proposed highway 99 updates

8/13/2019 Proposed Highway 99 updates

1/13

Rogu e Va l l ey OR 99

Co r r i d o r P l a n U p d a t e

J a ck so n Coun t y Com m i ssi o n er s

B r i e f i n gJ a n u a r y 28 , 20 14


2/13

OR 99 Rogu e Va l l ey Co r r i d o r

1. History

Began in 2010:

Initiated to evaluate the OR 99 corridor from South

Medford to North Ashland (out to 2034):

Mobility, Safety, Livability, and Multi-modal goals;

Several pauses for additional analysiss;

2. Public Involvement

Technical Advisory (Jackson Co., Talent, Ashland, Phoenix,Medford, RVTD, RVCOG, and ODOT)

Citizen Advisory

Open Houses (4 open houses in Talent and Phoenix)


3/13

Co r r i d o r P l a n n i n g A r ea


4/13

15,600

14,900

18,000

18,600

LEGEND

12,800

12,200

15,100

16,100

14,300

13,600

16,800

18,500

4,800

4,600

5,800

6,100

7,700

7,300

8,700

9,500

14,300

13,700

17,50018,000

15,800

15,000

18,000

18,100

7,200

6,800

8,400

9,300

4,800

4,600

6,200

6,200

8,300

7,900

10,000

10,900

9,200

8,800

11,000

10,900

8,200

7,800

10,000

9,800

8,800

8,400

9,300

9,400

18,200

16,600

18,700

19,900

2010 Volume (vehicles)





5/13

I d eas an d Con cep t s Developed from feedback at TAC and CAC meetings and

requests for additional analysis from various agencies;

Concepts identified and presented:

Improved lighting;

Better access to transit facilities;

Charlotte Ann Rd to Coleman Creek Culvert Implement a 5-lane Cross-section and Add Bike

Lanes and Sidewalks;

Coleman Creek Crossing - Add Bicycle and Pedestrian

Facilities;

Phoenix South End of Couplet to South City Limits -

Implement a 3-lane Cross-section and Add BikeLanes and Sidewalks;

Phoenix South City Limits to Talent Implement a 3-

lane Cross-section and Widen Shoulders;

Enhanced Bear Creek Greenway Connections and

improved signage


6/13

Cha r l o t t e An n Rd t o Co l em an Cr eek Cu l v er t I m p l em en t a 5 -

l a n e r est r i p ed sect i o n a n d a d d B i k e L a n e s a n d Si d ew a l k s

14'Median

Intermittent

Sidewalk

12'Travel Lane

14-18'Travel Lane

14-16'Travel Lane

Intermittent

Sidewalk

66-72' Pavement Width (Existing)

EXISTING 5-LANE CROSS-SECTION

70' Right of Way

12'Travel Lane

70-foot ROW in manysections;

Paved width is 66 to 72 feet;

5 travel lanes ;

Sidewalks are outside ROW;

Volume too high for 3-lane(est. future 17,000 to 22,000vpd);

Restriping is more feasible;

Minimal ROW needed for

additional sidewalkimprovements;

12'Median

6'Sidewalk

5'Bike Lane

11-12'Travel Lane

11-12'Travel Lane

11-12'Travel Lane

6'Sidewalk

5'Bike Lane

66-72' Pavement Width

OPTION A - 5-LANE RESTRIPED CROSS-SECTION

70-100' Existing Rightof Way

11-12'Travel Lane


7/13

Charlotte Ann Road to Coleman Creek

Concept(s): Concept 3A Lane restriping - $3.5 million;

Concept 3B Widening to full standard - $9.7 million;

Concept 34 Lane Reduction with sidewalks in ROW - $7.3 million;

Recommendation:

Option A

12'Median

6'Sidewalk

5'Bike Lane

11-12'Travel Lane

11-12'Travel Lane

11-12'Travel Lane

6'Sidewalk

5'Bike Lane

66-72' Pavement Width

OPTION A - 5-LANE RESTRIPED CROSS-SECTION

70-100' Existing Right of Way

11-12'Travel Lane


8/13

Co l em an Cr eek Cr o ssi n g - Add B i cy cl e an d Pedest r i a n Faci l i t i e s

