Segment 8.1. Segment 7. Segment 8.1A. Segment 6. Segment 5. Segment 4. Segment 2 Segment 3. Segment 1. Newberg. Dundee. Dayton

Size: px
Start display at page:

Download "Segment 8.1. Segment 7. Segment 8.1A. Segment 6. Segment 5. Segment 4. Segment 2 Segment 3. Segment 1. Newberg. Dundee. Dayton"

Transcription

1 Willamette & Pacific Railroad e t t e W i l l a m R i v e r v e r Note: For Segments 3, 4, 5, and 7, one design option would be selected from among the options within that segment. Y a m h i l l R i Segment 1 A B Segment 4 Design s Segment 5 Design s 5.1C.2 5.1D.2 5.2D Segment 8.1A Segment 7 Design s 7.4C 7.5C Segment 8.1 Segment 6 Segment 2 Segment 3 Design s 3.A 3.A2 3.B 3.B2 s 6th Street 8th Street 10th Street Segments 1, 2, 6, 8.1, and 8.1A do not have design options. Segments 1 and 3 have local circulation options. Figure Build Alternative Segments Miles MapID: DEIS_FullExtent_BuildAlternativeSegments.mxd Print Date: March 2010 File Path: N:\B_TaskProcessing\Revised_DEIS_08\MXD\EIS_07\Chapter2_Alternatives\DEIS_Segements Index.mxd, Date: April 11, :09:43 AM

2 Roadway Design s Source: Bypass Alternatives Screening Report, ODOT Bypass 2-29 Tier 2 FEIS Chapter 2. Alternatives

3 Interchange Design s Diamond Interchange The simplest and perhaps most common type of interchange. This interchange has two on-ramps and two off-ramps and forms the shape of a diamond when viewed from the air. Partial Cloverleaf Interchange A form of interchange that uses loop ramps instead of diagonal ramps for high volume traffic movements. The loop ramp can eliminate the need for traffic control (stop sign or traffic signal) where the ramp meets the cross street. Directional Interchange A highway-to-highway grade separated interchange that directly connects major traffic movements. Source: ODOT Bypass Tier 2 FEIS Chapter 2. Alternatives

4 BLANCHARD LN SOKOL BLOSSER LN F a r y i l l R i v e r RIVERWOOD RD BREYMAN ORCHARDS RD b u t Y a m h T r i T r i b u t a r y G Y a m h i l l R. M i l l e r C e e k r e r i v H STOLLER RD Common to s A & B for Segment 1 STOLLER RD MCDOUGALL RD Willamette & Pacific Railroad KREDER RD R l Y a m T r i l h i KREDER RD r y a b u t A KREDER RD OAK ST FIR ST 1ST ST MAIN ST FERRY ST HURCH ST Common to s A & B for Segment 1 KREDER R Figure Build Alternative Segment 1: Interchange ,200 1,600 2,000 Locator Y a m B l l h i R i KREDER RD v e r OAK ST R ST 1ST ST MAIN ST Y ST CH ST 4 Urban Growth Boundary () Bypass Approved Corridor Railroad Segment 1 s Segment 1 Right-of-Way Segment 2 Segment 2 Right-of-Way Bridges, s, or Undercrossings Map ID: DEIS_Base_8x11_Ch2.mxd Print Date: March 2010 See Inset Inset B Ferry Street Bridge A for Segment 1 Y a m h i l l R i Y a m h i l l R i v e r v e r ALLEY 4TH ST AIN ST MILL ST 5TH ST

5 Segment 1: Interchange Segment 1 is the Interchange (see Figure 2.2-2). There are no design options but there are two local circulation options in this segment. The Interchange provides connections between Oregon 99W and the Bypass (Oregon 18). This is a partial cloverleaf interchange that serves all vehicle movements to and from the Bypass (Oregon 18) and Oregon 99W. The interchange has a single loop on-ramp in the southwestern quadrant for traffic entering the Bypass eastbound. The other three ramps provide access for all other traffic movements to and from the Bypass, Oregon 18, and Oregon 99W. structures and bridges associated with the Interchange include: Interchange structure over the Bypass and the railroad that allows eastbound and westbound Bypass traffic to access eastbound and westbound Oregon 99W. Possible access to Kreder Road and (see local circulation options below). Bypass over Miller Creek. Bypass and a local access road from Riverwood Road over Yamhill River Tributary F and Tributary G. s Local circulation options in Segment 1 are designed to reconnect local roads disrupted by the Bypass. A A includes a connection of Kreder Road to the interchange. B B includes a Ferry Street extension and a new bridge across the Yamhill River, instead of a direct connection of Kreder Road. Features Common to Both s Close Kreder Road across Oregon 18 and build the connection of Kreder Road under Oregon 18. Improve the condition of existing Kreder Road. Differences Between s The difference between the two local circulation options is whether or not Kreder Road is connected to the interchange to serve or is extended across the Yamhill River and connected to Ferry Street Bypass Tier 2 FEIS Chapter 2. Alternatives

6 Gun Club Building T r i b u t a r y G ELM S GER RD OAK ST 9TH s C r e e k ASH ST 10TH S u t a r y B 3TH ST 12TH ST MYRTLE CHARLE PARKS DR CROSS CREEK RD Willamette & Pacific Railroad H e FULQUARTZ LANDING RD H e s s C r e e k T r i b u t a r y A e k s s C r e D u n d e e D u n d e e FULQUARTZ LANDING RD CRAWFORD LN W i l l a m e TRUNK RD SHEPHERD RD DIXON LN U n n a m e d S t r e a m 1 RIVERWOOD RD Fulquartz Landing Rd West Crossing Fulquartz Landing Rd East Crossing & Local Circulation Locator Figure Build Alternative Segment 2: Interchange to Urban Growth Boundary () Segment 1 Right-of-Way Segment 2 Bypass Approved Corridor Segment 2 Right-of-Way Railroad Design 3.A Right-of-Way ,200 1,600 2,000 Bridges, s, or Undercrossings Map ID: DEIS_Base_8x11_Ch2.mxd Print Date: March 2010 BLANCHARD LN MIT RD Y a m h i l l R.

7 Segment 2: Interchange to Urban Growth Boundary () Segment 2 (see Figure 2.2-3) begins east of the Interchange between Yamhill Tributaries F and G and continues to the city limits and. There are no design options or local circulation options in this segment. In this segment the Bypass is at-grade, with a landscaped (grass and shrubs) median about 42 feet wide. structures and bridges in Segment 2 include: From west to east, the Bypass crosses over Yamhill River Tributary G, Unnamed Stream 1, Hess Creek, and Hess Creek Tributary A. Local road crosses over the Bypass and the railroad at Riverwood Road and Fulquartz Landing Road (west). Fulquartz Landing Road (west) over Oregon 99W. Fulquartz Landing Road (east) over the Bypass. The local circulation changes in Segment 2 (see Figure 2.2-3) realign local roads where the Bypass disrupts connections to Oregon 99W. Frontage roads provide driveways to properties where the Bypass or realignment of local roads changes existing property access. Riverwood Road, Fulquartz Landing Road (west), and Fulquartz Landing Road (east) are reconnected on structures over the Bypass. Crawford Lane is realigned to reconnect with Fulquartz Landing Road (west). Fulquartz Landing Road (west) crosses over Oregon 99W on a structure to connect to Trunk Road. Fulquartz Landing Road (east) is realigned to cross over the Bypass outside of the city limits and and connect with Parks Drive. A frontage road along the Bypass provides driveways to two properties west of Riverwood Road. Another frontage road along the Bypass north of Fulquartz Landing Road (west) provides driveways to the Gun Club and nearby properties Segment 3: to East Interchange Segment 3 has four design options and three local circulation options. All design options are within the (see Figure through Figure 2.2-7). As illustrated below, the design options with berms screen the views of the Bypass from adjacent locations; however, people traveling on the Bypass have limited views of the surrounding area. The design options without berms do not screen the Bypass and allow people traveling on the Bypass to view the surrounding area. Source: ODOT Bypass Tier 2 FEIS Chapter 2. Alternatives

8 Design s Design s 3.A and 3.A2 In both of these design options the Bypass is depressed 8 to 12 feet below-grade. Design 3.A does not include berms, while Design 3.A2 includes 6- to 8-foot-tall berms located at the top of the cut slope (see Figure and Figure 2.2-5). Design s 3.B and 3.B2 In both of these design options the Bypass is at-grade. Design 3.B does not include berms, while Design 3.B2 includes 6- to 8-foot-tall berms (see Figure and Figure 2.2-7). Features Common to All Design s Bypass roadway location. Landscaped 42-foot-wide median. Bridges over Unnamed Stream 2. Differences Between Design s Berms (3.A2 and 3.B2) screen the views of the Bypass from adjacent locations; however, people traveling on the Bypass have limited views of the surrounding area. Without berms (3.A and 3.B), the Bypass is not screened and people traveling on the Bypass can view the surrounding area. Depressed (3.A and 3.A2) or at-grade (3.B and 3.B2) Bypass roadway. The Bypass divides properties between and the Willamette River in Segment 3. The local circulation options (see Figure through Figure 2.2-7) re-establish a road connection between and properties between the Bypass and the Willamette River area by constructing a local street overcrossing near existing 6th, 8th, or 10th Streets. These changes vary slightly depending on whether the Bypass is depressed or at-grade. If the Bypass is at-grade, the overcrossing will be higher to cross the Bypass than if the Bypass were depressed Segment 4: East Interchange Segment 4 has two design options for the East Interchange and no local circulation options (see Figure and Figure 2.2-7). This interchange serves vehicle movements between the Bypass and Oregon 99W via the East connector road. Bypass 2-35 Tier 2 FEIS Chapter 2. Alternatives

