LF LF EA LF EA EA LF LF LS LS LS LS 1 1.00 1 1.00 755 207.00 721.00 1650 1769.48 500 500.00 100 100.00 2800 2232.40 2 1.00 2.00 108 113.00 0 2 1100 900 300 410.00 2 114 115.00 115.00 1 1.00 1.00 300 126.00 1 1.00 1.00 195 145.00 95 262.00 1 600 285.00 285.00 4 1.00 1.00 3 1.00 1.00 660 800.00 600.00 330 300.00 300.00 1 1.00 1.00 1 1.00 1.00 1 1.00 1.00 1 1.00 1.00 19,600.00 5,000.00 1.50 9.50 17.80 38.50 48.50 2,410.00 48.00 225.00 1.00 2.50 1.25 75.00 6.00 6,000.00 15.50 2,500.00 5.00 40.00 4,000.00 3.58 715.00 280.00 1.25 0,45 1,890.00 480.00 5,940.00 1,775.39 $19,600.00 $5,000.00 $1,081.50 $16,810.05 $8,900.00 $3,850.00 $101,574.20 $4,820.00 $5,424.00 $512.50 $690.00 $6,000,00 $1,953.00 $2,500.00 $725.00 $10,480.00 $1,020.30 $715.00 $280.00 $750.00 $135.00 $1,890.00 $460.00 $5,940.00 $1,775.39 P8!le 1 of 1 ANDREWS ATTORNEYS KURT H LLP 1717 Main Street, Sufie 3700 Dallas, Texas 75201 214.659,4400 Phone 214.659.4401 Fax andrewskurth.com Bill Rivers 214.659.4693 Direct April 9, 2004 VIAE-MAIL ireco@$wbell.net Harry Ireland, Esq. 4510 Abbott Avenue Dallas, Texas 75205 Re: Commercial Sublease dated July 2, 1997, as amended, by and between SchoellkopfHangar Corporation ("SHC") and Ornniflight Helicopters. Inc. ("Om") Dear Harry: This Finn represents om in its current discussions with SHC regarding the property located at 4650 Airport Parkway, Addison, Texas 75001 (the "Premises"). I enjoyed talking with you on Wednesday and am hopeful that we will be able to amicably resolve the existing disputes. Set forth below are the areas that need to be addressed between our clients: 1. Roof Repairs. This letter confinns, on behalf of OHI, om's agreement to pay $5,037 toward the roof repairs at the Premises, as outlined in the letter on behalf of your client dated AprilS, 2004. 2. Parking Surface Repairs. With regard to the parking surfuce, we await SHC's proposal on the sharing ofthese costs. As we discussed, the primary reason that the parking area requires resurfucing is that a prior tenant did not properly seal the surface area, causing water to seep underneath the asphalt and the parking surface to deteriorate. Also, it is om's understanding that the City desires to have concrete rather than asphalt surfaces. om is satisfied with an asphalt surface, and therefore does not expect to share the cost of improving the surface from asphalt to concrete. In summary, om believes that most of the damage to the current parking areas has been caused by prior tenants, the current construction efforts and existing wear and tear (none of which are the responsibility of OHI). However, om will receive some benefit from the resurfacing of the parking area and, in an effort to be fair, is willing to share Some portion ofthe cost that would otherwise be incurred to restore the asphalt. 3. Other Concerns. Finally, you requested me to outline any additional areas of concern to my client. Below is a list of concerns based upon my initial conversation with my client (which list is not intended to be an exhaustive list ofom's concerns): a. At the time of the lease extension, om felt pressured to extend by your client and has been unpleasantly surprised by the disruption caused by the construction. You Mr. Harry Ireland April 8, 2004 Page 2 indicated that your client has also been surprised and that the timing was a coincidence. Nonetheless, I believe that the timing ofthis situation has created a strain on the relationship. b. Throughout the initial phase of the construction project (which I understand has lasted in excess of three (3) months), the road to OHl's Premises was in disrepair (when I last visited, it was mostly gravel) and construction vehicles have been parked or stored in parking areas used by OHI. This has been a source of annoyance and damaged the parking surfaces. In addition, during the maintenance of these construction vehicles (in OHl's parking area), it appears that a spill of hydraulic fluid or oil occurred, which has both stained the parking area and caused a breakdown in the stability of the asphalt. The unsightly staining and environmental contamination has also been noticed by OHl's customers and reflects poorly on OHl's business. As you mayor may not know, a significant portion portion of OHl's business involves the maintenance of aircraft in fourteen (I4) states. OHl's commitment and ability to service aircraft and comply with all applicable environmental laws is a significant factor in the selection process of OHl's customers. The Addison location serves as OHl's corporate headquarters, and the staining in the parking lot reflects poorly on OHI. c. The road abutting the Premises was constructed with a curb that precluded access to OHl's Premises. In addition, a light pole was placed in the middle of what fonnerly served as OHl's entrance. Airport officials have recently provided for an entrance between the two existing power poles. OHI was never consulted about the location of the power poles, and believes that the current entrance is both unattractive and unsafe due to the placement of the unprotected gnide wires. d. The grade of the permanent roadway stOlID water runoff will be routed to the front parking lot and building, as well as the ramp area. During heavy rains, this is likely to create unsuitable conditions for OHI. e. Approximately ten (IO) vehicles ofOHI employees have been stained by a solvent used by the construction company in spraying liquid on a brick wall across from the OHI Premises. It is my understanding that this issue is in the process of being addressed by the contractors (at the request ofOHI and the airport authorities). f. There have been other inconveniences throughout the constmction process (such as the digging up ofa portion ofOHl's parlting areas to install a sanitary drain that was not timely repaired, the location of a temporary restroom facility at the entrance to OHl's parking area, the use of OHl's parking area by construction crews, and the rude gestures made by the construction crews toward OHl's employees attempting to park in their designated spaces). Throughout the process, OHI has been disappointed that there has not been better communication from SHe or the Airport Authority regarding the timing and scope of construction matters, or consultation with OHI regarding matters that affect its use of the Premises. OHI is also concerned that additional improvements may be undertaken by SHe at the request of the Airport Authority that will be disruptive to OHl's business. While OHI recognizes that SHe is not responsible for the construction, SHe does have the ability under its lease with Mr. Harry Ireland April 8, 2004 Page 3 the Airport Authority to address these concerns with the proper party. om has no privity of contract or other right to address its concerns. In that regard, om would appreciate being involved in future design plans and being notified as early as possible of future contractor projects affecting the use ofthe Premises. . I look forward to hearing from you and working with you on this transaction. Very truly yours, William L. Rivers WLRlcah cc: Marty Rincon Mark Johnson f)A f .d.QQQA.Q 1 I 􀀱􀁾􀁾􀁮􀀯􀀩􀁗􀁾􀁾􀀠 􀁾 􀁾􀁕􀁬􀀠􀁾 -t-􀁪􀀮􀁾􀁾􀀠 C>l'Y\M\l u--yttJL !611'-t(/&tv-c 􀁾􀁊􀀠 􀁾􀁾􀀭􀁴􀀭􀀱􀁾􀁖􀀱􀀧􀀠 􀁾􀀠 􀁾M 􀁙􀁾􀁲􀀻􀀾􀁣􀀭 􀁾􀁉 .JLJ.. (J.JV.A 􀁾􀀩􀀠􀁾􀁾􀁲􀁲􀁴􀁾􀀠􀁦􀁾􀁾􀁾􀀠 􀁲􀀻􀁾􀀯􀁦􀀩􀂣􀀱􀀭 􀀮􀁾􀀠 I I /-bars 􀁾􀁒􀀠􀁾 􀁾􀀠 I }<:-fJ fa.Q -.j B c... 􀁐􀀨􀁊􀁬􀀼􀁾􀀠􀁾 Ju(f;fJ. i I r6 wrJ1 􀁾􀀠 I 􀁄􀁾􀁮􀀮􀀠(UVl 54Ps 5iAt) J0L 􀁾􀀠Lib 􀁾􀀧􀁶􀀭􀁥􀀠 Tx 􀁾􀁬􀀠 .. .. 􀀻􀁾􀀧􀀬􀀬􀁾􀁻􀁾􀁾􀀮􀀠 Go:J:e. 􀁾􀀠􀁾􀁆􀁴􀁴􀁩􀁩􀁴􀀭􀁻􀀩􀀱􀀭􀀭 u.;;JJ 􀁾-f 􀁾 􀀭􀁾􀀠􀁯􀀮􀁴􀁬􀁾􀁾􀀠 HNJB 9726615614 03/17 '04 16:15 NO.328 01/02 ':1 􀁾􀁩 i=J Fax Tit" IINfn C(l1ffPrlnh: Transmittal To Jim, )3owman, Jim Pierce Dote Marcl.1 17, 2004 Firm Bowman COOStructi,OD Total Pages 2 Iinciuding this cover) Fox it 972-423-9447 Job Number Ah:port Parkway From J. Nicewander o High Resoluuon o urgent Please notiJY sender at 972-661-5626 ifpa,ges are miss;»,g or ifthere is any ITallSlllission difficult)'. Message Mr. BowmaD, I am sending along a drawing showing a proposed entrance onto Omni Flights Property. This is to be used to direct you where the en,trance will be located. I will fax over more detailed dt'3.wings in the morning. This issue came up tbis afu:rnoon and I wanted to send this over as soon as possible so that you were aware ofilie situation. Please note that the bodl tbe proposed sign and fence (ocati,oll will need to be modified pcr tbis entrance layout. There is approximately an addition 42 SY ofpavement due to this entrance. 5910 West Pfemo P.I < Cl W VI 0 ll. 0 W IY <.,) C. Z W W 1..1.. > 0 IJJ :2: >0 :!: " .. :. ,e ..... i 􀁾􀀠 ; C I. e L ,( " C < HP Laser Jet 3200se HP LASERJET 3200 invent MAR-17-2004 4:49PM Fax Call Report Job Date Time Type Identification Duration Pages Result 964 3/17/2004 4:48:15PM Send 99726615614 0:41 1 OK }!liTB MilT '04 1S:01 HO.319 03/04 10 J,t II rite /Jt uv.;g"J-#r " . . fi11-,G,GI-,t5t:,f 'f \C "-'-,. ..... .J 􀂣􀁾􀀠 ' ___ ,\ % ;..z.. III \'"',,, ,'""" ,;0,"" ....'" ",., """"',' _,' .. . ,-. ..//////? ,," >" 􀀬􀀬􀀬􀀬􀁾􀀯􀀢􀀠 ///' 􀁾􀁔􀀭􀀢􀂷􀁾􀀬e􀀭􀁾􀀠-/" "f\r;;:;, ,/' ': '\v'v ,/,;/,)( POWER POLE , N ClOCATION 􀀺􀁉􀀼􀁾􀀭 4UJ U..... 6' CHAIN UNK FENCE • 􀀧􀁾􀀬􀁍􀀠 ..􀁾􀁾... 􀁾􀀠 I \' " ,v._" .:::X', ". " .d(.•"'•. .... \ 􀁾􀀭 -" 1--10VE PROPOSED SIGN • I , 􀁾􀀠􀁾􀀠 -" , V1 . '" 􀁾􀀠 􀀢􀀺􀀺􀀧􀀺􀀧􀀻􀁾􀀭􀀭􀀧􀁾􀀷􀀩􀀿􀀺􀀧􀁬􀀴􀁉􀁤􀀠1/C 􀁾 􀁾􀀠 tC& I{C /irr 􀁾 ..:::s 􀁥􀁾􀁮􀁣... , 􀁩􀁾􀀠 ::s. 􀀮􀀭􀀮􀀭􀀮􀀭􀀮􀀭􀀬􀀮􀀭􀀮􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀁾􀀣􀀠 , 􀁾􀀠 􀂣􀀻􀀻􀀻􀀻􀀻􀁾􀁾􀀧􀀻􀀢􀀾􀁶􀁭􀁾􀁾􀀠 􀁾􀀠 􀁾􀁣􀀮􀁉􀀮􀁊􀁎􀀧􀁥...-I Urvlft"J/---.., '􀁾􀀠􀀿􀀺􀁾􀁾􀀠 \' --\ -􀁾􀀠 0 􀁾􀀠 -> 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀁜􀀭 I'......I ,t '\ , V1 􀁾􀀠 \ c: S -... APPROX I, 􀁾􀀠 POWER POLE 􀁾􀁁􀀠t£'xIifll11 t... 􀁾􀀠 MOVE FENCE LOCATION I "\ s"0 •i CONCRETE PAVEMENT 􀁾􀀠 I I , , 20I 􀁾􀀻􀀺􀀻􀀠 ·H"lTB 9726615614 03/17 '04 15:02 NO.319 01/04 I: I􀁾 i i =1 Fax Th4 lINTO CnfJIp.triu Transmittal Date 3 [r;.1 o<{T otol Pages 3. 􀁏􀁬􀀧􀁜􀁃􀁬􀁵􀁤􀁬􀁮􀁾􀀠this cover) Fod Job Number o High Resolution o Urgent Firm Tow lease notify sender at 972·661-5626 ifpages' are .missing odfthere is any transmission difficulty. • Messoge 􀁾 (f"'t. 􀁾􀁾􀁬􀁚􀁄􀁖􀁴􀁴􀁴􀀬􀀠":tILL 6t?1' SrAe7Eo l')U rHe DeAlA.MJe.S $9JO WestRum" Parkw.ay, Suite 200 ·Plmw. Texa.s 7$093 Voice (972j 661·$626· Fax (972) 66/·5614 9726615614 03/17 '04 15:03 NO.319 04/04 HNTB '\, '\ \ \ 􀀧"􀁢 􀁾, t;.\ 0:: 0_ 0 « .... 􀂷􀂷􀂷􀂷􀀯􀀺􀁾􀁃􀂷􀂷􀂷􀂷􀀠 •\ ,. \• \• I• W 􀁾􀀠 0 0 « 0 0 -1 :z< : -' Z :;: :r. u 0:: 'f') 0 􀁾􀀠 W 0::: 0 0.. Z IJJ w u_ :> 0 W 􀁾􀀠 > 􀁾􀀠 "'0 GJ L ....J (/) LLI '.f: 0 w 0-:z .. 0 0 Z '.D x X, GJ 0 0::: 1,(/) I1 I, • I •I, I W ..J Oz X 0_ 0_ o 0::: 10::: uJ « 0_ 3: 0 D_ 0 0 «0..-1 IZ L,J ;E ILl :> .( CL ,lL.,l tLl ce: U:z 0 u HNTB "'"" '..'.. ," ,: . '. ':. ' ., ,. , .:'. '. ", --'" -', ., • I t• I • I, I • I o. 􀁾􀁴, I il,I '. 􀁾􀀠 , .' • I• I• I•t, 1, I • 1, 1• gl, 03/17 '04 15:02 NO.319 02/04 ". z 􀁾􀀠 ,'". 0-􀁾􀀠 u }'" '" 􀁾􀀠 :t I!\ :r .. " ':J 􀁾􀀠 '1-: ... 􀁾􀀭 r , '. ··.l" '.' I ----------------_.. HNTB 9726615614 03/17 '04 16:24 NO.332 01/02 I 􀀺􀁉􀁾􀁩 i =1 Fax Th/f IINTO ClJ",prtIt16'" Transmittal To Jim BoWJ1llll'l, Jim Pierce Date March 17, 2004 Firm Bowman Construclioll Total Pages 2 (Including Ihi! covEn) Fox # 912·423·9447 Job Number Airport Parkway From 1. Nicewander o High Resolution o Urgent Pl.ease notifY sender at 972-661-5626 ifpages are missing or ifthere is any transmission difficulty. Message Mr. Bowman, Revised drawing taking out Ihe 5'& curb on tbe west side 5910 Wesl PlmlO Pa,kway, Suil. 200· Plant), Texas 75093 Vl)ice (971) 661-5626 • Feu: (972) 661-5614 HNTB 9726615614 03/17 '04 16:24 NO.332 02/02 411-78't-13'3Lfz 0 (Il Cl LJJ (Il 0 0.. 0 w 0:: () D_ Z l"J lIJ u_ >0 I.!J Z >a z: HP Laser Jet 3200S8 HP lASERJET 3200 invent MAR-1B-2004 9:15AM Fax Call Report Job Date Time Type Ident;fi cat; on Duration Pages Result 972 3/18/2004 9:14:03AM Send 99727889334 0:47 1 COIlJl1 Error 442 9n6615614 x· HP Laser Jet 320088 HP LASERJET 3200 invent MAR-17-2004 4:57PM Fax Call Report Job Date Time Type Identification Duration Pages Result 967 3/17/2004 4:57:05PM Send 99726615614 0:41 1 OK 0'3'11 '0+ 1S:OJ ff).319 􀀰􀀳􀀯􀁾􀀠 f" J.tn 71tf? 