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HomeMy WebLinkAbout2015-03-12 Airport Commission PacketKENAI AIRPORT COMMISSION MARCH 12, 2015 — 7:00 P.M. KENAI CITY COUNCIL CHAMBERS AGENDA 1. CALL TO ORDER AND ROLL CALL a. Pledge of Allegiance 2. AGENDA APPROVAL 3. APPROVAL OF MEETING SUMMARY a. February 12, 2015 ............................................... ............................Pg. 2 4. PERSONS SCHEDULED TO BE HEARD — None. 5. UNFINISHED BUSINESS a. Airport Master Plan — Phase II Report 6. NEW BUSINESS a. Update on Small Taxiway /Aircraft Tie Down Rehab — Mark Blanning, Wince- Corthel I -Bryson ..................................... ............................... Pg. 4 7. REPORT a. Airport Manager b. City Council Liaison 8. NEXT MEETING ATTENDANCE NOTIFICATION — April 9, 2015 9. COMMISSIONER COMMENTS AND QUESTIONS 10. PERSONS NOT SCHEDULED TO BE HEARD 11. INFORMATION ITEMS a. February 2015 Report ................................. ............................... Pg. 16 12. ADJOURNMENT IF YOU ARE UNABLE TO ATTEND THE MEETING, PLEASE CONTACT ONE OF THE FOLLOWING: SANDRA -- 283 -8231 OR MARY -- 283 -8282 KENAI AIRPORT COMMISSION FEBRUARY 12, 2015 — 7:00 P.M. KENAI CITY COUNCIL CHAMBERS CHAIR GLENDA FEEKEN, PRESIDING MEETING SUMMARY CALL TO ORDER AND ROLL CALL Chair Feeken called the meeting to order at 7:05 p.m. Roll was confirmed as follows: Commissioners Present: Staff /Council Liaison Present: A quorum was present. a. Pledge of Allegiance J. Bielefeld, G. Feeken, C. Henry, J. Zirul, L. Porter, P. Minelga, K. Dodge Airport Manager Bondurant, City Manager Koch, Council Liaison Knackstedt Chair Feeken led those assembled in the Pledge of Allegiance. 2. AGENDA APPROVAL Commissioner Bielefeld MOVED to approve the agenda and Commissioner Zirul SECONDED the motion. There were no objections; SO ORDERED, 3. APPROVAL OF MEETING SUMMARY a. December 11. 2014 Commissioner Zirul MOVED to approve the January 8, 2015 minutes with addition of P. Minelga added to meeting attendance; Council Member Bielefeld SECONDED the motion. There were no objections; SO ORDERED. 4. PERSONS SCHEDULED TO BE HEARD — None. 5. UNFINISHED BUSINESS a. Airport Master Plan — Phase II Report Commissioner Minelga presented four links to airports and their master plans processes. Minelga further noted the importance of the Airport to the community. City Manager Koch provided an update on the Master Plan to date and advised he'd attend the March meeting with additional information. The Commission noted it was looking forward to being part of the process. Page 2 of 16 6. NEW BUSINESS a. Proposed Lease of Airport Land — City Manger City Manager Koch advised he'd received a letter from River City Dental in January expressing an interest in leasing a portion of a tract owned by the Kenai Municipal Airport. General discussion occurred. MOTION: Commissioner Zirul MOVED to support Administration in moving forward with the leasing a portion of parcel 04501003 to River City Dental; SECONDED by Porter. There were no objections; SO ORDERED. REPORTS a. Airport Manager— Reported the FY16 budget was submitted on 2/6/15; airport staff participated in incident Command System training with CES; provided an update on airport improvement projects. b. City Council Liaison — No report. 8. NEXT MEETING ATTENDANCE NOTIFICATION — None. 9. COMMISSIONER COMMENTS AND QUESTIONS — None. 10. PERSONS NOT SCHEDULED TO BE HEARD — None. 11. INFORMATION ITEMS a. December 2014 Enplanement Report b. January 2015 Airport Managers Report c. Alaska Aviation Fact Sheet d. Thank You Letter from Mountain View /Kenai Middle School 12. ADJOURNMENT There being no further business before the Commission, the meeting was adjourned at 8:30p.m. Meeting summary prepared and submitted by: Sandra Modigh, CMC City Clerk Page 3 of 16 Airport Commission February 12, 2015 Page 2 of 2 Kenai Municipal Airport Taxiways F, G, H, and Long Term Tie Down Apron Asphalt Rehabilitation