PRINEVILLE AIRPORT AIRPORT LAYOUT PLAN REPORT phần 9 pps

19% Total 100% Short Term Projects Short-term projects at Prineville include reconstruction or overlay on several existing apron and taxiway pavements located on the east side of the ai

AIRPORT DEVELOPMENT SCHEDULE AND COST ESTIMATES

The analyses presented in Chapter Four described the airport's overall development needs for the next twenty years Estimates of project costs were developed for each project based on 2003 dollars A 30 percent contingency overhead for engineering, administration, and unforeseen circumstances has been included in the estimated component and total costs In future years, as the plan is carried out, these cost estimates can continue to assist management by adjusting the 2003-based figures for subsequent inflation This may be accomplished by converting the interim change in the United States Consumer Price Index (USCPI) into a multiplier ratio through the following formula:

X - = Y

I

Where:

X = USCPI in any given future year

Y = Change Ratio

I = Current Index (USCPI)

USCPI

181.1 (1982-1984 = 100) January 2003

Multiplying the change ratio (Y) times any 2003-based cost figures presented in this study will yield the adjusted dollar amounts appropriate in any future year evaluation

The following sections outline the recommended development program and detailed funding distribution assumptions The scheduling has been prepared according to the facility requirements determined earlier The projected staging of development projects is based upon anticipated needs and investment priorities Actual activity levels may vary from projected levels; therefore, the staging of development in this section should be viewed as a general guide When activity does vary from projected levels, implementation of development projects should occur when demand warrants, rather than according to the estimated staging presented in this chapter In addition to major development projects, the airport will require regular facility maintenance

A summary of development costs during the twenty-year capital improvement plan is presented

in Table 5-1 The twenty-year CIP is divided between short-term and long-term projects The distribution of project types within the CIP is summarized in Table 5-2 The tables provide a

listing of the major capital projects included in the twenty-year CIP, including each project’s eligibility for FAA funding The FAA will not participate in vehicle parking, hangar development, building renovations, utilities, or projects associated with non-aviation developments

The short-term phase of the capital improvement program includes the highest priority projects recommended during the first five years Long-term projects are expected to occur beyond the next five years, although changes in demand or other conditions could accelerate or slow demand for some improvements As with most airports, pavement related improvements represent the largest portion of CIP needs at Prineville during the current planning period:

x Preserve/Resurface Existing Airfield Pavement 23%

x New or Reconstructed Airfield Pavement 51%

x Other Items (Fencing, Access Roads, etc.) 19%

Total 100%

Short Term Projects

Short-term projects at Prineville include reconstruction or overlay on several existing apron and taxiway pavements located on the east side of the airport Other short-term projects identified for the east terminal area include a realignment of the main airport access road and construction of hangar taxilanes into the lease area that is currently divided by the existing access road Additional fencing and flood lighting is also recommended in the east terminal area A fog seal

is recommended for Runway 15/33 to extend the life of the existing surface

Several facility improvements are recommended to improve the airport’s poor weather operating capabilities These include precision approach path indicators (PAPI) and runway end identifier lights (REILS) for both ends of Runway 10/28 and installation of an automated weather observation system (AWOS) Providing certified on-site weather observation will allow instrument operations for aircraft operated under FAR Part 135 and will improve safety for all existing users The addition of lighted wind cones at both ends of Runway 10/28 is also recommended

The construction of the north side parallel taxiway is included in the short-term development program to serve aircraft at existing facilities located at the east end of the airport and new landside facilities on the north side of Runway 10/28 that will be developed during the planning period The parallel taxiway will have aircraft holding areas at the east and west ends of the runway; the existing pull-out located on the south side of Runway 10 does not meet FAA aircraft holding area clearance standards but may be used to facilitate aircraft taxiing and turnaround The threshold of Runway 15 will need to be temporarily relocated to accommodate the parallel taxiway; a project to extend Runway 15/33 beyond the parallel taxiway is included in the long-term program

