PURPOSE AND NEED VDOT

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Cory Richard
5 years ago
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1 PUPO A nhance the future movement of people, passenger services and air cargo traffic to and around ulles Airport and AA etro ilver ine by providing a limited access roadway facility to the west of the airport to serve the planned air cargo expansion, airport facilities and ilver ine extension; and educe congestion and improve capacity on the existing roadway network in the ulles outh area, west of ulles Airport. VO U AI AGO, PAG A O A IGA VIOA A

2 VO U AI AGO, PAG A O A IGA VIOA A VIOA OU / IA UI Air Quality Analysis using VO Air Quality Project-evel Analysis (ev. 18, ay 29 along with PA and FA Guidance oise Analysis using VO ighway raffic oise Impact Analysis Guidance anual (rev. 211 & FA ighway oise egulations 23 F 772 raffic Analysis ultural esource urvey (Architectural and Archaeological atural esources (etlands, Floodplains, hreatened and ndangered pecies, ildlife, ater Quality ocio-conomic / and Use Impacts Indirect and umulative ffects azardous aterials ection 4(f and 6(f properties ight-of-ay/elocations Farmland and oils

3 VO U AI AGO, PAG A O A IGA VIOA A U / P itizen Information eeting 1 JAUA 24, 213 API 4, 213 itizen Information eeting 2 AF nvironmental Assessment / otice of Availability A 213 JU 213 ocation Public earing

4 O-GOIG APOAIO UI VO: ulles oop (oute nvironmental Assessment VO: ri-ounty Parkway ocation tudy-nvironmental Impact tatement Office of Intermodal Planning and Investment: orthern Virginia orth-outh orridor orridor aster Plan Project Vision VO U AI AGO, PAG A O A IGA VIOA A

5 O O VG IG FOO OA BV OUOU OU VO U AI AGO, PAG A O A IGA VIOA A Brambleton 616 BAOK A A AFI 5 GO GU PIG VG I GU PIG BO IG IIG JO OB VG I IGO outh iding OUOU OU A A JO OB POJ tudy U Area AA ulles rade enter ashington ulles International Airport

6 AAIV 1: O-BUI VG I BO IG P 1878 oudoun ounty Parkway (VA 67 onstruction (4 anes ulles rade enter P 2654 Old Ox oad (VA / ulles oop econstruction idening to 4 anes O O VG I AFI Proposed Interchange JO OB GU PIG ashington ulles 5 P 1923 orthstar Blvd (VA 411/ ri-ounty Parkway onstruction (4 anes OA BV O PIG BV A A GO GU PIG P 2585 Gum prings oad (VA idening to 4 anes P 368 all edars Parkway xtension (4 anes Proposed Interchange IIG OUOU OU P 2875 U 5 Interchange at oudoun ounty Parkway outh iding P 196 U 5 idening to 6 anes VO U AI AGO, PAG A O A IGA VIOA A

7 AAIV 2: POPO OAIO I VG I BO IG P 1878 oudoun ounty Parkway (VA 67 onstruction (4 anes ulles rade enter P 2654 Old Ox oad (VA / ulles oop econstruction idening to 4 anes O O VG I 1' AFI AA estern ands xpansion Aviation upport oadway JO OB GU PIG ashington ulles 5 P 1923 orthstar Blvd (VA 411/ ri-ounty Parkway onstruction (4 anes OA BV O PIG BV A A GO GU PIG P 2585 Gum prings oad (VA idening to 4 anes P 368 all edars Parkway xtension (4 anes IIG OUOU OU P 2875 U 5 Interchange at oudoun ounty Parkway outh iding P 196 U 5 idening to 6 anes VO U AI AGO, PAG A O A IGA VIOA A

8 AAIV 3A: U OU 5 VA I VG I BO IG P 1878 oudoun ounty Parkway (VA 67 onstruction (4 anes ulles rade enter P 2654 Old Ox oad (VA / ulles oop econstruction idening to 4 anes O O VG I AFI AA estern ands xpansion Aviation upport oadway JO OB GU PIG ashington ulles 1' P 1923 orthstar Blvd (VA 411/ ri-ounty Parkway onstruction (4 anes OA BV O PIG BV A A GO GU PIG P 2585 Gum prings oad (VA idening to 4 anes 5 P 368 all edars Parkway xtension (4 anes IIG OUOU OU P 2875 U 5 Interchange at oudoun ounty Parkway outh iding P 196 U 5 idening to 6 anes VO U AI AGO, PAG A O A IGA VIOA A