9 l 10TH ST JAMES ST MICHELLE ST GTON ST FRONTIE COLLEGE ST SCHOOL ST FRYER HILL RD e k e 14 WATERFRONT ST GLE N HOLLO W DR UPLAND DR VIEW 2ND ST SCOTSMAN CT 6TH ST VIEW CREST DR BOYSEN LN LOGAN LN FOX FARM RD r IONE ST ALPINE ST CHERRY ST PLUM ST PEACH ST CHARDONAY ST VIEWMONT DR LAUREL ST 1ST ST MAPLE ST LINDEN LN CEDAR ST MAPLE ST 8TH ST JAMES CT 8TH ST FIR ST OAK ST 10TH ST ASH ST PARKS DR RD ELEVENTH ST EDWARDS DR BIRCH ST HEMLOCK ST SPRUCE ST BRIER AVE HAWTHORNE CT DOGWOOD DR MEADOWS LOOP PIERCE DR HIDDEN MEADOWS RD LOGGER LN e m C a WILDWOOD RD TRILLIUM LN e h h C RAMSEY RD DAYTON AVE 1ST ST HAGEY RD 2ND ST WALNUT AVE EWMONT DR C h e h a le m C r e e k, Tr ib uta r y A C h e h a l em C re e k, Tr i bu t ar y B East Connector Road 2ND PL 3RD ST SE 3RD ST 5TH ST CARMEN HEIGHTS DR Columbia Empire Farms Columbia Empire Farms 6th Street Willamette & Pacific Railroad 9TH ST 8th Street 9TH ST ELM ST Semi-Depressed with Berms (3.A2) for Segment 4 13TH ST H e s s C r e e k T r i b u t a r y B 12TH ST SW 13TH ST Semi-Depressed without Berms (3.A) FULQUARTZ LANDING RD MYRTLE ST CHARLES ST 10th Street At-Grade for Segment 4 Willamette River Fulquartz Landing Rd East Crossing U n n a m e d S t r e a m 2 H e s s C r e e k T r i b u t a r y A Gun Club Building Relocated Fox Farm Road Connection to Oregon 99W Relocated Avenue Connection to Oregon 99W ST 6th Street 8th Street T Semi-Depressed with Berms (3.A2) Semi-Depressed without Berms (3.A) 10th Street At-Grade Inset See Inset Figure Build Alternative and Design s Segment 3 and 4: to East Interchange Design s: 3.A, 3.A2, and 4.1 Urban Growth Boundary () Bypass Approved Corridor Railroad Bridges, s, or Undercrossings At-Grade Bridge Footprint* Semi-Depressed Bridge Footprint* * Of the three overcrossing options, only one will be chosen. Locator Segment 2 Segment 2 Right-of-Way ,200 1,600 2,000 Design 3.A Right-of-Way Design 3.A2 Right-of-Way Segment 4 Design 4.1 Right-of-Way Segment 5 Design s 5.1C.2 and 5.1D.2 Right-of-Way Map ID: DEIS_Base_8x11_Ch2.mxd Print Date: March 2010

10 l 14 10TH ST JAMES ST MICHELLE ST GTON ST FRONTIE COLLEGE ST SCHOOL ST FRYER HILL RD e k e WATERFRONT ST GLE N HOLLO W DR UPLAND DR VIEW 2ND ST SCOTSMAN CT 6TH ST VIEW CREST DR BOYSEN LN LOGAN LN FOX FARM RD r IONE ST ALPINE ST CHERRY ST PLUM ST PEACH ST CHARDONAY ST VIEWMONT DR LAUREL ST 1ST ST MAPLE ST LINDEN LN CEDAR ST MAPLE ST 8TH ST JAMES CT 8TH ST FIR ST OAK ST 10TH ST ASH ST PARKS DR RD ELEVENTH ST EDWARDS DR BIRCH ST HEMLOCK ST SPRUCE ST BRIER AVE HAWTHORNE CT DOGWOOD DR MEADOWS LOOP PIERCE DR HIDDEN MEADOWS RD LOGGER LN e m C a WILDWOOD RD TRILLIUM LN e h h C RAMSEY RD DAYTON AVE 1ST ST HAGEY RD 2ND ST WALNUT AVE EWMONT DR C h e h a le m C r e e k, Tr ib uta r y A C h e h a l em C re e k, Tr i bu t ar y B East Connector Road 2ND PL 3RD ST SE 3RD ST 5TH ST CARMEN HEIGHTS DR Columbia Empire Farms Columbia Empire 6th Street Farms Willamette & Pacific Railroad 9TH ST 8th Street 9TH ST ELM ST Semi-Depressed with Berms (3.A2) 13TH ST H e s s C r e e k T r i b u t a r y B 12TH ST SW 13TH ST Semi-Depressed without Berms (3.A) FULQUARTZ LANDING RD MYRTLE ST CHARLES ST 10th Street At-Grade Willamette River Fulquartz Landing Rd East Crossing U n n a m e d S t r e a m 2 H e s s C r e e k T r i b u t a r y A Gun Club Building Relocated Fox Farm Road Connection to Oregon 99W for Segment 4 for Segment 4 Relocated Avenue Connection to Oregon 99W ST 6th Street 8th Street T Semi-Depressed with Berms (3.A2) Semi-Depressed without Berms (3.A) 10th Street At-Grade Inset See Inset Figure Build Build Alternative Alternative and and Design Design s s Segment 3 and 4: to East Interchange Interchange Design s: 3.A, 3.A2, and Urban Growth Boundary () Bypass Approved Corridor Railroad Bridges, s, or Undercrossings At-Grade Bridge Footprint* Semi-Depressed Bridge Footprint* * Of the three overcrossing options, only one will be chosen. Map Locator At-Grade Segment Bridge Footprint* 5 Semi-Depressed Design s Bridge 5.1C.2 Footprint* and 5.1D.2 Right-of-Way * Of the three overcrossing options, only one will be chosen ,200 1,200 1,600 1,600 2,000 2,000 Segment 2 Segment 2 Right-of-Way Design 3.A Right-of-Way Design 3.A2 Right-of-Way Segment 4 Design 4.2 Right-of-Way ID: DEIS_Base_8x11_Ch2.mxd Print Date: March 2010

11 l 14 10TH ST JAMES ST MICHELLE ST GTON ST FRONTIE COLLEGE ST SCHOOL ST FRYER HILL RD e k e WATERFRONT ST GLE N HOLLO W DR UPLAND DR VIEW 2ND ST SCOTSMAN CT 6TH ST VIEW CREST DR BOYSEN LN LOGAN LN FOX FARM RD r IONE ST ALPINE ST CHERRY ST PLUM ST PEACH ST CHARDONAY ST VIEWMONT DR LAUREL ST 1ST ST MAPLE ST LINDEN LN CEDAR ST MAPLE ST 8TH ST JAMES CT 8TH ST FIR ST OAK ST 10TH ST ASH ST PARKS DR RD ELEVENTH ST EDWARDS DR BIRCH ST HEMLOCK ST SPRUCE ST BRIER AVE HAWTHORNE CT DOGWOOD DR MEADOWS LOOP PIERCE DR HIDDEN MEADOWS RD LOGGER LN e m C a WILDWOOD RD TRILLIUM LN e h h C RAMSEY RD DAYTON AVE 1ST ST HAGEY RD 2ND ST WALNUT AVE EWMONT DR C h e h a le m C r e e k, Tr ib uta r y A C h e h a l em C re e k, Tr i bu t ar y B East Connector Road 2ND PL 3RD ST SE 3RD ST 5TH ST CARMEN HEIGHTS DR Columbia Empire Farms Columbia Empire 6th Street Farms Willamette & Pacific Railroad 9TH ST 8th Street 9TH ST ELM ST At-Grade with Berms (3.B2) 13TH ST H e s s C r e e k T r i b u t a r y B 12TH ST SW 13TH ST At-Grade without Berms (3.B) FULQUARTZ LANDING RD MYRTLE ST CHARLES ST 10th Street At-Grade Willamette River Fulquartz Landing Rd East Crossing U n n a m e d S t r e a m 2 H e s s C r e e k T r i b u t a r y A Gun Club Building See Inset Relocated Fox Farm Road Connection to Oregon 99W for Segment 4 for Segment 4 Relocated Avenue Connection to Oregon 99W ST 6th Street 8th Street T At-Grade with Berms (3.B2) At-Grade without Berms (3.B) 10th Street At-Grade Inset Figure Build Alternative and Design s Segment 3 and 4: to East Interchange Design s: 3.B, 3.B2, and 4.1 Urban Growth Boundary () Bypass Approved Corridor Railroad Bridges, s, or Undercrossings At-Grade Bridge Footprint* * Of the three overcrossings options, only one will be chosen. Locator ,200 1,600 2,000 Segment 2 Segment 2 Right-of-Way Design 3.B Right-of-Way Design 3.B2 Right-of-Way Segment 4 Design 4.1 Right-of-Way Segment 5 Design s 5.1C.2 and 5.1D.2 Right-of-Way Map ID: DEIS_Base_8x11_Ch2.mxd Print Date: March 2010