Long Term Projects

The majority (77%) of long-term projects at Prineville involve pavement preservation, resurfacing, reconstruction or new construction This includes periodic slurry seals for all airfield pavements on a five year cycle Asphalt overlays will be required for most major pavements within the twenty-year planning period

A project to widen and overlay Runway 10/28 is identified as a high priority in the long-term program Installation of new runway lighting is also recommended at the time the runway is reconstructed, unless the existing lights have sufficient useful life remaining Other new construction includes hangar taxilanes and apron areas in the north and east GA areas

Several projects are identified for north GA area improvements (apron, taxilanes, access road, fencing, etc.) A project to develop a new common-use agricultural aircraft loading pad is included in the event that the existing AG facilities need to be relocated to accommodate other development

Replacement of the existing general aviation terminal /fixed base operator building is identified

in the long-term program As currently planned, the new building will be constructed in the same location as the existing building However, the ALP identifies development reserves for FBO facilities in both the north and east GA areas; the preferred location at the time of the project may depend on the development pattern that occurs in the early part of the planning period

A 720-foot runway & parallel taxiway extension is identified as a long-term project for Runway 10/28 An infield access taxiway is also recommended to connect the east terminal area to the primary runway

Several fencing projects are included in the long-term development program Both interior fencing (with gates) and perimeter fencing is recommended for the airport

The extension of Runway 15/33 is identified as a long-term project to address the conflict that will be created when the north parallel taxiway is constructed for Runway 10/28 The taxiway will cross almost directly over the Runway 15 threshold Initially, it is anticipated that the threshold will be relocated, which would shorten the useable runway by 300 to 400 feet A project to widen and overlay Runway 15/33 is also included in the long-term program As noted earlier, improvements to Runway 15/33 are not expected to be eligible for FAA funding

TABLE 5-1 20-YEAR CAPITAL IMPROVEMENT PROGRAM

2003 TO 2022

Short Term Projects (Years 1 - 5)

Access Taxiway Overlay (2,931x35') 11,715 SY $ 12.00 $140,580 $126,522 $14,058 East Terminal Area Access Road Realignment 2,200 LF $ 50.00 $135,200 $121,680 $13,520 Reconstruct Terminal Apron (South Section) 4,594 SY $ 30.00 $137,820 $124,038 $13,782 North Lease Area Access Taxiway (500 x 25') 1,389 SY $ 30.00 $41,670 $0 $41,670 Terminal Apron (Center Section) Slurry Seal (2004) 6,126 SY $ 3.60 $22,054 $19,848 $2,205 Terminal Apron (North Section/Fuel Area) Partial

Reconstruct & Slurry Seal (2004) 1,894 SY $ 12.80 $24,243 $21,819 $2,424 Center Apron Slurry Seal (2005) 13,882 SY $ 3.60 $49,975 $44,978 $4,998

Precision App Path Indicators (PAPI) Rwy 10 & 28 2 ea $ 35,000 $70,000 $63,000 $7,000

Lighted Wind Socks (Both Ends of Rwy 10/28) 2 ea $ 7,500 $15,000 $13,500 $1,500 Construct East Hangar Taxilanes (200x20;120x20;700

Environmental Assessment (Parallel Taxiway) 1 LS $ 50,000 $50,000 $45,000 $5,000 Rwy 10/28 - Construct North Parallel Taxiway w/ 3

Exits, E&W Holding Areas (5,000 x 35') 23,250 SY $ 30.00 $697,500 $627,750 $69,750 Rwy 10/28 Parallel Txy Edge Reflectors 5,000 LF $ 3.00 $40,200 $36,180 $4,020 Automated Weather Observation System (AWOS) 1 ea $ 150,000 $150,000 $135,000 $15,000 Flood Lighting - Terminal Apron 4 ea $ 6,000 $24,000 $21,600 $2,400 Fencing (terminal area; east side) w/ 4 vehicle gates 3,000 LF $ 15.00 $85,000 $76,500 $8,500

