O’Hare International Airport 5. Support Facilities - South Airfield Development of Runway 10C-28C will require the relocation of various tenant and airport facilities in the Southwest Cargo Area. Furthermore, the development of Runway 10R-28L will require the relocation of roadway access to this area. The OMP proposes relocation of these facilities “in-kind,” with general sites defined in the plan for each specific facility. Ultimately, however, the size and location of many of these facilities will be coordinated with the various tenants to ensure that replacement facilities meet current and anticipated operational needs. As such, the facilities presented in the OMP are representative in nature, and may change during the course of the development process. The ultimate facility plan in this area will be subject to FAA airspace review and will comply with FAR Part 77 regulations and Airport Traffic Control Tower (ATCT) Line-of- Sight requirements established in agreement with the FAA. However, the proposed facility relocations will fall within the areas designated for aviation-related development, and this area can be considered the potential area of impact. Exhibit 20 presents the OMP plan for the South Airfield Area. The following lists specific relocations and developments depicted in the plan: • The Taft Road entrance will be closed beyond the Post Office and a new entrance to the Southwest Cargo Area will be developed off relocated Irving Park Road east of the Irving Park Road/York Road Intersection. This new access road will pass beneath the connector taxiway between Runway 10C and Runway 10R ends. • Guard Posts #5 and 5A (Buildings #601 and 605) will be relocated to accommodate the new layout. New Guard Posts #6 and #12 are proposed to screen traffic entering the airside area at the end of Main Cargo Road and from the Post Office Complex, respectively. • The Air Cargo Simulation Facility (Building #603) will be relocated west of existing FedEx Building #612 along the new service road. The proposed airside site is approximately 0.32 acres with a building footprint of 1,900 s.f. • Lighting Utility (Building #604) and Electrical Utility (Building #608) buildings will be relocated in the same general areas as the Air Cargo Simulation Facility west of existing FedEx Building #612. The proposed airside site is approximately 0.50 acres with a building footprint of 6,717 s.f. and provides for contiguous development of these facilities similar to their current configuration. • The Fueling Station (Building #606) will be relocated west of FedEx Building #612 along the new service road. The proposed airside site is approximately 2.23 acres. • The United Airlines Cargo Building (Building #610) will be relocated west of the existing Southwest Cargo Area, south of Runway 10C-28C. The proposed facility provides 465,245 s.f. of building, 615,600 s.f. of apron and 216,700 s.f. of truck docks/parking on 32.48 acres, based on replacement in-kind of existing facilities. Aircraft access to the facility will be provided by the south parallel taxiway to Runway 10C-28C. Airside vehicle access is provided via the new service road along the north edge of the cargo area, and landside access is provided by the relocated cargo area access road. O’Hare Modernization Program 34 January 2003 Project Definition DRAFT O'Hare International Airport TY 274'A8 PETDUENSNTERLISAN T/W B T8 346' T/W B A9 A19 