Appendix B Fehr & Peers Report

appendix B fehr & peers report

Sonoma Boulevard Corridor Design Plan - Final Chapter 2 – Existing Conditions August 2012

2.3 CIRCULATION, TRANSPORTATION, AND PARKING

The existing conditions chapter presents the physical and operational characteristics of the transportation system within the project corridor. The project corridor is shown in Figure 1.

2.3.1 Street Network

Regional Network

State Route 29 (SR-29) is a major north-south highway that connects Napa County to the north, and Lake County to the north of Napa County and Interstate 80 (I-80) in Vallejo to the south. Through Vallejo, SR-29 is Sonoma Boulevard. It runs along the western side of the City, providing two travel lanes in each direction. Sonoma Boulevard is a divided roadway north of Couch Street with a posted speed limit of 40 mph. It is undivided south of Couch Street, with a posted speed limit of 35 mph between Couch Street and Illinois Street and 30 mph south of Illinois Street. The annual average daily traffic (AADT) increases going north along Sonoma Boulevard, from 12,300 vehicles at Maine Street to 16,000 vehicles at Tennessee Street and 27,000 vehicles at the SR-37 junction1. Sonoma Boulevard is part of the state truck network and is designated as a Terminal Access (TA) route, which permit large STAA-designated trucks2. The average annual daily truck traffic (AADTT) increases going north, from 460 vehicles at Maine Street to 520 vehicles at Tennessee Street and 710 vehicles at the SR-37 junction1.

State Route 37 (SR-37) is an east-west highway that connects Highway 101 (US-101) in Novato to the west and Interstate 80 (I-80) in Vallejo to the east. In the vicinity of the project, SR-37 is a restricted access freeway that provides two travel lanes in each direction. The posted speed limit is 65 mph. Access to Sonoma Boulevard is provided via the SR-37/SR-29 interchange in northern Vallejo. The annual average daily traffic is 30,500 vehicles west of the SR-37/SR-29 interchange and 65,000 vehicles east of the interchange1.

Local Street System

Curtola Parkway is a 4-lane east-west arterial road that extends between Mare Island Way to the west and Interstate 780 (I-780) to the east. In the vicinity of the project corridor, the posted speed limit is 35 mph to the west and 40 mph to the east of Sonoma Boulevard.

Georgia Street is an east-west collector street that extends between Mare Island Way to the west and Ascot Parkway east of I-80. In the project area, it is 2-lanes to the west of Sonoma Boulevard and 4- lanes to the east. The posted speed limit is 25 mph.

Redwood Street is a 4-lane, east-west arterial road that extends between Sacramento Street to the west and I-80 to the east. In the vicinity of the project corridor, the posted speed limit is 30 mph.

Sereno Drive is a 4-lane east-west collector street that extends between White Slough to the west and Fairgrounds Drive to the east. In the vicinity of the project corridor, the posted speed limit is 25 mph.

1 Caltrans, 2010, http://traffic-counts.dot.ca.gov/.

2 Surface Transportation Assistance Act (STAA) of 1982 legalized operation of large STAA-designated trucks with a 48-foot semitrailer, an unlimited overall length, and an unlimited kingpin-to-rear-axle (KPRA) distance on the National Network.

Sonoma Boulevard Corridor Design Plan - Final Chapter 2 – Existing Conditions August 2012

Tennessee Street is a 4-lane, east-west arterial road that extends between Mare Island Way to the west and Columbus Parkway to the east. In the vicinity of the project corridor, the posted speed limit is 30 mph.

2.3.2 Traffic Operations

Traffic operations for the study area were analyzed using the Synchro (Version 7) software program. Synchro is based on procedures outlined in the Transportation Research Board's 2000 Highway Capacity Manual (HCM). The results of the analysis include a descriptive term known as level of service (LOS). LOS is a measure of traffic operating conditions, which varies from LOS A (indicating free flow traffic conditions with little or no delay) to LOS F (representing over-saturated conditions where traffic flows exceed design capacity resulting in long queues and delays). Table 2-1 summarizes the relationship between the average control delay per vehicle and LOS for signalized intersections.