Project 2014 -2015 Design Study Report February, 26 2015 Scooe of Work: The project will reconstruct taxiway and apron pavement sections, install taxiway and runway lighting, install new apron flood lighting, reestablish and stabilize drainage, install storm water treatment, and replace damaged security fencing. The specific scope of improvements and design work is attached as Appendix A. Records Research: WCB airport archives provided record drawings of the General Aviation area development dating back to the 1960's. Taxiway G, east of Hotel, and taxiway GG were constructed in 1968 to provide access from the newly subdivided GA Subdivision to the old military runway that served as a taxiway to the new runway and terminal apron. These records show that subgrade excavation was taken to "suitable material" with a maximum of 2.5 feet which as the area was relatively undisturbed would have removed the typical layer of silt overburden prior to backfilling with classified fill. The top received a 6 inch gravel surfacing Taxiway G, west of taxiway H and taxiway H were constructed over the old runway section in 1972. These records show that "suitable" subgrade material existed down to a depth of 4 -5 feet below finish grade and that below that was the native silt material left in place over which the old runway was constructed. At this time all the taxiways received a 4 inch crushed base course and 2 inches of asphalt. Taxiway G, east of taxiway H and taxiway GG were overlaid with 2 inches of asphalt in 1990 after the area received drainage and storm drain improvements. Taxiway G, west of taxiway H, and taxiway H were overlaid with 2 inches of asphalt at the time the tie down apron was constructed in 1986. The shoulders along taxiway H were reconstructed in 1994 removing unsuitable material to a depth of as much as 7 feet that was contributing to differential heaving and pavement failure. Kenai Municipal Airport Taxiways F,G,H & Apron Rehab 2015 Page 1 Page 4 of 16 Taxiway F was constructed in 1964 with the relocation of the runway. The section was excavated to clean non frost susceptible native sand and backfilled with classified fill and a 9 inch gravel surfacing. In 1967, when the runway was extended to its present northerly end, the taxiways were paved with an 8 inch crushed base course and 3 inches of asphalt. The taxiway was last overlaid with 2 more inches of asphalt in 1988. Field Work: A Notice to Proceed was received January 6, 2015 and the required field work commenced on January 15. The project area was topographically surveyed using NAVD 88 and NAD 83 Vertical and Horizontal datum's establishing and locating all surface improvements, subsurface utilities, and existing ground contours defining drainage along the taxiways and aprons. Record information was compiled from WCB archives and used to supplement the gathered information. The pavements were thoroughly inspected using recent high resolution aerial photography and on the ground visual inspections and measurements. Thirteen soils borings were completed to verify asphalt depths and the quality of the structural sections in the areas to be reconstructed. Selected samples of the base courses and subgrade materials were tested for gradation and determination of frost susceptibility. Due to a frost depth of over 2 feet, undisturbed sampling was not possible, however, by slowly advancing the drill bit into the section we believe we were able to determine the approximate depth of the section and obtain fairly representative soils samples for gradation analysis. Boring and testing information is attached as Appendix B. Asphalt depths range from 2 inches on the long term tie down apron to 6 inches on taxiway F, and 4 to 4 '/: inches on taxiways G and H. The D1 base course ,underlying the asphalts, were tested and found to contain minus 200 silt fines in concentrations of 2.8% to 7.7% with an average of 5.6% and would be consider slightly frost