9 AAIV 3B: OUOU OU: OUI APOAIO PA I VG I BO IG P 1878 oudoun ounty Parkway (VA 67 onstruction (4 anes ulles rade enter P 2654 Old Ox oad (VA / ulles oop econstruction idening to 4 anes O O VG I AFI AA estern ands xpansion Aviation upport oadway JO OB GU PIG ashington ulles 1' P 1923 orthstar Blvd (VA 411/ ri-ounty Parkway onstruction (4 anes OA BV O PIG BV A A GO 5 GU PIG P 2585 Gum prings oad (VA idening to 4 anes P 368 all edars Parkway xtension (4 anes IIG OUOU OU P 2875 U 5 Interchange at oudoun ounty Parkway outh iding P 196 U 5 idening to 6 anes VO U AI AGO, PAG A O A IGA VIOA A

10 IIG OIIO: AFFI G O O O F O or better Brambleton O Parcel Boundary Airport Boundary IG xisting raffic ignal 774 Average aily raffic Volume B O IG, xisting oadways O O Adesa,5 2 13, I,5 G 21 V I F ashington ulles P IG 31, 5 P I G 3,5 OA BV OUOU OU A 5 17, A 16, O B GU JO 9, A 36, GU 5 13,5 eve l of e rvic e ( O O A Free Flow I I G outh iding O B Unimpeded Flow A evels of ervice (O A 4, O table Flow O Approaching Unstable Flow O Unstable Flow O F Breakdown Flow evel of service (O is a measure used to describe traffic operations with O A representing the best or free flowing conditions and O F representing the worst or very congested conditions. O is shown for the worst peak hour and peak direction. VO P I I A A A I iles U AI AGO, PAG A O A IGA VIOA A

11 AAIV 1: AFFI (A 24 G O or better O O O F Airport Boundary IG B O 36,8 OU O U O U P Average aily raffic Volume, O Proposed Interchange Brambleton Parcel Boundary IG Planned P Improvement xisting oadways xisting raffic ignal to emain K 1 33,,6 23 O A F 14,9 I I 3 B GU 16,8 44, O ashington ulles OA BV A 67, 6 P IG 7,2 5 A OUOU OU 31,3 JO P IG 25, 3 G Adesa 61, V O 14, GU 4 58, 4 A 5 P 2,1 A ev el o f erv ice (O K O A Free Flow I I G outh iding O B Unimpeded Flow 1,4 evels of ervice (O O table Flow O Approaching Unstable Flow O Unstable Flow O F Breakdown Flow evel of service (O is a measure used to describe traffic operations with O A representing the best or free flowing conditions and O F representing the worst or very congested conditions. O is shown for the worst peak hour and peak direction. VO P I I A A A I iles U AI AGO, PAG A O A IGA VIOA A

12 AAIV 2: AFFI (A 24 G Airport Boundary 774 Proposed Interchange ocation tudy orridors O or better O O O F IG B O 34,3 OU O U OU 67 Average aily raffic Volume, O Alternative 2 Brambleton Parcel Boundary IG Planned P Improvement xisting oadways xisting raffic ignal to emain P 2 39, K 34,7 O O Adesa, , 1 F A 33, 1 I I AA estern ands xpansion Aviation upport oadway P IG GU 2 17,2 32, 45, 9 IG 56,9 A OUOU OU 5 A ashington ulles B V O B O A,8 JO 37 G 16,3 4, V P 12, GU 3 54, 6 A 5 P 18,1 A eve l of e rvic e ( O K O A Free Flow I I G outh iding O B Unimpeded Flow 7,5 evels of ervice (O O table Flow O Approaching Unstable Flow O Unstable Flow O F Breakdown Flow evel of service (O is a measure used to describe traffic operations with O A representing the best or free flowing conditions and O F representing the worst or very congested conditions. O is shown for the worst peak hour and peak direction. P I I A A A I iles VO U AI AGO, PAG A O A IGA VIOA A

13 AAIV 3A: AFFI (A 24 G Airport Boundary Proposed Interchange O or better ocation tudy orridors O O O F Parcel Boundary Alternative 3A O Planned P Improvement IG xisting raffic ignal to emain Brambleton xisting oadways IG O B 39,5 Average aily raffic Volume, OU OU O U 67 P K 37, O O Adesa, , 8 25, A B V P IG ashington ulles oute 5 levated JO P IG 12, O B 58, 4 GU Parallel - 29,9 VA /P - 49,1 lev U. - 28, ,5 OUOU OU 5 A A A A 5 19,8 P eve l of e rvic e ( O O A Free Flow K I I G outh iding O B Unimpeded Flow evels of ervice (O AA estern ands xpansion Aviation upport oadway 15,4 GU oute 5 levated A O,9 I lev U. - 28, , FI G 17,7 Parall el 1 3 VA 6,7 6/P - 6,8 V 9,9 O table Flow O Approaching Unstable Flow O Unstable Flow O F Breakdown Flow evel of service (O is a measure used to describe traffic operations with O A representing the best or free flowing conditions and O F representing the worst or very congested conditions. O is shown for the worst peak hour and peak direction. VO P I I A A A I iles U AI AGO, PAG A O A IGA VIOA A