TABLE 2-1 INTERSECTION LEVEL OF SERVICE THRESHOLDS

Signalized Intersection Control Delay Level of Service General Description (sec/veh)1 A 0 – 10.0 Little to no congestion or delays. B 10.1 – 20.0 Limited congestion. Short delays. C 20.1 – 35.0 Some congestion with average delays. D 35.1 – 55.0 Significant congestion and delays. E 55.1 – 80.0 Severe congestion and delays. F > 80.0 Total breakdown with extreme delays. Notes: 1. Control delay includes initial deceleration delay, queue move-up time, stopped delay, and acceleration delay. Source: Highway Capacity Manual, Chapter 16 (Signalized Intersections), Transportation Research Board, 2000.

Traffic operations was evaluated at six major intersections along the Project corridor including:

1. Sonoma Boulevard / SR-37 Westbound Ramps 2. Sonoma Boulevard / SR-37 Eastbound Ramps 3. Sonoma Boulevard / Redwood Street 4. Sonoma Boulevard / Tennessee Street 5. Sonoma Boulevard / Georgia Street 6. Sonoma Boulevard / Curtola Parkway

The analysis was performed for three scenarios including Existing (No Project), Existing With Project, and Future With Project conditions. The Project scenarios assume that the North/Central North corridors provide two travel lanes in each direction and that a road diet is implemented in the South/Central South corridors to provide one travel lane in each direction.

Sonoma Boulevard Corridor Design Plan - Final Chapter 2 – Existing Conditions August 2012

Existing Conditions

The existing conditions analysis was based on AM and PM peak hour traffic counts collected between 7-9 AM and 4-6 PM in August 2011. Existing peak hour traffic volumes and lane configurations are presented in Figure 2. Table 2-2 presents the intersection level of service results for all six study intersections. As shown, all study intersections are currently operating at LOS C or better during both AM and PM peak hours.

TABLE 2-2 EXISTING CONDITIONS INTERSECTION PEAK HOUR LEVELS OF SERVICE

Peak Location Control Delay2 LOS3 Hour

AM 16 B 1. Sonoma Boulevard / SR-37 Westbound Ramps Signal PM 24 C AM 21 C 2. Sonoma Boulevard / SR-37 Eastbound Ramps Signal PM 30 C AM 17 B 3. Sonoma Boulevard / Redwood Street Signal PM 27 C AM 18 B 4. Sonoma Boulevard / Tennessee Street Signal PM 22 C AM 13 B 5. Sonoma Boulevard / Georgia Street Signal PM 15 B AM 17 B 6. Sonoma Boulevard / Curtola Parkway Signal PM 19 B Source: Fehr & Peers, May 2012.

Project Conditions

Future (Year 2030) traffic volumes were derived from the Solano Transportation Authority (STA) Travel Demand Model (TDM). The base year and future year model projections were used to calculate annual growth rates which were applied to the existing traffic counts.

Figures 3 and 4 presents the Existing With Project and Future With Project peak hour traffic volumes and lane configurations assuming the proposed geometric improvements are implemented at the study intersections.

Table 2-3 presents the level of service results under Existing With Project and Future With Project conditions. The Existing No Project results are also provided in the table. As shown, under all scenarios, all six study intersections are anticipated to operate at LOS D or better during the weekday AM and PM peak hours. More detailed analyses (i.e. corridor-wide microsimulation, multi-modal level of service) is recommended to assess the potential impacts of the proposed improvements on operations along the corridor.

Based on the traffic operations analysis, northbound and southbound right-turn pockets are not necessary at the study intersections along the project corridor. However, right-turn pockets would improve operations and should be considered where curb extensions are not provided.