O p t i o n A

Culvert that carries Coleman Creekunder OR 99 is 75 feet wide

Currently supports approximately 70

feet of roadway structure

Could modify 70-foot structure to include: 6-foot sidewalks on both sides

5-foot bike lanes on both sides

11-foot travel lanes (same as FVI) 4-foot painted or raise median

OPTION A: COLEMAN CREEK CROSSING

11'TravelLane

11'TravelLane

5'Bike Lane

6'Sidewalk

5'Bike Lane

6'Sidewalk

11'TravelLane

58' Paved Surface

70' Minimum Right of Way Required

11'TravelLane4'

EXISTING COLEMAN CREEK CROSSING

14'TravelLane

12'TravelLane

14'TravelLane

2'Sidewalk

2'Sidewalk

14'TravelLane

66' Paved Surface


12'TravelLane


9/13

OPTION B: COLEMAN CREEK CROSSING

11'Travel Lane

11'Travel Lane

10'Path

10'Path

12'Travel Lane

50' Paved Surface


12'Travel Lane4'

Co l em an Cr eek Cr o ssi n g - Add B i cy cl e an d Pedest r i a n

Fac i l i t i es Op t i on B

Culvert that carries Coleman Creek under OR 99

is 75 feet wide

Currently supports approximately 70 feet of

roadway structure

Could modify 70-foot structure to include: 10-foot multi-use path on both sides

11- to 12-foot travel lanes (similar to FVI)

4-foot painted or raise median

EXISTING COLEMAN CREEK CROSSING

14'TravelLane

12'TravelLane

14'TravelLane

2'Sidewalk

2'Sidewalk

14'TravelLane

66' Paved Surface


12'TravelLane


10/13

Phoen i x Sou t h End o f Coup l e t t o Sou t h Ci t y L i m i t s - I m p l em en t

a l a n e r ed u ct i o n a n d a d d B i k e L a n e s a n d Si d ew a l k

75-foot ROW available

Paved width is 50 to 52 feet

4 travel lanes

No sidewalks or bike lanes

Entire cross section within existing ROW Could modify existing to include:

6-foot bike lanes on both sides

12-foot travel lanes and 14-foot center

lane

Add sidewalks on both sides (could

include landscape buffers within ROW)

2'

Shoulder

2'11-12'

Travel Lane

12'Travel Lane

12'Travel Lane

11-12'Travel Lane

50-52' Paved Surface

EXISTING 4-LANE CROSS-SECTION

Shoulder

75' Right of Way Available

12'TravelLane12'TravelLane 6'Bike Lane6'Sidewalk 6'Bike Lane 6'Sidewalk14'Center Lane

50'Paved Surface

3 LANE CROSS-SECTION-

64' MinimumRight of Way Required


11/13

7'Shoulder

7'Shoulder

12'Travel Lane

14'Left-TurnLa ne

12'Travel Lane

52' Paved Surface

POTENTIAL RURAL INTERSECTION OR 3-LANE CROSS-SECTION

70' Minimum Right of Way Available

Phoen i x Sou t h Ci t y L i m i t s t o T a l en t I m p l em en t a L a n e Redu ct i o n

a n d W i d en Shou l d er s

70-foot minimum ROW available

Paved width is 50 to 52 feet

4 travel lanes, no shoulders

No change in paved surface

Could modify to a 2-lane cross section:

10-foot shoulders both sides

12-foot travel lanes and 8-foot median

Could modify to a 3-lane cross section:

7-foot shoulders both sides

12-foot travel lanes and 14-foot center lane

2'

Shoulder

2'12'

Travel Lane

12'TravelLane

12'TravelLane

12'TravelLane

52' Paved Surface

EXISTING 4-LANE RURAL CROSS-SECTION

Shoulder

70' Minimum Right of Way Available

Wider shoulders (7-10 feet) accommodate bicyclists

or pedestrians and allow vehicles to pull off the

roadway, if necessary

3-lane cross-section has lower predicted crash ratethan 4-lane cross-section


12/13

Enh an ced Bea r Cr eek G r eenw ay Conn ect i o n s an d

S ignage

Location of new trail connection

Location of enhanced trail signage

OR Highway 99

Bear Creek GreenwayStreet connection to Bear Creek Greenway

New trail connection to Bear Creek Greenway


13/13

proposed highway 99 updates

Documents