400' FUTURE GP12 (DApEpTroExN. T30IO0 NAc BreA-FSeIeNt) 324' T9 T3 T9 A10 100' T10 T/W A A18 P6 160 T10 T/W B A11 SERVICE ROAD A17 D1 D2 D3 100' 100' 324' T/W T A12 A13 A14 251' A15 A16 75' 267' T/W D FFUUTTUURREE FFAACCIILLIITTYY LLIISSTT P7 324' 10509'2' 324' 426'1302' 324' 9R PAD T/W M 75'T/W11 96M00 M2 T/W B T/W F 348'T/W B 116600 T/W M M5 116600 SNOW ROAD 100' PP12 FFUUTTUURREE LEOMNPGLO TYEEREM P PAARRKKININGG P6 FUTURE LIMO STAGING EL.665.8 MSL 500' M1 500' M3 M4 M5 100'M6 P7 FUTURE TAXI STAGING FUTURE PAPI AIRPORT PROPERTY LINE FUTURE ALSF-IFILUOTCUF-URATELUS L RBOELC DG PAVED ARE3A24' GS-FRUVTRU (R1BT0ELY0D P0G)'FUTURE GS 600' (1T0Y0P') L1 T/W12 0L0' Futur(e1 3R,u0n0w0'a xy 1M15I0D0F-LRU' /VTC2RU8A RBRETL D EGIIx/ItIeI)nsion T/W T (10R,1u4n1w' xa y1T/W F 590L'/ 2C77A5R'T I) RRRRR1111156789 666666100021043811 FFFFFEUUUUULETTTTTCUUUUUTRRRRRREEEEEI CUFFASAEEIOARLDDLU CEEUTCRRAHTARAAI RLALLGIGIT ROEEOIEFXX SISBPPEILMRRLDDEEUGSS LLSSAIG TMMHIOEATNTIINNR FTGOAE PCVNLAIALEUNIXTLCY TBE L& BDLGDG LOCF-UATLUS RBEL DG L1 603 100' EL.650.0 M R20 606 FUTURE FUELING STATION 100' FUTURE PAPI 600' T/W K 608 T11 32L PAD RT231 527 FFUUTTUURREE DK ECLOTNAC AOIRU RFRSEEI GEXHTTENSION Future Runway 10C/28C FUTURE ALSF-II FUTURE LOC PAVED AREA FUTURB6EL0 DG0G'S-RVFRU TURE GS (1T0Y0P') R18 R19 R20 (N1O0R,T6H0 A0C'C xE S2S0 R0O' ACDAT IFIU/ITIUI)RBEL DMGID-GRPV1R2 606 FUT1U01R02E'1 4P'API FUTURE GS6G0S01-F'0RU0V0TR'UP RBAELVD EGD AREA 324'200' FUTUR 660001 EUPO.XSS.I TPS O#T1S TIGN UOAGFRF IDCFHEAOUCSIELITY LIST 602 ARFF STATION #1 EL.665.8 MSL 10C PAD 324' 324' 605 POST #5A GUARDHOUSE P1 4300' K1 609 AAL CARGO 612 FEDERAL EXPRESS FREIGHT FUTURE BENSENVILLE DITCH P2 RTFRU-RTU BRLED G 75'R21 R15 DIVISION STREET R17R16 3100'ATCT K2 T12RTFRU-TSU BRLED G 75' F(AUpTpUroRx.E B1 7DA0SE0IT NAEc NreT-FIOeeNt) T/W T 75' T/W S600' Existi((nR88g,,u 00nR77wu11''a nyxx w411ay55R /00''42 2RCC/L2AA2TT LII)) 666661111134678 NULKAULNOIRMFIRT TF TERHRHDOAAW YNPNAESACLSARE T DC CC CUEAALATRR CRSGGHGEOO ORCVAIRCGEO LEOLCF-.UA6TL6US2 RB.EL7 D GM1S0L7 107 IRVING PARK ROAD MAIN CARGO ROAD SOU(TT7HY5 P'A)CCESS ROAD 160 POST OFFICE ROADFSUBPTLDAU-GRSE LOTT LANEEL.658.0 MSL S3 GP3 GGPP31 FEFEUUXXTTIISSUUTTRRIINNEEGG AG GAIURIUARFARIFERDIELD DLP D POP OSPASTAVSTVESEMMEENNTT 400' OLD IRVING PARK ROAD LEGEND AIRFIELD PAVEMENT DEMOLITION FUTURE ALSF-II F(7u,t5u0re0 'R xu 1n5w0a' yC 1A0TR I/I2/I8IIL) FUTURE FLUOTCURE ALSF-II FUTURE AIRPORT PROPERTY LINE EXISTING APRON PAVEMENT FUTURE LOC FUTURE GS S2 EXISTING AIRPORT PROPERTY LINE EXISTING AIRPORT BUILDING PAVED AREA GSF-FURUTVTURUR RBEEL GD SG 0FUTURE BENSENVILLE DITCH MIDF-RUVTRU RBEL DG TAFT ROAD GPF6UPTAUVREED G ASR-REVAR BPLOSDT GOFFICE ROAD 4R PAD GS LOCF-UATLUS RBEL DG RROCUUOBNNJUEWWNCTAATYYY F LSPRINAREFEOEET ATERYCE ATAIROENA ZONE FFIRPENUURXE TTAILESUUOOVTRRACIIONEE ATUG TTAOS EEIA LRBDRIYRPE M AOPI NRIIORNR EAPRATLO OLTOF A RBACBTUCUA IITIBLLLEUDIDTDIIIYLNNDGGINSGS ROTATING BEACON S1 X X AIRCRAFT OPERATIONS AREA (AOA) FUTURE AVIATION DEVELOPMENT RUNWAY VISIBILITY ZONE FAUSTRU-R9E DETENTION BASIN PAVED AREA GLIDE SLOPE CRITICAL AREA FFUUTTUURREE TRUONANDEWLASYS LOCALIZER CRITICAL AREA RELOCATED UNION PACIFIC RAILROAD MALSR FUTURE AIRPORT TRANSIT SYSTEM FUTURE STRUCTURED PARKING FUTURE SURFACE PARKING EL.661.3 MSL AUTOMATED PEOPLE MOVER SYSTEM (UNDERGROUND) FUTURE COLLATERAL DEVELOPMENT LOC CURRENTLY-PLANNED AIRPORT PROPERTY LINE RELOCATED RAILROAD NON-AIRPORT