Sonoma Boulevard Corridor Design Plan - Final Chapter 2 – Existing Conditions August 2012

Based on the projected growth derived from the STA model, the future year Annual Daily Traffic (ADT) is between 15,000 and 19,500 in the South and Central South corridors and between 26,000 and 33,000 in the North and Central North corridors. The proposed road diet along the South and Central South corridors can accommodate the anticipated future demand. Many cities have successfully implemented road diets on facilities that served up to 23,000 daily vehicles. For the North and Central North corridors, four lane divided arterial roadways have a two-way capacity of approximately 35,000 daily vehicles so the future demand can be accommodated.

Sonoma Boulevard Corridor Design Plan - Final Chapter 2 – Existing Conditions

TABLE 2-3 INTERSECTION PEAK HOUR LEVELS OF SERVICE COMPARISON

Future (Year 2030) With Peak Existing No Project Existing With Project Location Control Project Hour Delay LOS Delay LOS Delay LOS

1. Sonoma Boulevard / SR-37 Westbound AM 16 B 16 B 25 C Signal Ramps PM 24 C 24 C 48 D 2. Sonoma Boulevard / SR-37 Eastbound AM 21 C 21 C 24 C Signal Ramps PM 30 C 30 C 48 D AM 17 B 19 B 21 C 3. Sonoma Boulevard / Redwood Street Signal PM 27 C 28 C 44 D AM 18 B 22 C 27 C 4. Sonoma Boulevard / Tennessee Street Signal PM 22 C 29 C 38 D AM 13 B 14 B 14 B 5. Sonoma Boulevard / Georgia Street Signal PM 15 B 17 B 19 B AM 17 B 17 B 19 B 6. Sonoma Boulevard / Curtola Parkway Signal PM 19 B 19 B 23 C Source: Fehr & Peers, May 2012.

Sonoma Boulevard Corridor Design Plan - Final Chapter 2 – Existing Conditions

2.3.3 Existing Pedestrian and Bicycle Network

This section describes the existing pedestrian and bicycle facilities within the project corridor.

Pedestrian Facilities

Typical pedestrian facilities include sidewalks, crosswalks, and pedestrian signals at signalized intersections. The existing pedestrian facilities along the project corridor are illustrated on Figure Z3. Sidewalks are generally provided on both sides of the project corridor, except on Sonoma Boulevard north of the SR-37 Eastbound ramp and between Sereno Drive and Ifland Way where sidewalks are intermittent. All six of the major intersections analyzed provide crosswalks on at least one approach crossing Sonoma Boulevard and the side street. The exception is at the SR-37 Westbound ramp, where only one crosswalk approach is provided on Sonoma Boulevard across the ramp. Pedestrian signals are also provided for crosswalks at all study intersections.

Bicycle Facilities

Sonoma Boulevard currently lacks bicycle facilities. Marin Street, which parallels Sonoma Boulevard to the west, provides a Class II bike lane extending from Alabama Street to Capitol Street. Tennessee Street provides a Class III bike route between Mare Island Way to the west and I-80 to the east. Other roadways with Class III bike routes intersecting the Project corridor include Louisiana Street, Nebraska Street, and Lewis Brown Drive.

2.3.4 Existing Transit Service Overview

Surface transit service providers in the project vicinity include Vallejo Transit, Napa County VINE, and Amtrak. Vallejo Transit provides local and regional bus service with connections to the Vallejo Ferry Terminal and the El Cerrito Del Norte, Pleasant Hill and Walnut Creek BART stations. The Napa County VINE also provides bus service to various destinations in Napa County. Additionally, Amtrak provides limited bus service to Martinez, Napa, and McKinleyville. Figure Z4 presents the existing transit services provided along the project corridor. The Baylink Ferry provides high speed ferry service to and from San Francisco. Each service is described below.