􀁴􀁊􀁴􀁕􀁉􀁁􀀮􀁊􀁾􀀾􀁤􀁲􀀠 .111-􀁾􀀠{A, 1-6"t;,( 'f i:13/1'l'3120€l4 13: 0'3 9724239447 JIM BOWMAN PAGE Bl 'co., L.P. 􀀨􀀹􀀷􀀲􀀩􀁾􀀱􀀲􀀳􀀮􀀱􀀳􀀱􀀳􀀠 F.,,(972)423-9447 Fax Transmittal Da18: Number of Page8 Sent (including cover sheet): 􀀮􀀮􀀮􀀬􀀬􀁟􀀭􀀬􀀳􀁾􀁾____________ To: Name: At/Jt. JM llif1U.6 I z;=, Company: Phone 􀁾􀀺􀁻􀀧􀁾􀁾􀁴􀁬􀁐􀀧􀁾􀁾􀁎􀀨􀁊􀁉􀀻􀀢􀀠 __ _ #S().U7t Fax: t;6, UJZ Name: ___􀁾􀁾􀀭􀁌􀁾􀁾_________________________ __________ From: Company: Jjm Bowman Construction Co, L,P, Phone: 972-423-131 a Fax 972-423-9447 Please cailihe number above if you do not receive all pages of this transmission. Original to follow by mail: Yes 0 􀁎􀁏􀁾􀀠 Message: 􀁾􀀻􀀨􀀨􀁾􀀠c::6&.s,.. 5;..)'lN't tB" ' 􀁡􀁾'I , e .,v",c;nI!. ;; C.", ( '-*; ;C4 25" 63/69/2684 13:69 9724239447 JIM BOWMAN PAGE 82 i I tcU\i􀁪􀁬􀀻􀀧􀀺􀀧􀀧􀀻􀁾􀀠 )ULE JIM "UA 0 .• L.P. !!!;DaV8 ITEM OF WORK @orm Sewer' Inlets . 'ave Nor! i of Street & 2 Drives Ihtinu 'ave SOlh • c r 􀁾􀁉􀁲􀁥􀁥􀁬􀀠Up to 1'018 Pave South Y. r Pale ISolid Sod i '8,2004 1 03/B9/20B4 13:09 9724239447 JIM BOWMAN PAGE 63 JIM BOWMAN CONSTRUCTION COMPANY, L.P. 1111 Summit Aveq Suite I • Plano. Tex •• 75074 • (972) 423·1313 March 6. 2004 HNTB 5910 West ano Parkway. Suite 200 Plano. xas 75093 Re: n: Mr. Jerry Holder. P.E. Addison Airport Addison Parkway Realignment -CO. #1 Additional Items Dear Mr. Holder: Please add the following items to the list of extra work requested by C.O. #1 and subsequent City directives: 1. Change reinforcing bar spacing to 16" o.c.e.w.: Add $1.890.00 2. Add two-full width. full depth redwood expansion JOints: Add $ 460.00 3. Add lime pellets to facilitate drying of the subgrade: Add $5.940.00 Total Add $8,290.00 If you have any questions. please call me. General Manager vh . 􀁾MI. J;m 􀁐􀀻􀀮􀀧􀁾􀀮􀀠T,.. 'f Add;,," \ Bowman 􀁾flcg/bdrc#o/􀁾􀁾 L:mci 􀁾􀀧􀀯􀀠 : CrMl--1!jJ) r '" l-MQ pm/P1;aeJ I.-sd<. 􀁷􀁾􀀠􀁾􀀠 Yf cV\ vt)NJ' 􀁦􀁻􀁪􀁾􀀠tJ-fJ 􀁾􀁾􀁟􀁑􀁾􀀠 􀁾􀁴􀁗􀁜􀀮􀀠􀁾 􀁾􀁾􀁾􀀰􀁾􀀨􀀠 : lAJ;}v( . I 􀁾 􀁾􀁾􀀮􀁨􀀬 f&7fi I 􀁾􀀰􀁦􀁖􀁩􀁁􀀠􀁾􀀠􀁜􀁾􀁜􀁴􀁾􀀧􀀴􀀯􀀠􀁾􀁬􀁾􀀭 I $t'hu-􀁾􀁾􀀭 *" 􀁉􀁾􀁾􀀠􀁾 􀁲􀁷􀁾􀀠􀁥􀁵􀀮􀁸􀁴􀁾􀁾􀀿􀀿􀀠 . 􀁬􀁾􀀮􀀠 1\a"j--: '1\0 --I-IM 1.1 J-\ . .. 􀁾􀀩􀁁􀀮􀀮􀁴􀀠 I,J-'\F \ --.J:j1'VV\. \i u.. V\} a.A lJL , /IGN IN SHEET _____􀁾􀁉I I ---' 'ROJ''''' nil.-r<>' DATEI_3>-(fo'-! 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I , ; IStorm Sewer f Inlets I ; , , ; 􀁉􀁾􀁎􀁏􀁾􀁦􀁨􀀠􀁾􀀠of Street & 2 Drilles i , 1 i , South 􀁾 of Street L p to Pole .i i 1 I Ipall; 􀁾􀁏􀁦􀁵􀁾􀁴 of Pole i 1 I I I i .• Fence , I Gates i ISolid Sod ; ,, ,I , 1 : ! i ! I i I ; , ! i ! I , : , . I I CONSTRUCTION SCHEDULE .... 􀁾􀀭􀀢􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀭 ..􀀭􀀮􀀭􀀮􀁾..--...􀀭􀀭􀀮􀁾􀀮􀀭..􀁾􀀭􀀭 􀀭􀀭􀀭􀀭􀀮􀀭􀀮􀀭􀀭􀀭􀁾􀀭 􀀭􀀮􀀭􀀮􀁾􀁾􀀠 ........ AIRPORT PARKWAY REALIGNMENT -TOWN OF ADDISON .. . 􀀭􀀭􀀮􀁾􀀭􀀭􀀮􀀭 􀀬􀀭􀁾􀀠.._---._----------------_..􀁾􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀁾􀀭...􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀀭.. ----"..-_ . i-JIM .. • -i ,'-u"''''' r\u,-"vrl CO., L.P. '9,2004 'Days ITEM OF WORK , 19 I 116 213 11 18 1.11Is I 212 2 19 15 . 12 ! i I : i Storm Sewer I Inlets i I i ! IPave North '" of StrElet & 2 Drives , ! Il ghting I I , I IPave South Y, of Street Up to Pole ! ; ; " I i i , I Pave South % East of Pole I , i II I I Fence I i i ; Gates i , ! ! , ISolid Sod , , i , I i T : , : , ! ! : , i , , ! I I I I i : i i I Sue Ellen Fairley To: Pager -Jim Pierce MARK ACEVEDO'S BLESSES JIM BOWMAN'S QUOTE TO DRY LIME SO CARRY ON. r;Jke 􀁾􀀡􀁥􀁮􀀠 1 HP LaserJet 320088 HP LASERJET 3200 MAR-4-2004 9:42AM Fax Call Report Job Date Time 792 31 4/2004 9:41:43AM Type Identification Duration Pages Send 99724239447 1:10 I TOWNOP ADDrsoN PuBlJC WORKS To! Jm 􀁾􀁭􀁬􀁬􀀱􀀠 From;.TIm Plene, P.E. 4 Am. Public WI!s. DIr. Comp'.Y:J/I I! {JJtJlN417 M,j,,;, Phone: 9721450-2879 FAX: 972/450-2837 FAX#: rU.-􀀴􀀧􀀩􀀮􀁾􀀭􀁦􀀨􀁴􀁻􀁖􀀷􀀠 i.""'@d·......·..... nat.: 􀀳􀁾􀁴􀁻􀀩􀀱􀀠 16801 Weotgn>ve P.O.llQ19010 # of pages (lndudlug <0_):_1_ Add"••• TX 75OOl-9010 1«: th'f"d:B.rk'4 l?e.t hi"rnenf= o OrlJlullni inRi 0 Puyotu' nqutlt a m 0 CaD ml! C."..,,"'''' trw 11 Ict:.m/i"'" ct,lflfll4!/clJ,wc f"'P&.! .fr!+4t ,a..llet.]# d, I;"'... s!ckJ 􀁡􀀾􀀮􀁦􀁴􀀴􀀮􀁦􀀴􀁹􀁮􀀮􀁬􀁾􀀠 &. Q" 4111i!'1!11i.r:llSf 'ltI.f)·(j() invent Result OK · TOWNOF ADDIsoN PUBLIC WORKS To: Jim 􀁾􀁭􀀱􀁩􀁬􀀱􀀠 From: Jim Pierce, P.E. Asst. Public Wks. Dir. Company: JIm &1J/1ttWl Gmsltutl-tth Phone: 972/450-2879 FAX: 972/450-2837 FAX #: Q7:J,-4'J?;--/f'-l¥ 7 jpierce@ci.addison.tx.us Date: 􀀳􀁾􀀫􀁾 () 1 16801 Westgrove P.O.Box 9010 # ofpages (including cover): I Addison, TX 75001-90l0 Re: 􀁴􀁬􀀭􀁴􀁲􀁦􀁯􀁲􀂱􀂣􀁬􀁲􀁾􀁵􀁬􀁬􀀠 o Original in mail o Per your request o FYI o Call me Comments: ffi/j /..5 kunllrm 4.f!ItPffli blJuur fP'P&Sd dr Y4'-􀁦􀀴􀀱􀀱􀁾􀁴􀁉􀀳􀁤􀀠d, Inn-€kd9 @i-ilu-. s-fdynde /;r.. B tl () 􀁭􀁾 eYC fI s; lJt/tJ, tJO . 􀁴􀁴􀁾􀀠 c:rur o..'Y\.fJ. qrt-cul),n.. d· r/vUh5drwlors 4'1..!rf4= "r4@! L/la\f= lJ rd-i! r. JIM BOWMAN PAGE 01 ,03/03/2004 1G:28 9724239447 €fl.,L.P. 423·131) Fax (972) 423·9441 Fax Transmittal Date: 􀀭􀀭􀀽􀀳􀀽􀀿􀀧􀁁􀀽􀁾􀀭􀁦􀀭􀁶􀁴􀀭􀀬􀀭􀁯􀀽􀀮􀀦 __ I Number of Pages Sent (inCluding cover sheet): -:-.-:../____________ To: Name: MR,....£-􀁴􀁦􀁾􀀠 Company: 􀁾􀁎 ,1" A"",/.Ji;"..t Phone !i1?;) f§/J -'?t(7? Fax: 􀁾􀀮􀀻􀁳􀀭􀁯􀀠-U:!7 From: Name: 􀁟􀀭􀀭􀀭􀀽􀀭􀀽􀀧􀀭􀀽􀀿􀀧􀀱􀀧􀀭􀀭􀀮􀀡􀀭􀀻 􀀳􀀽􀀭􀀺􀀺􀀮􀀮􀁾__________ Company: Jim Bowman Construction Co, l.P. Phone: 972-423·1313 Fax 912-423.9447 Please call the number above if you do not receive all pages of this transmission, Original to fOllOW by mail: No S""" lS0 Message: Amter, /,..VltI. 􀁾􀀧􀀭􀁴􀀧􀀨􀀩􀁩􀁗.....t:"',;t/:r .)J'UlF 􀁾􀁾􀁁􀁴􀀭 &,r:., I • ".Sf?? d .....rf /I/'e-􀀯􀁦􀀮􀁾􀁾􀀠 􀀧􀀮􀂣􀀧􀀧􀀧􀀬􀀺􀁓􀀧􀁈􀀻􀁲􀁉􀁾􀀠� �􀀬 􀀺􀁓􀀻􀀧􀁲􀁥􀀭􀁉􀁴􀀻􀀺􀀯􀁾􀀠 I' k 􀁾􀀬􀀠􀁌􀁾􀀠;"&6?;' e h-!iii.. ;;;;0'7' _________________________ _ jat ADDIsoN DATE 􀀧􀀳􀁾􀁱􀀭 ot./I JOB NO. .. ATTENTION Public Works I Engineering : HE: f/.-, rtb,1-pq ri:WtkJ Ru/r''''' ""'fi1YJ l16801 We$!glove' P.O. Box 9010 • I A.ddi$On, T""o$ 75001 felephone: (972) 450·2871 • Fax: (972) 450-2837 GENTLEMAN: WE ARE SENDING YOU 0 Attached o Under separate cover via ______the following items: o Shop Drawings o Copy of letter 0 Prints 0 Change order o Plans 0 Samples 0 Specifications 0 _________________________ COPIES DATE NO. rHESE ARE TRANSMITTED as checked below: o For approval 0 Approved as submitted o Resubmit _____ copies for approval piFor your use 0 Approved as noted o Submit copies for distribution o As requested 0 Returned for corrections o Retum corrected prints o For review and comment 0 o FOR BIDS DUE ______________ 19,____ o PRINTS RETURNED AFTER LOANTO US 􀁾􀁰􀁹􀁔􀁏____________________ 􀀮􀀬􀀮􀁟􀁾􀀠 If enclosures are not as noted, please . us at once. 􀀭􀁾􀀭 " •• i • ! I •• I•• I•• .-,1 '··, ... .. "; , : February 23, 2004 William M. Dyer Real Estate Manager Direct: 972-392-4856 Fax: 972·788-9334 Ms. Linda Gower bill.dyen(jlstaubach.com Vice President Schoellkopf Hangar Corporation 1700 Commerce St. Suite 470 Dallas, TX 75201 Re: Addison Airport Ground Lease 0090-0501 (GL#5) Dear Ms. Gower, We have been provided a copy of the letter dated February 16, 2004 from Omuiflight Helicopters, Inc. to Schoellkopf Hangar Corp. We regret to leam that Omuiflight finds it necessary to take such a position when such positive things are in the making for the Airport. As you are aware, we are in the process of making various improvements to the common area facilities at Addison Airport, which includes the realignment and reconstruction of Airport Parkway. Airport Parkway is immediately north of the Schoellkopf hangar and serves as the primary means of landside access to the leased premises. We have made every effort to communicate and coordinate this project with both Schoe1lkopf and Omniflight ever since our early planning planning stages. In order to facilitate the construction of the road, the City planned for, contracted and authorized the construction of a temporary road to serve as an alternate means of ingress/egress to the leased premises during construction. In effort to minimize any impact of displaced parking during construction, the Airport agreed to provide temporary parking and fencing at its own expense. Additionally, the Airport authorized Omniflight's use of a nearby controlled access gate as an alteruative means of entry to the leased premises for Omniflight's employees should it become necessary. On several occasions we have met with Omniflight's representatives in effort to address their concerns about the ongoing maintenance of the temporary road and conduct ofthe general contractor's personneL The City met with the general contractor and increased the scope of his road maintenance responsibilities within his contract and counseled him regarding his crew's alleged conduct. These are only some of the measures the City and Airport have taken in order to mitigate the inconvenience and disruption Omniflight might be experiencing. We wish to remind Schoellkopf that Omniflight, as the sub-tenant is obligated to all the same term and conditions of the Ground Lease. Section 17 of the agreement gives the Tenant (and in this case sub-tenant) non-exclusive use of the common area facilities at the Airport, including but not limited to, Airport Parkway as means of ingress and egress to the leased premises. The Landlord has complete control and management of all common area facilities and may, at its sole discretion construct, alter, modify, eliminate or otherwise terminate such common area facilities. Therefore, the City and Airport is fully entitled to make these improvements to Airport Parkway as it sees fit. The temporary road was purposely installed to provide Omniflight reasonable non-exclusive access to the leased premises. At no time has Omniflight's access ever been cut-off or otherwise terminated. We are committed to minimize the disruption in the area and will continue to monitor all activities as warranted. As before, we make ourselves available to you to address any these or any other concern you may have. Sincerely, William M. Dyer Real Estate Manager Cc: Lisa A. Pyles, Airport Director Mark Acevedo, Town of Addison Jim Pierce, Town of Addison Robert Reddish, President, Silverado Services & Investments ;'}/olf/'llII'" Pori-U'(O' I : I􀁾 i i -JARCIJIT[CTS E:'-!C;INHRS PLANNERS SlIifl'.]OfJ 􀁉􀀧􀁬􀁭􀀯􀁦􀁬􀀮􀀱􀁩􀀺􀀮􀁜􀂷􀀼􀁉􀀮􀁾􀀠 -';0'1,1 􀀨􀁾􀁲21 (,(,/·';(,26 EtX {·F.!} (,(./-;(,/., February 16, 2004 11'/1'1':/)1111>_,-,,,,, Mr. Jim Pierce, P.E. Town of Addison 16801 Westgrove Drive P.O. Box 9010 Addison, Texas 75001-9010 RE: ADDISON AIRPORT NOI AND SWPPP PLANS Dear Jim: We have recently reviewed the conditions at the airport in reference to the three construction projects going simultaneously. The three projects are: TxDOT Ramp Reconstruction, Frito-Lay Hangar, and Airport Road Relocation. A combination of factors has required an NOI and SWPPP to be submitted to TCEQ. I believe through the telephone conversations you and I have had in the last week that we both understand the requirements for these documents and you have taken steps with a consultant to resubmit the SWPPP to cover the entire area, and submit NOI's for both the Town of Addison and Jim Bowman Construction. The intent of this letter is to verify with you that HNTB has no control over any of the Best Management Practices, structural or non-structural, for pollutant control and we are not providing inspections for any TPDES construction general permit requirements. If you are in agreement with this last statement, please sign this document below for your records and ours. Thank you for your time on this matter. Very truly yours, HNTB CORPORATION TOWN OF ADDISON ik,􀁾􀀮􀀠dtliJ. 􀁾􀁾􀀠 • I • 􀁾􀀠 V//, . !e' D. Holder, Jr., P.E. 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" ,yn ""' ,,: 􀁾􀀬􀁜􀀠111·"\ \ """,,, , \ ," TOWN OF ADDISON -Z/ISfrlj-FAX#: Phone: 972/450. 