ROADWAY PROJECT Source: Ricondo & Associates, Inc. Prepared by: Ricondo & Associates, Inc. Exhibit 20 0 1200 South Airfield Area north Drawing: Z:\Chicago\ORD\OMP\Facilities\Documentation\Project Definition\Support\SupportFacilitiesExhibits.dwg_Layout: South Cargo_Feb 03, 2003, 8:14pm O'Hare Modernization Program 35 January 2003 Project Definition DRAFT O’Hare International Airport • The FedEx Metroplex & Maintenance (Buildings #611, 619, 620, & 621) will be relocated west of the existing cargo area adjacent to the relocated United Airlines Cargo Facility. Specifically, Building #611 (166,477 s.f.), Building #619 (288 s.f.), Building #621 (18,874 s.f.), associated apron area (914,629 s.f.) and combined truck/employee parking (649,859 s.f.) will be relocated on a 40.82 acre site based on a replacement in-kind approach. Aircraft access to the facility will be provided by the south parallel taxiway to Runway 10C-28C. Airside vehicle access is provided via the new service road along the north edge of the cargo area, and landside access is provided by the relocated cargo area access road. • Service road modifications, and the extension of the tunnel under new Runway 10C-28C, will occur to facilitate the movement of vehicles from the reconfigured cargo area to the Terminal Core Area and West Terminal Area. • The proposed relocation of the Delta Cargo Building presented under the World Gateway Program is revised to permit development of Runway 10R-28L. Instead of being developed south of the KLM Cargo (Building #618), the facility is proposed west of the relocated United Airlines Cargo Facility. • A site for development of a supplemental ATCT is provided adjacent to the relocated FedEx Metroplex. Development of this ATCT is necessitated by Runway 10R-28L and will be coordinated with the timing for development of that runway. The ultimate location and characteristics of this facility will be subject to ATCT Line-of-Sight requirements established in coordination with FAA. • The relocated Airport Surveillance Radar (ASR) and Rotating Beacon are proposed to be sited along Irving Park Road near the Taft Road entrance. ASR relocation is necessitated by development of the West Terminal. The ultimate location of these relocated facilities is being coordinated with appropriate FAA representatives. • Additional area for aviation-related development is also depicted. This area could accommodate growth in addition to in-kind replacement, or modifications to the proposed development as presented, and should be considered the extent of the potentially impacted area. Development ultimately defined in this area will comply with FAR Part 77 regulations and be subject to further FAA airspace review. Table 5 provides a listing of impacted/relocated facilities in the South Airfield Area including additional detail on facility characteristics. O’Hare Modernization Program 36 January 2003 Project Definition DRAFT O’Hare International Airport Table 5 Impacted/Relocated Cargo Facilities Existing Combined Truck Existing Site Existing Site Existing Building Existing Apron Existing Truck Existing Employee/Visitor Existing Truck Dock, Parking, and Building Number/Name Property Use Area (sf) Area (acre) Area (sf) Area (sf) Dock Area (sf) Parking Area (sf) Parking Area (sf) Employee/Visitor Parking (sf) 601 / Guard Post #5 Safety/Security - - - - - - - - 603 / Air Cargo Simulation Cargo 13,800 0.32 1,900 - - - - - 