Vallejo Transit

Six Vallejo Transit bus routes operate along the project corridor on weekdays, and two routes operate on weekends. The characteristics of the Vallejo Transit routes operating in the area are summarized in Table 2-4. The six bus routes cover most of the Sonoma Boulevard corridor with gaps between Curtola Parkway and York Street and between Florida Street and Tennessee Street. Service is most concentrated between Valle Vista Ave and Sereno Drive, with all six bus routes running through this area. The Sereno Transit Center is a major transit point between Vallejo Transit bus routes and is located just to the east of the project corridor on Sereno Drive, between Sonoma Boulevard and Broadway. The Vallejo Transit Center, located at Sacramento Street and York Street is the major transit point in the southern part of the City. Opened in June 2011, it serves numerous bus lines and Exhibit 2-1: Vallejo Transit Center at Sacramento Street and Marin Street 6

Sonoma Boulevard Corridor Design Plan - Final Chapter 2 – Existing Conditions

bridges Old Town with the ferry terminal and waterfront.

Local fares as of June 2008 are $1.75 for youth and adults, and $0.85 for seniors or persons with disabilities. Express bus fares are $5.00 for youth and adults, and $2.50 for seniors or persons with disabilities. Monthly transit passes are also available for both types of service.

On July 1, 2011, Solano County Transit (SolTrans) officially took over the public transit program in Vallejo. As of August, 2011, transit service and fares in Vallejo have not changed since the transition.

Vine

Napa County VINE bus route 10 operates daily service along the project corridor. The characteristics of the VINE route are summarized in Table 2-3. The only VINE stop on the project corridor is located on Sonoma Boulevard just north of Couch Street. The fare is zone-based. The adult fares for traveling intrazone, one, and two zones are $1.35, $2.15, and $2.90, respectively. The youth fares for traveling intrazone, one, and two zones are $1.10, $1.60, and $2.00, respectively. The reduced fares for seniors and persons with disabilities traveling intrazone, one, and two zones are $0.65, $1.00, and $1.25, respectively.

Amtrak

The Amtrak Thruway Bus Route 7 operates daily service in the northern section of the project corridor. The characteristics of the Amtrak route are summarized in Table 2-3. The Amtrak Thruway Bus stop is located on the west side of Sonoma Boulevard south of the SR-37 interchange and services Amtrak rail passengers between the Martinez Amtrak station and Napa or McKinleyville. The route schedule is timed with the arrival and departure of San Joaquin Amtrak trains. Northbound buses only discharge passengers at the Vallejo stop.

Baylink Ferry

The Baylink Ferry operates daily service for Vallejo and the North Bay Region to and from San Francisco. The Vallejo ferry terminal is located near the Sonoma Boulevard study corridor, five blocks west on Georgia Street where it terminates at Mare Island Way. It is accessible via public transit by the numerous bus lines that terminate at the Vallejo Transit Center located at Sacramento Street and York Street. The recently completed parking structure, which provides parking for both the ferry terminal and the Vallejo Transit Center, supplies 750 parking spaces under Phase I; with the completion of Phase II of the project, a total of 1,200 parking spaces will be provided. The adult fare for one-way travel to San Francisco is $13.00. The fare is $6.50 for youths, seniors, and persons with disabilities. The characteristics of the Baylink Ferry are summarized in Table 2-3.

2.3.5 Parking

On-street parking along Sonoma Boulevard is provided via parallel parking. Parking is generally provided on Sonoma Boulevard south of Valle Vista Avenue. Parking is generally prohibited between Valle Vista Avenue and the SR-37 interchange. There are two segments along the northern portion of the project corridor that allow parking, both of which are on the west side: just north of Redwood Street and just south of the SR-37 eastbound ramps. Figure Z5 presents the locations of the various parking restrictions and street cleaning rules.