12 l 10TH ST JAMES ST MICHELLE ST GTON ST FRONTIE COLLEGE ST SCHOOL ST FRYER HILL RD e k e 14 WATERFRONT ST GLE N HOLLO W DR UPLAND DR VIEW 2ND ST SCOTSMAN CT 6TH ST VIEW CREST DR BOYSEN LN LOGAN LN FOX FARM RD r IONE ST ALPINE ST CHERRY ST PLUM ST PEACH ST CHARDONAY ST VIEWMONT DR LAUREL ST 1ST ST MAPLE ST LINDEN LN CEDAR ST MAPLE ST 8TH ST JAMES CT 8TH ST FIR ST OAK ST 10TH ST ASH ST PARKS DR RD ELEVENTH ST EDWARDS DR BIRCH ST HEMLOCK ST SPRUCE ST BRIER AVE HAWTHORNE CT DOGWOOD DR MEADOWS LOOP PIERCE DR HIDDEN MEADOWS RD LOGGER LN e m C a WILDWOOD RD TRILLIUM LN e h h C RAMSEY RD DAYTON AVE 1ST ST HAGEY RD 2ND ST WALNUT AVE EWMONT DR C h e h a le m C r e e k, Tr ib uta r y A C h e h a l em C re e k, Tr i bu t ar y B East Connector Road 2ND PL 3RD ST SE 3RD ST 5TH ST CARMEN HEIGHTS DR Columbia Empire Farms Columbia Empire 6th Street Farms Willamette & Pacific Railroad 9TH ST 8th Street 9TH ST ELM ST At-Grade with Berms (3.B2) 13TH ST H e s s C r e e k T r i b u t a r y B 12TH ST SW 13TH ST At-Grade without Berms (3.B) FULQUARTZ LANDING RD MYRTLE ST CHARLES ST 10th Street At-Grade Willamette River Fulquartz Landing Rd East Crossing U n n a m e d S t r e a m 2 H e s s C r e e k T r i b u t a r y A Gun Club Building Relocated Fox Farm Road Connection to Oregon 99W for Segment 4 for Segment 4 Relocated Avenue Connection to Oregon 99W ST 6th Street 8th Street T At-Grade with Berms (3.B2) At-Grade without Berms (3.B) 10th Street At-Grade Inset See Inset Figure Build Alternative and Design s Segment 3 and 4: to East Interchange Design s: 3.B, 3.B2, and 4.2 Urban Growth Boundary () Bypass Approved Corridor Railroad Bridges, s, or Undercrossings At-Grade Bridge Footprint* * Of the three overcrossings options, only one will be chosen. Locator ,200 1,600 2,000 Segment 2 Segment 2 Right-of-Way Design 3.B Right-of-Way Design 3.B2 Right-of-Way Segment 4 Design 4.2 Right-of-Way Segment 5 Design s 5.1C.2 and 5.1D.2 Right-of-Way Map ID: DEIS_Base_8x11_Ch2.mxd Print Date: March 2010

13 Design s Design 4.1 Design 4.1 (see Figure 2.2-6) is a diamond interchange with ramps serving the overpass in all directions. The acceleration lane for eastbound traffic entering the Bypass extends across Chehalem Creek. This bridge is wider than the one in Design 4.2 because the on-ramp merge lane extends onto the bridge. The eastern portion of the interchange will be either at-grade or semi-depressed, depending upon the design option selected in Segment 3. Design 4.2 Design 4.2 (see Figure 2.2-7) is a partial cloverleaf interchange with a single loop on-ramp in the southwestern portion of the interchange. The ramp serves traffic entering the Bypass eastbound. The other three ramps provide access for all other traffic movements to and from the Bypass. The eastbound on-ramp traffic merges onto the Bypass before the bridge over Chehalem Creek; as a result, this bridge is narrower than the one in Design 4.1. Design 4.2 also has fewer conflicting turn movements onto the East connector road than Design 4.1. Features Common to Both Design s East connector road location. Structures and bridges: o A crossing over the Bypass for a private farm road owned by Columbia Empire Farms. o The East connector road over Avenue, the railroad, and Oregon 99W. o Bypass westbound off- and on-ramps over Chehalem Creek Tributary A. o East connector road over the Bypass and Chehalem Creek Tributary A and B. o Bypass and eastbound on-ramp over a ravine. o Bypass over Chehalem Creek. Differences Between Design s Diamond vs. partial cloverleaf interchange design. Width of bridge over Chehalem Creek. Conflicting turn movements onto the East connector road with Design 4.1, but not with Design 4.2. In Segment 4, the East connector road requires the relocation of Fox Farm Road, Avenue, and Hagey Road (see Figure 2.2-6). Avenue connects to Oregon 99W at the new Fox Farm Road intersection. The Avenue railroad crossing is relocated and a signalized intersection is installed. In addition, a private overcrossing (over the Bypass) on an existing internal roadway is designed to provide farm equipment access to the portion of the Columbia Empire Farms separated by the Bypass Bypass Tier 2 FEIS Chapter 2. Alternatives

14 Segment 5: West to Oregon 219 Interchange Segment 5 (see Figure 2.2-8a and Figure 2.2-8b) has three design options and no local circulation options. This segment is located in southwestern, east of Chehalem Creek, and extends to the Oregon 219 Interchange. Design s Design s 5.1C.2 and 5.1D.2 have different Bypass roadway heights between Columbia and Waterfront Streets. Design 5.1C.2 Design 5.1C.2 (see Figure 2.2-8a) is fully depressed between College and River Streets; both streets and the railroad connection to SP Newsprint cross over the Bypass. The Bypass closes 11th Street between Columbia Street and Wynooski Road. The Bypass crosses the Hess Creek North ravine depressed beneath the Sportsman Airpark approach paths and continues semi-depressed to the Oregon 219 Interchange. structures and bridges in Design 5.1C.2 are: The Bypass crosses over Hess Creek North and Hess Creek Tributary C. The SP Newsprint railroad spur, College and River Streets, and Wynooski Road cross over the Bypass. Design 5.1D.2 Design 5.1D.2 (see Figure 2.2-8a) is above-grade on fill. The Bypass crosses over College and River Streets and the railroad connection to the SP Newsprint facility. Both streets and the railroad remain at their existing grades and locations. The Bypass closes 11th Street between Columbia Street and Wynooski Road. The Bypass crosses the Hess Creek North ravine depressed beneath the Sportsman Airpark approach paths and continues semi-depressed to the Oregon 219 Interchange. structures and bridges in Design 5.1D.2 are: The Bypass crosses over Hess Creek North, a Hess Creek Tributary C, the railroad, and College and River Streets. Wynooski Road crosses over the Bypass. Design 5.2D Design 5.2D (see Figure 2.2-8b) is above-grade on fill. In this design option, the section of the Bypass roadway between River Street and the relocated Wynooski Road is closer to SP Newsprint than in Design 5.1D.2, allowing 11th Street to remain open. The overcrossing structures and bridges in Design 5.2D are the same as those in Design 5.1D.2. Features Common to All Design s Bypass roadway location between River Street and relocated Wynooski Road. Bypass 2-41 Tier 2 FEIS Chapter 2. Alternatives

15 Tr ib ut a r y A for Segment 6 Local Circulation for Segment 6 r t h Willamette Riv er Columbia Empire Farms SP Newsprint Industrial PKWY Cul-de-sac Sandoz Rd Cul-de-sac SP Newsprint Circulation Figure 2.2-8a Build Alternative and Design s Segments 5 and 6: West to Oregon 219 Interchange Design s 5.1C.2, 5.1D.2 Urban Growth Boundary () Design 4.2 Right-of-Way Segment 5 Bypass Approved Corridor Design s 5.1C.2, 5.1D.2 & 5.2D Right-of-Way Bridges, s, or Undercrossings Railroad SP Newsprint Circulation Segment 6 0 Segment 6 Right-of-Way ,200 1,600 2,000 Design 7.4C Right-of-Way Map ID: DEIS_Base_8x11_Ch2.mxd Print Date: March 2010 Willamette & Pacific Railroad 5.1C.2 Below-Grade 5.1D.2 Above-Grade Locator Inset See Inset 10TH ST MILL PL WILLA

16 Tr ib ut a r y A for Segment 6 Local Circulation for Segment 6 r t h Willamette Riv er Columbia Empire Farms SP Newsprint Industrial PKWY Cul-de-sac Sandoz Rd Cul-de-sac SP Newsprint Circulation Figure 2.2-8b Build Alternative and Design s Segments 5 and 6: West to Oregon 219 Interchange Design 5.2D Urban Growth Boundary () Design 4.2 Right-of-Way Segment 5 Bypass Approved Corridor Design 5.2D Right-of-Way Bridges, s, or Undercrossings Railroad SP Newsprint Circulation Segment ,200 1,600 2,000 Segment 6 Right-of-Way Design 7.4C Right-of-Way Map ID: DEIS_Base_8x11_Ch2_2_2.8b.mxd Print Date: March 2010 Willamette & Pacific Railroad Locator Inset See Inset 10TH ST MILL PL WILLAM

17 Differences Between Design s Different Bypass roadway heights. Whether the Bypass crosses over local streets and railroad spur or local streets and railroad spur are on structures over the Bypass. Whether or not the Bypass shifts south onto SP Newsprint property to avoid closing 11th Street. Local circulation changes in Segment 5 (see Figure 2.2-8a and Figure 2.2-8b) keep connections across the Bypass for River and College Streets, the railroad spur, and Wynooski Road. The railroad spur is owned by SP Newsprint. Local roads and the railroad spur would remain open with limited disruptions during construction of the Bypass. On the north side of the Bypass, west of College Street, a new frontage road would provide driveways to three properties. For Design s 5.1C.2 and 5.1D.2, 9th Street is extended between Pacific Street and Wynooski Road, and Miller Place is extended to connect to the new part of 9th Street. On the south side of the Bypass, Waterfront and 14th Streets are relocated and reconnected to College Street. The north road entrance to SP Newsprint is reconfigured Segment 6: Oregon 219 Interchange Segment 6 (see Figure 2.2-8a and Figure 2.2-8b) has no design options or local circulation options. This is a partial cloverleaf interchange that serves all vehicle movements to and from the Bypass and Oregon 219. Loop ramps are located in the northwest and southeast quadrants of the interchange. Signalized ramp connections provide access to and from the Bypass and Oregon 219. The Bypass is semi-depressed under Oregon 219. Oregon 99W remains in the same location but is elevated on a structure. The Oregon 219 Interchange requires changes to several local roadways (see Figure 2.2-8a and Figure 2.2-8b). Wynooski and Wilsonville Roads are realigned to the south to connect with Oregon 219 at a new signalized intersection, providing a safer distance for the roads from the interchange. Oregon 219 is widened north and south of the interchange to five lanes: two travel lanes in each direction and a turn lane. Cul-de-sacs are constructed on Sandoz Road and Industrial Parkway, and Adolf Road is closed Segment 7: East to East Interchange Segment 7 (see Figure and Figure ) has two design options and no local circulation options. The segment begins east of the Oregon 219 Interchange and continues to the East Interchange. The Bypass roadway is semi-depressed east of Oregon 219, crossing Spring Brook Tributary A, under Fernwood Road, crossing Spring Brook and then connecting to the East Interchange. Fernwood Road remains in the same location but is elevated on a structure over the Bypass. Both design options have the same Bypass roadway locations and heights, except in the vicinity of Providence Hospital and Chehalem Glenn Golf Course. Between Oregon 219 and Fernwood Road, the Bypass is in the same location for both design options, but the alignment differs slightly by option north of Fernwood Road Bypass Tier 2 FEIS Chapter 2. Alternatives