604 / Lighting Utility Utilities 21,880 0.50 6,717 - - - - - 605 / Guard Post #5A Safety/Security - - - - - - - - 606 / Fueling Utility Utilities 97,229 2.23 264 - - - - - 608 / Electrical Utilities Utilities 2,406 0.06 - - - - - - 610 / UAL Cargo Cargo 1,414,627 32.48 465,245 615,600 102,000 114,700 - 216,700 611, 619, 620, 621 / FedEx Cargo 1,778,110 40.82 185,639 914,629 32,376 142,290 475,193 649,859 Metroplex & Maintenance Total 3,328,052 76.41 659,765 1,530,229 134,376 256,990 475,193 866,559 Source: 1994 Photogrammetry Base Map (1993 photography/1994 transfer to digital CAD format); 2002 Photogrammetry; and CAD Services. Prepared by: Ricondo & Associates, Inc. O’Hare Modernization Program 37 January 2003 Project Definition DRAFT O’Hare International Airport 6. Support Facilities - North Airfield Development of Runway 9L-27R and Runway 9C-27C will require the relocation of several facilities in the Northwest Maintenance Area. Additionally, roadway access to the area from the north will require relocation to allow for the new runway development. The OMP proposes relocation of these facilities “in-kind”, with sites defined in the plan for each specific facility. Ultimately, however, the size and location of many of these facilities will be coordinated with the various tenants to ensure that replacement facilities meet current and anticipated operational needs. As such, the facilities presented in the OMP are representative in nature, and may change during the course of the development process. The ultimate facility plan in this area will be subject to FAA airspace review and will comply with FAR Part 77 regulations and ATCT Line-of-Sight requirements established in agreement with the FAA. However, the proposed facility relocations will fall within the areas designated for aviation-related development, and these areas can be considered the potential areas of impact. Exhibit 21 presents the OMP plan for the North Airfield Area. The following lists specific relocations and developments depicted in the plan. • The Mount Prospect Road entrance will be relocated west through the RPZ of Runway 9L-27R. • DOA Communications Building (Building #701) will be relocated south of its existing location. The proposed site is approximately 1.52 acres with a building footprint of approximately 7,846 s.f. • Guard Post #1 (Building #700) will be relocated northwest of its existing location along with the Mount Prospect Road relocation. • ARFF #2 (Building #702) will be relocated northwest of its existing location. The proposed site is approximately 2.26 acres with a building footprint of approximately 15,261 s.f. • Guard Post #2 (Building #705) will be removed as part of the new layout. • Explosive Chamber (Building #706) will be relocated west of its existing location in the northwest corner of the maintenance area. The planned site is approximately 10,000 s.f. with a building area of 625 s.f. • The American Airlines Ground Equipment Maintenance Building (AAL GEM) and Pump House (Buildings #723 and 732) will be relocated north of their existing location. The proposed site is approximately 6.69 acres with a building footprint of approximately 82,469 s.f. and provides for contiguous development of these facilities similar to their current configuration. • American Airlines Hangar #2 (Building #725) will be relocated adjacent to the existing-to-remain American Airlines Hangar #1 (Building #727). An apron area of 409,197 s.f. for Hangar #2 will be added to existing apron used by Hangar #1 for a total apron area of 1,530,595 s.f. AAL GEM and Pump House are nearby, allowing for American Airlines facilities to remain in close proximity. • Sanitary Unit (Building #728), located on a site area of 10,507 s.f., may be sealed and closed or relocated if necessary. O’Hare Modernization Program 38 January 2003 Project Definition DRAFT O'Hare International Airport DAOR TSRUHMLE TOUHY AVENUE FUTURE ASR-9 PP110 700 FNFFUOUUTRUTTTRHUUEW ERREMSEETP L EFFOMYAAPELCCEO PIIYLLAERIIETTK LIYYONGT LL CIIHSSETTCKPOINT AVIGATION P1 WOLF ROAD RRR123 777450406 FFFUUUTTTUUURRREEE UUEXAAPLL LGHOARSNOIVGUEAN RCD H 5E/AQ5MAUBIPE.R MAINTENANCE BLDG HIGGINS ROAD GP1 FUTURE WPILALVOEW DC RAEREEKA P1EASEMPE1N0TFGUST-FURURVTREU RGBELSMDO UGNT PROSPECT ROAD MIDF-RUVTRU RBEL DG GP2 FUTURDEE WTEILNLTOIOWN H BIGASGIINNS FCURTEUERKE GSO'FHUATRUER EEX GPSR-ERSVSR N BOLPRDATGVHED AREA 891 LEE ROAD RRRRRRR19456780 777777572024341058362111 FFFFFFFPUUUUUUUUTTTTTTTMUUUUUUUPRRRRRRR HEEEEEEEO UADASDCUAAKAOOOSLLYLBAME BG MOCMCSRFAHOO FOIEFNNMILFUCTWMI NEGEFEU DLNHAANI ATGNELIN CTHDQKCAHT IUMTTE IEKCPIE OHDIH.DT NAIMECISCNSNAHOA G ICEN#NLANE1 TSRPNEUE T#NRBE2ASSRNTOCANETN IBOELLND BGL D&G FUTURE ALSF-II FUTURE LOC (F7u,5tu0r0e' Rx u1n5w0'a Cy A9TL /I2I/7IIRI) FUTURE LOC FUTURE ALSF-II RR1112 770422 FFUUTTUURREE DA.ORB.FB.SF. FSLTIGATHITO NKI T#C2HEN #2 700 400' R13 510 FUTURE LYNX AIR CARGO EL.660.0 MSL 500' P1 (T7Y5P') EL.657.0 MSL R14 761 FUTURE GROUND RUN-UP ENCLOSURE R22 521 FUTURE SIGNATURE FLIGHT SERVICES TERMINAL FUTURE LOC-ALS BLDG EFXUISTUTIRNEG F FAACCILILITITYY L LISISTT FUTURE LOC-ALS BLDG FUTURE DETENTION 795 BASIN 703 ARFF TRAINING CONTROL CENTER BUILDING #1 & R1 (Approx. 680 Acre-Feet) 704 PUMPHOUSE BUILDING #2 798 TAR.ARI.NFI.NFG. DETENTION BASIN EAAVSIGEAMTEIONNT 705 POST #2 GUARDHOUSE FACIL7IT0Y3 LOC 710 UAL SERVICE CENTER AND 75' 712 BOILER & PUMPHOUSE R3 704 EL.648.0 MSL 721 LIGHTING UTILITY FUEL FA7R9M7 EXPANSION R2 R4 R5 R6 T/W P 75' RTRFU-QT1U BRLETD /WG U 75' PAVED AREA MALSR GP5 72&7727 272,5 72781,624 FDSTAIRAEARNILLETT IH UTPAAARU HRNAMAYGTPN OAU GHRRTAO I#LRU1IT,SYES & ATCT 712 710 R7 N1 753 PUMP HOUSE UTILITY 790 R13 T/W U DETEFNUTTIOUNR EB ASIN N2 775557 NUOALR TMHAWINETSETN AMNACINETENANCE 780 5294' 722 721 P2 (Approx. 335 Acre-Feet) GS T/W N 777676002 NUPUOALMR TPMHHAWOINUETSSEETN/AAMNCEER I&CAN MAINTENANCE EONNT RTFRSU-PTPFAU UB-RTPLEUD B RGLED G 762 770 727 772264 N2 79&757 79,8 9780790 FC&AU OIFRENIPRLTO EFINR APETRU NRMMTE,PA PA LHAG VOIIR EU( LH&SOI ECCCLOKENH MSETEARDINU)TCETNIOANNC (AERC) COMPLEX 757 R22 75' 755 R8 GP3 EXISTING GUARD POSTS EL.664.4 MSL T175'PAVED AREA (1T0Y0P'3)24' 9C FPFUAUT7DTU6URR0GEES -FGRUSVTRU RBELD G 74T/1W Y 76R40102'1746R10 750751 (T1Y00P') 753R9 R12T/W Y T/W E SRCE1NI4MC HIODLT/FD- WRUP EAGVTDLRU. RB 6EL D5G4.2 MSL T/W PExisti((nR77gu,, n55R00wu00a''n y Pxxw 4a311Ly/55 2004'' 2 L/RCC2AA2TT R II)) (10,003R' uxn 2w0a0y' C14ALT/3 I2IIR) VTO/WR TVAC 1489' GS-FRUVTRFUU RBTELUD RGE GS9A0V0I'AGTEIONNE RAAPLR OPNAVED A3R24E'A 100'REALPLEIG6NED BESSIE CLOLEEMAGN DREIVENDFECUXOTIUSUNTRITNEYG AL AIIRNIRPEPOORRT TP PRROOPPEERRTYTY L ILNINEE GP1 FEEFFEAUUUXXXIRTTTIIISSSFUUUTTTIERRRIIINNNLEEEDGGG GAT PAAEAIURAIPRIARRFVRMRIFPEEOIDIONEMLN RDLAPE DPT LONP ASBBPTAVT UUAVDESVIIELELMEMDDMEMEIIONNNENLGGTNTITTION PAPI RUNWAY PROTECTION ZONE EXISTING AIRPORT BUILDINGS