susceptible. Gravel sub base material was found to a depth of 15 to 24 inches and field classified as well graded with just traces of silt, and under taxiway H underlain by clean poorly graded sand. Taxiway G, west of taxiway H, is situated over uniform silty sand found at 48 inches in test boring 11 and found during past excavations across the taxiway by WCB staff. The material is well drained and compacted and has not affected the structural section in a differential manner over its life to date. Taxiway G, east of taxiway H and at the intersection with taxiway GG has four locations where subsurface conditions have resulted in seasonal grade deformation from frost heaving to a point adversely affecting aircraft operations. Kenai Municipal Airport Taxiways F,G,H & Apron Rehab 2015 Page 2 Page 5 of 16 Three of the locations are influenced by previous pipe and utility crossings where the excavation and backfill created discontinuities in the subgrade soils quality. Several borings were taken in the four areas to a depth of 4 -7 feet where sandy silts and silty sands were found, on either side of the crossings, with minus 200 silt fines of as much as 63% which would be considered highly frost susceptible and unsuitable for structural section support within 48 inches of finish grade. Design Work: Taxiway Design Groups: Due to inquiries from current and potential based operators the City requested that this project evaluate the potential to upgrade the General Aviation area taxiways from Airplane Design Group (ADG) "I" to an ADG of "II which is determined by an airplanes tail height and wingspan as follows: ADG Tail Height Wingspan I < 20' < 49' II 20' < 30' 49' < 79' In 2012 FAA added Taxiway Design Groups (TDG) to provide design criteria for accommodating an aircraft's undercarriage (gear) dimensions with its relation to the cockpit for steerage over centerline which is determined as follows: TDG Main Gear Width Cockpit to Main Gear 1A < 15' < 20' 1B < 15' 20'< 40' 2 15' < 20' 40'< 65' The following table provides the dimensional requirements for the ADG's /TDG's under consideration that would be required in general aviation areas used by aircraft such as Twin Otters, Pilatus Porters, Beech King Air's and 1900's, small business jets and cargo planes. Aircraft Design Group T/W Width T/W Shoulders T/W Safety Area T/W Object Free Area Wingtip Clearance ADG 1 25 10 49 89 20 ADG II 35 10 79 131 26 TDG 1A 25 10 TDG 16 25 10 TDG 2 35 15 Kenai Municipal Airport Taxiways F,G,H & Apron Rehab 2015 Page 3 Page 6 of 16 Taxiways G, west of taxiway H, and taxiway H provide the widths required above for upgrading to an ADG II as well as providing for the TOG requirements for steerage over centerline for TDG's 1A and 1B. These TDG groups include the aircraft mentioned above with the exception of the Beech super King Air and 1900 and larger business jets that could maneuver with judge mental over steering if necessary. Taxiway G, east of taxiway H and taxiway GG do not offer the clearance requirements for Object free Area and cannot be upgraded. Taxiway F is classified, on the current Airport Layout Plan, as ADG IV and physically provides for TOG 4 aircraft. Pavement and Structural Section Evaluation: Based on the State of Alaska Department of Transportation's pavement evaluations the pavements have been due for rehabilitation and /or reconstruction for several years. Recent high resolution aerial photography does a good job of overviewing the condition of the pavements on the airfield and in particular the condition of these pavements that where constructed nearly 50 years ago and last overlaid 25 to 30 years ago. The extent of cracking and crack sealing, even with milling, will not support overlay rehabilitation due to crack seal bleeding up through the new mat and the reflective cracking that will begin showing itself within one year. WCB is therefore providing for a complete reconstruction of the pavement by