18 RD QUARRY RD RICHARD LN BENJAMIN RD QUARRY REX Willamette & Pacific Rail r o a d SMITS LN LAKE SHORE DR Sp r i ng B r o in g B r ook for Segment 8.1 t ary B o k i bu S pr Tr VERITAS LN Spring Brook Tributary C OLD PARRETT MOUNTAIN RD SCHAAD VIEW CORRAL CREEK RD TRAILS END LN CORRAL CREEK RD SCHAAD SCHAAD RD ANNA LAUREN STREEDS LN BIRDHAVEN LOOP WESTLAKE LOOP HEATER ST COFFEY LN LOW DR GEMINI ST VITTORIA WAY DEBORAH RD BLUE HERON CT LEO LN MEADOW LN LIBRA ST MADRONA DR HAWORTH AVE AQUARIUS BLVD PECAN CT HADLEY RD NEWALL RD WALNUT AVE PORTLAND RD HARMONY LN KLIMEK LN DEBORAH RD PROVIDENCE DR HAYES ST OAK LEAF ST LITTLE OAK ST ELLIOTT RD S p ri n g Br o Tr i b u ta r y for Segment 8.1 for Segment 8.1A REX OLD HIGHWAY 99W e e k a r C r C e d k Tribu tary C GARLAND Washington Washington County County HAUGEN RD SCHAAD VIEW Yamhill Yamhill County County for Segment 8.1A for Segment 8.1 o k D Providence Hospital PORTLAND RD HAYES ST OAK HOLLOW DR t a r y A for Segment 8.1 Tr i b u S p r i n g Br o o k BUR OAK CT SPRINGBROOK RD OAK MEADOWS LOOP BRUTSCHER ST BURL ST ROYAL OAK ST WHITE OAK ST ACORN ST D ST CPRD Golf Course Figure Build Alternative and Design s Segment 7: East to East Interchange Segment 8.1: East Interchange Segment 8.1A: Rex Hill Design 7.4C Urban Growth Boundary () Segment 6 Right-of-Way Bypass Approved Corridor Railroad Bridges, s, or Undercrossings ,200 1,600 2,000 Design 7.4C Right-of-Way Segment 8.1 Segment 8.1 Right-of-Way Segment 8.1A Segment 8.1A Right-of-Way Map ID: DEIS_Base_8x11_Ch2.mxd Print Date: March 2010 G R A ND OAK DR FERNWOOD RD GREENLINK WAY FAIRWAY ST CADDY CT THE GREENS AVE MASTERS DR REAK DR FETTIG LN S p ri n g B r o o k Locator WILSONVILLE RD RD ) N LN See Inset Inset

19 RD QUARRY RD RICHARD LN BENJAMIN RD QUARRY REX Willamette & Pacific Rail r o a d SMITS LN LAKE SHORE DR Sp r i ng B r o in g B r ook for Segment 8.1 t ary B o k i bu S pr Tr VERITAS LN Spring Brook Tributary C OLD PARRETT MOUNTAIN RD SCHAAD VIEW CORRAL CREEK RD TRAILS END LN CORRAL CREEK RD SCHAAD SCHAAD RD ANNA LAUREN STREEDS LN BIRDHAVEN LOOP WESTLAKE LOOP HEATER ST COFFEY LN LOW DR GEMINI ST VITTORIA WAY DEBORAH RD BLUE HERON CT LEO LN MEADOW LN LIBRA ST MADRONA DR HAWORTH AVE AQUARIUS BLVD PECAN CT HADLEY RD NEWALL RD WALNUT AVE PORTLAND RD HARMONY LN KLIMEK LN DEBORAH RD PROVIDENCE DR HAYES ST OAK LEAF ST LITTLE OAK ST ELLIOTT RD S p ri n g Br o Tr i b u ta r y for Segment 8.1 for Segment 8.1A REX OLD HIGHWAY 99W e e k a r C r C e d k Tribu tary C GARLAND Washington Washington County County HAUGEN RD SCHAAD VIEW Yamhill Yamhill County County for Segment 8.1A for Segment 8.1 o k D Providence Hospital PORTLAND RD HAYES ST OAK HOLLOW DR t a r y A for Segment 8.1 Tr i b u S p r i n g Br o o k BUR OAK CT SPRINGBROOK RD OAK MEADOWS LOOP BRUTSCHER ST BURL ST ROYAL OAK ST WHITE OAK ST ACORN ST D ST CPRD Golf Course Figure Build Alternative and Design s Segment 7: East to East Interchange Segment 8.1: East Interchange Segment 8.1A: Rex Hill Design 7.5C Urban Growth Boundary () Bypass Approved Corridor Railroad Bridges, s, or Undercrossings ,200 1,600 2,000 Segment 6 Right-of-Way Design 7.5C Right-of-Way Segment 8.1 Segment 8.1 Right-of-Way Segment 8.1A Segment 8.1A Right-of-Way Map ID: DEIS_Base_8x11_Ch2.mxd Print Date: March 2010 G R A ND OAK DR FERNWOOD RD GREENLINK WAY FAIRWAY ST CADDY CT THE GREENS AVE MASTERS DR REAK DR FETTIG LN S p ri n g B r o o k Locator See Inset Inset WILSONVILLE RD RD ) N LN

20 Design s Design 7.4C Between Fernwood Road and the East Interchange, the Bypass crosses an undeveloped field east of Oak Meadows Loop, and is located closer to Providence Hospital than Design 7.5C (see Figure 2.2-9). Design 7.5C Between Fernwood Road and the East Interchange, the Bypass shifts east to minimize impacts to property owned by Providence Hospital. Design 7.5C crosses Chehalem Glenn Golf Course, which is owned by the Chehalem Park and Recreation District (CPRD) (see Figure ). Features Common to Both Design s Bypass roadway locations and heights, except in the vicinity of Providence Hospital and Chehalem Glenn Golf Course. Structures and bridges: o The Bypass over Spring Brook. o Bypass and truck lane over Spring Brook Tributaries A and B. o Fernwood Road over the Bypass. Differences Between Design s Impacts to Providence Hospital and Chehalem Glen Golf Course property. The intersection of Fernwood Road and Brutscher Street is raised to accommodate the Fernwood structure over the Bypass (see Figure and Figure ) Segment 8.1: East Interchange Segment 8.1 (see Figure 2.2-9) includes the East Interchange, improvements to existing Oregon 99W, and local circulation improvements. This section of the Bypass is fully access controlled with a raised median barrier. There are no design options or local circulation options. The interchange is a directional system interchange that provides free-flow movements between the Bypass and Oregon 99W. Westbound traffic heading toward on Oregon 99W (north of the Bypass) stays in the left lanes and continues onto the Bypass or exits in the right lanes via a new ramp to Oregon 99W. The ramp connects to existing Oregon 99W west of Benjamin Road. Eastbound traffic on Oregon 99W leaving is rerouted south of existing Oregon 99W to an entrance ramp that crosses under the Bypass and reconnects to Oregon 99W near Corral Creek Road. Traffic traveling on the Bypass continues through the interchange and enters Oregon 99W in the left lanes. A separate eastbound truck lane is provided going up Rex Hill for slow-moving trucks. The truck lane merges with eastbound Oregon 99W traffic entering Oregon 99W and continues up Rex Hill. The truck lane provides sufficient distance for eastbound truck traffic to merge with the Bypass traffic on Oregon 99W. structures and bridges in Segment 8.1 are: An overpass for the Bypass to cross over the eastbound Oregon 99W ramp onto the Bypass. Bypass 2-47 Tier 2 FEIS Chapter 2. Alternatives

21 A ramp from eastbound Oregon 99W to the Bypass over Spring Brook Tributary B. A ramp from the Bypass to westbound Oregon 99W over Spring Brook Tributary B. The Bypass and truck lane to cross over Corral Creek underpass. Several driveways and local road connections are disrupted by the Bypass in this segment. Local circulation changes (see Figure 2.2-9) extend Providence Drive north of Oregon 99W to connect with a new frontage road. The frontage road will connect to Rex Hill Winery and other properties that currently have approach roads or driveways onto Oregon 99W. Existing road connections from Corral Creek and Veritas Lane to Oregon 99W would be routed through an underpass under the Oregon 99W ramps and the Bypass to connect with the frontage road. Harmony and Klimek Lanes are realigned to connect to Providence Drive rather than Oregon 99W Segment 8.1A: Rex Hill In Segment 8.1A (see Figure ), there are no design options and no local circulation options. The Bypass reconnects with Oregon 99W on Rex Hill. Lanes are added to Oregon 99W in both directions to provide safe merging and separation of traffic movements at the interchange. The two lanes on Oregon 99W westbound widen to three lanes after Quarry Road. Continuing down Rex Hill on Oregon 99W, three lanes increase to four prior to the East Interchange. The two right lanes exit onto Oregon 99W; the others continue onto the Bypass. Eastbound, the truck lane merges into the second of the two lanes from eastbound Oregon 99W. These two lanes reconnect to the Bypass, forming four lanes. Continuing eastbound, the two right lanes merge, creating a three-lane section that continues over Rex Hill. Then the resulting two right lanes merge again into a two-lane section just west of the new location of Old Parrett Mountain and Haugen Roads. Local circulation changes (see Figure ) include connecting Old Parrett Mountain and Quarry Roads together on a bridge over Oregon 99W. A frontage road south and parallel to Oregon 99W connects Old Parrett Mountain and Haugen Roads. The frontage road connects to Oregon 99W east of the existing Haugen Road intersection. This new intersection provides safer access for the increased traffic volume on Oregon 99W and is limited to right-in/right-out movements for eastbound traffic on Oregon 99W. The Quarry Road intersection would also be limited to right-in/right-out movements for westbound traffic on Oregon 99W. These two intersections, Quarry Road and the new frontage road, along with the bridge over Oregon 99W would provide a new local road system for properties on both sides of Oregon 99W on Rex Hill Bypass Tier 2 FEIS Chapter 2. Alternatives