Sonoma Boulevard Corridor Design Plan - Final Chapter 2 – Existing Conditions

TABLE 2-4 TRANSIT SERVICE SUMMARY Weekday Weekend Line Route Nearest Stop Hours Headway Hours Headway Local Routes Various stops on South Vallejo Sonoma Blvd 30 minutes 4:50 a.m. to 8:28 5:50 a.m. to 10:58 Vallejo Transit 1 to Rancho between Valle 30 minutes (60 minutes p.m. p.m. Vallejo Vista Ave and for last bus) SR-37 Various stops on Northeast Sonoma Blvd 6:30 a.m. to 10:40 5:17 a.m. to 7:58 Vallejo Transit 2 Vallejo to between Valle 60 minutes p.m. (Saturday 60 minutes p.m. Downtown Vista Ave and only) SR-37 Sonoma Blvd Tuolumne 9:30 a.m. to 4:57 north of 6:51 a.m. to 6:57 Vallejo Transit 4 Street to 60 minutes p.m. (Saturday 60 minutes Redwood St, and p.m. Downtown only) at Jeffry St Redwood Parkway to Sonoma Blvd 6:27 a.m. (6:57 5:30 a.m. to 8:38 Vallejo Transit 5 Gateway Plaza north of 30 minutes a.m. Sun) to 6:15 60 minutes p.m. to Springs Redwood St p.m. Road Springs Road Sonoma Blvd to Gateway north of 7:30 a.m. to 8:12 5:20 a.m. to 8:12 Vallejo Transit 7 Plaza to Redwood St, at 30 minutes p.m. (Saturday 30 minutes p.m. Redwood Jeffry St, and at only) Parkway Lozier Al Regional Routes Various stops on 30 minutes 6:35 a.m. to 10:28 Sonoma Blvd (a.m. peak) Vallejo Transit Vallejo to 5:35 a.m. to 11:28 p.m. (Saturday) between 60 minutes 120 minutes 85 Fairfield p.m. 8:35 a.m. to 8:28 Tennessee St (all other p.m. (Sunday) and Sereno Dr times) 7:20 a.m. to 9:26 Vallejo to Sonoma Blvd at 5:07 a.m. to 9:43 p.m. (Saturday) Vine Route 10 60 minutes 90 minutes Calistoga Couch St p.m. 8:19 a.m. to 6:46 p.m. 10:50 a.m., 3:50 10:50 a.m., 3:50 p.m., 7:10 p.m. p.m., 7:10 p.m. Amtrak Thruway West side of Martinez to (Northbound (Northbound Bus Route 7 Sonoma Blvd n/a n/a Napa discharge only) discharge only) Napa Loop south of SR-37 12:55 p.m., 4:45 12:55 p.m., 4:45 p.m (Southbound) p.m (Southbound) 10:50 a.m. 10:50 a.m. Amtrak Thruway West side of (Northbound) Martinez to (Northbound) Bus Route 7 Sonoma Blvd n/a 7:50 a.m., 9:20 n/a McKinleyville 7:50 a.m., 9:20 McKinleyville south of SR-37 a.m. a.m. (Southbound) (Southbound) Vallejo Ferry ~60 minutes Vallejo to San Terminal, Mare 5:30 a.m. to 7:15 (peak), 90- 8:30 a.m. to 9:00 Baylink Ferry 90 minutes Francisco Island Way at p.m. 150 minutes p.m. Georgia St (off-peak) Sources: Vallejo Transit, Napa County Transportation and Planning Agency, Amtrak, and Baylink Ferry (July, 2011)

LIFORN CA IA 37

Columbus Pkwy

Tuolumne St Fairgrounds Dr

Broadway St

Turner Pkwy

Sereno Dr

Ascot Pkwy LIFORN CA IA 29

Redwood St Redwood Pkwy

Sacramento St

Valle Vista Ave

Wilson Ave

Couch St 80

Nebraska St Tuolumne St Tuolumne G St

Oakwood Ave Tennessee St

Tennessee St Amador St Amador

Springs Rd Florida St

Alameda St

Mare Island Way

Solano Ave Georgia St Georgia St

Curtola Pkwy

Rollingwood Dr

Waterfront Ave

Benicia Rd

Sonoma Blvd

Lemon St

780

LEGEND Glen Cove Pkwy Magazine St Study Intersection

Project Corridor

00.125 0.25 0.5 0.75 1 Sonoma Boulevard Corridor Design Plan Miles

PROJECT STUDY AREA WC11-2837_1_StudyArea FIGURE 1

) 3 (10)