grinding the existing asphalt and blending up some of the crushed base course to create a one inch minus crushed asphalt base course for paving directly over. WCB provided this method for reclaiming the old asphalt on the 2009 -2010 Apron project to create a stronger base for the asphalt which has performed exceptionally well to date. The blended asphalt and base course provides a well graded, free draining and somewhat hydrophobic base that in WCB's opinion will extend the life of the pavement and reduce maintenance costs into the future. FAA Advisory Circular (AC) 150/5335 -5B, Standardized Method of Reporting Airport Pavement Strength, provides updated guidance and design software for evaluating existing pavement section performance under known and /or projected aircraft fleet mix annual operations. This Advisory Circular provides for establishing, and reporting, the standardized International Civil Aviation Organization (ICAO) airport runway(s), taxiway(s) and apron pavement strength. The standardized reporting method, known as the Aircraft Classification Number — Pavement Classification Number (ACN -PCN) is defined as follows: Kenai Municipal Airport Taxiways F,G,H & Apron Rehab 2015 Page 4 Page 7 of 16 The ACN is a number that expresses the relative effect of an aircraft, at a given weight, tire pressure, and landing gear geometry on a defined pavement section with a specified sub grade strength. The PCN is a number that expresses the load carrying capacity of a defined pavement section for unrestricted operations. This methodology is structured so a pavement section with a particular PCN value can support any aircraft that has an ACN value equal to or less than the pavements PCN value. Aircraft maximum load can then be determined by direct ratio utilizing the aircraft ACN and the pavement PCN. FAA's COMFAA30 software was utilized to perform several section analysis with varying section depths and subgrade conditions finding, under the worst case scenario of a weak subgrade at 48 inches, pavement strength will exceed design aircraft loading as evidenced by the higher aircraft PCN value over the aircrafts ACN values. The four areas of distress on taxiway G will be excavated to remove the shallow weak and frost susceptible soils found during the soils investigation and backfilled with classified material prior to paving. If budget will allow consideration should be given to applying a seal coat to taxiway GG. Aerial photography of the area and the COMFAA30 section analysis results are attached in Appendix C. The Long Term Tie Down Apron pavement will also be crushed and regraded to allow for the continued use of the existing tie down anchors with the exception of the easterly row of tie downs that will be removed from service to provide for the required wing tip clearance and shoulder width for a taxi lane along the east side of the apron. At the present time only those areas presently paved or used by aircraft, between the taxiways and the lease lot lines, are shown for section improvement and paving. If the budget allows consideration to improving and paving the entire lease lot frontage to the taxiways should be considered. Drainage and Storm Water Treatment: As the design work progresses the drainage systems, alongside the taxiways, will be improved and stabilized with a storm water sedimentation structure designed to treat the effluent prior to exiting the airport into Cemetery Creek. Security Fencing: WCB has inspected the fencing around the General Aviation area with airport maintenance staff and believe it can be economically reconstructed utilizing all the chain link fabric and most of the support posts. WCB recommends that the fabric be removed, damaged posts replaced and the fabric reinstalled with new tension wire and hardware as required. Kenai Municipal Airport Taxiways F,G,H & Apron Rehab 2015 Page 5 Page 8 of 16 Two gates were found damaged and in need of replacement and