FUTURE ALSF-II (F11u,t2u4re5 'R xu 2n0w0a' yC 9ACT/ 2II7/ICII) RUNWAY SAFETY AREA IRNE ALOOAC ATTOE BDE A RIREPLOORCTA TBEUDILDINGS FUTURE LOC LOLCOF-UACFTL-UAUSTL RBUSEL RB DELG DG PAVED AR32E4A' FUTURGES( -FGT1RU0YFSV0PTUR'1U)T0 RUB0ERL0D' EG PAPIT/W T 1600007''1080' 744 T/W Z1180' T/W J 1607' E W/T T/W RT/W EMIDF-RUVTRUT/ RWB GEL DG T/W Z T/W C EL. 658.4 MSL 63/81 yawnuR)LAUSIV '051 x '1435( T/W1 P00' P4 FUTURE PAPV1I 7F5U'TURE GS FUTURVE2 GS-RVR BLDPAGVED AREA 75F'U X X ROGLSFAAOUYUUILBRSTICNJTDCUETAOWERECRLM AAMISTEZAYF L EFAT( TOVURREI RPOINE DSCEPPDEI RB POEE CAIIERRLRTRROITIAGITCETP TYRTAAILIC ROOLZEAA NOU AMLNSNNR OAS DEEARIV)TAREE ESARAY S(ATOEMA) FFFFFFFPUUUUUUURTTTTTTTEUUUUUUUVRRRRRRRIOEEEEEEEU SSARCATSTUUIVOORLRINRALYAPULNFD TOICANAEWIROTTC LAATEUNSEO YRR F DPASAAEEALCDVR I DLEPKEILAITNVORYGEPKLMINOEGPNMTENT FUTURE ALSF-II T2 Futu(r1e1 R,2u6n0w' ax y1 95R0'/ 2C7ALT E IIx/tIeIIn)ded (7R96u6n'w xa 1y5 90L' /C2A7RT I) RELOCATED RAILROAD NCOURNR-AEIRNPTOLYR-TP LRAONANDEWDAY PROJECT FUTURE LOC 400' H1 365' FUTURE PAPI Source: Ricondo & Associates, Inc. Prepared by: Ricondo & Associates, Inc. Exhibit 21 0 1200 North Airfield Area north Drawing: Z:\Chicago\ORD\OMP\Facilities\Documentation\Project Definition\Support\SupportFacilitiesExhibits.dwg_Layout: North Maintenance_Feb 03, 2003, 8:00pm O'Hare Modernization Program 39 January 2003 Project Definition DRAFT O’Hare International Airport • Dobbs Flight Kitchens # 1 & 2 (Buildings #741 and 742) will be relocated north of their existing location. The proposed site is approximately 4.86 acres with building footprints of approximately 59,081 s.f. (Kitchen #1) and 55,630 s.f. (Kitchen #2), and provides for contiguous development of these facilities similar to their current configuration. • United Airlines Ground Equipment Maintenance (UAL GEM, Building #744) will be relocated north of its existing location, adjacent to existing Maintenance Building (Building #710). The proposed site is approximately 13.35 acres with a building footprint of approximately 162,300 s.f. • UAL Office & Medical (Building #746) will be relocated northeast of UAL Maintenance Complex. The planned site provides 1.67 acres and a building area of 13,183 s.f. • UAL Hangar 5/5A (Building #750) will be relocated north of its existing location adjacent to UAL Maintenance (Building #710) and relocated UAL GEM (Building #744). The proposed site is approximately 25.94 acres and provides 159,260 s.f. of building area and 837,447 s.f. apron. • The Ground Run-Up (Building #761) will be relocated northeast of its present location along the existing scenic hold pad. • The Airport Repair & Construction (ARC) Complex (Building #798) will be relocated, if necessary, adjacent to its existing location. • A site for development of a supplemental ATCT is provided on the northwest side of the Northwest Maintenance Area. Development of this ATCT is necessitated by new Runway 9L-27R and will be coordinated with the timing for development of that runway. The ultimate location and characteristics of this facility will be subject to ATCT Line-of- Sight requirements established in coordination with FAA. • In addition to the relocated employee parking spaces provided in conjunction with the impacted/relocated buildings in the Northwest Maintenance Area, the plan provides for a consolidated employee parking lot on the northwest side of the Airport. Although timing for the