A. From I-68 in Monongalia County, West Virginia to SR 6119 in Fayette County, Pennsylvania 1

A. From I-68 in Monongalia County, West Virginia to SR 6119 in Fayette County, Pennsylvania 1 Mon-Fayette Transportation Project A. From I-68 in Monongalia County, West Virginia to SR 6119 in Fayette County, Pennsylvania 1 The Mon/Fayette Transportation Project (MFTP) from I-68 in West Virginia

More information

Memorandum. To: From: cc: Date: November 7, Re: 1.0 Purpose and Organization of this Addendum. 2.0 Project Description

Memorandum. To: From: cc: Date: November 7, Re: 1.0 Purpose and Organization of this Addendum. 2.0 Project Description Memorandum To: From: cc: Laura Prickett, Horizon Water and Environment Analette Ochoa and Wana Chiu, WRECO Parag Mehta, Kimley Horn Date: November 7, 2017 Re: Santa Cruz Route 1 Tier I and Tier II HOV

More information

1.0 Purpose and Organization of the Community Impact Assessment Addendum

1.0 Purpose and Organization of the Community Impact Assessment Addendum Memorandum To: From: cc: Laura Prickett, Horizon Water and Environment Carie Montero, Senior Project Manager/Environmental Lead, Parsons Transportation Group Parag Mehta, Kimley Horn Date: September 24,

More information

user s guide to Transportation Improvements in Astoria Planning Efforts outside Astoria for more information, contact:

user s guide to Transportation Improvements in Astoria Planning Efforts outside Astoria for more information, contact: The Miles Crossing/ Jeffers Garden transportation plan (underway), will identify needed improvements to the Warrenton Astoria Highway and local street improvements to serve expected growth in the Miles

More information

PROGRESS PARK CONNECTOR

PROGRESS PARK CONNECTOR PROGRESS PARK CONNECTOR Project No. 9999 098 R65, P102 ALTERNATIVES ANALYSIS 6 April 2015 Revised for updated dates PROGRESS PARK CONNECTOR ROAD ALTERNATIVES ALTERNATIVE # 1 West from the intersection

More information

A. CONCLUSIONS OF THE FGEIS

A. CONCLUSIONS OF THE FGEIS Chapter 11: Traffic and Parking A. CONCLUSIONS OF THE FGEIS The FGEIS found that the Approved Plan will generate a substantial volume of vehicular and pedestrian activity, including an estimated 1,300

More information

EXTERNAL COMMUNICATIONS TEAM MEETING MARCH 2015

EXTERNAL COMMUNICATIONS TEAM MEETING MARCH 2015 EXTERNAL COMMUNICATIONS TEAM MEETING MARCH 2015 1 SEGMENT 1 2 THE WISHBONE Connects the TEXpress Managed Toll System to the 35Express Managed Toll System Limits: Crown Road (near Royal Lane) to Valley

More information

4. Safety Concerns Potential Short and Medium-Term Improvements

4. Safety Concerns Potential Short and Medium-Term Improvements NH Route 104 Access Management Study Page 19 4. Safety Concerns Potential Short and Medium-Term Improvements Potential safety improvement strategies are listed by priority based on field observations by

More information

5.1 Traffic and Transportation

5.1 Traffic and Transportation 5.1 When it opens in 2009, the Bellevue Nickel Improvement Project will increase the number of vehicles able to travel through the study area, improve travel speeds, and improve safety by reducing the

More information

1.2 Corridor History and Current Characteristics

1.2 Corridor History and Current Characteristics SECTION 1 Description and Background of Study Area 1.1 Introduction This preliminary engineering report was prepared for the Alaska Department of Transportation and Public Facilities (ADOT&PF). It is part

More information

Independence: overview

Independence: overview : overview Kentucky Ave 8: p.30 SUGAR CREEK SATA FE. OREGO, CALIFORIA 7: p.29 6: p.28 9: p.31 10: p.32 Square, Jackson County Courthouse. Photo: Vireo Trail swale area, Santa Fe Trail. Photo: Vireo HISTORIC

More information

DULLES AREA HIGHLIGHTS. Gary Garczynski Commonwealth Transportation Board Northern Virginia District. Committee for Dulles August 4, 2016

DULLES AREA HIGHLIGHTS. Gary Garczynski Commonwealth Transportation Board Northern Virginia District. Committee for Dulles August 4, 2016 DULLES AREA HIGHLIGHTS Gary Garczynski Commonwealth Transportation Board Northern Virginia District Committee for Dulles August 4, 2016 Smart Scale (formerly HB2) Overview Round 1 completed with the adoption

More information

Lake Erie Commerce Center Traffic Analysis

Lake Erie Commerce Center Traffic Analysis LOCATION: East of NYS Route 5 at Bayview Road Town of Hamburg Erie County, New York PREPARED BY: Wendel Companies 140 John James Audubon Parkway Suite 200 Amherst, New York 14228 January 2012 i ii Table

More information

Site Location and Setting

Site Location and Setting Memorandum Date: To: From: Subject: Kristy Le, Gary Black Steve Orem Santa Teresa County Park Historic Area Traffic and Parking Study Hexagon Transportation Consultants, Inc. has completed a traffic and

More information

Transportation TRANSPORTATION PROJECTS

Transportation TRANSPORTATION PROJECTS Transportation TRANSPORTATION PROJECTS Balls Ford Road Interchange Total Project Cost $142.9M This project includes the construction of a new diverging diamond interchange at Route 234 Bypass (Prince William

More information

FDOT Treasure Coast Traffic Impact Report

FDOT Treasure Coast Traffic Impact Report July 22, 2016 Chuck McGinness, 954-777-4302 chuck.mcginness@dot.state.fl.us FDOT Treasure Coast Traffic Impact Report July 22 through July 29, 2016 TREASURE COAST Construction and maintenance-related lane

More information

Welcome to Dayton Parkway Interchange Open House. November 26, 2018

Welcome to Dayton Parkway Interchange Open House. November 26, 2018 Welcome to Dayton Parkway Interchange Open House November 26, 2018 Project Partners Minnesota DOT Hennepin County City of Rogers Dayton Project History NW Hennepin County I94 Study 2007/08 Interchange

More information

FDOT Treasure Coast Traffic Impact Report October 9 through October 16, 2015

FDOT Treasure Coast Traffic Impact Report October 9 through October 16, 2015 From: Kathleen Dempsey To: Kathleen Dempsey Subject: FDOT Treasure Coast Traffic Report 10 09 15 through 10 16 15 Date: Friday, October 09, 2015 2:10:36 PM Attachments: image003.png CR 714_Median Construction

More information

Gardner: overview. Santa Fe, Oregon, and California National Historic Trails UNINCORPORATED JOHNSON COUNTY OLATHE UNINCORPORATED JOHNSON COUNTY

Gardner: overview. Santa Fe, Oregon, and California National Historic Trails UNINCORPORATED JOHNSON COUNTY OLATHE UNINCORPORATED JOHNSON COUNTY Santa Fe, Oregon, and California ational Historic Trails : overview 99: p.134 100: p.135 GARDER JUCTIO 102: p.137 56: p.126 EDGERTO Burlington orthern Intermodal and Logistics 98: p.133 101: p.136 S Waverly

More information

EXTERNAL COMMUNICATIONS COMMITTEE MEETING APRIL 2015

EXTERNAL COMMUNICATIONS COMMITTEE MEETING APRIL 2015 EXTERNAL COMMUNICATIONS COMMITTEE MEETING APRIL 2015 35EXPRESS PROJECT OVERVIEW 2 SEGMENT 1 3 SOUTH OF I-635 May Shift northbound mainlane traffic east in the southeast quadrant Miscellaneous frontage

More information

DRAFT. Public Meetings November 7, 9, 15, Year UTP Planning Effort Cost/Revenue Matrix FY FY 2026

DRAFT. Public Meetings November 7, 9, 15, Year UTP Planning Effort Cost/Revenue Matrix FY FY 2026 Collin FM 2478 FM 1461 to US 380 (Prosper) US 380/McKinney Bypass Candidate Project; Collin Roadway Action Plan #3 $32,600,000 $32,600,000 A Collin FM 2514 East of Lavon Parkway to North of Drain Dr. Roadway

More information

Springettsbury Township. Road Improvement Projects

Springettsbury Township. Road Improvement Projects Springettsbury Township Road Improvement Projects 2009 2016 2016 Township Road Improvement Projects Springettsbury Township is divided into the following 4 Sectors: Northwest Sector Sherman Street Route

More information

Exit 148 (Quantico) to Exit 133 (Route 17/Fredericksburg)

Exit 148 (Quantico) to Exit 133 (Route 17/Fredericksburg) RELEASE: IMMEDIATE March 1, 2019 CONTACT: Darragh Frye 540-907-8409 (mobile) VDOT HOT SPOTS IN THE FREDERICKSBURG DISTRICT March 3 March 9, 2019 All work is scheduled weather permitting. Real-time information

More information

2.6 BUILD ALTERNATIVE OPTIONS

2.6 BUILD ALTERNATIVE OPTIONS 2.6 BUILD ALTERNATIVE OPTIONS As set forth in a 21 June 2001 Resolution of the CTB, with approved amendments by the CTB on 15 July 2004, the Adopted Location Corridor (ALC) proposed alignment, would extend

More information

Route 29 Solutions Projects

Route 29 Solutions Projects Your guide to the Route 29 Solutions Projects For full details & continued engagement please visit www.route29solutions.org The Route 29 Solutions Package is a $230 million investment into the improvement

More information

3. COLTA / HUGA CONNECTIONS - PRELIMINARY

3. COLTA / HUGA CONNECTIONS - PRELIMINARY 9 3. COLTA / HUGA CONNECTIONS - PRELIMINARY 3.1 COLTA The Chain of Lakes Trail Association (COLTA) trail, formerly identified as the Chester Spur Line, was completed and opened for use in June 2011. The

More information

US 19 Sunset Point Rd to Countryside Blvd.