airport maintenance has requested a new cantilever gate be installed at the south end of taxiway GG on its west side. Taxiway and Apron Lighting: Taxiway lighting addresses the comments and recommendations given the City, by FAA, on recent certification inspections and Letters of Correction consisting of the following improvements. Taxiway edge lighting along the east side of Taxiway H: The new lighting system will be a HDPE "watertight" system with the light cans filled with gilsulate free flowing insulation. While the existing taxiway H lighting conforms to the requirements for lighting along one side of a taxiway, the additional lighting will define the taxiway G entrance, heading east, and will be set at a spacing of 200 feet along the east side, located at each lease lot corner. The exception to the spacing shown in the Advisory Circulars (AC's) is between stations 54 +00 and 56 +10(right) where the configuration of the end indicator lights at the intersection and the need to not obstruct the adjacent lease lot aprons results in a 210 foot space across one lease lot. The end indicator lights at station 63 +50 also deviate from the 50 foot shown in the AC however are placed at 25 feet so the lease lot apron and the taxi lane into transient jet parking is not obstructed. Consideration was given to flush lights at these locations however they are believed to be of limited use in the winter when needed the most. FAA's concurrence is hereby requested on this deviation from the AC. Flush Runway edge lights: Flush edge lighting is provided symmetrically across Taxiways B, C, D, and E. They will be encased in concrete with separate conduit providing drainage from the light cans to the runway ditch. The runway circuit will be removed from the common conduit with the taxiway circuit and the trenching across the pavements backfilled with concrete and finished with matching asphalt pavement. The runway sign will be relocated back to the hold line at Taxiway E. Long Term Tie Down Apron Lighting: The three west side lights were removed several years ago due to Part 77 airspace obstruction. The 40 foot mounting height of the three east side lights together with their model and aiming create a maintenance issue as well as fugitive light that has resulted in complaints from west side neighbors since the recent tree clearing project. The lights are proposed to be replaced with lower mounted LED flood lighting similar to the lights that were installed on the Terminal Apron in 2010. The light poles will be no higher than 25 feet and with the replacement of the west side lights provide uniform lighting across the tie down apron and significantly reduce the fugitive light to the west. Runway and Taxiway T1 circuit loads were checked and were found to be loaded at 64% and 54% respectively. Kenai Municipal Airport Taxiways F,G,H & Apron Rehab 2015 Page 9 of 16 Page 6 Construction Phasine and Safetv: Preliminary plans are provided showing the proposed phasing of the project that will allow aircraft operations around each work area during construction as follows: Phase One: Will close Taxiway F, Taxiway G, west of taxiway H, and taxiway A between taxiways F and E. The work area will be isolated with FAA approved airfield barricades, the taxiway isolated and temporary lighting provided to guide aircraft. Aircraft will be required to back taxi from taxiway E to runway 1L for departures for about three weeks. Phase Two: Will close the north half of taxiway H and the east side of taxiway G to taxiway GG. A temporary taxiway is proposed across the two lease lots beside taxiway G to provide unrestricted aircraft operations between Taxiways GG and the south end of taxiway H to the completed taxiway F and runway 1L. Taxiway lighting would be maintained in work area three and the temporary taxiway barricaded and lit with temporary taxiway lighting. With the temporary taxiway provided, construction in area two is estimated