)

FIGURE 2 12 (36) 12 57 (97) 57 4 7 147 (251)

1 

7 132 (154) ( (

351 (477) 351 360 (505) 360 5 (3)

8  

 100 (88) 83 (76) 2 167 (196) 399 (315) 6 93 (145) 218 (216)

6 (3) 6

14 (24) 14

38 (52) 38 Sonoma Blvd Georgia St (3) 1



Curtola Pkwy  Tennessee St

 (3) 3

1 (1) 1

Sonoma Blvd Sonoma Blvd Sonoma Coral Rd Coral Sonoma Blvd Sonoma

  

127 (208) 127

47 (73) 47 96 (140) 96

153 (193) 153

297 (399) 297 318 (506) 318 3 (8) 3



35 (56) 35 19 (20) 19 71 (72) 71 1 (2) EXISTING CONDITIONS   17 (62) 17 (38) 29 (52) 42 (120) 73 (131) 230 (389) 104 (132) 156 (261) 5 6 4

Rollingwood Dr

39 (106) 39 79 (134) 79

71 (105) 71 Ascot Pkwy n 517 (1,087) 517 322 (584) 322 505 (995) 505 Gle

 

 49 (131) 148 (287) 100 (190) 189 (301) 102 (70) 839 (812) 317 (346) 37 (98) 37  

Columbus Pkwy Redwood St

Georgia St Lewis Brown Dr

 SR37 WB Off Ramp Springs Rd

Redwood Pkwy Ave Oakwood

Sonoma Blvd Sonoma Sonoma Blvd Sonoma Sonoma Blvd Sonoma  

780 161 (169) 161 121 (208) 121 agazine S

Benicia Rd M

828 (840) 828 377 (572) 377 1,386 (1,627) 1,386

Turner PkwyTurner  135 (233) 135  17 (80) 78 (87)

Tennessee St Tennessee  114 (87) 195 (443) 131 (301) 146 (292) SR37 EB Off Ramp 3 2 1

Fairgrounds Dr

Tuolumne St Ave Solano Lemon St Lemon

Amador St

IA N

I L

A C Redwood St Sonoma Blvd

Alameda St

Nebraska St Sereno Dr Sereno

Tuolumne St

Valle Vista Vista Valle Ave Broadway St

Florida St

Georgia St

Tennessee St Tennessee

Curtola Pkwy Couch St Couch

A I 4 N

R 5 6 3

1 I L

A C 2 PEAK HOUR TURNING MOVEMENT VOLUMES, LANE CONFIGURATIONS AND TRAFFIC CONTROL LANE CONFIGURATIONS VOLUMES, PEAK HOUR TURNING MOVEMENT

Sacramento St

Mare Island Way

G St Waterfront Ave Wilson Ave AM (PM) Peak Hour Peak AM (PM) Volumes Traffic Intersection Signalized Study Intersection 1 XX (YY) LEGEND Not to Scale Not to WC11-2837_2_ExVol

) 3 (10)

)

FIGURE 3 12 (36) 12 57 (97) 57 4 7 147 (251)

1 

7 132 (154) ( (

351 (477) 351 360 (505) 360 5 (3)

8  

 100 (88) 83 (76) 2 167 (196) 399 (315) 6 93 (145) 218 (216)

6 (3) 6

14 (24) 14

38 (52) 38 Sonoma Blvd Georgia St (3) 1  

Curtola Pkwy Tennessee St

 (3) 3

1 (1) 1

Sonoma Blvd Sonoma Blvd Sonoma Coral Rd Coral Sonoma Blvd Sonoma

  

127 (208) 127

47 (73) 47 96 (140) 96

153 (193) 153

297 (399) 297 318 (506) 318 3 (8) 3



35 (56) 35 19 (20) 19 71 (72) 71 1 (2)   17 (62) 17 (38) 29 (52) 42 (120) 73 (131) 230 (389) 104 (132) 156 (261) 5 6 4