US 19 Sunset Point Rd to Countryside Blvd. Frontage Lanes Alternative Six-Lane Roadway Two-Lane, One-Way Frontage Lanes Close All Median Openings w/ Concrete Median Barrier Construct Within Existing Right-of-Way Status Update Construction started

More information

United States Department of the Interior National Park Service. Boundary Expansion Listed in National Register January 11, 2017

United States Department of the Interior National Park Service. Boundary Expansion Listed in National Register January 11, 2017 NPS Form 10900-a (Rev. 8/2002) OMB No. 10240018 United States Department of the Interior National Park Service Boundary Expansion Listed in National Register January 11, 2017 National Register of Historic

More information

Sierra Roadwork Schedule Sunday through Saturday, October 1-7, 2017 LONG-TERM PROJECTS

Sierra Roadwork Schedule Sunday through Saturday, October 1-7, 2017 LONG-TERM PROJECTS Date: September 29, 2017 #17-292 District: District 3 - Marysville, www.dot.ca.gov/dist3 Amarjeet S. Benipal, District Director Contact: Liza Whitmore, liza.whitmore@dot.ca.gov Phone: Office: (530) 634-7640

More information

CHAPTER 4 -- THE LAND USE PLAN: DESCRIPTIONS AND POLICIES FOR THIRTEEN PLANNING AREAS

CHAPTER 4 -- THE LAND USE PLAN: DESCRIPTIONS AND POLICIES FOR THIRTEEN PLANNING AREAS CHAPTER 4 -- THE LAND USE PLAN: DESCRIPTIONS AND POLICIES FOR THIRTEEN PLANNING AREAS NORTH CENTRAL CAC AREA LITTLE VALLEY ROAD TO JUG HANDLE CREEK PLANNING AREA This planning area includes Cleone, Noyo,

More information

- Countywide - Roadway Cone Zone / Lane Closure / Sidewalk Repair Schedule

- Countywide - Roadway Cone Zone / Lane Closure / Sidewalk Repair Schedule Report for Monday, September 10, 2018 through Monday, September 17, 2018 S. Perry Park Rd. (DC105) and Red Rocks Dr. Intersection Improvements Safety improvements on the S. Perry Park Road (DC 105) and

More information

April 4, 2014 Chuck McGinness, FDOT TREASURE COAST TRAFFIC REPORT April 4 through April 11, 2014

April 4, 2014 Chuck McGinness, FDOT TREASURE COAST TRAFFIC REPORT April 4 through April 11, 2014 April 4, 2014 Chuck McGinness, 954-777-4090 Chuck.McGinness@dot.state.fl.us FDOT TREASURE COAST TRAFFIC REPORT April 4 through April 11, 2014 TREASURE COAST Construction and maintenance-related lane closures

More information

FDOT Treasure Coast Traffic Impact Report June 19 through June 26, 2015

FDOT Treasure Coast Traffic Impact Report June 19 through June 26, 2015 June 19, 2015 Chuck McGinness, 954-777-4302 chuck.mcginness@dot.state.fl.us FDOT Treasure Coast Traffic Impact Report June 19 through June 26, 2015 TREASURE COAST Construction and maintenance-related lane

More information

FDOT Treasure Coast Traffic Report through

FDOT Treasure Coast Traffic Report through FDOT Treasure Coast Traffic Report 02 26 16 through 03 04 16 Kathleen Dempsey Fri 2/26/2016 2:56 PM To:Kathleen Dempsey ; 1 attachment 355 KB CR 714_Median Access Modifications.pdf;

More information

2009 Regional Solicitation Selected Projects*

2009 Regional Solicitation Selected Projects* 2009 Regional Solicitation Selected Projects* Special Federal Allocation from the MPO Mn/DOT I-494/TH169 Interchange Reconstruction $34,000,000 Surface Transportation Program - Urban Guarantee AR-09-10

More information

State Project Reconstruction I-84

State Project Reconstruction I-84 State Project 151-273 Reconstruction I-84 Waterbury, Connecticut FROM WASHINGTON STREET TO PIERPONT ROAD I-84 Constructors J.V. Robert Turner Area Engineer Ken Fargnoli District Engineer John Dunham Assistant

More information

FEASIBILITY CRITERIA

FEASIBILITY CRITERIA This chapter describes the methodology and criteria used to evaluate the feasibility of developing trails throughout the study areas. Land availability, habitat sensitivity, roadway crossings and on-street

More information

Segment 2: La Crescent to Miller s Corner

Segment 2: La Crescent to Miller s Corner goal of the USFWS refuges is to conserve, protect and enhance fish, wildlife and plants and their habitats for the continuing benefit of the American people. Refuge lands are used largely for fishing,

More information

FEASIBILITY STUDY REFINED CONCEPT 1 PROJECT A

FEASIBILITY STUDY REFINED CONCEPT 1 PROJECT A VIRGINIA DEPARTMENT OF TRANSPORTATION I-85 / I-95 INTERCHANGE FEASIBILITY STUDY REFINED CONCEPT 1 PROJECT A Columbia Rd REFINED CONCEPT 1 PROJECT A Bellevue Rd COST: $3.3M Siege Rd Eliminate the loop ramp

More information

Exit 136 (Centreport Parkway/Stafford County) to Exit 130 (Route 3/Fredericksburg)

Exit 136 (Centreport Parkway/Stafford County) to Exit 130 (Route 3/Fredericksburg) RELEASE: IMMEDIATE Feb. 22, 2019 CONTACT: Darragh Frye 540-907-8409 (mobile) VDOT HOT SPOTS IN THE FREDERICKSBURG DISTRICT Feb. 24 March 2, 2019 All work is scheduled weather permitting. Real-time information

More information

OR MISSION TRAIL ELEMENTARY

OR MISSION TRAIL ELEMENTARY Leawood: overview OVERLAD PARK 24: p.70 I-LA PARK 32: p.72 TOMAHAWK PARK 23: p.69 31: p.71 GEZER PARK OR MISSIO TRAIL ELEMETARY 22: p.68 W 133rd St W 135th St KASAS CITY MO - other segments Beginning/end

More information

Additional Economic Development Strategy submissions- Klickitat County

Additional Economic Development Strategy submissions- Klickitat County Klickitat County Transportation Improvement Projects 1 White Salmon to Hood River Bridge Final EIS, design, bridge replacement 2 Klickitat County Rural Arterials Reconstruct to all-weather roads Part of

More information

SANTA CLARA COUNTY I-280 CORRIDOR STUDY

SANTA CLARA COUNTY I-280 CORRIDOR STUDY SANTA CLARA COUNTY I-280 CORRIDOR STUDY Appendix B 2 Technical Memorandum Existing Transportation Condition Memo SANTA CLARA VALLEY TRANSPORTATION AUTHORITY (VTA) 1-1 Introduction The I-280 Corridor Study

More information

Route 29 Business Replacing bridge over river and railroad in Altavista. Signed detour in place.

Route 29 Business Replacing bridge over river and railroad in Altavista. Signed detour in place. EASTER 2019 VDOT will lift most lane closures for holiday travel from noon Friday, April 19 until noon Tuesday, April 23. However, motorists may encounter semi-permanent work zones or travel delays in

More information

OFFICE OF THE CITY MANAGER

OFFICE OF THE CITY MANAGER OFFICE OF THE CITY MANAGER December 6, 2013 TO: FROM: Subject: Honorable Mayor and City Council Alan Tandy, City Manager AT General Information Notable Items: On Wednesday, the ribbon was cut to signal

More information

PRIORITIES COMMITTEE MEETING

PRIORITIES COMMITTEE MEETING PRIORITIES COMMITTEE MEETING Meeting Date: 05/13/14 Agenda Item #: 13.1 Northeast Anthony Henday Drive Update Report Purpose To update the Priorities Committee on the progress of the Northeast Anthony

More information

LAS VARAS RANCH CA COASTAL TRAIL PROPOSED ALIGNMENT

LAS VARAS RANCH CA COASTAL TRAIL PROPOSED ALIGNMENT LAS VARAS RANCH CA COASTAL TRAIL PROPOSED ALIGNMENT Santa Barbara Trails Council * Prepared by Ray Ford February 1,2012 The following notes accompany the Santa Barbara Trails Council map for the Las Varas

More information

Northeast Anthony Henday Drive Edmonton Ring Road Update. Strathcona Chamber of Commerce March 18, 2015

Northeast Anthony Henday Drive Edmonton Ring Road Update. Strathcona Chamber of Commerce March 18, 2015 Northeast Anthony Henday Drive Edmonton Ring Road Update Strathcona Chamber of Commerce March 18, 2015 Project Background 2 Edmonton Ring Road Northwest opened Nov 2011 Northeast to open Oct 2016 Southwest

More information

Mission Statement. Spur 601 Project Highlights

Mission Statement. Spur 601 Project Highlights Mission Statement SPUR 601 is a TxDOT project dedicated to provide a safe, efficient, reliable new corridor to improve the mobility in east-central El Paso. The SPUR 601 team is working in partnership

More information

FDOT Treasure Coast Traffic Impact Report March 25 through April 1, 2016

FDOT Treasure Coast Traffic Impact Report March 25 through April 1, 2016 March 25, 2016 Chuck McGinness, 954-777-4302 chuck.mcginness@dot.state.fl.us FDOT Treasure Coast Traffic Impact Report March 25 through April 1, 2016 TREASURE COAST Construction and maintenance-related

More information

El Dorado County / Tahoe Roadwork Schedule Sunday through Saturday September 9 September 15, 2012

El Dorado County / Tahoe Roadwork Schedule Sunday through Saturday September 9 September 15, 2012 Today s Date: Friday, September 7, 2012, #12-255 District: District 3 - Marysville, http://www.dot.ca.gov/dist3 Jody Jones, District Director Contact: Deanna Shoopman deanna_shoopman@dot.ca.gov 530. 741.4566

More information

Stage 2 - November 2017 Survey and Map Comments (verbatim)

Stage 2 - November 2017 Survey and Map Comments (verbatim) Stage 2 - November 2017 Survey and Map Comments (verbatim) Identifying information removed to meet Freedom of Information and Protection of Privacy Act (FOIP Act). Comments are recorded exactly as they