2-%J"C Fax: 972/450·2837 Date: ,2./1,5'/0 tf: 16801 Westgrove No. of pages (including eover):_.3 __ P.O. Box 9010 Addison, TX 75001-9010 INFORMATION NEEDED FORNOI AND SWP3 I. Operator Information (pLEASE COMPLETE ONE FORM FOR EACH OPERATOR). a. Exact corporate 􀁮􀁡􀁭􀁥􀁾_____________ h. Mailing address, ______________ c. Phone number 􀁥􀁾􀁴􀀮􀀠 d. Fax number e. Type of Operator, • Individual • Sole ProprietorshiplDBA • Partnership • Corporation • Fed. Government • Independent Operator f Number ofemployees 0-20 _21-100 101-250 􀁟􀁾􀀲􀀵􀀰􀀭􀀵􀀰􀀰􀀠 _500+ employees 􀀭􀁾􀀠 g. Billing Address: h. Federal TaxI.D.No:, ______________ i. State Franchise TID<. ID. No.:_____________ j. DUNS ..v.,________________ 2. Project Information: •. NameofProject: _________________ h. Physical address: _________________ 3. Operator Gnntae! Infunnation: If the TCEQ bas questions about this 􀁰􀁲􀁯􀁪􀁥􀁣􀁾􀀠who in your office should be contacted? •. Narne:____________________ h. Tille:,_____________________ c. Phonenumber____________cxt.,____ d. E-mail address:, _______________ 4. TPDES Permit Payment Information: (This infonnation can be completed at the time that the NOI is sent to yoo for submittal to the TCEQ a. CheckiMoney Order number __.. ___ b. Name on Check/Money Order_______________ 5. Signatory informatinn a. Who will he signing for Operator: (CAVEAT: It should be an officer, director, owner, partner, etc. for coverage to he valid) Name:__________________􀁾____ 6. Who will be performing inspections on this 􀁾􀁥􀁣􀁬􀀺􀀠 Name:______________________ Employer:.__________________. 7. Will there be a concrete or asphalt batch plant located on the site? _______ 8. Will there be fuel storage tanks located on the site?____ Est. Gallons ___ 9. Estimated start date:______---'Estimated end date._______ I will he contacting you ifI require further information. Once lbe NOI has been sent to you, you must lben affix your check or money order in the amount of $100 and forward it to the TCEQ. The information on where and how to send payment will be scnt with the completed NOr. Please note that the NOI has to be sent to one address and your $100 payment has 10 he sent to anolher. Ifyou have any questions, contact me al (972) 998-2906. Monette Schneider Robicheaux & Associales 3020 Legacy #100-349 Plano, Texas 75023 FAX (972) 208-3351 HP LaserJet 32008e HP LASERJET 3200 invent FEB-18-2004 11:07AM Fax Call Report Job Date Time Type Identification Duration Pages Result 558 2118/2004 11:05:57AM Send 99724239447 1:36 3 OK TOWN OF ADDISON PUBLIC WORKS From: 5rsrii' Ctfv"'" CIlIA., L.;;. 10. MoiII&l&Od4.".-tt1f .s;""""rht!", J'I'E'I f1.,tw", 7)<: 􀀷􀀮􀀭􀀽􀀵􀀭􀀽􀁾􀀬􀀭􀀬􀀱􀀼􀀭􀀮􀀺􀀮􀀮􀀷􀀮____ •. fhano ........ 'ill. ffZ 3,:13V 􀁦􀁬􀀁􀁌____ O. '111__ "nz.. :.."].3 -'lliZ e. 1'yp6Ofc..-: • WWIuOI • 􀁓􀁯􀁉􀁯􀁾􀁂􀁁􀀠 • -.alp 􀀮􀁾􀀠 • NOc._ • lodepaa 􀀧􀀱􀁄􀁴􀁾􀀠 f. NUIlIhIiraf""l'lO)l-_e.2lI 􀁾􀁯􀁯 _-'-....aII· 00l1l4IAIIo!rac J""..:., ifi. h. \. 􀁾􀁎􀁾_______________ J•. 2. 􀀱􀀧􀁉􀁶􀀮􀁉􀀡􀁤􀁾􀀠 •. 􀁟􀁯􀁴􀁾􀁯􀁯􀁴􀀺􀀠􀁁 􀁴􀀦􀁨􀀬􀁴􀁉􀂣􀁾􀁉􀁴􀁙􀁫􀀮􀀮􀀬􀀴􀀬􀀮􀀬􀁾􀀮􀁶........,r b. Pb.JI!cd&ddrwl: Autu.,.. IHtIf&!I'1 Ir 6"'lp,,", ArYlllt£' PA,G.E.3 133 4. I1'DE8 􀁾􀁾􀁾(nlia iDIIlnDoIIoIl ..be .,.",.IeIII4l1 \Ill IllDelbrt11>0 NO! 10 _ '" l"'" Ibr 􀁾'" Ibo n:BQ •. t'I>od: t./I'¢' If: 􀁥􀀮􀁬􀁉􀁭􀁯􀁉􀁥􀁤􀁭􀁩􀁬􀀴􀁗􀁾 􀀱􀀻􀀮􀀬􀁾􀀠 f will bo CGIISIOIIIla you iff reqllilll&Ncr .......... a..::. IlM NOI .... bell> II1II1")6" you ..... !beII . dI\Jt y__... money 0IIIIIr illlIIe II1II0II1II or1100 ..., 􀁾II '" IIuITCI!Q. rio iar..-lon (III ......... 1IIlIl oow !o ..., Jl8Y11*' will bt _ v,fIb lilt OO"'l'lNII NOI. P_DOlO Ibollbo l'Ol bu Ie b. _"'*........""")'0lIl' 􀁓􀁬􀀰􀀰􀀱􀀧􀁬􀁾􀁢􀁵􀀧􀀢 be _10......... It'yo. IItvt 01\)' q-.....__lIloIli (072) 􀁾􀀡􀀮􀀮􀁾􀀹􀀨􀀱􀀩􀀮􀀠 􀁾􀁓􀁯􀁊􀁭􀁯􀀡􀁤􀁡􀁲􀀠 􀁾􀀮􀁴 ......,.;_ lQlO Lep>y J1OO-lo4' I'bno>, T.... 15023 PAX (912)2011-3"1 JIM BO\;I\1AN PAGE 01 02/18/2004 10:32 . :,.:: .. ':',:, : 􀁾􀀧􀁊􀁴􀁉􀁩􀀧􀀠, 􀂷􀂷􀁃􀀨􀀩􀁾􀀬􀀠L.P. 1111 Summit Ave., Sulle I Fax Transmittal Date: _--='t-::;./L!4..;0c..:O::.:4:.=--___ Number of Page. Sent (including cover sheet): _____3__--._________ To: Name: AlA.. 􀁾􀁅􀀠4rr:mMl 􀀯􀁾􀀮􀀠 Company: 􀁾􀀢􀀢􀁦􀀧􀀠􀁁􀀮􀀾􀀢􀀧􀁴􀁾􀁎􀀠 Phone: ('1'7 t.) 4-5p ->-I',t Fax (; 7ZJ tJ..'f> 0 -z..i>J 7 • From: Name: ____􀁾􀀣􀁾􀀽􀀭􀀭􀀭􀀭􀁟􀀮_______􀁾􀀭􀀭􀀭􀀮􀀮􀀮􀀺􀀭􀀭􀀭􀀭􀀭 company: Jim Bowman construction Co. l. P. Phone: 972423-1313 Fax: 972423-9447 PleasE> call the number above if you do not receive all pages of tllis tranlOmission, Original 10 follow by mail: Yes r:J No 􀁾􀀠 Message: auI 'J INPo 􀁾􀀱􀀡􀀧􀁓􀁊􀀧􀀤􀁐􀀠􀁾 litH!« f'KWI./, SCHOELLKOPF HANGAR CORPORATION 1700 Commerce Street, Suite 470 Dallas, Texas 75201 214-752-7118 February 18, 2004 CERTIFIED MAIL NO. 70012510000915049341 Return Receipt Requested Mr. Bill Dyer Addison Airport 16051 Addison Road, Suite 220 Addison, Texas 75001 Dear Mr. Dyer, Attached is a letter from Omnif/ight, dated February 16, 2004 which notifies Schoellkopf Hanger Corp. that a constructive eviction has occurred as a result of acts or omissions arising out of the Frito Lay construction project and the City of Addison Airport Parkway expansion project. This is to notify you that Schoellkopf Hanger Corp. intends to seek its legal remedies against you should it suffer damages as a result of the Frito Lay project and the City of Addison Airport Parkway expansion project. Sincerely, Schoellkopf Hangar Corporation Linda wer Vice President CC: Mark Acevedo, Town of Addison Jim Pierce, Town of Addison 􀁣􀁩􀁾􀁾􀀨􀀱􀀠 OMNIFLIGHT February 16,2004 SchoellkopfHangar Corporation Linda Gower, Viae President 1700 Commerce St, Suite 470 Dallas, TX 75201 Dear Ms. Gower, Despite munerous meetings and conversations with your representative Mr. Robert Reddish and airport officials, we are still left without adequate ingress and egress to our filcilily. Accordingly, we cannot successfully conduct our business. At this time, Ornniflight has no choice but consider il constructively evicted from your property. Ifthe situation is nol rectified immediately to our satisfuction, we will pursue all legal remedies. Additionally, because the SchoellkopfHangar Corporations representatives did not inform Omniflight ofthe airports intention to cut off our ingress and egress to your property when we extended the lease, the lease extension may be invalid. Respectfully, .c:. Martin R. Rincon Director of Administration Omnitlight Helicopters, Inc. cc: Mark Johnson -CEO, Omniflighl Helicopters, Inc. G.ylan Crowell -President, Omniflight Helicopters, Inc. Robert Reddish -President, Silverado Services & Investments OMNIFLIGHT H ELiCOFT ERS, INC. -4650 Airport Parkway -Addison, Texas 75001 Phone (972) 776'()130 -Fax (972) 776.()131 -Email www.omniflight.com ill 111--Ii p. lli I!: 11 --Ii,' LIII' 11\ I --li---------I' Iri -Ii ,; " I I 􀁾􀀠 􀁉􀁾 (II 15 iI: e z m m z 0 ::I (II :J: m .!!I ! I I I i ! I i ! I _. 0 I 0 iI: -: ! 􀁾􀀠 I ! I I i 􀁾􀁯 􀀭􀀬􀁾 -! 1"11 "II c; m "0 I :J: i 0z I I m I ! ! i 0 !; I , m 0 ! m F "0 :J: I 0 I i Z , m I I , 1 1 .L 􀁾 _______________________ __ 􀁾􀁾􀁾􀂮􀀠 Public Work5 /Engineering 16801 Westgrove. P.O. Box 9010 Addison, Texas 75001-9010 Telephone: 1972) 450-2871 • Fax: 1972) 450-2837 OATE 1;'-/7-CJ"3 I JOBNO ATTENTION 􀁾􀀠 RE: !W /e>CIi" I of /lff,c/:),.t· pa r-ktaliA _ , c7 TO -_rd!.-"-'('-':-:{l-I---=D=-;I.{r-f,-;-,-' __ /frrph-r-GENTLEMAN: WE ARE SENDING YOU PLAttached o Under separate cover via _____the following items: o Shop Drawings 0 Prints o Plans 0 Samples 0 Specifications o Copy of letter 0 Change order 0 _________________________ COPIES DATE NO. DESCRIPTION I fuc..n oh-ffr1 ZJ-F 􀀮􀁄􀁉􀁱􀁹􀁥􀀵􀁾/el!"' 􀁾 􀁾􀀮􀀮􀀯􀀴􀀮􀀠"" I ..for IfIY,Il /1,+ Pn 􀀺􀀭􀁫􀀮􀀮􀁤􀁾I THESE ARE TRANSMITTED as checked below: o For approval 0 Approved as submitted o Resubmit ____ copies for approval j(For your use 0 Approved as noted o Submit copies for distribution o As requested 0 Returned for corrections o Return corrected prints o For review and comment 0 o FOR BIDS DUE __________ 19,____ o PRINTS RETURNED AFTER LOAN TO US COPY TO ----!.!tiLe.=:'.aAJ=--'I1-c'-'-'-=..-fL£IA:....!:'e=d£r-::....::....____ LJ04 r1 /-It /1 􀁾􀁉􀁉􀀮􀀮􀀮􀀮,Uw SIGNED: If enclosures are not as noted, please 􀁩􀁾􀁵􀁳 at once. FIELD NOTES BEING a 1.538 acre tract ofland in the Edward Cook Survey, Abstract No. 326, and being located in the Town ofAddison, Texas, and being a portion ofa tract of land described in Warranty Deed to the City ofAddison, now formally known as Town of Addison, dated December 30,1976 and as recorded in Volume 77010, Page 1391 of the Deed Records of Dallas County, Texas (DRD.C.T.), and being more particularly described as follows: COMMENCING at a 112-inch found iron rod at the intersection ofthe north line ofGlenn Curtiss Drive (a 50-foot wide unrecorded street) with the west right-of-way line of Addison Road (variable width); THENCE South 00 degrees 39 minutes 59 seconds East, along said west right-of-way line, a distance of 490.88 feet to a point for comer; THENCE North 89 degrees 47 minutes 19 seconds East, continuing along said west right-ofway line, a distance of 60.66 feet to the beginning ofa non-tangent circular curve to the left, having a radius of746.30 feet and whose chord bears South 25 degrees degrees 45 minutes 41 seconds East, a distance of 24.80 feet; THENCE Southeasterly, continuing along said west right-of-way line and along said circular curve to the left, through a central angle of01 degree 54 minutes 15 seconds and an arc length of 24. 80 feet to the point oftangency; THENCE South 26 degrees 42 minutes 49 seconds East, continuing along said west right-ofway line, a distance of34.05 feet to the point of curvature ofa circular curve to the right, having a radius of686.30 feet and whose chord bears South 13 degrees 47 minutes 50 seconds East, a distance of 306.83 feet; THENCE Southeasterly, continuing along said west right-of-way line and along said circular curve to the right, through a central angle of25 degrees 50 minutes 01 second and an arc length of 309.44 feet to a point for comer; THENCE South 00 degrees 52 minutes 49 seconds East, continuing along said west right-ofway line, a distance of 573.36 feet to a set "X"-cut in concrete for the POINT OF BEGINNING; THENCE South 00 degrees 52 52 minutes 49 seconds East, continuing along said west right-ofway line, a distance of60.00 feet to a set "X"-cut in concrete for comer; THENCE South 89 degrees 27 minutes 21 seconds West, departing said existing west rightof-way line, a distance of 202.63 feet to a set "X"-cut in concrete for the point ofcurvature of a circular curve to the left, having a radius of 300.00 feet and whose chord bears South 76 degrees 09 minutes 51 seconds West, a distance of 137.94 feet; THENCE Southwesterly, along said circular curve to the left, through a central angle of26 degrees 35 minutes 00 seconds and an arc length of 139.19 feet to a set "X"-cut in concrete for the point oftangency; 1 of4 THENCE Soutlt 62 degrees 52 minutes 21 seconds West, a distance of 18.25 feet to a set "X"-cut for the point of curvature of a circular curve to tlte left, having a radius of300.00 feet and whose chord bears South 44 degrees 52 minutes 21 seconds West, a distance of 185.41 feet; THENCE Soutltwesterly, along said circular curve to the left, through a central angle of 36 degrees 00 minutes 00 seconds and an arc length of 188.50 feet to a II2-inch set iron rod witlt a red plastic cap stamped "DAL-TECH" (hereinafter referred to as "witlt cap") for the point of reverae curvature ofa circular curve to the right, having a radius of 248.00 feet and whose chord bears South 39 degrees 46 minutes 56 seconds West, a distance of 110.81 feet; THENCE Soutltwesterly, along said circular curve to the right, through a central angle of25 degrees 49 minutes 09 seconds and an arc length of 111.76 feet to a set "X"-cut in concrete for the point of reverse curvature ofa circular curve to tlte left, having a radius of 70.00 feet and whose chord bears South 36 degrees 02 minutes 14 seconds West, a distance of40.12 feet; THENCE Soutltwesterly, along said circular curve to tlte left, through a central angle of33 degrees 18 minutes 33 seconds and an arc length of 40.69 feet to a set "X"..cut in concrete for the point oftangency; THENCE Soutlt 19 degrees 22 minutes 57 seconds West, a distance of 138.58 feet to a 112inch set iron rod with cap fur the point of curvature ofa circular curve to the right, having a radius of 130.00 feet and whose chord bears South 44 degrees 09 minutes 32 seconds West, a distance of 108.96 feet; THENCE Southwesterly, through a central angle of49 degrees 33 minutes 09 seconds and an arc length of 112.43 feet to a set PK nail for the point