Rollingwood Dr

79 (134) 79 39 (106) 39

71 (105) 71 Ascot Pkwy

EXISTING PLUS PROJECT CONDITIONS EXISTING PLUS n 517 (1,087) 517 322 (584) 322 505 (995) 505 Gle

 

 49 (131) 148 (287) 100 (190) 189 (301) 102 (70) 839 (812) 317 (346) 37 (98) 37  

Columbus Pkwy Redwood St

Georgia St Lewis Brown Dr



SR37 WB Off Ramp Springs Rd

Redwood Pkwy Ave Oakwood

Sonoma Blvd Sonoma Blvd Sonoma Sonoma Blvd Sonoma  

780 161 (169) 161 121 (208) 121 agazine S

Benicia Rd M

828 (840) 828 377 (572) 377 1,386 (1,627) 1,386

Turner PkwyTurner  135 (233) 135  17 (80) 78 (87)

Tennessee St Tennessee  114 (87) 146 (292) 195 (443) 131 (301) SR37 EB Off Ramp 2 3 1

Fairgrounds Dr

Tuolumne St Ave Solano Lemon St Lemon

Amador St

IA N

I L

A C Redwood St Sonoma Blvd

Alameda St

Nebraska St Sereno Dr Sereno

Tuolumne St

Valle Vista Vista Valle Ave Broadway St

Florida St

Georgia St

Tennessee St Tennessee

Curtola Pkwy Couch St Couch

A I 4 N

R 5 6 3

1 I L

A C 2 PEAK HOUR TURNING MOVEMENT VOLUMES, LANE CONFIGURATIONS AND TRAFFIC CONTROL LANE CONFIGURATIONS VOLUMES, PEAK HOUR TURNING MOVEMENT

Sacramento St

Mare Island Way

G St Waterfront Ave Wilson Ave AM (PM) Peak Hour Peak AM (PM) Volumes Traffic Intersection Signalized Study Intersection 1 XX (YY) LEGEND Not to Scale Not to WC11-2837_3_ExPPVol

4 (12)

FIGURE 4 14 (43) 14

68 (116) 68 176 (301)

 158 (185)

421 (572) 421 432 (606) 432 6 (4)

 

 120 (106) 100 (91) 25 (17) 200 (235) 479 (378) 112 (174) 262 (259) 82 (92)

7 (4) 7

17 (29) 17

46 (62) 46 Sonoma Blvd Georgia St (4) 1  

Curtola Pkwy Tennessee St

 (4) 4

1 (1) 1

Sonoma Blvd Sonoma Blvd Sonoma Coral Rd Coral Sonoma Blvd Sonoma

  

152 (250) 152

56 (88) 56 115 (168) 115

184 (232) 184

356 (479) 356 382 (607) 382 4 (10) 4



42 (67) 42 23 (24) 23 85 (86) 85 1 (2)   20 (74) 20 (46) 35 (62) 50 (144) 88 (157) 276 (467) 125 (158) 187 (313) 5 6 4

Rollingwood Dr

FUTURE PLUS PROJECT CONDITIONS FUTURE PLUS

95 (161) 95 47 (127) 47

85 (126) 85 Ascot Pkwy n 620 (1,304) 620 386 (701) 386 606 (1,194) 606 Gle

 

 59 (157) 178 (344) 120 (228) 227 (361) 122 (84) 1,007 (974) 380 (415) 44 (118) 44  

Columbus Pkwy Redwood St

Georgia St Lewis Brown Dr



SR37 WB Off Ramp Springs Rd

Redwood Pkwy Ave Oakwood

Sonoma Blvd Sonoma Blvd Sonoma Sonoma Blvd Sonoma  

780 193 (203) 193 145 (250) 145 agazine S

Benicia Rd M

994 (1,008) 994 452 (686) 452 1,663 (1,952) 1,663

Turner PkwyTurner  162 (280) 162  20 (96)