development of this facility has not yet been defined, this consolidated facility provides an opportunity for the ultimate relocation of all employee parking from within the Northwest Maintenance Area to an area outside of the Airport Operations Area. A total of 65.58 acres are provided in this area to accommodate growth in additional to in-kind replacement of employee parking. • Other planned facilities, including the relocated Lynx Cargo, Fuel Farm expansion, and relocated Sky Chefs Kitchen, remain generally as proposed under the WGP. • Relocation of the recently completed General Aviation Facility north from its current site will be required to allow for the development of Runway 9C-27C. • A service road system connecting the Northwest Maintenance Area with the West Terminal and subsequently the Core Terminal Area will be developed. This service road will replace a portion of Tank Farm Road, which will be closed to allow development of Runway 9C-27C, and the extension of Runway 9R-27L. The service road will run from the Fuel Farm to the West Terminal parallel to York Road, and east under Runway 14R-32L to Tank Farm Road. • Additional area for aviation-related development is also depicted, both in the Northwest Maintenance Area and on the former Military Site. This area could accommodate growth in addition to the in-kind replacement, or modifications to the proposed development as presented. O’Hare Modernization Program 40 January 2003 Project Definition DRAFT O’Hare International Airport Table 6 provides a listing of impacted facilities in the North Airfield Area including additional detail on facility characteristics. O’Hare Modernization Program 41 January 2003 Project Definition DRAFT O’Hare International Airport Table 6 Impacted/Relocated North Maintenance Facilities Existing Combined Truck Existing Site Existing Site Existing Building Existing Apron Existing Truck Existing Employee/Visitor Existing Truck Dock, Parking, and Building Number/Name Property Use Area (sf) Area (acre) Area (sf) Area (sf) Dock Area (sf) Parking Area (sf) Parking Area (sf) Employee/Visitor Parking (sf) 700 / Guard Post #1 Security/Safety 280,610 6.44 5,781 - - - - - 701 / DOA Communications Airline Support 66,317 1.52 7,846 35,145 - 24,237 - 24,237 702 / ARFF #2 Security/Safety 98,444 2.26 15,261 - - 8,014 - 8,014 705 / Guard Post #2 Safety/Security - - - - - - - - 706 / Explosive Chamber Security/Safety 10,000 0.23 625 - - - - - 708 / ComEd Distribution Utilities 13,800 0.32 1,333 - - - - - 723, 732 / AAL GEM and Pump House GSE Maintenance 291,552 6.69 82,469 166,553 - 13,874 - 13,874 725 / AAL Hangar #2 Aircraft Maintenance 904,249 20.76 123,696 409,197 - 161,287 - 161,287 728 / Sanitary Utility Utilities 10,507 0.24 1,094 - - - - - 741 / Dobbs Flight Kitchen #1 Flight Kitchen 87,559 2.01 59,081 - - - - - 742 / Dobbs Flight Kitchen #2 Flight Kitchen 123,937 2.85 55,630 - - - - - 744 / UAL GEM GSE Maintenance 581,373 13.35 162,300 225,290 - 73,310 - 73,310 746 / UAL Office & Medical Airline Support 72,644 1.67 13,183 - - 26,049 - 26,049 750 / UAL Hangar 5/5A Aircraft Maintenance 1,129,810 25.94 159,260 837,447 - 89,265 - 89,265 761 / Ground Run-up Aircraft Maintenance 72,695 1.67 1,500 71,195 - - - - Remote Terminal Parking – North - - - - - 1,026,547 - 1,026,547 Total 3,743,497 85.95 689,059 1,744,827 - 1,422,583 - 1,422,583 Source: 1994 Photogrammetry Base Map (1993 photography/1994 transfer