to require about two weeks. If the temporary taxiway is not provided taxiway G would require split construction, the construction of two temporary taxiways and is estimated to take about four weeks to complete. Phase Three: Will close the south end of taxiway H and the east half of the long term tiedown apron. A temporary taxiway would be provided from the south end of taxiway H around the west side of the long term tie down apron to taxiway F and runway 1L. Traffic cones and temporary taxiway lighting would be provided along the temporary taxiway to guide aircraft. Work area three is expected to take about 2 weeks to complete. Phase Four: Will isolate the west half of the long term tie down apron for about 10 days completing the work in the General Aviation Area. It should be noted that phase three and four may require the temporary relocation of aircraft to temporary tiedowns as well as providing a temporary location for UPS aircraft service. Possibly CAP could provide area for temporary use. Phase's Five, Six, Seven and Eight: Will isolate the runway /taxiway intersections at taxiways B, C, D and E for the installation of the runway flush mounted edge lights that FAA has determined to be necessary on recent certification inspections and letters of correction. These areas will only be allowed to be closed one at a time, after taxiway F is completed and will take about a week each to complete. These work areas are problematic in that while the limitations within Object Free Areas can be accommodated Runway Safety Area limitations cannot be fully complied with while work is being pursued within 10 feet of the runway edge. FAA will address these issues in their Construction Safety Review process and recommend any special considerations for work in the Safety Area and for the posting of Notices to Airman during construction. Kenai Municipal Airport Taxiways F,G,H & Apron Rehab 2015 Page 7 Page 10 of 16 171157 W - 1 RESET - - AZ -2 p !' EEN 41�6933.29f T81 U m PORT SURVEY CONTROL BASE LINE t N:12 401716.48 li 'E 415538.22 r AtR r I- ��-�� TOFF _ _ _ J ��Y _ - _� -_Z - _ _— _. _ - - -- - — - T � T ING ..- m A 'I i ♦ ♦�kMOO¢�� _ -- -- - - -- - -- - - - SAND HAUL- „ 1. TM/H Tr-- TAYJ RO ., TOFA r, �a�? r 1 lllne t SLb1� GEttRAT8R B SEE SHEET _- SEE SHEET SEE SHEEP MAIN STRE 1`- fiERMI � ATCT 1 �� 1 SANG STOCKPILE �t•' SEE SHEETS ♦ .y WILLOW qqMA \ r^ 300 0 600 yy��rr ww kn i I , GRAPHIC SCALE LEGEND: TRAFFIC CONES R/W RUNWAY T/W TAXIWAY ROFA RUNWAY OBJECT FREE AREA (T�OFFjA TAXIWAY OBJECT FREE AREA )-< R /W- T /WCLOSED DESIGNATOR - �/-- -_ -24' X 96" AIRPORT BARIER RED LIGHTS 12' O.C. - ROFA AND TOFA TEMPORARY TAXIWAY LIGHTIN Ta/ LIGHT CAN NUMBER (STAMPED ON CAN) 0 NEW LIGHT If EXISTING TN✓ LIGHT f EXISTING HANDHOLE ORANGE CIRCUIT —BLUE CIRCUIT © GATE HAUL ROUTES YELLOW / / /I\ y TEMPORARY TAXIWAY CLOSED MARKING DETAILS AT TAXIWAY ENTRANCES N.T.S. NOTES: 1. ALL PERSONNEL, EQUIPMENT AND WORK SHALL BE PROVIDED IN STRICT CONFORMANCE WITH THE REQUIREMENTS FOUND IN SECTION 80 -04. "LIMITATIONS OF OPERATIONS' AND AS DIRECTED BY AIR TRAFFIC CONTROL PERSONNEL AND /OR THE ENGINEER TO ENSURE SAFE OPERATIONS ON THE AIRFIELD. FOLLOWING ARE GENERAL OPERATIONS REQUIREMENTW WITHIN CONTROLLED AREAS. 2. EQUIPMENT OPERATORS WITHIN TAXIWAY OBJECT FREE AREAS MUST BE UNDERTHE SUPERVISION OF TRAFFIC CONTROL TRAINED SUPERVISORS WHO ARE IN RADIO CONTACT WITH THE AIRCRAFT TRAFFIC CONTROL TOWER(ATCT). 3. TXIAY OPERATIONS I PP CE OF THE AW. C CLOSURE REQUIRES AIRPORT OPERA TIONS AREAS REQUIRE AND NOTICE TO AIRMEN (NOTAMS). 4. WORK AREAS SHALL BE BARRICADED AND LIT AS SHOWN ON CONSTRUCTION CLOSURE DETAILS. 5. ANY OPERATIONS ON OR ACROSS ACTIVE AIRCRAFT OPERATIONS AREAS MUST BE APPROVED BY AIRPORT OPERATIONS AND SHALL BE SUPERVISED BY TRAFFIC CONTROL TRAINED SUPERVISORS AND FLAG MEN WHO ARE IN RADIO CONTACT WITH THE ATCT. 6. ALL AIRPORT GATES MUST BE CLOSED AT ALL TIMES OR CONTROLLED BY A FLAG MEN. 7. WORK MAY PROCEED IN MORE THAN ONE AREA AT A TIME PROVIDED IT CONFORMS TO THE SAFETY PROVISIONS, IS APPROVED BY THE ENGINEER AND AIRPORT OPERATIONS. ONLY ONE RUNWAY/ TAXIWAY INTERSECTION CAN BE CLOSED AT A TIME. B. AT ALL TIMES PAVEMENT SURFACES SHALL BE MAINTAINED AND KEPT CLEAN OF ANY DEBRIS WHICH COULD BE DETRIMENTAL TO AIRCRAFT. 