of tangency; THENCE Soutlt 68 degrees 56 minutes 06 seconds West, a distance of 153.83 feet to a set "X"-cut in concrete for corner; THENCE North 21 degrees 03 minutes 54 seconds West, a distance of 60.00 feet to a found PK nail for corner, said corner being on the soutlteast line ofa tract ofland described in "Ground Lease Agreement" between tlte Town ofAddison, Texas, a municipal corporation, and Frito-Lay Inc, a Delaware corporation, dated September 30,2003, hereinafter referred to as "Frito-Lay tract"; THENCE North 68 degrees 56 minutes 06 seconds East, along the southeast line of said Frito-Lay tract, a distance of 153.83 reet to the point of curvature of a circular curve to the left, having a radius of 70.00 feet and whose chord bears North 44 degrees 09 minutes 32 seconds East, a distance of58.67 feet; THENCE Northeasterly, continuing along said southeast line and along said circular curve to the left, through a central angle of49 degrees 33 minutes 09 seconds and an arc length of 60.54 feet to a 112-inch found iron rod witlt cap for tlte point or tangency; THENCE North 19 degrees 22 minutes 57 seconds East, continuing along said southeast line, a distance of 138.58 feet to a found "X"-cut in concrete for the point ofcurvature ofa 20f4 circular curve to the right, having a radius of 130.00 feet and whose chord bears North 36 degrees 02 minutes 14 seconds East, a distance of74.52 feet; THENCE Northeasterly, continuing along said southeast line and along said circular curve to the right, through a central angle of33 degrees 18 minutes 33 seconds and an arc length of 75.58 feet to a 1I2-inch found iron rod with cap for the point of reverse curvature ofa circular curve to the left, having a radius of 188.00 feet and whose chord bears North 39 degrees 46 minutes 56 seconds East, a distance of 84.00 feet; THENCE Northeasterly, continuing along said southeast line and along said circular curve to the left, through a central angle of 25 degrees 49 minutes 09 seconds and an arc length of 84.72 feet to a 1I2-inch set iron rod with cap for the point of reverse curvature ofa circular curve to the right, having a radius of 360.00 feet and whose chord bears North 44 degrees 52 minutes 21 seconds East, a distance of 222.49 feet; THENCE Northeasterly, along said circular curve to the right, through a central angle of36 degrees 00 minutes 00 seconds and an arc length of 226.19 feet to a set "X"-cut in concrete for the point of tangency; THENCE North 62 degrees 52 minutes 21 seconds East, a distance of 18.25 feet to a set "X"cut in concrete for the point of curvature of a circular curve to the right, having a radius of 360.00 feet and whose chord bears North 76 degrees 09 minutes 51 seconds East, a distance of 165.53 feet; THENCE Northeasterly, along said circular curve to the right, through a central angle of 26 degrees 35 minutes 00 seconds and an arc length of 167.03 feet to a 1I2-inch set iron rod with cap for the point of tangency; THENCE North 89 degrees 27 minutes 21 seconds East, a distance of202.28 feet to the POINT OF BEG1NN1NG AND CONTAINING 66,986 square feet or 1.538 acres ofiand, more or less. All bearings for this tract refer to the NAD-83 Texas State Plane Coordinate System, North Central Zone 4202, according to measurements made at Addison Airport GPS monument No. 1. The convergence angle and combined scale factor at GPS No.1 are 00 degrees 54 minutes 36.51684 seconds and 0.999843119, respectively. A plat of even survey date herewith accompanies this legal description. • 􀀼􀁾􀀠OF r 'j,'\ ............t?-t: Company Name: Dal-Tech Engineering, Inc. 􀁾........i; \S T E 􀁾􀂷􀂷••ofd' /q.'<-'* <"0\ ....: .......u .......n ......u.o•••:ooo.. By: 􀁾1I!--u< Date: /zrlo Bien ALAN MOORE 7 Surveyor's Name: Alan Moore Registered Professional Land Surveyor Texas No. 5537 30f4 ------IN COMMENCEMENT N. LINE OF GLENN • 0'· 54"5" 􀁾􀀠• CURTISS ROAD) R· 746.3D· ;;: 􀁾􀀠 • l· 24.80· -CT B•a S1225."4 045' '41"E CL·24.5D· .' 􀁾􀀻􀁣􀀺􀀧􀀢􀀠 N89" 27'21"E, 􀀲􀁾􀀮􀀲􀀸􀀧􀀠 􀀮􀀮􀀮􀀭􀀭􀁾􀀭􀀬􀀮􀀮􀀮􀀭􀀭􀀬􀀭􀀭 /'" --'!-_. 􀁾􀁩􀀧􀀮􀁾􀀺􀁪􀁊 ;: Il'PROPOstO CUT " R",HT'OF W.v ::1;1\ ••􀀢􀁾-', • 􀁾... OEOlCAtlON SE".1$89· 􀁾􀀲􀁶􀀮􀁷􀁔􀀲􀀰􀀲􀁾􀀶􀀳􀀻􀀱􀀧 UT I SET'X" [1 fj, • 25'" 50'01" R • 686• .30' t. • 309.44' T • 􀁾􀀵􀀷 AO' 􀁃􀁂􀂷􀁓􀁴􀀳􀁾􀀴􀀷􀀧􀀵􀀰􀀢􀁅􀀠 CL·SOS,S3' SOO" 52'4'9"£ 573.36' 􀀮􀁾􀀮􀀬􀀭.. o 100 200 􀁾..􀁾􀁾....􀁾􀁾􀀠 SCALE: 1 "=100' N OWNER' 6. • 36· 00'00" R • 360,00I L • 226.19' T .116,97' CB.N44. 52'21"E CL.222 49' • ADDISON AIRPORT TOWN OF ADDISON INGRESS/EGRESS VOL. 77010, PO. 1391 EASEMENT 66,986 S.F"1. A . 6. • 25" 49'09" ,,:?<"'>,'/" 􀁾􀀮 R • 18800' PROPOSED ,';" 0 􀁾 . //.,f.' ' 2' 10' ELECTRIC c' 􀁾􀀠 /\ /\ L· 84.7 , EASEMENT . ,,!.J.. /.': T· 43.•09, "... 􀁾􀀠.:' /K .' • 33.'8'33"\ \ Ce·N39 46 56 􀁾􀁖􀁩􀁓􀁾􀀠 j/􀁾􀀬􀀮􀀧􀀠 /• 130.00' '\\ CL.84.00..:. .... 􀁾􀀢􀀢􀀧􀁾􀁁􀁐􀀺􀀧􀀬􀁉􀀩􀀩􀀠9,,'-'//􀁾􀀠L • 75.58: 􀁜􀁜􀁾..􀀶􀁾􀀧􀀧􀁜􀀮􀀮􀀮􀀭􀀮􀀮􀀺􀀭􀀩􀀺/: ",">j!../... !fl 􀁾􀀱􀀠 􀀬􀁾􀁆􀁒􀁉􀁔􀁏􀀠LAY INC. :cur '" 􀀮􀀢􀀢􀀮􀁾􀀢􀀬􀀿􀀠 T 6. • 25 4909 ..",'/1 , fPK \\ 􀀢􀀮􀀧􀁾􀀻􀀡􀀧􀁜􀀺􀀡􀀠􀁾􀀠 "􀁾"-􀀮􀀢􀀬􀀠,;', 0' ." .• 0<::) ""A:UA,TE:D SEPTEt;mER 30.'.:<'.(°.03) '.c..•......'. Ih..i''Z'tf:''''''''./X'' . . ',or'.',33j.18'33" R· 248.00' CB.N44" 􀀰􀀹􀀧􀀳􀀲􀁩􀁬􀁾􀀬􀁾􀀬􀀠',::::,11 \.ao--'j/'v iff CL. 58.67' 􀁾􀀮􀀠 I .C\iIJr:j, \ }!l, 1fl!::J "..: . 􀀬􀁾􀁴􀁜􀁗􀀧􀁒􀀠 1.°, _QO 'to , 􀀭.􀁾"􀀢􀀮􀀠 W'c /.C• N,' ,I V,"S'" oS· c;,oS?','''' 􀁾􀀠: ),' : W/OfoP 􀁾􀀠 􀀬􀁣􀀻􀀬􀁾........􀀢􀀭􀀻􀁲􀁾􀀻􀀮􀀮􀀩􀀠 ,.', ",.\.'/'.... ".. ", 􀁾􀀬􀁾􀀺􀀩􀀬􀀬􀁜􀀬􀀺􀁜􀀬 􀀧􀁾􀁩􀀢􀀧􀀢􀀠 ',," 􀁓_􀁐􀁋􀁾"􀀢.􀀠. 􀁾. 􀀠LE GEND , V". 􀁾􀀠 'i:. 􀁾􀀧􀁑􀁾􀁴􀁾􀀠 􀀢􀁏􀁾􀀠􀀮􀁾􀁜􀀠􀁾􀁾􀀢 c;,0 "!:>' 􀁏􀀮􀁾􀁾􀀬􀀮􀀭􀀬􀀮􀀠 so'i\c;,"!>'S ...........: SET"X" 1e. tv' N\62i· 5\2'2 1"E 18.25LI : ..., _.J-' '" "-,' ,-. 􀀺􀁾􀀠 ," ) ,':••,: 􀁾􀀠 ':< ;., SE;T''X'' 􀁤􀁾 􀁾􀁣􀁾􀀯 􀀯􀁾􀀢􀁾..,\ 􀁾􀀠 . f 􀁾􀀠 /􀀬􀁴􀀢􀀬􀁜􀁾􀀺􀀬􀀠 􀁾􀀠􀁾􀁂􀀺􀁎􀁾􀁾􀂷􀀮􀀸􀀸􀀲􀀧􀀱􀀴􀀢􀁅􀀠 􀀢􀀧􀁾􀀾􀀻􀀭􀀻􀀻􀀠 .. 1 􀀮􀂷􀂷􀀮􀂷􀀺􀀢􀁾􀀮􀁾􀁓􀀧􀀧􀀧􀀧􀁾􀁾􀁾􀁃􀀺􀀧􀂷􀂷􀀠 .. RI': 􀀳􀀰􀀰􀀮􀀰􀁾􀀧 ,.. ..... CL-?,4.52' 􀁶􀀮􀀮􀀮􀀮􀀬􀀮􀁢􀁊􀁦􀀮􀁾􀀠'. " :{/..... " .• 􀀢􀀮􀁾􀀬􀀾􀀢􀀬􀀬􀀬􀁟􀀬􀀧􀀠􀁾􀀬􀀠 • 􀀱􀁦􀁾􀁦􀁧􀀮􀀠 • 1 562· 52'21"W ...r . 18,25' 36· 00'00" ,,_ \",'" 􀀬􀀮􀀷􀁾􀂷􀀭􀁩􀁾􀀺􀀬􀁾􀀻􀁾􀁙􀀡􀀷􀀭􀀧􀀺􀀮􀂷.. 􀁾􀀯􀀭􀀭􀂷 /L .. 􀀬􀁾􀀻... CB.S44.52'21"W 􀁾􀀧􀀴􀀧􀀧􀀧,'􀀧, 􀀠 2.222 ACRE 􀂷􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀨􀂷􀁾􀀬􀀬􀀧􀀧.􀁉􀀠.; ::;; .... ,,< /," CL-185.41' GROUND LEASE -.,',... ,,' /c. .. TRACT TO'" ·,.:l··":· 􀁾􀀬􀀧􀀬􀀮􀀮􀀮.􀀮.􀀬.. "'" ¢ FNirX" ) , .,y' .. I H • ,",. "".• '.:\ 􀀮􀁾.•:-':'i!" "".-.," 􀁾􀀠 . ....: R·',,jll"10.· 0' L • 111.76' Il • 49· 33'09"/􀀧􀀰􀀮􀀮􀀢􀀧􀀻􀀤􀀧􀁾􀀠 Z.... /1. SET""; L. 40.' T • 56,84' WICAP WITH A RED PLASTIC CAP STAMPED "OAL-TECH" FPK FOUND PK. NAIL SPK SET PK. NAIL • 70.00' i-C'/"!O 􀁾􀁲􀀠 Ii CUT 􀁾􀁇􀀮􀀠4' CB·S39· 46'56"W NV 'j : 􀁾􀁾􀀧􀀮􀁾􀁾􀀺􀀠 􀀬􀀬􀀻􀀬􀀻􀀧􀁾􀁾􀀮􀀴􀀧􀁎􀀡􀁲􀀭􀁾􀀠 􀁉􀁬􀁻􀁧􀁾􀀺􀁾􀀵􀁾􀀻� �􀀲􀀢􀀴􀀢􀁗􀀠 CL·ll0.81' C\J\f. 􀁾􀁇 \/:J J • 49· 33'09" () \''' 􀁾 0 ' R· 130.00' CPC:\ L· 112.43' I S" p:J T· 60.00 CB·S44· 09'32"W 􀁾􀀠 CL·'08.96' C.M, CONTROL MONUMENT gFIR FOUND IRON ROD D',:};IR 􀀬􀀬􀀯􀁾􀁾􀁾􀁏􀁉􀁾􀁾􀁾􀁎􀁒􀀻􀁾􀁐􀁅􀀠 N E: ALL BEARINGS FOR THIS TRACT REFER TO THE NAD-83 TEXAS STATE PLANE COORDINATE 􀁓􀁾􀁓􀁔􀁅􀁍􀀮􀀠 NORTH CENTRAL ZONE 4202, ACCORDING TO MEASUREMENTS MADE AT ADDISON AIRPORT GPS MONUMENT NO. 1 THE CONVERGENCE ANGLE AND COMB INED SCALE FACTOR AT GPS NO. 1 ARE 00 DEGREES 54 MINUTES 36.51684 SECONDS AND 0.999843119, RESPECTIVELY. CUT 500· 52'49"E 60 00' . • 26· 35'00" R • 360,00' L • 167 03' T • 85:05' CB·N76· 􀀰􀁾􀀧􀀵􀀱􀀢􀁅􀀠 CL·165.53 Il • 26· 􀀳􀀵􀀧􀁾􀀰􀀢􀀠 R • 􀀳􀀰􀀰􀀮􀀰􀁾􀀠 LT : 17309..8179, CB·S76· 09'51"W CL.13794' ci . ,-., >.. 􀁾􀀠 '-J -' >.. <::( 52" C) 􀁑􀁪􀁾􀀠 n-"'''-. """-Q. 9 <: ;:§ h. VC)) "'"' "'", ,-., -' h. --'" '" '-J Q)" c::J :::: 52 <::( '" Q 􀁾􀁧􀁳􀀠 EXHIBIT OF AN INGRESS /EGRESS EASEMENT Sl7U41S1 IN THE E. COOK st:IMEY, AIJSl'1I4CT No. _ 1'OHN OF 􀁾􀁬􀁗􀀮􀁌􀁁􀁓 CO(..QiI1"Y, 􀁾􀀠 FOR TOWN OF ADDISON BY t:W..-1WI ENGINEERINfJ, INC, tmt lW.LAS I¥CWY.. SI.1fIE J!!XI D3 IJOB NO. ATTeNTION "'"' Re: IfIY t?t1rf--ft;. 􀁲􀀮􀀯􀀺􀀺􀀻􀁾􀀠 􀁬􀁢􀁾􀀢􀀡􀀿􀁩􀁮􀀠 '1'"1 ...t!(t') ,-i> I.Ia .YN./J11 -f<. 4.j !IttI ,.v􀁲.􀀧.􀀢!'􀁾/􀀠r;it..{/.. {. -./􀀣􀁾􀀧.􀀺 􀀲􀀮1 r/;j GENTLEMAN: WE ARE SENDING YOU ll(Attached o Under separate cover via ______the following items: o Shop Drawings o Prints o Plans 0 Samples 0 Specifications o Copy of letter o C _________________________ Change order COPIES DATE NO. DESCRIPTION I On qf,;j.rl ij { 􀁾􀀮􀀮􀀮􀁴􀁊􀀬􀁤􀀯􀀮􀁰􀀯􀀱􀁦􀁦􀀧􀁬􀀱􀁟􀁫􀀺􀁬􀁬􀁦􀀮􀀮􀁱􀁹􀁦􀀧􀁰􀀡􀁉􀁈􀁪􀀩􀁹􀂷􀀡􀀧􀁴􀀠#3 􀁙􀁾􀁾􀁾􀀧 A .; • rlu /' /.( tf.a te./l ;'1l.fJ. 11.f· '?'r!';V" .•, E..;t.<;i 1-:1:;:+' 􀁲􀁾 /iii + (t,61 It It.lt.::':), Uilr-tdor Title: Vice President Date: ll-1.O "CI) 􀁄􀁡􀁴􀁥􀀺􀁾􀀠 10123103 30020· SA No.3 Addison Airport TxDOT 7509.i 􀁾􀀼􀀩􀁩􀁏􀁜􀁛􀁐􀁦􀀨􀁉􀁊􀁗􀀠PurkW{lj' I : I 􀁾 i i =1ARCHITECTS ENGINEERS PLANNERS Suflf! .Uffl PIC/IIII. Tl'X(fs (97.1/661-5626 December 3,2003 J-AX (972) 66].'i(,11 Town of Addison 16801 Westgrove Drive Addison, TX 75001-9010 Attn: :Mr. Jim Pierce RE: AIRPORT PARKWAY -TxDOT SUPPLEMENTAL AGREEMENT NO. 3 Dear :Mr. Pierce: Enclosed for your review and records is a fully executed original of Supplemental Agreement No.3 for engineering services, for Airport Parkway -TxDOT. If you have any questions or require any additional infonnation, please reel free to call (972) 628-3116. Thank you, HNTB CORPORATION 􀁾􀁾􀁾􀀠 Erica T Bourne Project Administrator Enclosures 39020 􀁲􀁢􀁾􀀠 HNTB CvmpffJJies . 1'\, 􀁬􀁜􀀬􀁜􀀺􀀭􀀧􀀺􀁾􀀢􀀧􀀧􀀧􀀠 clr\'. \jOt "'0'1:\ II t>:. 1-'. I \ 􀀧􀁾􀁉􀀧􀁇􀀮􀀠\11 LOS \"(;1'.11'3 (:.\: 1􀀨􀁗􀁬􀁾􀁜􀁬􀁌􀁈􀀧􀀮􀀠liV. }1.\llb'O'\.. \\1; \U.\.\!L l'b MlI.K... V!\[:r. \\ 1. '!l"'L\I'oUl< :"1:", '.\l...'\.no 1-1, tl\ !:lIu\;l) 􀀩􀀧􀀮􀁜􀀡􀁾 ..... 􀁨􀁾􀀢􀀠 l'fllL'.I1rU'IIt.\. 1'.\. L'Ol{rL·"Il. 􀁾􀁦􀁉􀀨􀀬􀀠 I'Oltll."n.! m. 􀀱􀁴􀁾􀁉􀀮􀁮􀀨􀀻􀀱􀀱􀀠 \'1: :.1: 􀁉􀁦􀀩􀁬􀀧􀁉􀁾􀀬􀀠\[<), 􀁾􀀮􀁜􀁌􀁔􀀠I..\i.!: nn', 1,', 􀁾􀁁􀀧􀀢􀀠,"'()\Itl. TX. 􀁾􀁜􀀬􀀠;-1111' \)IOVAL C.'JJTIOH: Ii GAS LINE IS SCHEDULED TO eE RE>IOVED FROM THIS LOCATION PRIOR TO THE ONSTRUCTION tF THEsE PLANS. CONTRACTOR IIILL VERIf'Y LOCATION tF GAS LINE PRIOR TO EXCAVATION. RE>IOVE SECURITY fENCE .& TEIo'P.....IS )1,..::t-lofitIA!#{ REMOVE .& 􀁾 FI'5i..;f. N-a. TEMPORARY ACCESS on,""'" SHEET REMOVAL PLAN STA 10-+00 TO STA 15+45 RM-1 •••• ---1 2 ....... ,/4.. 􀁾􀁾􀀭 ....,. I!:"",.c.-f; 􀁾􀁾􀁤􀀠 􀁾􀁾􀁢􀀮􀀯􀀮􀀠 ... 􀀮􀁄􀁾􀀡􀁬􀁴􀀮􀀠?ki:..d.' 0--• _ _ • . 􀁪􀁊􀁾􀁬􀁉􀀧􀀮􀀮􀁷􀀭􀀭􀁫􀀬􀁙􀀢􀀭􀀧􀀺􀀭􀀺􀀧􀀠 . 91J-􀁓􀀭􀀷􀁨􀁾􀁾􀁚􀀮z. q,'l-􀀻􀀮􀁾􀀠57,S" //􀁾 Jl-YfJ-tl􀁾􀁓􀁊􀀮􀀠 .t:k..;;iI.•􀁾􀁾􀁉􀁜􀀬􀀮􀀱􀀺􀀬􀀠 .. .,tkB+* .. 􀀰􀁩􀁾􀀦􀀾􀀮􀁾􀁾􀀭􀀱􀀢􀀧 .. 􀁾􀁾fl? G: I'f..:{). 3.:5'-G1'or. .. . . ... .. . 􀁊􀀯􀀢􀀢􀁀􀁾􀀠 ..... 􀁀􀀿􀁺􀀩􀁦􀀲􀀭􀁦􀁊􀁾􀀨􀀳􀀡􀀳􀀠. .􀀱􀀬􀀻􀀻􀀺􀀻􀀻􀀻􀀻􀁾􀁁􀁉􀁀􀀮􀀭 .. .'fJ]? :$1 '2r 􀁴􀁊􀁪􀁽􀀮􀀺􀁾􀁾mI. 􀁇􀁯􀁾􀀠 􀁦􀁴􀀾􀁾􂂬􀀮􀀠 􀁾...::.,. . ... Q)1--:-.I..{'ZJ-􀀡􀁾􀁴􀁾􀁾􀀢􀁩􀁜􀁾....􀁾􀀧􀁬􀀧􀁐􀁯 􀁉􀀢􀁾􀀠 􀁾􀀠 ... q 7.2-.:::L-I....",.l 24 25 26 27 28 I: II:! i i :;:: JARCHITECTS ENGINEERS PLANNERS Pin>!,,_ 1,,\-,/., -';fr) ; tnnr/mlf"''''1 October 24, 2003 Mr. Jim Pierce, P.E. Assistant Public Works Director Town of Addison P.O. Box 9010 Addison, Texas 75001-9010 RE: The Re-alignment of Ai.tport Parkway. Dear Mr. Pierce, Enclosed please find our Jnvoice Number 02-39020-DS-ool for professional services in connection with the above referenced project for the period from August 23, 2003 through September 26, 2003. The total amount due this invoice is $26.809.20. If any additional infonnation is required for processing these invoices for payment. please contact Jerry Holder at (972) 661-5626. Very Truly Yours, HNTB CORPORATION Benjamin J. Biller Vice President, Central Division Enclosure cc: Finance Department Jerry Holder -Project Manager rio," II \ '/fJ (" III J' II I' ; j' .,' "nul_ ,II\.,,'''!I\ II \\,\,1'<11)" \11' 􀁜􀀺􀁾􀁜􀁜􀀡􀁜􀀠 ".\ 􀁾􀁉􀀧􀁬􀁬􀀢􀀠 ,,\ ;1\'''\)')1,,) '\ 􀁨􀀢􀁾􀁉􀀼􀁊􀀢􀀠 \1\ ,!n!!!!-'-,,,'" 'ilAHlF'f<" \\\, ,'m, "." Ii 'Ii"'I,'," ",I "'li"II" iii 􀁩􀀧􀁜􀀮􀀡􀀺􀁜􀁾􀀠 ".'I\\"j( U) i.rllhW. \11 II ...:" 1\'\ n nnlllll n: 11\({dPlll' \\ !!1'>.."HUY '1 􀁗􀁈􀁾􀀧􀀻􀁯􀀧􀀠 I\. 1'\\,1\\,'.1',,;;-1\ o'''''''',:n: h\\'I',J!; II,' ,,'»,\\1111" 1\'\"1\', \'11>1'> \",fll", t,jlh\I!U ;., \1\11!"')'\ \\1 \!I.\,\); n 􀁜􀁕􀀮􀁜􀁜􀀻􀀻􀀢􀀩􀁉􀀮􀁜􀁬􀀺� �􀀮􀁜􀁉􀁬􀀢􀀧􀁲􀁍􀁾􀁬􀁬􀀱􀀧􀀠 \I'. '\'11\1111 1\. ,1\\ ,"E!> y, ,l\":;\I'(\('ln",I")I\i\(.\ 1;"11">\1<' '1.111,>.\.\(\:1 I : I 􀁾 i Ii -JARCHITECTS ENGINEERS PLANNERS October 24, 2003 Town of Addison P.O. Box 9010 Addison, Texas 75001-9010 In Account With: HNTB CORPORATION 5910 W. Plano Parkway, Suite 200 Plano, Texas 75093 REMITTANCE ADDRESS: P.O. BOX 802741. KANSAS CITY, MISSOURI 64180·2741 Invoice No. 02-39020-DS-001 Contract Maximum: $44.682.00 For professional services related to the preparation of plans and specifications for bidding and construction of the re-alignment of Airport Parkway from Addison Road to it's termination point JiIII::!bf: AElii5.11 llamt on the Addison Airport per Agreement dated July 31. 