to digital CAD format); 2002 Photogrammetry; and CAD Services. Prepared by: Ricondo& Associates, Inc. O’Hare Modernization Program 42 January 2003 Project Definition DRAFT O’Hare International Airport 7. Landside and Airport Access The landside and airport access improvements associated with OMP are primarily needed to support development on the west side of the Airport, including the new West Terminal. The ALP contains numerous future elements on the east side of the Airport as well. Many of these east side elements were contained on the approved May 2002 ALP, some of which have been refined during the OMP planning effort. The following discusses landside and airport access elements to accommodate growth projected for the OMP planning horizon, and summarizes, where appropriate, other landside and airport access elements contained on the previously approved ALP as well as identifying whether they have been refined during OMP planning. 7.1 Terminal Curbs OMP includes the development of terminal curbfront associated with New Terminal 7. Several other terminal curb improvements, as depicted on the approved May 2002 ALP and identified below, will remain as identified in previous programming efforts. The following summarizes anticipated future development efforts for all terminal curbfronts at O’Hare. • Existing Terminal 1 – The Terminal 1 curb will remain configured as it is today. • Existing Terminal 2 – The Terminal 2 curb will remain configured as it is today. • Existing Terminal 3 – The Terminal 3 curb will remain configured as it is today. • New Terminal 4 (as depicted on the approved May 2002 ALP) – Terminal 4, to remain as depicted on the approved May 2002 ALP, replaces existing Concourse L and connects to Terminal 3, allowing the integration of operations at both terminals. The approved May 2002 ALP includes redevelopment of a portion of the Terminal Core roadway in front of Terminal 4 as a curbfront supporting this new terminal. • Existing Terminal 5 – The Terminal 5 curb will remain configured as it is today. • New Terminal 6 (as depicted on the approved May 2002 ALP) – The curb for the proposed Terminal 6 will be configured as presented in the approved May 2002 ALP. To summarize, Terminal 6 will have an upper level (departures) and a lower level (arrivals) roadway. These curbs will extend the entire length of the terminal. The lower level curb will have three sets of lanes. The inner lanes (three) will accommodate city taxis and rental car buses, the middle lanes (two) will carry suburban taxis, limos and shuttles, and the outer lanes will carry private vehicles and vehicles from Terminal 5 exiting the Airport. The upper level will have four to five lanes. Access to and from the Terminal 6 curb areas will be configured as presented in the approved May 2002 ALP. • New Terminal 7 – The proposed West Terminal (Terminal 7) will have a similar curb layout as exists in the Core Terminal Area today. There will be an upper (departures) level roadway and a lower (arrivals) level roadway along the face of the 680-foot terminal. The upper level will have two sets of lanes, the first set having four lanes and the second set having three lanes. The lower level will have two sets of lanes with four lanes in each set. • Existing Bus/Shuttle Center – The Bus/Shuttle Center curb will remain configured as it is today. O’Hare Modernization Program 43 January 2003 Project Definition DRAFT