TABLE 5-1 (CONTINUED) 20-YEAR CAPITAL IMPROVEMENT PROGRAM

2003 TO 2022

Long Term Projects (Years 6 - 20)

Rwy 10/28 Overlay and Widen to 75' (5,000x75) 41,666 SY $ 15.50 $645,823 $581,241 $64,582 Rwy 10/28 MIRL (replacement system) 5,000 LF $ 40.00 $200,000 $180,000 $20,000 North GA Apron (Phase I) 8,300 SY $ 30.00 $249,000 $224,100 $24,900

North GA Hangar Taxilanes (Phase I) (1,350x20') 2,667 SY $ 30.00 $83,310 $74,979 $8,331 North GA Access Road Upgrade/Extension 4,500 LF $ 28.00 $126,000 $113,400 $12,600 Fencing (north GA operations area) w/ 2 vehicle gates 1,500 LF $ 15.00 $42,500 $38,250 $4,250 Fencing Airport Perimeter 30,000 LF $ 15.00 $450,000 $405,000 $45,000

Rwy 10/28 Parallel Txy Slurry Seal (2010) 23,250 SY $ 3.60 $83,700 $75,330 $8,370 Terminal Apron (Center Section) Overlay 6,126 SY $ 12.00 $73,512 $66,161 $7,351 Terminal Apron (North Section/Fuel Area) Overlay 1,234 SY $ 12.00 $14,808 $13,327 $1,481 Terminal Apron Slurry Seal (South Section) (2009) 4,594 SY $ 3.60 $16,538 $14,885 $1,654 East Hangar Taxilanes Slurry Seal (2010) 3,823 SY $ 3.60 $13,763 $12,387 $1,376

Center Apron Slurry Seal (2010) 13,882 SY $ 3.60 $49,975 $44,978 $4,998 North GA Apron Slurry Seal (2010) 8,300 SY $ 3.60 $29,880 $26,892 $2,988 North GA Hangar Taxilanes (Phase II) (800x20') 1,780 SY $ 30.00 $55,800 $50,220 $5,580 Access Taxiway Slurry Seal (2010) 11,715 SY $ 3.60 $42,174 $37,957 $4,217

GA Parking Area (Terminal Area Overflow) 3,333 SY $ 30.00 $102,150 $91,935 $10,215

Center Apron Expansion (East Hangar Frontage) 6,000 SY $ 30.00 $180,000 $162,000 $18,000

Construct East T-Hangar Taxilanes (700 x 20') 1,556 SY $ 30.00 $51,680 $46,512 $5,168 New Infield Access Taxiway (2,855 x 35') 11,926 SY $ 30.00 $359,940 $323,946 $35,994

South GA Hangar Taxilanes (Phase I) (1,100x20') 3,000 SY $ 30.00 $92,160 $82,944 $9,216 Fencing (interior north hangar area) w/ 1 gate 2,400 LF $ 15.00 $46,000 $41,400 $4,600 Common Use Agricultural Facility (1 Loading Pad w/

containment) PCC Pad w/ AC Apron; Access Txy 1,100 SY $ 50.00 $55,000 $49,500 $5,500

Ag Area Access Road (unpaved) 3,000 LF $ 15.00 $45,000 $40,500 $4,500 Rwy 15/33 Overlay and Widen to 60' (4,000x60') 26,667 SY $ 18.00 $480,006 $0 $480,006 Rwy 15/33 North Extension (300 x 60') w/ LIRL 2,000 SY $ 30.00 $69,000 $0 $69,000

TABLE 5-1 (CONTINUED) 20-YEAR CAPITAL IMPROVEMENT PROGRAM

2003 TO 2022

Rwy 10/28 Slurry Seal (2013) 41,666 SY $ 3.60 $149,998 $134,998 $15,000 Terminal Apron Slurry Seal (South Section) (2014) 4,594 SY $ 3.60 $16,538 $14,885 $1,654 Terminal Apron (Center Section) Slurry Seal (2015) 4,594 SY $ 3.60 $16,538 $14,885 $1,654 Terminal Apron Slurry Seal (North Section) (2015) 1,234 SY $ 3.60 $4,442 $3,998 $444