2003. os -001 $ 44,682.00 85.00% Complete 85.00% x $44,682.00 $ 37.979.70 Less Previously Invoiced: ____.;;:.1;;:.:1•.;;:.17;...;0;.:;.5;...;0,$ 26,809.20 TOTAL AMOUNT DUE TInS INVOICE: $ 26,809.20 Till! II,V'fJJ COmp(lllff!lf DATE SUBMlnEO:,__􀁾􀀠 FOR COUNCIL 􀁍􀁅􀁅􀁔􀁉􀁎􀁇􀀺􀁾􀁟􀀮__􀀮􀁾􀁟􀀠 Council Agenda Item: __ SUMMARY: This item is for the award of contract to Jim Bowman Construction Company, L.P., in the amount of $223,820,00, for the Airport Parkway Realignment Project. FINANCIAL IMPACT: Budgeted Amount: Unbudgeted Cost: $223,820,00 Funding Source: Airport Fund BACKGROUND: In conjunction with the proposed Frito Lay Improvements at the Addison Airport, a portion of Airport Parkway, currently west ofAddison·Road and south ofthe existing airport administration building, must be realigned, The new Frito Lay facilities will be located within the existing alignment ofthe roadway, The firm ofHNTB Corporation prepared engineering plans and specifications for construction of these improvements. Attached is a bid tabulation for this project. The bid proposal for construction was structured to provide an incentive/disincentive method ofbidding the improvements, Specifically, each bid submitted was required to consist oftwo parts whereby: a. The Contractor submits a standard bid (A), which is the summation ofthe products ofthe estimated quantities shown in the proposal, multiplied by their bid unit prices, b. In addition, the Contractor submits a time bid (B), which is the product of the number of calendar days required to construct the project, determined by the Contractor, and Daily Value established by the Town, The Daily Value was established in the contract at $250.00. The number of calendar days is intended to include inclement weather, holidays, etc, The lowest bid (Total) for award ofthe contract was determined as the lowest sum ofthe standard bid (A) plus time bid (B), The contract establishes the actual contract amount for payment to the successful contractor to be the value indicated in the standard bid (A). Also included in the bidding process was a provision whereby the Contractor is awarded in incentive payment if construction is completed prior to the number of calendar days he submitted, The total amount ofthe incentive is the product ofthe Daily Value ($250) and number of days the Contractor completes the project prior to the established contract time. Accordingly, the contract provides for a disincentive amount to be established based on the product of the Daily Value ($250) and amount oftime that the Contractor exceeds the established contract time. The total incentive payment cannot exceed $5,000.00. However, there is no limit to the amount of disincentive reduction from the Contractor's final payment that the Town will impose for going over the contract time limit. Six bids were received for this project. Jim Bowman Construction Company, L.P. submitted the lowest Total bid (A + B), in the amount of $245,070.00 and 85 calendar days. The actual amount ofthe standard bid (A) recommended for award is $223,820.00. This amount is within the engineering estimate of $262,305.00. The Contractor, Jim Bowman Construction Company, L.P. has successfully performed several similar construction projects for the Town of Addison at a high level ofperformance. RECOMMENDATION: Staff recommends that Council authorize the City Manager to enter into a contract with Jim Bowman Construction Company, L.P., in the amount of$223,820.00, for the Airport Parkway Realignment Project. ;;f B1D scHEOUI.E I 􀁒􀁾􀁁􀁙􀁉􀁍􀁐􀁒􀁏􀁖􀁅􀁍􀁅􀁎􀁔􀁓􀀠 AIRPORT PARIQNAY REALIGNMENT e1GlNEERS I!'l:rfW.ATF ITiM '0. '" '" '" ". '" "" "'". '" '" '" '" '" '" '" 'IS 117 11. '" '" '" '''' '" ,'",. ". '" uNIT H'. _mIT DESCRIPTlOH a UNlTPRICG INWOROS uNlT ,,,,,a Q1Y. 8m !.J",bUJation LS , """'" , , '25.000.00 $ Pre 3(Q ht-of-wa LS , 15000.00 , , 15.000.00 S 􀁾􀀱􀀱􀀠dent!> &aV/C\It ,:d8tlru:I f¥11'11m!tn1 LF. '00 ", , '22".00 􀁒􀀮􀁭􀁟􀁂􀁮􀁤􀁤􀁉􀁬􀁬􀁊􀁘􀁉􀁉􀁓􀁉􀁉􀁉􀀱􀁬􀁾􀁴􀀱􀀹􀀠fI1l.....tMlll,ltIClmIir\i """ BY. '$ S." ,." . 91"'''' Um:lass!ft!d C.Y. $: ." "" 47SOQO $ e,""""'_ 􀁾􀁹􀀬􀀠 $; ".00 '" , 1 400.00 S 􀀡􀀧􀁉􀀡􀁉􀁔􀁨􀁉􀁥􀁩􀀻􀀡􀀸􀁗􀁯􀁾􀀠􀁾􀁾4,0«1 p3IO:za s.y. $ 4<0' .000 , 121200..00 5: Furnish I.I1d !lMaU 10' IlIeIIflta :UJ1:l II'!let EA , 301:)0.00 , , $ 000.00 S Cius 11118' Rep SWim dmmel&< Intludlllll!'ltlln s LF. , ".00 ,oa , 1020.00 '5 RltmCMI and I1Iloeabt I'IlQdSi:fo,1 n EA. , """ " , 15 MPH S. od Umlt SOn" tR2-1 EA S ""'., 2 , 1 OOMO S FIrs t.lirl9 mlpinll L.f'. « '" l.1" 2.200.00 $ S.Y. $: ,." '" , "'.. , F\lmlsh.lI'!fttaij. mstMu'! aM __􀁴􀁬􀁬􀁴􀁾􀀠 U'. , ".) "" 1SO.00 $" -"", 100.tA:I OS 20(1,00 $ 11n-b:at>x> C¢ndllt. 4" SCH
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'.COO.'" 1f.1.00 $ 1000.00 S ,'-', 􀀭􀂻􀁾􀀠S ...IJIJl. , ""'.., .,"" , 112.000.00 S .." . 􀀱􀀲􀀱􀁾􀁑􀁏􀀠 S ".00 $ \09200.00 '$ 7500.00 S 5000.00 S ....Z,41l)};Xl S 4m.OO '$ 2.t!Xl.tlO S 5,500.00 $ '"'''' :1.780.00 $ Q"QO 5: 5.184.00 1 ...., , 6MO.OO S , · , , , '00."" , , "'.00 , 00000 226,00$ 450.00 '5 ""." , SOD.OO II 4." , 􀀴􀀬􀀴􀁾􀀠 1,00 is 1 100.00 HO $ , 210.00 Ii 4.00 , 300[),00 is .ro , ...1..250,00 $ 3,00 $ ..1,J00.00 I.J 􀀵􀀮􀁾􀀠 S 1 S)O,og $ 1.25 S 315.00 S ,.<0 , 780.00 ,,"'" , -'" , 75.00 S 15(UIO $; 100,00 S --,,",00 l! 10.00 S , 140.00 S 6.00 S .'1.00 S 6,00 $ 5&400 t 4 000.00 $: '00000 000.00 , 8000.00 $: $C«I.00 Lt. ...!..OOIi.OO ! 1$.00 $ 7 ...., 15.1;13 :s4 G.'IO.OO $ ro,oo s ....!r.OOOOO : 15000.00 t 18 C«I.OO S '2500.00 $ 􀁾􀀢􀀢.., S I'XlO.OD $ 4150.00 , · • '000.00 S , 000'" 1 &:10.00 $ , 500.00 , · , "., , t1fl:.oo .'" S 3t1D.OO • .. 4&1.00 S , &40.«1 $" 800.00 ;'! '''''-00 250.00 , ,'''-''' "'.00 • !Sileo: $ "".CO • ''''''''' 20.00 I. 13.2CO.00 , 1.25 S &25,00 S 1).55 S '"'00 􀀬􀁾􀀮􀁏􀁏􀀠 $: 4: !J$O.OO $ 0.45 S 143.!IO $ 􀁉􀀩􀀮􀁾􀀠 S 165.00 • 22&295.00 • 2Zl1t2().00 • 1$7;07.00 .,,, ENOINEBRS'S$TlMATB Bid St:hedule &: DescriDtion ToW A.mou.nt 􀁍􀁡􀁾􀀮􀀮􀁡􀀱􀁳􀀠It Services RElICON TOTAL Sf£) FORSCH£DULEI Wi ruD2 -TOTAL OF STANDARD BID (A), S $26ZJO$.OO I$ "","'.001 1$ _.'",,112':"')] r$ 237,901.1lO TOTAL OF TIME BID, o (001"""'0",) 1---60] eo 'fO'rAL OF C.,\.LEi\"DAR l>AY$ X $2.56.00 (B): Is 15:000:001 􀁾., ,250.001 r. 22,51lO.00 BASIS FOR COMPARISON OF BIDS: (A) +(II) -TOTAL BID, S26Z,.3C3.00 1$ ''''.;iIlS.oo1 I$ 246,07(),()()] I' 260.407.00 BID SCHEDULE I ROADWAY IMPROVEMENTS AIRPORT PARI'JNAY REALIGNMENT RID3 BID4 BID. 􀀢􀁾􀀺􀀠 r PR'CE 'N WORDS 􀁉􀁕􀁎􀁉􀁔􀁾􀁾􀀠 A-:::;:"' 101 Il,S. • 25 000.00 I. 25 000.00 I, 1,", IUt S 15.00000 I. 1500000 I, 104 I􀀧􀁴􀁩􀀢􀀧􀀻􀀧􀁾􀁏􀀮􀀠,"-􀁯􀁦􀁾;:.monc 10.,,,,. Il.F. • 3.00 755 I. 2""'.00 I, I.,Y. S 6,00 1,650 I. 9 _.00 I, 105 IC,y, S '.50 500 I. 4,750.00 I. lOS I C,y, • 14,00 100 I. 1,400.00 I. 101 I:;'''·'' 'p""''' IS,Y, , "',00 2-'100 Is 123,200,00 I, ,.,d 1".''''1lY """"'" ",,",,,,,, EA. • 3,000,00 I. ',000.00 I. 109 lei... "' ' ,d",,,, """ loo'UdI" m,." ILF. • 65,00 "" , 7.020.00 I. 110 R'm... , ,􀀢􀀧􀀢􀀢􀁾􀀬􀀬􀀮􀀬􀀠 EA. , 500,00 o • !. 111 151 HI">S",, (R"11 EA• 500,00 • 1,000,00 is '" PI",...".""", ,", S 2,00 1.1'" I. 2,'200,00 I. 113 .y, • 1.00 IlIJ( S ""',00 I. "' IFum.h. 101 "'" ,_. ,,' rom_ ,M ", IF, , 2.51) 3'" • 75000 I. 115 lo'otl EA. I, 100,00 • 20000 , ". ' 4' SOH '"' PVC IF. Is 5,00 '" • 570.00 , 117 'umOh. ,G," ""'" __Com1m1 "'" Cs. I, 15.000,00 • ".000.00 Is "' , F"", l,F, I. ""00 "" S 7,500,00 I, 119 LS, I, 7,50000 • 7,50000 I. 120 , F""" IF, Is 1000 '" • 1,950,00 121 CI", ill 12', 􀀬􀁐􀁉􀁾􀀠 lF, I, 50,00 " 5 4.750,00 '22 :;':"" '01'.", I I ",m"" FA Is '0,000,00 • 10,00000 "3 Coo'"" T SCH 40 PVC LF, I. 5,00 IlOO • ',00000 124 I EA , 1.500,00 , ',00000 125 , ",II B= T", A EA S 500.00 • 1,500,00 S 12. lea." '" , .. "..L.F, • 6,00 S6 • • 00000 S 5000 00 I, 31000,00 I • 3100000 1.50 • 1.132.50 I, 2,00 Is 1,510.00 '.50 • 15,""'-00 I. ',00 I. '.900.00 ",SO • '.900,00 S 1200 I. 5,000.00 38,'" • """,00 • 6,00 I. 800,00 45,SO • 127,400"00 S 39,00 I , 109,20<),00 I. 2.410.00 S 4,8"',00 S 2,800,00 !. $,600,00 I. "'-00 • 􀁾􀀱􀀢􀀬􀁏􀁏􀀠I. ".00 is ..".,"" I, • ' , 800,00 I. I, "'.00 , 'SMo , ""',CO I. 500.00 I. 1.00 $ 1,100.00 • 1.10 I. '.2'0.00 Is 25O • 􀁾􀀲􀀵􀀰􀀢􀀰􀀰􀀠 • 3,00 • 2700.00 I, 1." , 375,00 S 2,GO • 780,00 I. 75.00 S ',",,00 S 100.00 , 200,00 I. '.00 • 1lIl4,00 • •.00 Is '64.00 Is •. 000." • 8.000,00 • 1<000.00 Is '.00000 I. 15'" • 4,"",,00 • 20.00 • 6000,00 I. '500,00 • 2,BOO,00 S 5,000,00 , 5,000,00 I. '.00 , 97',00 • 7,00 • 1,365.00 I. ,",,00 I. 3'00,00 5000 , '7SO,00 I, 4,000,00 Is ',000,00 S ',500,00 • 1,500,00 is "", I, 1,752,01) S s,,,, • a 12"-"11 S 450,00 I. 1.840,00 , 800,00 , 3.200,00 Is 253,00 I, 759,00 • '"",OIl • 1.050,00 I. 1.25 I. 825,00 S 0,55 • "',00 I. .,.. Is 148.50 I, "'" • '''',00 I. "",,"'''' , ,,, "'''''''' p"';;;;" 􀀮􀀬􀁾􀁖􀀢􀁾􀁟􀀬􀀠 .RICE 􀀺􀁒􀁾􀁅􀀠 I • 42,032.50 I. 42,002.50 ,., " •.7' 5 '.7."•.7' • 10.000.00 I, 10.000.00 I • ......00 I. 6,600.00 5<1.57'.00 5 ".575.00 • '.000.00 IS 5000,00 Is 200 • 1510.00 S 2.23 I. 1.683,55 S 3.00 Is 2.265.00 I. "" • 9355,50 S ',20 , 3,630,00 I. 5,,. I. 9,.75,00 " 14,03 S 7.015,00 , 16.50 • 6,250.00 • ,,,. I. 6,750,00 I. 4,90 4SO,00 S ,e,,. s 1.650,00 • 1>00 I, 1.500.00 I. 42,25 I. "','00.1>0 • '4.47 • 152,516.0. • 50.00 I. 140,000,00 I. 2,580,00 I. 5,720.00 • 2-"",00 S =00 • 􀁾􀀲􀀵􀀰􀀮􀀰􀀰􀀠I. 4,500,00 • 6"'. I • ',652,'" • ".72 , 10,""" • 7000 I. 7"ilOOO • I. s 1.700,00 , • I. Is '25,00 I. "',00 , "",00 • 1,760.",,S 300.00 ' , BOO,OO Is 1,0' I. 1,133.00 02'2 S 242,00 , 0.90 • ""',00 I. '.30 I, 2,"0.00 I. 􀀱􀁾􀀢􀀠• 11817,00 • 5.0' • ',500,00 • 1.38 I. 10.00 􀁾􀀱􀀮􀀠• _00 S 400 I. 1.200,00 , I!2SO I. 165.00 82.50 , 1",00 • 200,00 I. 400,00 • 53. I, .,',4. S.SO • 527,00 • .,00 I, 554.00 , '.105,00 ! , ',105.00 ',140.00 S '.140,00 • 1,500,00 • 1,500,00 • 14.85 I. 4,<5',00 I, "40 • 41l2O,00 , ".00 , 7500,00 • Moo,OO I. 6,800,00 I. 2,"",00 • 􀁾􀀢􀀧􀀬􀁏􀁏􀀠 • 2,000,00 • 􀁾􀁏􀁯􀁯􀁯􀁯􀀠 • .50 I, 1.012.50 I. 11,00 • ',145,00 I. ',00 • .75.00 S •• 50 Is .,"",'" I. 77JJO • 7.315.00 40,00 • 3.1lOO00 $ 8,100,00 !, 8,700.00 Is ".,oo.lJO S 1000.00 • 1.000,00 , ." i. 3,1'",00 I. ',57 • '.742,00 , ',00 • 4,800,00 • 797.50 I. 3.190.00 I, "',SO , 3,051\,00 , 2,000,00 , ',000,00 , 3$7." I. 1.072.00 I. ","" I. 247." <50.00 • 1,950,00 • 0,55 I. ,",,00 Is 0,55 I. 363,00 I. "SO , ....00 • 0,50 • 11l1i,00 Is ',55 Is 18'.so I, 1.50 • 4S§,00 is 2,",'55," I. 401.4O!t " • ",,,,,, 00 HI h Bid ""' .. Low • 􀀱􀀰􀀷􀁾􀀷􀀵􀀠• S6202.21 : , 10001).00 .!. -50575.00 • 􀁾􀀹􀀮􀀰􀀲􀀹􀀮 17 • 􀀭􀁾 • ',00 • 2," Is 1,50 ,• 10,0\) • 5.48 • 220 17,80' • as4 • ',00 • ,",SO I. 15.15 : $: 4,00 • 54A7 • 45.20 ; S ,",,00 • 2850.00 • 􀀬􀀭􀀭􀀭􀀭􀁾􀀮􀀢􀀧􀀧􀀧􀀧􀀠I. 2,250.00 • 94,72 • .,'" II 35.00 , , . , 1,700,(}o • 416..67 , sao,oo • "',00 225,00 • 4.00 : ,S '"" • 022 • 13.13 5.1•• 2,50 • 1,25 ... , 5.00 • I. 20000 S 'OS61 ,• 15,00 • 10.00 • 8.4' 5,,. L ....􀁟􀁾􀀠140JID • 529o.a3 s 1500,00 • 25,00 •, 19.29 • 14.65 • 15000.00 6,026.61 I. 2.000.00 • 11.00. S .,70 • ',00 • ?TOO i $ 51.30 S "'-00 , , 12.160.00 ,• 5592.00 • 1000,00 MO , 􀁾􀁵􀁡􀀠 • 2," • 2,000.00 , 964AO:$ 460.00 ,• 650.00 325.50 ,• 82,SO "',00 S 4,07 .,55 $ ,5."" • '.08 • 0.45 Bid Schedule & De...; !ion T.tal Amount Mamrials & 80m... TOTAL mn FOR SCHlIDt:Il.E 1 Bowman GIBSON & ASST CONSTRUCTORS ED A WILSON 􀁅􀁎􀁇􀁾􀁅􀁓􀁾􀁔􀁅􀀠 .'02 81D4 Bl05 BID 6 -TOTAL OF STANDARD BID (A): $ $Ui2,305.oo 1$ 228,295,00 I Is 223,820.00 1 I$ 237,907.00 1 1$ 245,265,76 1 1$ mplete in Place, for the Sum of and Cents per unit ICamp:lete In Place, for the Sum of and Cents per unit ICamp'lete in Place, for the Sum of and Cents per unit ICamplete In Place, for the Sum of //If PF -6 of 1G-Roadway ROADWAY IMPROVEMENTS AIRPORT PARKWAY REALIGNMENT Cents per unit IComplete in Place, for the Sum of for the Sum of and I_.:::....w=_______􀀮􀁾􀀢􀁾􀀠per unit TOTAL AMOUNT BID FOR MATERIALS AND SERVICES,ITEMS 101 THROUGH 127, INCLUSIVE $ _______________􀁾􀁾􀁾􀁾􀁾􀀡􀁟____________________________ 􀁃􀁥􀁮􀁾􀀠 PF -8 of 10-Roadway BID SCHEDULE SUMMARY AIRPORT PARKWAY REALIGNMENT Bid Schedule & Description Total Amount Materials & Services I. Roadway Improvements TOTAL BID FOR SCHEDULE I ." '!fI!P ",...