More information

Engagement Summary Report. Trans-Canada Highway 1 RW Bruhn Bridge Replacement Project. Community Engagement November 15, 2016 to January 15, 2017

Engagement Summary Report. Trans-Canada Highway 1 RW Bruhn Bridge Replacement Project. Community Engagement November 15, 2016 to January 15, 2017 Trans-Canada Highway 1 RW Bruhn Bridge Replacement Project Community Engagement November 15, 2016 to January 15, 2017 Engagement Summary Report February 2017 Prepared by Kirk & Co. Consulting Ltd. Trans-Canada

More information

Airport Planning Area

Airport Planning Area PLANNING AREA POLICIES l AIRPORT Airport Planning Area LOCATION AND CONTEXT The Airport Planning Area ( Airport area ) is a key part of Boise s economy and transportation network; it features a multi-purpose

More information

CONSTRUCTION PROJECTS IN CUYAHOGA COUNTY CLEVELAND EUCLID 3/9/18 RICHMOND MAYFIELD HIGHLAND HEIGHTS HEIGHTS SOUTH EAST MAYFIELD EUCLID CLEVELAND

CONSTRUCTION PROJECTS IN CUYAHOGA COUNTY CLEVELAND EUCLID 3/9/18 RICHMOND MAYFIELD HIGHLAND HEIGHTS HEIGHTS SOUTH EAST MAYFIELD EUCLID CLEVELAND BAY VILLAGE WESTLAKE OLMSTED NORTH TOWNSHIP OLMSTED FALLS OLMSTED BEREA STRONGSVILLE ROYALTON NORTH BROOK PARK PARMA PARMA BROADVIEW BRECKSVILLE HILLS SEVEN INDEPENDENCE BROOKLYN RIVER ROCKY LAKEWOOD PARK

More information

Draft Concept Alternatives Analysis for the Inaugural Airport Program September 2005

Draft Concept Alternatives Analysis for the Inaugural Airport Program September 2005 Section 10 Preferred Inaugural Airport Concept 10.0 Introduction The Preferred Inaugural Airport Concept for SSA was developed by adding the preferred support/ancillary facilities selected in Section 9

More information

Corridor Management Committee Meeting. April 2, 2014

Corridor Management Committee Meeting. April 2, 2014 Corridor Management Committee Meeting April 2, 2014 1 Today s Topics Welcome Approval of Minutes Resolutions Response to March 26 CMC Questions Staff Recommendation on Project Scope and Budget Public Testimony

More information

BUILD. Update CONSTRUCTION. In this issue: FEATURED PROJECT: KENT AVENUE ARCH CONSTRUCTION AT THE SJ RIVER VIADUCT FEBRUARY 2019

BUILD. Update CONSTRUCTION. In this issue: FEATURED PROJECT: KENT AVENUE ARCH CONSTRUCTION AT THE SJ RIVER VIADUCT FEBRUARY 2019 BUILD CONSTRUCTION Update FEBRUARY 2019 In this issue: ARCH CONSTRUCTION AT THE SJ RIVER VIADUCT FEATURED PROJECT: KENT AVENUE * Featured Project KENT AVENUE CP 2-3 CONSTRUCTION UPDATE February 2019 At

More information

FORT WORTH DISTRICT. Springtown Area Projects. Loyl C. Bussell, P.E. Acting District Engineer. Thursday, February 8, 2018 Date.

FORT WORTH DISTRICT. Springtown Area Projects. Loyl C. Bussell, P.E. Acting District Engineer. Thursday, February 8, 2018 Date. FORT WORTH DISTRICT Springtown Area Projects Loyl C. Bussell, P.E. Acting District Engineer Photo by Liam Frederick Footer Text Thursday, February 8, 2018 Date Maintaining a Safe System TxDOT is responsible

More information

FREDERICKSBURG DISTRICT. District Engineer Marcie Parker, P.E. May 8, 2018

FREDERICKSBURG DISTRICT. District Engineer Marcie Parker, P.E. May 8, 2018 FREDERICKSBURG DISTRICT District Engineer Marcie Parker, P.E. May 8, 2018 3 Interstate 95 Projects Fredericksburg Area Fredericksburg region will see greatest degree of I-95 construction since widening

More information

Basic Project Information

Basic Project Information FY 2015-16 PROJECT DESCRIPTION FORM (2C) Submitting Agency: Loudoun County Basic Project Information Project Title: Loudoun County Parkway (VA Route 607) U.S. 50 to Creighton Rd. (2C) Project Type (check

More information

RW Bruhn Bridge and Approaches Project

RW Bruhn Bridge and Approaches Project RW Bruhn Bridge and Approaches Project The Trans-Canada Highway 1 RW Bruhn Bridge and Approaches Project involves four-laning approximately 1.9 km of Highway 1 in Sicamous, including replacement of the

More information

3. Trail Alignment. Overview. Criteria for Location of the Trail

3. Trail Alignment. Overview. Criteria for Location of the Trail 3. Trail Alignment Overview The Houston to La Crescent Extension of the Root River Trail is part of the legislatively authorized Blufflands State Trail System. The entire trail segment is approximately

More information

NORTH FRASER PERIMETER ROAD WEST CORRIDOR DEFINITION STUDY

NORTH FRASER PERIMETER ROAD WEST CORRIDOR DEFINITION STUDY NORTH FRASER PERIMETER ROAD WEST CORRIDOR DEFINITION STUDY MAY 2011 SW1132SWD NORTH FRASER PERIMETER ROAD WEST CORRIDOR DEFINITION STUDY TABLE OF CONTENTS 1.0 INTRODUCTION... 1 2.0 CURRENT TRAVEL PATTERNS

More information

Proposed At-grade Crossings of Officially Recognized Trails Port MacKenzie Rail Extension Project

Proposed At-grade Crossings of Officially Recognized Trails Port MacKenzie Rail Extension Project Proposed At-grade Crossings of Officially Recognized Trails Port MacKenzie Rail Extension Project 1.0 Introduction On November 21, 2011 the Surface Transportation Board (STB) issued a final decision (Docket

More information

Need County Priority Needs Identification Major Projects/Emerging Taking Care of the System (TCOS) 1=High 2=Medium 3=Low

Need County Priority Needs Identification Major Projects/Emerging Taking Care of the System (TCOS) 1=High 2=Medium 3=Low PIONEER TRAILS REGIONAL PLANNING COMMISSION TRANSPORTATION NEEDS -- 2015 TRANSPORTATION PLANNING GOALS BY MODOT CATEGORIES Pioneer Trails transportation needs are listed according to MoDOT s two major

More information

Lawrence Loop SWOT Analysis

Lawrence Loop SWOT Analysis Alignment: D1 (Map Color: Dark Blue) Description: This alignment connects to the north end of the Burroughs Creek Trail and continues along the west side of the Railroad to 8 th Street. Strengths: - This

More information

FY Regional Transportation Improvement Program Basic Project List (All Values in Thousands of Dollars) All costs in current dollars

FY Regional Transportation Improvement Program Basic Project List (All Values in Thousands of Dollars) All costs in current dollars FY2016-2020 Regional Transportation Improvement Program Basic Project List () All costs in current dollars Project Name Key # Year Project Cost 10th Avenue Bridge, Caldwell 13055 2018 $1,367 10th Avenue

More information

Chapter 6 Existing and Proposed Transportation Facilities

Chapter 6 Existing and Proposed Transportation Facilities Chapter 6 Existing and Proposed Transportation Facilities Methodology As discussed in Chapter 4, the Dixie MPO s CUBE modeling platform was used to analyze future traffic demand. The CUBE Model applied

More information

Construction underway. STATUS: 229 5,190 5,419 5,305 STIP REFERENCE #FR /01/2013

Construction underway. STATUS: 229 5,190 5,419 5,305 STIP REFERENCE #FR /01/2013 FREDERICK COUNTY STATE HIGHWAY ADMINISTRATION -- Frederick County -- Line 1 PROJECT: I-7, Baltimore National Pike INTERSTATE CONSTRUCTION PROGRAM DESCRIPTION: Widen I-7 east of MD 355 to east of MD 144

More information

FOR IMMEDIATE RELEASE Fiorella Teodista January 5, 2018 SOUTH FLORIDA AND TREASURE COAST WEEKLY LANE CLOSURES AND WORK ZONE ADVISORY

FOR IMMEDIATE RELEASE Fiorella Teodista January 5, 2018 SOUTH FLORIDA AND TREASURE COAST WEEKLY LANE CLOSURES AND WORK ZONE ADVISORY TRAFFIC ADVISORY FOR IMMEDIATE RELEASE Fiorella Teodista 954-934-1130 January 5, 2018 SOUTH FLORIDA AND TREASURE COAST WEEKLY LANE CLOSURES AND WORK ZONE ADVISORY FORT LAUDERDALE Florida s Turnpike announces

More information

Welcome to the Downtown Fort Lauderdale Neighborhood Working Group Meeting. First meeting june 17, 2010

Welcome to the Downtown Fort Lauderdale Neighborhood Working Group Meeting. First meeting june 17, 2010 Welcome to the Downtown Fort Lauderdale Neighborhood Working Group Meeting First meeting june 17, 2010 State of the Project Draft Environmental Impact Statement Study Phase This study is NOT the final

More information

35EXPRESS PROJECT UPDATE FOR DENTON COUNTY COMMISSIONERS

35EXPRESS PROJECT UPDATE FOR DENTON COUNTY COMMISSIONERS 35EXPRESS PROJECT UPDATE FOR DENTON COUNTY COMMISSIONERS 35EXPRESS PROJECT OVERVIEW 2 ABOUT THE 35EXPRESS PROJECT 3 DESIGN-BUILD TEAM 4 PROJECT PARTNERS Great partnerships make this project work Collaboration

More information

PLEASE READ Proposal for Sustainable Service

PLEASE READ Proposal for Sustainable Service IMPORTANT PLEASE READ 019 Proposal for Sustainable Service 019 Service Change Proposal IMPLEMENT A SUSTAINABLE NETWORK Everett Transit completed its Long Range Plan in May, and the plan was adopted by