14 A A P K 73,9 21,6 AAIV 3B: AFFI (A 24 G IGO xisting oadways Planned P Improvement xisting raffic ignal to emain Parcel Boundary Brambleton Alternative 3B Airport Boundary 774 Proposed Interchange ocation tudy orridors O or better O 67, O Average aily raffic Volume O F BO IG OUOU OU 39, 38,8 O O Adesa 23,6 12,9 AFI 14,9 VG I 71,5 AA estern ands xpansion Aviation upport oadway 35,6 25,3 OA BV JO OB A A 53,5 GU PIG 17, 34,1 5 71, OUOU OU ashington ulles GU PIG 15,2 58, 5 evel of ervice (O O A Free Flow IIG outh iding O B Unimpeded Flow 9,95 evels of ervice (O O table Flow O Approaching Unstable Flow O Unstable Flow O F Breakdown Flow evel of service (O is a measure used to describe traffic operations with O A representing the best or free flowing conditions and O F representing the worst or very congested conditions. O is shown for the worst peak hour and peak direction. PIIA AAI iles VO U AI AGO, PAG A O A IGA VIOA A

15 VI 23 OUI APOAIO PA OUOU OU: OUI APOAIO PA JFF O G F B I e ed Fr r ic A P O V I V O AO OVVI un A OU AI I B GAP P K A I A A PA BV U8 BV I U2 A A K I BV A O. OU O U U PA IFI U U2 U2 O U O AV c n te 28/I ail tation un t o fax A P O A I A O U A QU A OU A VI GA PO GA B A BV O F A O K P VA I O. P IG PI A A A U1 G O K Fa ir A IG AI A U AIGO U IAIOA AIPO B G A B V A I G AG VI I I U A B y, VA POOA VI ulles Airport ail tation G U / c n BA 4 IO V O BV VI P K O G ( FO U 1 iles 2 3 PI ( GU / PI G O. ocation ap 6 OU VA O OP O. OUOU O 4 un ty, o JO O O OP O illi am te ail tation U8 A U O A 6 c n O O IG O B OO P A BV I I G U2 G V B A O A A Pr POJ U AA in ce O B V AIB O K P AIBO A B V JA OO BV O U I. I V I I OO V I OO JA K I A 8 A BV OO A 6 A A I A I OK AI A K O G A A G A O K U8 I AV V PO B VO U 4 O Virginia GA O te 772 ail tation A P OO U OU GOU O B O BA (G I A I I O P O O A I A 4 B JO AGOK A O B A I PIFI O: A. he alignments and other design characteristics of rosstrail Boulevard and ochran ill oad will be studied in consultation with the own of eesburg and VO. B. dwards Ferry oad will be studied for alternate typical sections in consultation with the own of eesburg and VO and with consideration of historic and scenic resources.. ocation of the oute 7/oute 69 Interchange to be determined by a later study in consultation with the own of Purcellville and VO. A estern ollector oad is being considered in this vicinity by the own of Purcellville as part of it ongoing planning efforts. ounty consideration of this proposed facility is pending completion of the own Plan.. ocal access, interchange locations and ultimate alignment of oute between oute 28 and oudoun ounty Parkway to be determined by later study with consideration of adjacent development/stakeholders.. ocation of the estern ound ill oute 7 Interchange and six lane transition to be determined by a later study in consultation with the own of ound ill and VO. F. Grade separated options at the intersection of oute 5 and oute 69 to be explored by a later study. G. he planned road network in the area bounded by the ulles oll oad, oute 28, oute and the Fairfax ounty line was determined in coordination with Fairfax ounty and the own of erndon. he planned road network was incorporated into the ountywide ransportation Plan as part of PA 29-1, oute 28 Keynote mployment Policies.. ooreview Parkway to be constructed as a section between roson ane and Old yan oad to function as a section in tandem with the parallel segment of Old yan oad. I. An alignment study will need to be performed to determine the ultimate alignment of ockridge oad. J. An alignment study will need to be performed to determine the ultimate alignment of iverside Parkway and exington rive in this vicinity. K. Grade separated and/or rotary options at the intersection of U oute 15 (eesburg Bypass and U oute 15 Business (orth King treet to be explored by later study.. Functionality of planned interchanges within the oute 5 limited access corridor between oudoun ounty Parkway and orth tar Boulevard to be reviewed by later study. GA O: 1. Planned roadway alignments shown are conceptual and subject to further engineering. Alignments will be further refined as part of the planning process and through the land development application process. 2. For information on specific transportation policies, see the ountywide ransportation Plan. 3. For additional information concerning specific roadways, see the Planning Guidelines for ajor oadways, Appendix 1 for the ransportation Plan. 4. eference own Plans for specific roadways and their elements within town limits. 5. he Freeway network will be considered for further study of alternate lane operations which may include the dedication of highoccupancy vehicle and/or express busway use when new lanes are added. U3 V IBUG O A 4 O G I I OB 4 JO OB K JO APO c n B A AV U OO A I F OO A G V OF G OO K P U FA I G P FAU I y, VA V FO ount K I B FA BV IG BO B U U O P U2 A U K BV I 4 I IG AA BO A I VG. 4 I F O G FO A I A Potomac iver IV B A GA 4 O I O UI O I A. I O KI VI U O AI VA J V 4 B I U U8 U ABU2 I I O OF 8 B O ounty, K uburban Policy Area ommunities, ransition Policy Area and own Joint and anagement Areas (JA are shown with shaded backgrounds. me ry G A P K VI B V U A A A U8 A I t go U O P K on B A V B A G A O FO K O OI AA U8 A B PO B O O I AI K V V A I &O AI IIG PO I J A FO IV BA FI K A U I U U. G BP KI I BU G P I G I BUG ty, un o O AI B P K A O OP P K FI FOGG F A BP B O G I PA OAI AIO c n BA BU O POPO OAI AIG O. PUVI A 32 PUVI efer to Appendix 1 for ight-of-ay idths AI O OOIA O U I BV G. IV K 8 B KI AI B AIO OOIA A I. AK IO A A AI 6 O. A I O 8 V. AI JA OO OOGOV I G U2 4 OU OU. OU O OU I 7 BI J A O B O I B U = UBA (urb & Gutter = UA (houlder & itch = IA IVI = OA OF A UIA OAA GO IG O JA O I U2 A A OO A A A I PO O A IBOO AI O U Jefferson I IIG/PA IAG IIG/PA PAIA IAG IIG/PA OUABOU VIGIIA I BA POPO I BA I O nty, ou I V B (ee ote 4 (ee ote 5 F O O PA A A G O O PO 4OA uier Fauq 23 PA OF A 1 A 8 A 6 A 4 A 3 A 2 A FA ty, o O P OA k II AOP JU 15, 21 A OUG A 2, 212 rke la OAA his map reflects PA revisions PA 29-1, PA 21-1, and PA eters 2, 1, 4, 3, U AI AGO, PAG A O A IGA VIOA A