-' = TOTAL OF STANDARD BID (A): $ __􀀮 􀀮􀀮􀀺􀁾􀀽􀀭􀀭􀀺􀁪􀀽􀀭􀁾􀀮􀀮􀀮􀀺􀀮􀀧_􀀱􀁟􀀳􀁟􀁾􀀠 ___ WRITTEN IN WORDS: ______________________ TOTAL OF TIME BID: (Calendar Days) TOTAL OF CALENDAR DAYS X $250.00 (B): BASIS FOR COMPARISON OF BIDS: (A) + (B) = TOTAL BID: NOTES: 1. All items, labor, materials, equipment, facilities, incidentals, and work required for construction of the project are to be provided and installed by the Contractor as part of the project and payment for the eost of such shan be included in the price bi 2, Prices must be shown in words and figures for each item listed in this proposal. In the event of discrepancy, the words shall control. 3, It is understood that the Bid Security shan be collected and retained by the Owner as liquidated damages in the event a contract is made by the Owner based on this proposal within ninety (90) calendar days after receiving bids and the undersigned'fails to execute, the contract and required bonds Within ten (10) days from the date the Contractor is' notified and has received the conformed documents. After this period,. if the eontract has been executed and the required bonds have been submitted, the said Bid Security shall be returned to the undersigned upon demand, 4. One contract will be awarded based on the total value ofitem! (A), plus (B). Bidder's Tax 1.0. No. or Employer No. 1'f'Z?tlCJ3(I{J . . .,:... -:PF-90f10 ROADWAY IMPROVEMENTS AIRPORT PARKWAY REALIGNMENT ICompllete in Place, for the Sum of and 1_____________________ Cenls per unit IComplete in Place, for Ihe Sum of 1_________________________􀁾􀁕􀀬􀀬􀀢� �􀀮􀁡􀁮􀁤􀀠 1______________________ 􀁾􀀬􀀮􀀢􀀧􀀮􀀠per unit ICompl'etein Place, for the Sum of I_________________________􀁾􀁶􀀬􀁟􀀢􀀮􀁡􀁮􀁤􀀠 IComi>lete In Place, for the Sum of and 1_________________ ____ Cents per unit IComp'lete in Place, for the Sum of I_________________________􀁾􀁶􀀢􀁯􀀢􀀬􀁡􀁮􀁤􀀠 1_______________________ 􀀢􀀧􀀮􀀬􀀬􀁾􀀠par untt PF -7 of 10-Roadway , ... The undersigned Bidder agrees that this bid may not be withdrawn for a period of sixty (60) days after the opening ofthe bids. In submitting this bid, it is understood by the undersigned Bidder that the right is reserved by the Town of Addison to reject any and all bids. By: 􀀮􀀺􀀯􀁉􀀩􀀮􀁾􀁾􀁾􀀭􀀮􀀮􀀮􀁌􀁩􀁌􀁾􀁾􀁾􀁾􀀽􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀂭 􀀨􀁓􀁩􀁧􀁮􀁡􀁾􀁥􀀩􀀠 {J02I1 IS (print 􀁎􀁡􀁭􀁥T􀁾tle􀁡) 􀁮􀁤 Witness: _ /lvud"..d (Signature) '-" . 􀁾 /}vII ..$7. 􀁾􀀮􀁳􀀠7fo 􀀷􀁾􀀲􀀰􀀨􀀠 (Office Address of Bidder) Bidder's Tax LD. No. or Employer No. SEAL (If Bidder is a Corporation) NOTES: Sign in ink. Do not detach. PF-IOoflO ----I I I ASPHAL T lMO 1It--IllI·------,--------!-------> 2-NO. e AWG 􀁆􀁾􀀠CARD RE'DEll 􀁾􀁤􀁉􀀠 2-NO•• AWe 􀁆􀁾􀀠CARD RE WIRE AIlER PULL It NOTE: SEE STREET LIGHT FOUNDATION DETAIL 􀁆􀁾􀀠 􀁁􀁎􀁃􀁈􀁾􀀠BOlT REQUIREi'£NTS FOR REUSED LIGHT 􀁐􀁤􀁾􀁁􀁬􀂷􀀱􀀠PAV:YJ.m 􀁯􀁾􀀠 􀁾􀁌􀀭􀁾􀁾􀀢􀀧 ... '"'en 0 .. 􀁾 .. ---'£ 􀀺􀁊􀁜􀁾__-:: o 20 40 60 80 SCALE IN FEET LEGEND :q...o REUSEO STREET LIGHT SUPPLlEO BY _,SON AIRPORT 􀁾􀀠STREET STYLE LIGHTING STAND_ -SEE NOTE '.Ull........ 􀁃􀁾􀁉􀁔􀀮􀀲􀀢􀀠SCH 40 PVC • C<:HCRETE 6OLLAR!l I!!I GATE CARD READER • PlLLBOX 8-POWER SERVICE NOTE: 1. 􀁃􀀼􀀺􀁈􀁔􀁒􀁁􀁃􀁔􀁾􀀠TO INSTALL POLE FOUNDATION AND CONDUIT. TXU TO INSTALL CIRCUIT 􀁃􀁏􀁎􀁏􀁕􀁃􀁔􀁾􀁓􀀠AND 30-FOOT REeTANGULAR STYLE STREET LIGHTING STANDARDS. 2. C<:HTRACTOR TO C<:HNECT TO EXISTING TXU 􀁓􀁔􀁕􀁡􀁃􀁘􀁊􀁔􀁾􀀠 3. ALL STREET LIGHTING FOUNDATIONS SHALL BE 6-FEET BEHIND CURB. APPR<)II. 􀀱􀀽􀁉􀁾􀁩􀁩􀀽􀁊􀁾􀁾􀀠 PROJECT NO. 39020 ORA"'" GFS 􀀼􀀾􀀼􀁾􀀠 "" DATE SEPT£K8ER 211u:1 SC..... E l􀁦-􀀭􀀺􀀺􀀽􀀽􀀽􀀺􀁝􀁔􀁾A􀁏IR􀁾P􀁗a􀁾tr􀁎 􀁅PA􀁪RR􀁏KW􀂧A􀁆Y􀁾 R􀁁E􀁾AI􀁄.J􀁾GN􀁄I'<􀁛£􀂧NT􀁉 􀁓􀁾􀁏􀁾􀁎􀁴􀀽􀀽􀀽􀁾􀀠SHEET ILLUMINATION PLAN ST A 10+00 TO ST A 15+45 TOWN OF ADDISON. TEXAS IL-1 􀁔􀁏􀁔􀁁􀁌􀀺􀁌􀀮􀀺􀁌􀁟􀁾􀁾􀁾􀀠} This is a lump sum cost Financial Cost Comparison Airport Parkway Illumination Assumptions: Contractor provides light foundations, conduit, and pull boxes Oncor provides wiring, light standards (poles, luminaires, mast arms) ;Oncor Oncor provides electricity, operations and maintenance for flat monthly rate per light (no meter). Flat monthly rate paid to Oncor for electricity, operations, and maintenance: Note that Subtotal is an up front one time cost, while the monthly rate is continuous overtime. M:\JOBSI3902O-AP ParkwaylTECHPRODlfliu mlCosLdifference 101912003 Sign in Sheet Airport Parkway Realignment PreBid Meeting 1-0ct-03 -------!f----..................... -----.... ·················_--'------1 30 􀀱􀀺􀁉􀁾􀁩􀁩􀀭􀁊􀀠 LETTER OF Job No. 39020-DS 'fhe HNTB Companies 5910West Plano Parkway, SulteiOO • Plano. Texas 75093 􀀨􀀹􀀷􀀲􀀩􀀶􀀶􀁪􀂷􀁾􀀠 TRANSMITTAL Date September 23,2003 ............ . ..._.......... 􀁾􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀠 To: Mr. Jim Pierce, P.E. Re: -Addison Airport • Town ofAddison : Airport Parkeway Realignment ·16801 Westgrove Drive 􀁾􀁁􀁤􀁤􀁩􀁳􀁯􀁮􀀬􀀠TX 75001-9010 WE ARE FORWARDING TO YOU: NO. OF COPIES SHEET NO. 1 set 1 set LAST DATED · • · 1 DESCRIPTION " • Plans for referenced -"I_ ,'.... 􀀬􀁾􀀠 Specifications for referenced -1:',.1 j ,., 􀁾􀀠 􀁾􀀠 􀀭􀀭􀀭􀁾􀀠 " "''' 􀁾􀀧􀀭􀀧􀀠-.------..􀀭􀀢􀀧􀁾􀀬􀀭.....--...􀁾􀀬􀀮􀀢􀀭􀁾􀀭􀀭􀁾􀁾􀀠 THESE ARE TRANSMITIED: o For approval o For your use I:8'J As requested o For review & comment PLEASE NOTE: COPY TO: file By: ----------------------Jenny Nicewander ________________________ __ _-_ ADDIsoN ® Public Works I Engineering 16801 Westgrove -P.O. Box 9010 Addison, Texas 75001 Telephone: 1972} 450·2871 • Fax: 1972} 450·2837 DATE /0-4-e'Y?j IJOBNO ATTENTION : Rt:." 􀁾􀁨􀁬􀁯􀀠 1-t2v ' //UA7 (:t r 1101..t:J.?.r/.:L.I --I/.L' 􀀬􀁊􀀬􀁾􀀠 I 􀁈􀁾􀁟􀁌􀀠....; I GENTLEMAN: WE ARE SENDING YOU 􀁾􀁨􀁥􀁤􀀠 o Under separate cover via ______the following items: o Shop Drawings o Prints o Plans 0 Samples 0 Specifications o Copy of letter o Change order 0 _______________________ COPtES DATE NO. /THESE ARE TRANSMITTED as checked below: o 􀁾􀁲 approval 0 Approved as submitted o Resubmit ____copies lor approval I!fFor your use 0 Approved as noted o Submit copies for distribution o As requested o Retumed for corrections o Retum corrected prints o For review and comment 0 o FOR BIDS DUE __________ 19,___ o PRINTS RETURNED AFTER LOAN TO US SIGNED:.j:-J ..::-:..!,'_________ 􀁾􀀫􀀮􀀮􀁪􀁦􀀮􀁾􀀼􀁏􀀺􀀮􀀺􀀺� �􀀽􀀠 If enclosures are not as noted, please 􀁾􀀠 SUPPLEMENTAL AGREEMENT This Supplemental Agreement. Number 2, to the AGREEMENT FOR ENGINEERING SERVICES. dated July 31. 2003 (the Agreement), between Town of Addison (Owner) and HNTB Corporation (Engineer) is made effective as of the 3rd day of October, 2003. 1. Engineer shall perform the following Services: • Change various sheets on the TxDOT plans for the pavement reconstruction of Apron 'A' and Hangers 'A', 'B' and 'C' due to adjacent construction. • In addition to this there will be changes to the proposal form in the specs to reflect the changes and an addendum 2. In conjunction with the performance of the foregoing Services, Engineer shall provide the following submittals/deliverables (Documents) to Owner: Changes to be incorporated into the TxDOT plans/documents and will be reflected in the interim review submittals. 3. Engineer shall perform the Services and deliver the related Documents (if any) according to the following schedule: Changes to TxDOT Plans will be accomplished within three (3) days of Notice To Proceed. In retum for the performance of the foregoing obligations, Owner shall pay to Engineer the amount of $ 13.963, for a total contract amount of $62,050 payable according to the following terms: Payments will be made based upon the provisions of the original contract, with a corresponding increase in the total contract amount. Except to the extent modified herein, all terms and conditions of the Agreement shall continue in full force and effect. These services, in the amount of $13,983 shall be charged against the grant. Town of Addison HNTB Corporation (Owner) (Engineer) . 􀁓􀁬􀁧􀁍􀁲􀁵􀁲􀁥􀁾􀀠 Signature: 􀁾􀁾 􀁾􀀠 ( 􀁾􀀠 Name: 􀁾􀀮􀁾􀀠 . Name: Benjamin J. Biller Title: Ass£, 􀁾􀁾􀁢􀁬􀁴􀁣􀀠tJk.s pir. Title: Vice President Date: ID-1-D1 Date: j 0/9/:/) 10/08/03 SA No.2 Addison Airport TxDOT DATE /fJ-ct-o 3 IJOB NO, ! ArrENTiON 􀁾􀁾􀁾􀀭􀂮􀀠 , , Public Works I Engineering RE: I /' -r I 0. 17' ..i!j 16801 Wastgrove • P.O. Box 9010 L • /. .J "-./Addison, Texas 75001 ! J::n &--J '"AA Telephone: (972) 450·2871 • Fox: 1972) 450·2837 d....t-nlJ (j; -/...S:! , GENTLEMAN: WE ARE SENDING YOU drilttached o Under separate cover via ______the following items: o Shop Drawings 0 Prints o Plans 0 Samples 0 Specifications o 0 __________________________ Copy of letter 0 Change order COPIES DATE NO. . DESCRIPTION I 􀁾 /J /J /-1'14J..f n irJ Attr.e.f:>/7!'" Y7 f-# ., L /h, L. ,;;;., r b--IYI.t:JDrlT7a .:s::f, J/"'1//r-L I '/, I I , i i i THESE ARE TRANSMITTED as checked below: o 􀁾􀁡􀁰􀁰􀁲􀁯􀁶􀁡􀁬􀀠 0 Approved as submitted 0"For your use 0 Approved as noted I o Resubmit ____copies for approval o Submit copies for distribution o As requested o Retumed for corrections o Return corrected prints o For review and comment 0 _________________________ o FOR BIDS DUE _______________ 19,___ o PRINTS RETURNED AFTER LOAN TO US REMARKS _________________________________________________________________ ._,._..." .... , .. , .. -_...._COPY TO ______________________ 􀀢􀀢􀁅􀀢􀁾􀁾􀀠 If enclosures are not as noted, please n􀁾􀀠=e, ---------------------_.-------..._--_._-_..... -..-.-.._-_. 􀀧􀁩􀁾􀁬􀁦􀁬􀁬􀁲􀀺􀁉􀀧􀀮􀀧􀀮􀁗􀁬􀁊􀀠I'mkwuy I : I􀁾 i II =JARCHITECTS ENGINEERS PLANNERS S(llh'l'lll ('r2) (;(,/-'1(1)6 h"IS f'r..!, (0(;1-561·) October 8, 2003 Town of Addison 16801 Westgrove Drive Addison, TX 75001-9010 Attn: Mr. Jim Pierce RE: AlRPORTPARKWAY -TxDOT SUPPLEMENTAL AGREEMENT NO.2 Dear Mr. Pierce: Enclosed for your review and signatures are two copies of a Supplemental Agreement No.2 for engineering services, for Airport Parkway -TxDOT. Upon review of the Agreement, please sign and return the copies to, HNTB Corporation; 5910 West Plano Parkway, Suite 200; Plano, TX 75093. If you have any questions or require any additional information, please feel free to call (972) 628-3116. Thank you, HNTB CORPORATION 􀁾􀀢􀀭􀁾􀀠 Erica T Bourne Project Administrator Enclosures 39020 1 ",' 11.\ 'F Ii C"!II IJ II II iI' 5 n, H( ;', Ii I \ \ \. Ii:!", ,\ \"" \1" 􀀧􀁉􀀡􀁾􀀠 \I!' \1: 􀁜􀁾􀀬􀀠I" ,,\ ,1 ,II" ," ,! ", '" <"I ,,; ,\ :1' hi." ': .. ,p Wq ,I '" 􀁾􀁬􀀠 • 11\·,1 ' " " \\" 'I 1, ".to I' ,.t \ I , ",.;, "I '''(1\),;1, 'ii' 􀁉􀀡􀁜􀁉􀁉􀁜􀁾􀀠 '\ P;',,;l, ", l"II:\U \11 '1'.1','-1'1 I: "'''1:'11 I". 􀀱􀀱􀁜􀀱􀁾􀂷􀀻􀁉􀀮􀀾􀁉􀀺􀁬􀀧􀀠 ,1 ',n,,"\1(11 " 􀁉􀁉􀀢􀁉􀁾􀁉􀀢􀁜􀀠 \ ,";)1\\\1',,11' 1\ 􀁨􀁜􀁜􀁾􀀬􀀢􀁬􀁬􀁜􀀠 \1" 1,'" ,\\!,: 1 ,\. 1\\"1\.' '.t Ii" \"\,,1 I!' 1\ 1<1 '-"dil \) ,:1111",\ \\1 \'1'."'11 I, YII,'\lldl \\1 \'1'>'>1 V'!I!'> \1\ ',\"11\1'1, " \1\\ "'I:" \\ 􀀢􀁜􀁾􀁉􀁜􀁜􀀺􀀢􀀠 \ "'n,'" ,. 'I '" ,\ "(I \ \1 􀁾􀀢􀁉􀀠 ",: 't' \ \" 1'\".. 􀀬􀀬􀁾􀀠 1': '11 'PI I ,',·1 \ 1'\ I" '" I, \ ,I> iii P ,;,' 1 '.\1' ••" ',\: 11' ,01 \\ 􀁾􀀧􀁐􀀠,I h II. j '"II I \\.; , ! I' 'I "\\ \ \ I"'>") I'> -\, 1\1 h' \,:1' '", 1 \ '\ \ 􀁉􀀧􀁾􀀧􀀠'" 􀀬􀁾􀀢􀀬􀀠, \ ,\\ 1"'1 '\ 􀁾􀁉􀀠 \:!l1 \\ \ 1\ \1. '\ II 1"111 'Il ,,, L \\ \i·, I ,1 \1 \'11 ..,,, "'. '" ___________________________ _ 􀁾􀁌􀀠 JOB NO. ADDIsoN , ATTENTION Public Works I Engineering 16801 Westgrove. P.O. Box 9010 Addison, Texos 75001 Telephone: 19721450·2871 • Fax: 19721450-2837 GENTLEMAN: WE ARE SENDING YOU 􀁾􀁨􀁥􀁤􀀠 o Under separate cover via ______the following items: o Shop Drawings o Prints o Plans 0 Samples 0 Specifications o Copy of lette r o Change order 0 ________________ COPIES DATE NO. DESCRIPTION /•..?r 􀁾􀀴􀀯􀁦􀀩􀁶􀀱􀀱􀀭􀁦􀁖􀀱􀁨􀀠j 􀁊􀀴􀁲􀀮􀁥􀁾􀀠 .,L:r.i h-􀁾􀁲􀁾􀁬􀁉􀁁􀀺􀁉􀀭 .;;',{j􀂣􀁲􀁕􀁉􀁩􀀱􀁴􀁦􀀡􀀮􀁾􀁬􀁙􀁬􀁨􀀠 􀁾􀁲􀀧􀁕􀁉􀀧􀁲􀀮􀁯􀀠c; dtLI-e.",J J::/...lu 3/. 7-00 'J f 􀁾􀀯􀀬􀀺􀁦􀁣􀁨􀁾􀀠 􀁾􀀮􀁰􀀠 fiu-,o,,;'f-/1:.y-L.,d-u ') I I v /7 .. , THESE ARE TRANSMITTED as cheeked below: o For approval 0 ApjY'ved as submitted o Resubmit _____ copies for approval o For your use I.'