Rwy 10/28 Parallel Txy Slurry Seal (2015) 23,250 SY $ 3.60 $83,700 $75,330 $8,370 East Hangar Taxilanes Slurry Seal (2015) 3,823 SY $ 3.60 $13,763 $12,387 $1,376 Access Taxiway Slurry Seal (2015) 11,715 SY $ 3.60 $42,174 $37,957 $4,217 Infield Taxiway Slurry Seal (2015) 11,926 SY $ 3.60 $42,934 $38,640 $4,293 North GA Apron Slurry Seal (2016) 8,300 SY $ 3.60 $29,880 $26,892 $2,988 Rwy 10/28 Slurry Seal (2018) 41,666 SY $ 3.60 $149,998 $134,998 $15,000 North GA Apron (Phase II) 8,300 SY $ 30.00 $251,160 $226,044 $25,116 Terminal Apron Slurry Seal (South Section) (2019) 4,594 SY $ 3.60 $16,538 $14,885 $1,654 Infield Taxiway Slurry Seal (2020) 11,926 SY $ 3.60 $42,934 $38,640 $4,293 Terminal Apron Slurry Seal (North Section) (2020) 1,234 SY $ 3.60 $4,442 $3,998 $444 East Hangar Taxilanes Slurry Seal (2020) 3,823 SY $ 3.60 $13,763 $12,387 $1,376 Rwy 10/28 Parallel Txy Slurry Seal (2020) 26,850 SY $ 3.60 $96,660 $86,994 $9,666 Terminal Apron (Center Section) Slurry Seal (2020) 4,594 SY $ 3.60 $16,538 $14,885 $1,654 Center Apron Slurry Seal (2020) 19,882 SY $ 3.60 $71,575 $64,418 $7,158 North GA Apron Slurry Seal (2022) 16,600 SY $ 3.60 $59,760 $53,784 $5,976

Environmental Assessment (Rwy/P.Txy Extension) 1 LS $ 75,000 $75,000 $67,500 $7,500 Rwy 10/28 West Extension (720x75') with MIRL 6,000 SY $ 30.00 $205,200 $184,680 $20,520 Rwy 10/28 Parallel Txy Extension (720x35') w/ Reflectors 3,600 SY $ 30.00 $110,160 $99,144 $11,016

* Project costs include 30% engineering and contingency.

TABLE 5-2 CIP PROJECTS BY CATEGORY

Total Cost*

FAA Eligible Local

Short Term Projects

Preserve/Resurface Existing Pavement

Access Taxiway Overlay (2,931x35') 11,715 SY $ 12.00 $140,580 $126,522 $14,058 Terminal Apron (Center Section) Slurry Seal (2004) 6,126 SY $ 3.60 $22,054 $19,848 $2,205 Center Apron Slurry Seal (2005) 13,882 SY $ 3.60 $49,975 $44,978 $4,998

New or Reconstructed Pavement

Reconstruct Terminal Apron (South Section) 4,594 SY $ 30.00 $137,820 $124,038 $13,782 North Lease Area Access Taxiway (500 x 25') 1,389 SY $ 30.00 $41,670 $0 $41,670 Terminal Apron (North Section/Fuel Area) Partial Reconstruct &

Construct East Hangar Taxilanes (200x20;120x20;700 x 20') w/

Rwy 10/28 - Construct North Parallel Taxiway w/ 3 Exits, E&W

Holding Areas (5,000 x 35') 23,250 SY $ 30.00 $697,500 $627,750 $69,750

NAVAIDS, Lighting, Marking

Precision App Path Indicators (PAPI) Rwy 10 & 28 2 Ea $ 35,000 $70,000 $63,000 $7,000

Lighted Wind Socks (Both Ends of Rwy 10/28) 2 Ea $ 7,500 $15,000 $13,500 $1,500 Rwy 10/28 Parallel Txy Edge Reflectors 5,000 LF $ 3.00 $40,200 $36,180 $4,020 Automated Weather Observation System (AWOS) 1 Ea $150,000 $150,000 $135,000 $15,000