9. SURVEY CONTROL FOR THE PROJECT IS PROVIDED ON THIS SHEET. 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Mw N. 205 M03 Ift M41049 z 5 (L � Ww (1) LL, 0� LL 2: z < 0W Sao 3: 00 z Z 0 C) K: w o CL z CL <Z 3: ZO ULLLLm < D 2 m W Z? 3., z 7c Lu <a 1� 19 KENAI .I.P.Al� C3.3 LL� ul C,4 'or RSA TV 5 ----- RKARE A T RAP - -- TEMPORARY TAXIWAY -- LOCALIZER CRITICAL AREA - — ------ — ------ — ------- GRADE, PLACE AND COMPACT TrW A 4% A ------------- LONG m TIE DowN AREA ISOLATE T/W SOUS 7-44 T-101 T-60 — — — — — — — R5, olu WORK AREA TNv H THREE• — BEACON� CIRCUIT ? 4, 11 i 77 rT 3 - - lL.1 89 LAM CARE) GATE 4616- mw T/w GG WORK AREA "THREE" wmLqwsjfM-f,T A ISOLATE - T/W CIRCUli T- 319___ T WORK AREA "SIX" A00 100 0 200 GRAPHIC SCALE .. Mw N. 205 M03 Ift M41049 z 5 (L � Ww (1) LL, 0� LL 2: z < 0W Sao 3: 00 z Z 0 C) K: w o CL z CL <Z 3: ZO ULLLLm < D 2 m W Z? 3., z 7c Lu <a 1� 19 KENAI .I.P.Al� C3.3 J) 1 N -�L� � O 't LOCALIZE RSA -------------- L-- --- - -- ------------------- ROFA', -- - — — -- — — - TUFA STAGING AREA TIW A 1N�FtK AREA FpUWl • - — — ' _rj- a --- - - - - -- � r _ I °10NG TERM TIE DOWN.AREA • T/W H • _ _ __•_ _ _ _ __�•� _ _a Mme_: r s le•I14 F,"4 -, ,G 4�' ki isfv q' F- ..era,. ; '1 7 ' 2 3.1. -I� - ; It tag GG" CARG 6{{ + l ,e ,n� O,o _ IV d yWILLOW. STRIrET WORK AREA "FOUR" I H• a� c' - - FEVOONS FA RSA_. m �3QFA_ - - - -- —~ -- —►- T_O_FA a — — — T -549 T..519 T•547 T/W A T-565 TEMPORARY T1W LIGHTS FOR AREA 7 T319 TO T547 i ., a� TEMPORARY T/W LIGHTS FOR AREA 8 T565 TO T549 l 100 0 200 GRAPHIC SCALE .A. M<. N, 2015 oe..xw er on. a ma er c.u. SCUE .5.0. PR0.l Ma IMAO. e� Q J a _ �ww 1� O W <LLN Q Q Z Q it U YY IX 00 � 33 Z 0 QW L21 3 O Qa �3Z ¢ao4 <�Im a _FtN ul Lk U Z ���Q3(((Q � Ne = a a U p mm WORK AREA "SEVEN" AND EIGHT l 100 0 200 GRAPHIC SCALE .A. M<. N, 2015 oe..xw er on. a ma er c.u. SCUE .5.0. PR0.l Ma IMAO. e� Q J a _ �ww 1� O W <LLN Q Q Z Q it U YY IX 00 � 33 Z 0 QW L21 3 O Qa �3Z ¢ao4 <�Im a _FtN ul Lk U Z ���Q3(((Q � Ne = a a U p mm Municipal Airport Airport Improvement Program: Airport Manager's Report February 2015 Update Master Plan — Phase One is 100°/x, Phase Two is 95% complete, and Phase Three is 44% complete. The Technical Advisory Committee met again on Monday, January 12th. City Admin is reviewing the presentation of the alternative /concepts. Phase 2 Update Master Plan (Aeronautical Survey) — Imagery, mapping and contours are completed. The aeronautical survey is on schedule for completion early in 2015. Snow Removal Equipment (SRE) — The new Oshkosh Plow truck with attachments has been ordered. Delivery will take approximately 10 months. Small Taxiway & Aircraft Tie down Proiect— This project started the week of January 19tH The project consists of asphalt rehab, lighting, drainage, and fencing. Security Camera Project 2015 — Wince - Corthell -Bryson was awarded the contract for the design /build package at the January 21, 2015 Council meeting and a contract has been signed with Wince - Corthell -Bryson on January 30, 2015. In- house: Airport personnel attended a 2 hour Incident Command System (ICS 100) Training class on Wednesday, February 11. Dan Nelson, Program Coordinator from the Office of Emergency Management provided this training for free. With snow plowing at a minimum this year, Operations staff has been very busy with heating issues, fence repairs, gate repairs, relamping of the outside lights at the OPS building and small special projects. Terry Russ built a 'butting edge rack" for all the equipment blades which means less wear and tear on the back! Much safer operation! Thank you Terry! Like us on Facebook soon! 2015 -002 Page 16 of 16