!JAPproved as noted o Submit oopies for distribution o As requested 0 Retumed for oorrections o Return corrected prints o For review and comment 0 o FOR BIDS DUE __________ 19,__ o PRINTS RETURNED AFTER LOAN TO US REMARKS ______________________________________________ COPYTO ________________________ SIGNED: 􀀭􀀭􀁉􀁃􀁦􀁮􀀧􀀭􀀬􀁌􀀭� �􀀧􀁌􀁾􀀺􀀮􀀽􀀽􀀽􀀬􀀺􀀺􀀺􀀺􀀺􀀢􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 If enclosures are not as noted. please notify us at once, __________________________ _ Public Works /Engineering 16801 Westgrove. P.O. Box 9010 Addison, Texas 75001 Telephone: 1972)450-2871 • Fax: 1972) 450·2837 JOB NO. ATTENTION Ro: GENTLEMAN: WE ARE SENDING YOU 􀁾􀁡􀁃􀁨􀁥􀁤􀀠 o Under separate cover via ______the lollowing items: o Shop Drawings o Prints o Plans 0 Samples 0 Specifications o Copy 01 letter o Change order 0 _______________ I THESE ARE TRANSMITTED as checked below: o I)rapproval 0 Approved as submitted o Resubmit ____copies for approval iJ(For your use 0 Approved as noted o Submit copies for distribution o As requested 0 Returned for corrections o Return corrected prints o For review and comment 0 o FOR BIDS DUE __________1,,___ o PRINTS RETURNED AFTER LOAN TO US COPY TO 􀁲􀁾 fL-ce v--ek-SIGNED: 􀁾 . r1:!3 If enclosures are not as noted, please no:U=ce. "'" Jim Pierce From: Jim Pierce Sent: Monday, September 15, 2003 1 :06 PM To: Chris Terry Cc: Ron Whitehead; Mark Acevedo; Usa Pyles (E-mail) Subject: Frito Lay Hanger -Revisions to Ramp Plans Frito Lay aSked that the S. Terminal Ramp reconstruction plans be modified such that if fuel is spilled during a fueling operation, it would drain 10 a holding lank they intend to construct. This required the ramp drainage design has to be revised. This design change will cost $13,963. The other changes needed to the ramp plans are required just because of Ihe new hangar project coming on. These are changes to the haul road, contractor lay down area and fence. These design changes will cost $3,405. David Stack was asked if we will pay the $3,405. Please advise. Jim Pierce, P.E. Assistant Public Works Director P.O. Box 9010 Addison, TX 75001-9010 972-450-2879 ft(r 􀁾113/1 05 􀀱􀁾􀁊􀀭1 EXHIBIT "A" REGRADING OF APRON "A" & TEMPORARY HAUL ROAD ESTIMATE OF MANHOURS B. project Leyout 3 2 C. General Notes 2 2 2 D. 1 E. Projeot Phasing Plan 2 1 2 F. Apron "A" Joint lavout Plan 2 2 G. Apron "A" Grading Plan 8 24 4 1 4 2 I I I Phasing H. ne "owns Layout Plan 2 4 I lwith 8 K. Fence 1 2 C.'lDocuments and Settings\jplsfce.AODlSONGOV\ll.ll.':al Sattmgs\Temporary Il'Itet'r\irt Flles\OLK326\l:Re-Gra,;ing 􀀬􀁁􀀢􀁾􀀮􀀠 13,963 Temp. Haul Road: $ 3,4'JS 34 2 '.' ..••.•• :::+ I Details 2 4 M. I i 8 N. . 8 4 2 DF 4 ..£ 43 •• EXHIBIT "A" REGRADING OF APRON "A" ESTIMATE OF MANHOURS C:\Dccumenls and IrHernet ! EXHIBIT "A" TEMPORARY HAUL ROAD ESTIMATE OF MANHOURS C:\Documents and Settings\jpierce.ADOISONGOV\Loca! Settfngs\Temporary 􀁉􀁮􀁴􀁥􀁲􀁾􀁮􀁾􀁥􀁴􀁾􀁾􀁾􀁾􀁾􀁆􀁴􀁥􀁾􀁥􀁾􀁅􀁳􀁾􀁨􀁾􀀢􀁭􀀻􀁡􀁾􀁴􀁥􀀬􀀻􀀴􀁳􀁝 􀁒􀁥􀀭􀁇􀁲􀁡􀁤􀁪􀁮􀁩􀀮􀁊􀀠Pftljeet 911512003 12:39 PM SUPPLEMENTAL AGREEMENT This Supplemental Agreement, Number 1, to the AGREEMENT FOR ENGINEERING SERVICES, dated July 31, 2003 (the Agreement), between Town of Addison (Owner) and HNTB Corporation (Engineer) is made effective as of the 23rd day of September, 2003. 1. Engineer shall perform the following Services: • Change various sheets on the TxDOT plans for the pavement reconstruction of Apron 'A' and Hangers 'A', 'B' and 'C' due to adjacent construction. • In addition to this there will be changes to the proposal form in the specs to reflect the changes and an addendum 2. In conjunction with the performance of the foregoing Services, Engineer shall provide the following submittalsldeliverables (Documents) to Owner: Changes to be incorporated into the TxDOT plansldocuments and will be reflected in the interim review submittals. 3. Engineer shall perform the Services and deliver the related Documents (if any) according to the following SChedule: . Changes to TxDOT Plans will be accomplished within three (3) days of Notice To Proceed. In return for the performance of the foregoing obligations, Owner shall pay to Engineer the amount 􀀰􀀡􀀮􀁮􀀤􀀭􀁾􀀬􀀠payable according to the following terms: ?f) 􀁾 <{-I:J5 Payments will be made based upon the provisions of the original contract, with a corresponding increase in the total contract amount. Except to the extent modified herein, all terms and conditions of the Agreement shall continue in full force and effect. Town of Addison HNTB Corporation (Owner) (Engineer) . Signature: 􀀭􀁦􀀭􀀽􀀭􀀭􀁩􀁾􀀿􀀺􀀺􀁩􀀺􀀭􀀧􀀧􀀭􀀺􀀧􀀧􀀺� �􀁾􀀺􀀺􀀺􀀺􀀮􀀭􀀭 􀁓􀁬􀁧􀁾􀀬􀀢􀀬􀀬􀀬􀀠􀁾1M Name: I erG E. Name: Benjamin J. Biller Title: bsf pvhlu.... rJb j)1Y'J2ch1. Title: Vice President Date: q-30-0 3 Date: flt.qI& J 09/29103 SA No.1 Addison Airport TxDOT i [1 􀁾uIj' 􀁾 [R?, @[? U[R?, & [J\f] g) liW 1mu& [1 J } IJ08NO. ! DATE 7/3 ;/0.3 􀀡􀁩􀀡􀀡􀀡􀀡􀁾􀁾􀁾􀁾􀁾􀀢􀀬􀀠 Public Works I Engineering 16801 WeS/grove • P.O. Box 9010 Addison, Texas 75001 Telephone: (9721 450·2871 • Fax: (9721 450-2837 RE: GENTLEMAN: WE ARE SENDING YOU KAtlaChed o Under separate cover via ______ lhe following items: o Shop Drawings o Prints o Plans 0 Samples 0 Specifications o Copy of letter o Change order 0 ___________________ COPIES DATE NO. THESE ARE TRANSMITTED as checked below: o􀁾􀁲 approval 0 Approved as submitted o Resubmit ____ copies for approval p:(For your use 0 Approved as noted o Submit copies for distlibution o As requested 0 Returned for corrections o Returr corrected prints o For review and comment 0 .. o FOR BIDS DUE __________ 19,__ o PRINTS RETURNED AFTER LOAN TO US REMARKS COpy TO _______________ .____ SIGNED: 􀁾􀀮􀀮􀀮􀀮􀀭􀀭􀀭􀀼􀀧􀀭􀀼􀀧􀀠 If enclosures are not as noted, please notify uonc:􀁾􀀠 Public Works /Engineering 16801 Westgrove • P.O. Box 9010 Addison, Texas 75001 Telephone: (9721 450-2871 • Fox: (972) 450-2837 , RE: i JOaNO, I GENTLEMAN: WE ARE SENDING YOU >(AtlaChed o Under separate cover via ______ the following items: o Shop Drawings o Copy of letter o Prints o Change order o Plans 0 samples 0 Specifications 0 _________________________ DATE NO. THESE ARE TRANSMITTED as checked below: o For approval 0 Approved as submitted o Resubmit _____ copies r approval jJtFor your use 0 Approved as noted o Submit cop for distribution o As requested 0 Returned for corrections o Return arrected prints o For review and comment 0 __________________""'>"":::.-________ o FOR 81DS DUE __________________ 19,___ DPRIN ETURNED AFTER LOAN TO US REMARKS __􀀭􀁣􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀭􀀭􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 COpy TO ____________________________ DATE JOB NO. -IS-a3 ATTENTION Public Works I Engineering 16801 Wes!gfove • P.O. Box 9010 Addison, Texas 75001 Telephone: (9721450.2871 • Fax: (9721450-2837 RE; GENTLEMAN: WE ARE SENDING YOU e(Attached o Under separate cover via _______ the following Items: o Shop Drawings 'b'prints o Plans 0 Samples 0 Specifications o 0 _________________________ Copy of letter o Change order COPIES I DATE NO. DESCRIPTION 1 o THESE ARE TRANSMITTED as checked below: o For approval 0 Approved as submitted o Resubmil ____ copies for approval ¢.for your use 0 Approved as noted o Submit copies for distribution o As requested 0 Retumed for corrections o Retum corrected prints o For review and comment 0 _________________________ o FOR BIDS DUE __________________ 19,___ o PRINTS RETURNED AFTER LOAN TO US 􀁒􀁅􀁍􀁁􀁒􀁋􀁓􀀭􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀁱􀁴􀁾􀂫􀀽􀁾􀂷􀁅􀁾􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 COPYTO ________________________________ SIGNED: 􀀨􀁦􀀻􀀭􀁾􀀠 If enclosures are not as noted, please noC!us-= RESOLUTION NO. R03-075 A RESOLUTION BY THE CITY COUNCIL OF THE TOWN OF ADDISON, TEXAS, APPROVING AUTHORIZING THE CITY MANAGER TO ENTER INTO A CONTRACT IN THE AMOUNT OF $44,682.00 WITH HNTB CORPORATION FOR ENGINEERING SERVICES ASSOCIATED WITH THE DESIGN AND RE-ALIGNMENT OF AIRPORT PARKWAY AND ASSOCIATED WORK. WHEREAS, In conjunction with the new hangar project and future developments, re-alignment of Airport Parkway is deemed necessary; and WHEREAS, such re-alignment of Airport Parkway will be west of Addison Road to Taxiway "N on the Addison Airport; and WHEREAS, HNTB has submitted a proposal for engineering services and associated work for the re-alignment of Airport Parkway and the new hanger site; and WHEREAS, scope of services will include documents to plat the development area, new roadway location and 2.1 acre lease site, topographical survey of the roadway and the proposed 2.1 acre lease site; and WHEREAS, scope of services will also include final design of the roadway paving and drainage ad design of the water, sanitary sewer and storm sewer facilities needed to service the lease site; now, therefore, BE IT RESOLVED BY THE CITY COUNCIL OF THE TOWN OF ADDISON, TEXAS: OFFICE OF THE CITY SECRETARY R03-075 THAT, the City Council does hereby authorize the City Manager to enter into a contract in the amount of $44,682.00 with HNTB Corporation for engineering services associated with the design and re-alignment of Airport parkway and associated work. DULY PASSED BY THE CITY COUNCIL OF THE TOWN OF ADDISON, TEXAS, this the 26th day of July, 2003. Mayor ATIEST: City Secretary OFFICE OF THE CITY SECRETARY R03-075 AGREEMENT THIS AGREEMENT is made by and between HNTB Corporation, hereinafter called "ENGTh.TEER", and the Town of Addison, Texas, hereinafter called "OWNER." WHEREAS, Owner desires Engineer to perform certain work set forth in Section 2, Scope of Services. WHEREAS, the Engineer has expressed a willingness to perform said services, hereinafter referred to only as "services", specified in said Scope of Services, and enumerated under Section 2 of this Agreement. NOW, TI:lEREFORE, all parties agree as follows: SECTION 2. SCOPE OF SERVICES The following Basic and Additional Services, when authorized in writing by a notice-toproceed, shall be performed by the Engineer in accordance with the Owner's requirements for design of the re-alignment of Airport Parkway west from Addison Road to Taxiway "A" on the Addison Airport. I. Project Defmition Trus project consists of the preparation of plans and specifications for bidding and construction of the re-alignment of Airport Parkway from Addison Road to it's termination point on the Addison Airport, approximately at the eastern edge ofthe existing Customs Apron (the Project). The project will be a 36-foot back to back concrete roadway. Services will generally include topograprucal surveys, platting, geotechnical investigation and recommendations; final construction plans for the roadway, stormwater, water, wastewater, construction sequencing, signing and striping; bid document originals; record drawings; and coordination with francrused utilities, the Town of Addison, and applicable agencies. II. Detailed Scope of Basic Services A detailed list of the basic scope of services for this project is as follows: A. Airport Parkway Final Design -Paving, Drainage, and Utilities I. Prepare final construction drawings. (Scale I" = 20' Horizontal and I" = 5' Vertical except as noted.) The plans will be designed to meet current ADA requirements. The following sheets shall be included: a. Cover Sheet b. General Notes M,IJOBS\39020·Aj' ParkwaylSCOJ>EDEVlAddison FL PSEContmct.doc c. Quantity Sheets d. Removal Plans e. Typical Sections f. Construction Phasing (Scale l" = 40') g. Survey Control h. Utility Relocation Plan i. Paving Plan and Profile Sheets J. Paving Details k. Signing and Striping Plans (Scale I" = 40') 1. SW3P m. Grading Plan n. Driveway and Special Grading Sheets o. Stormwater Plan and Profile Sheets 2. Prepare Contract Documents 3. Prepare Estimate ofFinal Construction Cost 4. Submit three (3) sets of half-size plans for review to the Owner for 65% review and 100% (final). 5. Incorporate Owner's review comments into plans after each submittal. B. Bidding and Contract Award 1. Prepare Advertisement for Bidders. 2. Provide 15 half-size sets ofplans and bid documents. 3. Conduct pre-bid meeting. 4. Prepare necessary addenda and respond to bidder's questions. M:IJOBS139020-AP Patkw1lylSCOPEDEVlAddison FL PSEContract.dQc 2 5. Prepare bid tabulation. 6. Recommend a bidder for the award of the construction contract after performing reference checks. C. Construction Administration 1. Provide three (3) half-size sets of plans and specifications for the Owner. 2. Provide three (3) half-size sets of plans and specifications for the Contractor. 3. Conduct pre-construction meeting. 4. Respond to Requests for Information. 5. Review submittals, as required by the contract documents. 