OUOU OU A U AIPO: PA A U oudoun ounty Planned and Use Airport and Use esidential

istrict ore Industrial xtractive Industry Keynote mployment ural ransition Area ounty

Airport Access orridor Public Automobile Parking Air argo General Aviation Airline

Buffer Zone Open pace oute 28 egional istrict Facilities Airport Boundary ore

Industrial Industrial Industrial AA estern ands xpansion Aviation upport oadway

65 esidential ransition area 62 28 ocation tudy orridors Alternative 2 Alternative 3

16 OUOU OU A U AIPO: PA A U oudoun ounty Planned and Use Airport and Use esidential Airfield igh ensity esidential Passenger erminal Business ybrid etail enter oute 28 istrict ore Industrial xtractive Industry Keynote mployment ural ransition Area ounty Boundary Broadlands esidential Business 267 Ashburn Keynote mployment Business 625 Airport Access orridor Public Automobile Parking Air argo General Aviation Airline upport Airport upport 28 eserved for Aviation evelopment on-aviation ommercial Airport Buffer Zone Open pace oute 28 egional istrict Facilities Airport Boundary ore esidential ational Air and pace useum ransition area 772 ural 774 Brambleton Industrial Industrial Industrial AA estern ands xpansion Aviation upport oadway Business ybrid etail enter xtractive Industry ashington ulles outh iding 5 Industrial 65 esidential ransition area ocation tudy orridors Alternative 2 Alternative 3 Alternative 3A Alternative 3B AA Future xpansion Planned etro ail AA ilver ine tation hantilly VO U AI AGO, PAG A O A IGA VIOA A

17 A Alternative 2 Alternative 3A VG I Alternative 3B tream etland 1 ear Floodplain BO IG UPP BOA U A ulles rade enter atershed Boundary Geologic Fault ine O FOK BOA U A O O AIO BA A VG I AFI JO OB GU PIG OU FOK BOA U A ashington ulles OA BV OU FOK BOA U A O PIG BV A A GO 5 GU PIG KIK U A OUO OU ABI BA O 1 A UB U A A BA A FO BA A IIG BU U A outh iding VO U AI AGO, PAG A O A IGA VIOA A

TOWN OF HOPEDALE, MASSACHUSETTS

TOWN OF HOPEDALE, MASSACHUSETTS F, U B ocation: It is in astern assachusetts, bordered by ilford on the northeast, Bellingham on the east, endon on the south and west, and Upton on the northwest. is 2 miles southeast of orcester and