More information

Section 3.6. Parklands & Recreation Areas

Section 3.6. Parklands & Recreation Areas Section 3.6: Parklands & Recreation Areas Section 3.6 Parklands & Recreation Areas 3.6 PARKLANDS AND RECREATION AREAS 3.6.1 Introduction to Analysis This section provides an overview of parklands and recreational

More information

Work in 2015 and Annual Mobility- Management Plan

Work in 2015 and Annual Mobility- Management Plan Work in 2015 and Annual Mobility- Management Plan KPH-Turcot July 14, 2015 2 Presentation Outline Division into sectors Work in 2015 without disruptions West sector Center sector East sector South sector

More information

CONFIRMED BENCHMARKS UPDATED JUNE 26, 1991

CONFIRMED BENCHMARKS UPDATED JUNE 26, 1991 CONFIRMED BENCHMARKS UPDATED JUNE 26, 1991 1. Chiseled square on southwest side of street light base, in median of Gus Thomasson Rd., 40' northeast of centerline of Jamaica Way. Elevation: 536.49 2. Chiseled

More information

Section 4(f) and Section 6(f) Technical Analysis

Section 4(f) and Section 6(f) Technical Analysis WESTSIDE SUBWAY EXTENSION PROJECT Contract No. PS-4350-2000 Section 4(f) and Section 6(f) Technical Analysis Prepared for: Prepared by: WSP USA 851 SW Sixth Avenue, Suite 1600 Portland, Oregon 97204 FEBRUARY

More information

Appendix 4.1 L. No-Build Project Descriptions

Appendix 4.1 L. No-Build Project Descriptions Appendix 4.1 L No-Build Project Descriptions No-Build Projects New Bedford A new traffic signal system was installed and activated in early 2009 at the intersection of King s Highway and Mount Pleasant

More information

HIGHWAY RAIL GRADE CROSSING CONSOLIDATION PROGRAM

HIGHWAY RAIL GRADE CROSSING CONSOLIDATION PROGRAM HIGHWAY RAIL GRADE CROSSING CONSOLIDATION PROGRAM To decrease unnecessary train traffic exposure to life and property, promote public safety, and improve traffic conditions, the Texas Department of Transportation

More information

PUBLIC INFORMATION SESSION #2

PUBLIC INFORMATION SESSION #2 Highway 16, Highway 779 to Kapasiwin Road, Planning Study PUBLIC INFORMATION SESSION #2 Wednesday June 20, 2012 4 to 8 pm HIGHWAY 16 Highway 779 to Kapasiwin Road Functional Planning Study Blueberry Community

More information

VDOT HOT SPOTS IN THE FREDERICKSBURG DISTRICT June 12 June 18, 2016

VDOT HOT SPOTS IN THE FREDERICKSBURG DISTRICT June 12 June 18, 2016 RELEASE: IMMEDIATE June 10, 2016 CONTACT: Kelly Hannon 540-374-3344 (office) 540-656-0321 (cell) Kelly.Hannon@VDOT.Virginia.Gov Tina Bundy 540-899-4560 (office) 540-907-8325 (cell) Tina.Bundy@VDOT.Virginia.Gov

More information

RELEASE: IMMEDIATE September 14, 2012 CONTACT: Sandy Myers (office) STA (cell)

RELEASE: IMMEDIATE September 14, 2012 CONTACT: Sandy Myers (office) STA (cell) RELEASE: IMMEDIATE September 14, 2012 CONTACT: Sandy Myers 540-332-9201 (office) STA12-130 540-292-2500 (cell) Sandy.Myers@VDOT.Virginia.gov Marshall Barnhill 540-332-9264 (office) 540-414-5670 (cell)

More information

MEMORANDUM. FROM: John A. Bishop, AICP, Assistant Director - Transportation. May 22, 2017 Transportation Committee Meeting

MEMORANDUM. FROM: John A. Bishop, AICP, Assistant Director - Transportation. May 22, 2017 Transportation Committee Meeting COUNTY of FREDERICK Department of Planning and Development 540/ 665-5651 Fax: 540/ 665-6395 MEMORANDUM TO: Frederick County Transportation Committee FROM: John A. Bishop, AICP, Assistant Director - Transportation

More information

Transportation 2040 as amended in 2015 Appendix N: Regional Capacity Projects

Transportation 2040 as amended in 2015 Appendix N: Regional Capacity Projects Transportation 2040 as amended in 2015 Appendix N: Regional Capacity Projects Note: Project costs are expressed in 2015 dollars and are sorted by sponsor. Sponsor: AUBURN Project ID: 2858 Title: A St Trail

More information

South of Fraser Transportation Priorities March 2017 Engagement

South of Fraser Transportation Priorities March 2017 Engagement March 20 Engagement Welcome to the South of Fraser Transportation Priorities Engagement A robust and reliable highway network is needed to serve the needs of a growing population and diverse economy. The

More information

Evaluation of Significant Transportation Projects in Northern Virginia Transportation District

Evaluation of Significant Transportation Projects in Northern Virginia Transportation District Evaluation of Significant Transportation Projects in Northern Virginia Transportation District Fact Sheet #3 Winter 2015 Virginia Department of Transportation Update - Project Evaluation And Rating Since

More information

Design Meeting Presentation

Design Meeting Presentation Contract No. 17ECS-TI-05SP April November 2017 Design Meeting Presentation November 2015 Agenda Items: Introduction (5 min) Overview (10 min) Scope of work (60 min): Schedule and Traffic Staging / Closures

More information

Fairfax County Parkway Widening Fairfax County

Fairfax County Parkway Widening Fairfax County Get Involved VDOT representatives will review and evaluate information received as a result of this meeting. Please fill out the comment sheet provided in this brochure if you have any comments or questions.

More information

San Quentin Reuse Planning Committee Minutes Thursday, May 2, 2002 San Rafael Corporate Center

San Quentin Reuse Planning Committee Minutes Thursday, May 2, 2002 San Rafael Corporate Center San Quentin Reuse Planning Committee Minutes Thursday, May 2, 2002 San Rafael Corporate Center Committee Members Present: Alex Amoroso Al Boro John Dupar Phil Frank Steve Kinsey Joan Lundstrom for Larry

More information

November 21, 2012 Barbara Kelleher, (954)

November 21, 2012 Barbara Kelleher, (954) November 21, 2012 Barbara Kelleher, (954) 777-4090 barbara.kelleher@dot.state.fl.us BROWARD COUNTY TRAFFIC IMPACT REPORT November 26 to November 30, 2012 FORT LAUDERDALE -- Construction and maintenance-related

More information

Chapter 4. Development Alternatives

Chapter 4. Development Alternatives Chapter 4. Development Alternatives Chapter 4. DEVELOPMENT ALTERNATIVES This chapter identifies and evaluates airport development alternatives to fulfill the facility requirements for the airport as defined

More information

Ridgefield Crossing. Mixed-Use Development. Pricing: Site. Possible build-to-suit FOR SALE, GROUND LEASE, OR BUILT-TO-SUIT

Ridgefield Crossing. Mixed-Use Development. Pricing: Site. Possible build-to-suit FOR SALE, GROUND LEASE, OR BUILT-TO-SUIT N 65th Ave N 10th St Pioneer St Site S 5th St S 6th Way Mixed-Use Development New mixed-use development with great freeway access. 128 housing units and 11 commercial lots planned. Drive-thru & build-to-suit

More information

SOUTHBOUND YONGE STREET TO EASTBOUND HIGHWAY 401 F L Y -UNDER

SOUTHBOUND YONGE STREET TO EASTBOUND HIGHWAY 401 F L Y -UNDER SOUTHBOUND YONGE STREET TO EASTBOUND HIGHWAY 401 F L Y -UNDER Proposal to Eliminate Traffic Gridlock in South North York Centre Area With Southbound Yonge Street to Eastbound Highway 401 Fly-UNDER A much

More information

October Business Owner Task Force. Matt Sanman Public Information Coordinator

October Business Owner Task Force. Matt Sanman Public Information Coordinator October Business Owner Task Force Matt Sanman Public Information Coordinator Trick-or-Treating Safety Tips for Children Plan a route in advance and have emergency plan if lost. Wear reflective clothing

More information

Frequently Asked Questions on the Route 29 Solutions Improvements Projects

Frequently Asked Questions on the Route 29 Solutions Improvements Projects Frequently Asked Questions on the Route 29 Solutions Improvements Projects Background What are the Route 29 Solutions improvement projects? These projects include the Route 29/250 Interchange ( Best Buy

More information

3529 Souris River Flood Plan (Phase MI-1)

3529 Souris River Flood Plan (Phase MI-1) Date: September 28, 2018 To: Derek Hackett, Public Information Officer From: Grant Goldader, Civil Engineering Specialist Re: Traffic Control Report for the week of 10/01/2018 3529 Souris River Flood Plan

More information

Add-A-Lane Contract V. along a Section of I-95 includes 6 Bridges

Add-A-Lane Contract V. along a Section of I-95 includes 6 Bridges Newton Needham Chamber of Commerce Add-A-Lane Contract V along a Section of I-95 includes 6 Bridges Project File No. 603711 July 29, 2014 1 Agenda Project Update Overview Bid and Contract Award Schedule

More information

CITY OF ROME TRANSIT DEPARTMENT TRIPPER SCHEDULE ROUTE # 6 PM TIME OUT OF GARAGE: 2:25 PM

CITY OF ROME TRANSIT DEPARTMENT TRIPPER SCHEDULE ROUTE # 6 PM TIME OUT OF GARAGE: 2:25 PM CITY OF ROME TRANSIT DEPARTMENT TRIPPER SCHEDULE ROUTE # 6 PM TIME OUT OF GARAGE: 2:25 PM T-6A/PM T-6C/PM DESTINATION ARRIVAL DESTINATION ARRIVAL EAST CENTRAL ELEMENTARY SCHOOL. 2:40 PM ROME HIGH & MIDDLE

More information

Priority Trail Projects

Priority Trail Projects R I V E R P Priority Projects 2018 System Area-wide Projects 3-A: Addressing System for Emergency Responce 3-B: Anacostia Tributary System - Wayfinding Signage 3-D: Develop deploy pilot trail ranger program

More information