6. Attend fmal inspection and prepare punch list. TIl. Detailed Scope of Additional Services A. Surveying See Appendix "A" for Scope of Surveying Services. B. Geotechnical Investigation The geotechnical services will include the following: field investigation, laboratory testing and engineering analysis in order to develop recommendations to guide design and construction of the Lease site building and pavement and the Airport Parkway roadway. 1. Field Investigation Drill and sample 8 borings for this project. The following table summarizes the proposed number of borings. Proposed Structure Total Number of Borings Airport Parkway 5 Various Bores (RB Apron) 3 See Appendix "Bn for Scope of Geotechnical Services. M:IJOBSI39()20-AP ParkwaylSCOPEDEVlAddi,on FL PSEConll>ct.doc I SECTION 3. PAYMENT Owner shall pay Engineer for services authorized in writing as properly performed by Engineer on the basis herein described, subject to additions or deletions for changes or extras agreed upon in writing. Basis ofCompensation Owner shall make payment monthly to Engineer based upon statements submitted by the Engineer for work performed. Compensation for performing Basic and Additional Services shall be as shown in Exhibit "N' on a Lump Sum amount of $44,682. The total contract amount shall not exceed $44,682 unless amended by both parties. SECTION 4. RESPONSIBILITIES Engineer shall be responsible for the professional quality, technical accuracy, and the coordination of the design, drawings, plans, specifications, estimates, and other services furnished by Engineer under this Agreement. Engineer shall, without additional compensation, correct or review any errors or deficiencies that are attributable to the Engineer in such design, drawings, plans, specifications, estimates, and other services. Neither Owner's review, approval or acceptance of, nor payment for, any of the services required under this Agreement shall be construed to operate as a waiver of any rights under this Agreement or of any cause of action arising out of the performance of this Agreement, and Engineer shall be and remain liable to Owner in accordance with applicable law for all damages to Owner caused by Engineer's negligent performance of any of the services furnished under this Agreement. The rights and remedies of Owner and Engineer under this Agreement are as provided by law. Engineer shall not be responsible for construction means, methods, techniques, sequences, procedures, or safety precautions and programs in connection with the Project. SECTION 5. TIME FOR PERFORMANCE Engineer shall perform all services as provided for under this Agreement in a proper, efficient and professional manner in accordance with the terms of this Agreement. The services to complete construction documents shall be completed within 3 months of Notice-to-Proceed. In the event Engineer's performance of this Agreement is delayed or interfered with by acts of the Owner or others, Engineer may request an extension of time for the performance of same as hereinafter provided. Ifsuch delay is in excess of 60 days on any one occurrence or a cumulative delay of over 180 days, Engineer shall have the right to renegotiate the remainder of this contract. A delay shall be defined as any event caused by others that substantially inhibits the Engineer from proceeding with its services on the project. This shall include, but is not limited to, Owner reviews, right-of-way negotiations and awaiting critical information to be supplied by Town or franchised utility companies. M:\JOBS139020·AP Parkway'SCOPEDEVlAddison FL PSEContract.doc 4 No allowance of any extension of time, for any cause whatever, shall be claimed or made by the Engineer, nnless Engineer shall have made written request upon Owner for such extension within 14 calendar days after the cause for such extension occurred, and unless Owner and Engineer have agreed in writing upon the allowance of additional time to be made. Provided, however, Engineer shall not be considered in default hereunder in delays are caused by reasons beyond its reasonable control. SECTION 6. DOCUMENTS All instruments of service (including plans, specifications, drawings, reports, designs, computations, computer files, estimates, surveys, other data or work items, etc.) prepared nnder this Agreement shall be submitted for approval of the Owner. All completed instruments of service shall be professionally sealed as may be required. by law or by Owner. Such instruments of service, together with necessary supporting documents, shall be delivered to Owner, and Owner shall have nnlimited rights, for the benefit of Owner, in all instruments of service, including the right to use same on any other work of Owner without additional cost to Owner. If, in the event, Owner uses such instruments of service on any work of Owner othc:r than that intended in the Scope of Services, defined in Section 2, nnder those circumstances Owner hereby agrees to protect, defend, indemnify and hold harmless the Engineer, their officers, agents, servants and employees (hereinafter individually and collectively referred to as "Indemnities"), from and against suits, actions, claims, losses, liability or damage of any character, and from and against costs and expenses, including, in part, attorney fees incidental to the defense of such suits, actions, claims, losses, damages or liability on acconnt of injury, disease, sickness, including death, to any person or damage to property including, in part, the loss of use resulting therefrom, arising from any inaccuracy, such use of such instruments of service with respect to such other work except where Engineer is hired to modify such instrument for such other work. Engineer agrees to and does hereby grant to Owner a royalty-free license to such instruments of service which Engineer may cover by copyright and to designs as to which Engineer may cover by copyright and to designs as to which Engineer may assert any rights or establish any claim nnder the design patent or copyright laws. Engineer, after completion of the services, agrees to fumish the originals of such instruments of service to the Owner. Engineer may, however, retain copies of any and all documents produced. The license granted herein by Engineer shall survive termination of this Agreement for any reason. SECTION 7. TERMINATION Owner may suspend or terminate this Agreement for cause or without cause at any time by giving five (5) days written notice to the Engineer. In the event termination is for cause however, such shall be in accordance with section 14 hereof. In the event suspension or termination is without cause, payment to Engineer, in accordance with the terms of this Agreement, will be made on the basis of services reasonably determined by Owner to be satisfactorily performed to date ofsuspension or termination. Such payment will be due upon delivery of all instruments ofservice to Owner. M:\JOBS139020·AP ParkwaylSCOPEDEVlAddison FL PSEConlr.!ct.doc Should the Owner require a material modification of this Agreement, and in the event Owner and Engineer fail to agree upon such modification to this Agreement, Owner shall have the option of terminating this Agreement and the Engineer's services hereunder at no additional cost other than the payment to Engineer, in accordance with the terms of this Agreement, for the services reasonably determined by Owner to be properly performed by the Engineer prior to such termination date. Engineer may terminate this Agreement upon written notice to Owner in the event of substantial failure by the Owner to perform in accordance with the terms of this Agreement. Owner shall have 14 calendar days from the receipt of the termination notice to cure or to submit a plan for cure acceptable to the Engineer. In the event the parties cannot agree upon an acceptable cure within a reasonable period oftime from the date of notice, Engineer may terminate this Agreement. SECTION 8. INSURANCE Engineer shall provide and maintain Worker's Compensation and Employer's Liability Insurance for the protection of Engineer's employees, as required by law. Engineer shall also provide and maintain in full force and effect during the term of this Agreement, insurance (including insurance covering the operation of automobiles, trucks and other vehicles) protecting Engineer and Owner against liability from damages because of injuries, including death, suffered by any person or persons other than-employees of Engineer, and liability for damages to property, arising from or growing out ofEngineer's operations in connection with the performance ofthis Agreement. Such insurance covering personal and bodily injuries or death shall be in the sum of not less than Two Hundred Fifty Thousand Dollars ($250,000.00) for one (1) person, and not less than Three Hundred Thousand Dollars ($300,000.00) for anyone (1) occurrence. lnsurance covering damages to property shall be in the sum of not less Three Hundred Thousand Dollars ($300,000.00) aggregate. Engineer shall also provide and maintain Professional Liability Insurance coverage to protect Engineer from liability arising out of the performance of professional services under this Agreement. Such coverage shall be in the sum of not less than $1,000,000.00. A signed Certificate of Insurance, showing compliance with the requirements of this Section, shall be furnished to Owner before any services are performed under this Agreement. Such Certificate of Insurance shall provide for ten (10) days written notice to Owner prior to the cancellation or modification of any insurance referred to therein. Such Certificates shall terminate after completion ofthe project. Owner shall be named as an "additional insured" party on all insurance policies, except for Worker's Compensation and Professional Liability policies. SECTION 9. INDEMNIFICATION FOR INJURY AND PERFORMAl'i'CE Engineer further specifically obligates itself to Owner in the following respects, to wit: The Engineer hereby agrees to protect, indemnify and hold harmless harmless the Owner, their officers, agents, servants and employees (hereinafter individually and collectively M;IJOSSI39020·AP Parlcway,scOPEDEVlAddiS3.<10< 17311 DAllAS PKWY. I STE. 200 /DALLAS, TX 75248 I 912-250-2727 I FAX 972-2511-4774 222 W. EXCHANGE I FT. WORTH, TX 76106 /817-626-8777 /FAX 817-626-5777 www.dal-tech.com 17/22/2663 12:17 9722564774 DAL TECH ENGINEERING PAGE 62/62 not include any filing or plat submittal fees. We propose a lump sum estimate of $5,000.00 to perform the topographic survey. The total proposed fee for hoth the plat and topographic survey is $9,000.00 plus printing, delivery costs, and 8.25% sales tax. We are prepared to commence this survey upon your authorization. We propose to complete the topographic survey within 5 working days of your notice to proceed and the plat in accordance with the earliest schedule provided by the Town ofAddison 'Planning and Zoning Department. Ifyou are in agreement with the above fee proposal, please sign in the space provided below and return this acknowledgement to our office. This will serve as our authorization to proceed. Sincerely, DAL-TECH Engineering, Inc. 􀁴􀁊􀁴􀀮􀁶􀁾􀀠 Alan Moore, R.P.L.S. RAM/dkj Signature Date AppendixB Geotechnical Services To be provided under separate cover, Wednesday July 23, 2003 M:\JOBS\39020-AP Parkw.yISCOPEDEV\Addison FL PSEContractdoo 50 Y!:ARS Or FUNI. AGENDA SPECIAL ME.STING OF THE CITYCOiJNCIL JULY 26. 200.3 8:00 A.M. 􀁁􀁄􀁄􀁉􀁓􀁏􀁎􀁁􀁉􀁒􀀮􀁐􀁏􀁾􀁔􀀠 4651 AIRPORT PARKWAY ......................􀁾􀀮􀁾􀁾􀀭􀀭􀀭􀀭................... ............-------...........-.........._--WORK SESSION -------..........................._-----...,................................._----. item #WS1·Sus Tour of Addison Airport • .ltem#WS2-Presenta tion and discussion of Airport Budgetfor IhefiscaLyear beginning October 1, 2003 and endjng