Tennessee St Tennessee  94 (104) 175 (350) 137 (104) 234 (532) 157 (361) SR37 EB Off Ramp 2 3 1

Fairgrounds Dr

Tuolumne St Ave Solano Lemon St Lemon

Amador St

IA N

I L

A C Redwood St Sonoma Blvd

Alameda St

Nebraska St Sereno Dr Sereno

Tuolumne St

Valle Vista Vista Valle Ave Broadway St

Florida St

Georgia St

Tennessee St Tennessee

Curtola Pkwy Couch St Couch

A I 4 N

R 5 6 3

1 I L

A C 2 PEAK HOUR TURNING MOVEMENT VOLUMES, LANE CONFIGURATIONS AND TRAFFIC CONTROL LANE CONFIGURATIONS VOLUMES, PEAK HOUR TURNING MOVEMENT

Sacramento St

Mare Island Way

G St Waterfront Ave Wilson Ave AM (PM) Peak Hour Peak AM (PM) Volumes Traffic Intersection Signalized Study Intersection 1 XX (YY) LEGEND Not to Scale Not to WC11-2837_4_FutPPVol MATCHLINE – SEE LEFT Valle Vista Ave

LIFORN CA IA 29

Nebraska St

Tuolumne St Sonoma Blvd Sonoma

Broadway St

Sonoma Blvd

Tennessee St LIFORN CA IA

37 Sacramento St Sacramento

Florida St

Sereno Dr

LIFORN CA IA Georgia St 29 Couch St

Redwood St LEGEND

Sacramento St Sidewalk Signalized Pedestrian Curtola Pkwy Crossing

MATCHLINE – SEE RIGHT 00.05 0.1 0.2 0.3 0.4 Sonoma Boulevard Corridor Design Plan Miles

EXISTING PEDESTRIAN FACILITIES WC11-2837_Z3_PedFac FIGURE Z3 MATCHLINE – SEE LEFT Valle Vista Ave 2 1 LEGEND V V 85 Vallejo Transit Stop 1 A 1 2 4 LIFORN CA IA 5 6 7 29 85

VINE Stop V VINE Route 10 Amtrak Stop A Amtrak Thruway Bus 1

Nebraska St Sonoma Blvd Sonoma Tuolumne St 4 2

A Broadway St

V Tennessee St 6 LIFORN CA IA 85

37 Sacramento St Sacramento

Sonoma Blvd

Sereno 4 Florida St Transit 5 7 Center Sereno Dr 7 85 2 1 V 4 5

7 5 2 6 LIFORN CA IA Georgia St 29 Couch St 4 Vallejo Transit 4 7 Center 5

7 5 Redwood St

Sacramento St V Curtola Pkwy 1 2 85

MATCHLINE – SEE RIGHT 00.05 0.1 0.2 0.3 0.4 Sonoma Boulevard Corridor Design Plan Miles

EXISTING TRANSIT ROUTES WC11-2837_Z4_Transit FIGURE Z4 MATCHLINE – SEE LEFT Valle Vista Ave

LIFORN CA IA 29

Nebraska St

Tuolumne St Sonoma Blvd Sonoma

Broadway St

Tennessee St LIFORN CA IA

37 Sonoma Blvd Sacramento St Sacramento

Florida St

LEGEND Sereno Dr Parking Restrictions 2-hour Parking, 5 AM-11 PM 2-hour Parking,

LIFORN 5 AM-7 PM CA IA Georgia St 29 Couch St 2-hour Parking, 7AM-6 PM 1-hour Parking, 7AM-6 PM No Parking Street Cleaning Restrictions Redwood St No Parking, SacramentSacramento St 5 AM-7AM, MWF Curtola Pkwy No Parking,

oSo St 5 AM-7AM, Thursday

MATCHLINE – SEE RIGHT 00.05 0.1 0.2 0.3 0.4 Sonoma Boulevard Corridor Design Plan Miles

EXISTING ON-STREET PARKING RESTRICTIONS WC11-2837_Z5_ExOnPark FIGURE Z5