OTHER ITEMS

East Terminal Area Access Road Realignment/Paving 2,200 LF $ 50.00 $135,200 $121,680 $13,520 Environmental Assessment (Parallel Taxiway) 1 LS $ 50,000 $50,000 $45,000 $5,000 Flood Lighting - Terminal Apron 4 ea $ 6,000 $24,000 $21,600 $2,400 Fencing (terminal area; east side) w/ 4 vehicle gates 3,000 LF $ 15.00 $85,000 $76,500 $8,500

TABLE 5-2 (CONTINUED) CIP PROJECTS BY CATEGORY

Long Term Projects

Preserve/Resurface Existing Pavement

Rwy 10/28 Parallel Txy Slurry Seal (2010) 23,250 SY $ 3.60 $83,700 $75,330 $8,370 Terminal Apron (Center Section) Overlay 6,126 SY $ 12.00 $73,512 $66,161 $7,351 Terminal Apron (North Section/Fuel Area) Overlay 1,234 SY $ 12.00 $14,808 $13,327 $1,481 Terminal Apron Slurry Seal (South Section) (2009) 4,594 SY $ 3.60 $16,538 $14,885 $1,654 East Hangar Taxilanes Slurry Seal (2010) 3,823 SY $ 3.60 $13,763 $12,387 $1,376 Rwy 15/33 Slurry Seal (2010) 19,490 SY $ 3.60 $70,164 $0 $70,164 Center Apron Slurry Seal (2010) 13,882 SY $ 3.60 $49,975 $44,978 $4,998 North GA Apron Slurry Seal (2010) 8,300 SY $ 3.60 $29,880 $26,892 $2,988 Access Taxiway Slurry Seal (2010) 11,715 SY $ 3.60 $42,174 $37,957 $4,217

Rwy 10/28 Slurry Seal (2013) 41,666 SY $ 3.60 $149,998 $134,998 $15,000 Terminal Apron Slurry Seal (South Section) (2014) 4,594 SY $ 3.60 $16,538 $14,885 $1,654 Terminal Apron (Center Section) Slurry Seal (2015) 4,594 SY $ 3.60 $16,538 $14,885 $1,654 Terminal Apron Slurry Seal (North Section) (2015) 1,234 SY $ 3.60 $4,442 $3,998 $444 Rwy 15/33 Slurry Seal (2015) 19,490 SY $ 3.60 $70,164 $0 $70,164 Rwy 10/28 Parallel Txy Slurry Seal (2015) 23,250 SY $ 3.60 $83,700 $75,330 $8,370 East Hangar Taxilanes Slurry Seal (2015) 3,823 SY $ 3.60 $13,763 $12,387 $1,376 Access Taxiway Slurry Seal (2015) 11,715 SY $ 3.60 $42,174 $37,957 $4,217 Infield Taxiway Slurry Seal (2015) 11,926 SY $ 3.60 $42,934 $38,640 $4,293 North GA Apron Slurry Seal (2016) 8,300 SY $ 3.60 $29,880 $26,892 $2,988 Rwy 10/28 Slurry Seal (2018) 41,666 SY $ 3.60 $149,998 $134,998 $15,000 Terminal Apron Slurry Seal (South Section) (2019) 4,594 SY $ 3.60 $16,538 $14,885 $1,654 Infield Taxiway Slurry Seal (2020) 11,926 SY $ 3.60 $42,934 $38,640 $4,293 Terminal Apron Slurry Seal (North Section) (2020) 1,234 SY $ 3.60 $4,442 $3,998 $444 East Hangar Taxilanes Slurry Seal (2020) 3,823 SY $ 3.60 $13,763 $12,387 $1,376 Rwy 10/28 Parallel Txy Slurry Seal (2020) 26,850 SY $ 3.60 $96,660 $86,994 $9,666 Terminal Apron (Center Section) Slurry Seal (2020) 4,594 SY $ 3.60 $16,538 $14,885 $1,654 Center Apron Slurry Seal (2020) 19,882 SY $ 3.60 $71,575 $64,418 $7,158 North GA Apron Slurry Seal (2022) 16,600 SY $ 3.60 $59,760 $53,784 $5,976 Rwy 15/33 Slurry Seal (2021) 19,490 SY $ 3.60 $70,164 $0 $70,164

Subtotal $1,573,602 $1,226,799 $346,803

New or Reconstructed Pavement

Rwy 10/28 Overlay and Widen to 75' (5,000x75) 41,666 SY $ 15.50 $645,823 $581,241 $64,582 North GA Apron (Phase I) 8,300 SY $ 30.00 $249,000 $224,100 $24,900

TABLE 5-2 (CONTINUED) CIP PROJECTS BY CATEGORY

North GA Hangar Taxilanes (Phase I) (1,350x20') 2,667 SY $ 30.00 $83,310 $74,979 $8,331 North GA Hangar Taxilanes (Phase II) (800x20') 1,780 SY $ 30.00 $55,800 $50,220 $5,580

GA Parking Area (Terminal Area Overflow) 3,333 SY $ 30.00 $102,150 $91,935 $10,215 Center Apron Expansion (East Hangar Frontage) 6,000 SY $ 30.00 $180,000 $162,000 $18,000 Construct East T-Hangar Taxilanes (700 x 20') 1,556 SY $ 30.00 $51,680 $46,512 $5,168 New Infield Access Taxiway (2,855 x 35') 11,926 SY $ 30.00 $359,940 $323,946 $35,994 South GA Hangar Taxilanes (Phase I) (1,100x20') 3,000 SY $ 30.00 $92,160 $82,944 $9,216 Common Use Agricultural Facility (1 Loading Pad w/

containment) PCC Pad w/ AC Apron; Access Txy 1,100 SY $ 50.00 $55,000 $49,500 $5,500 Rwy 15/33 Overlay and Widen to 60' (4,000x60') 26,667 SY $ 18.00 $480,006 $0 $480,006 Rwy 15/33 North Extension (300 x 60') w/ LIRL 2,000 SY $ 30.00 $69,000 $0 $69,000 North GA Apron (Phase II) 8,300 SY $ 30.00 $251,160 $226,044 $25,116 Rwy 10/28 West Extension (720x75') with MIRL 6,000 SY $ 30.00 $205,200 $184,680 $20,520 Rwy 10/28 Parallel Txy Extension (720x35') w/ Reflectors 3,600 SY $ 30.00 $110,160 $99,144 $11,016

Subtotal $2,990,389 $2,197,245 $793,144

NAVAIDS, Lighting, Marking

Rwy 10/28 MIRL (replacement system) 5,000 LF $ 40.00 $200,000 $180,000 $20,000 Infield Taxiway Edge Reflectors 3,200 LF $ 3.00 $9,600 $8,640 $960

OTHER ITEMS

Flood Lighting - North Apron 4 ea $ 6,000 $24,000 $21,600 $2,400 North GA Access Rd Upgrade/Extension (unpaved) 4,500 LF $ 28.00 $126,000 $113,400 $12,600 Fencing (north GA ops area) w/ 2 vehicle gates 1,500 LF $ 15.00 $42,500 $38,250 $4,250 Fencing Airport Perimeter 30,000 LF $ 15.00 $450,000 $405,000 $45,000

Flood Lighting - Central Apron 4 ea $ 6,000 $24,000 $21,600 $2,400 Fencing (interior north hangar area) w/ 1 gate 2,400 LF $ 15.00 $46,000 $41,400 $4,600

Ag Area Access Road (unpaved) 3,000 LF $ 15.00 $45,000 $40,500 $4,500 Environmental Assessment (Rwy/P.Txy Extension) 1 LS $ 75,000 $75,000 $67,500 $7,500

Subtotal $1,132,500 $749,250 $383,250

* Project costs include 30% engineering and contingency.