Question 1
• 1 to 3 blocks away from Homestead Road
Question 2
• I bike on Homestead Road for recreation
• I bike on Homestead Road for commuting to work or school • I drive on Homestead Road
Question 3
Keep the part-time bike lanes the same as today: Strongly Disagree Extend the part-time bike lane hours: Disagree
Convert some part-time bike lanes into full-time bike lanes: Neutral Convert all part-time bike lanes into full-time bike lanes: Strongly Agree Question 4
7am to 10pm weekdays and weekends
Question 5
No response
Question 6
• I would bike the same as I do now on Homestead Road.
Question 7
the part time bike lanes are very dangerous for cyclists who may not be super confident riding in traffic if they encounter a parked car - this would make the corridor, which is a school route for several schools more safe Name not available
October 17, 2022, 10:17 AM
Question 1
• Elsewhere (in Sunnyvale)
Question 2
• I bike on Homestead Road for recreation
• I drive on Homestead Road
Question 3
Keep the part-time bike lanes the same as today: Strongly Disagree Extend the part-time bike lane hours: Strongly Disagree Convert some part-time bike lanes into full-time bike lanes: Strongly Disagree
Convert all part-time bike lanes into full-time bike lanes: Strongly Agree Question 4
No response
Question 5
No response
Question 6
• I would bike more often on Homestead Road.
Question 7
No response
Ian Hlady
inside Sunnyvale
October 17, 2022, 9:49 PM
Question 1
• 1 to 3 blocks away from Homestead Road
Question 2
• I bike on Homestead Road for commuting to work or school • I drive on Homestead Road
Question 3
Keep the part-time bike lanes the same as today: Disagree Extend the part-time bike lane hours: Neutral
Convert some part-time bike lanes into full-time bike lanes: Neutral Convert all part-time bike lanes into full-time bike lanes: Strongly Agree Question 4
No response
Question 5
No response
Question 6
• I would bike the same as I do now on Homestead Road.
108 | www.opentownhall.com/12240 Created with OpenGov | October 26, 2022, 8:16 AM Homestead Bike Lane Study
How do you feel about converting the part-time bike lanes to full-time bike lanes on Homestead Road? Attachment 2
Question 7
No response
Name not shown
inside Sunnyvale
October 17, 2022, 9:56 PM
Question 1
• Elsewhere (in Sunnyvale)
Question 2
• I drive on Homestead Road
• I park on Homestead Road
Question 3
Keep the part-time bike lanes the same as today: Neutral Extend the part-time bike lane hours: Neutral
Convert some part-time bike lanes into full-time bike lanes: Agree Convert all part-time bike lanes into full-time bike lanes: Strongly Agree Question 4
No response
Question 5
No response
Question 6
• I would bike more often on Homestead Road.
Question 7
I will only use bike lanes on a 35MPH road if they are protected. Flimsy bollards don't count as protection.
Fanny STRUDEL
inside Sunnyvale
October 17, 2022, 11:05 PM
Question 1
• 1 to 3 blocks away from Homestead Road
Question 2
• I bike on Homestead Road for recreation
• I bike on Homestead Road for commuting to work or school • I drive on Homestead Road
Question 3
Keep the part-time bike lanes the same as today: Disagree Extend the part-time bike lane hours: Neutral
Convert some part-time bike lanes into full-time bike lanes: Strongly Agree
Convert all part-time bike lanes into full-time bike lanes: Agree Question 4
No response
Question 5
• Bernardo Ave to Wright Ave
• Wright Ave to Samedra St
• Samedra St to Mary Ave
• Mary Ave to Kennewick Dr
Question 6
• I would bike the same as I do now on Homestead Road.
Question 7
No response
Name not available
October 18, 2022, 2:32 PM
Question 1
• Elsewhere (outside of Sunnyvale)
Question 2
• I drive on Homestead Road
Question 3
Keep the part-time bike lanes the same as today: Agree
Extend the part-time bike lane hours: Neutral
Convert some part-time bike lanes into full-time bike lanes: Agree Convert all part-time bike lanes into full-time bike lanes: Disagree Question 4
109 | www.opentownhall.com/12240 Created with OpenGov | October 26, 2022, 8:16 AM Homestead Bike Lane Study
How do you feel about converting the part-time bike lanes to full-time bike lanes on Homestead Road? Attachment 2
No response
Question 5
• Bernardo Ave to Wright Ave
• Wright Ave to Samedra St
• Samedra St to Mary Ave
• Mary Ave to Kennewick Dr
• Kennewick Dr to New Brunswick Ave
• Sunnyvale Saratoga Rd/De Anza Blvd to Blue Jay Dr
Question 6
• I do not bike on Homestead Road.
Question 7
No response
Name not shown
outside Sunnyvale
October 20, 2022, 1:51 PM
Question 1
• Elsewhere (outside of Sunnyvale)
Question 2
• I bike on Homestead Road for commuting to work or school Question 3
Keep the part-time bike lanes the same as today: Disagree Extend the part-time bike lane hours: Strongly Agree
Convert some part-time bike lanes into full-time bike lanes: Strongly Agree
Convert all part-time bike lanes into full-time bike lanes: Strongly Agree Question 4
7am to 11pm all week
Question 5
• Bernardo Ave to Wright Ave
• Wright Ave to Samedra St
• Samedra St to Mary Ave
• Mary Ave to Kennewick Dr
• Kennewick Dr to New Brunswick Ave
• Sunnyvale Saratoga Rd/De Anza Blvd to Blue Jay Dr
• Blaney Ave to Heron Ave (North side of Homestead Rd)
• Blaney Ave to Heron Ave (South side of Homestead Rd)
• Heron Ave to Wolfe Rd (North side of Homestead Rd)
• Heron Ave to Linnet Ln (South side of Homestead Rd)
• Wolfe Rd to Nightingale Ave
• Peacock Ave to Quail Ave
• Quail Ave to Kaiser Entrance
Question 6
• I would bike more often on Homestead Road.
Question 7
No response
Name not shown
inside Sunnyvale
October 20, 2022, 4:29 PM
Question 1
• On Homestead Road
Question 2
• My guests park on Homestead Road
Question 3
Keep the part-time bike lanes the same as today: Strongly Agree Extend the part-time bike lane hours: Disagree
Convert some part-time bike lanes into full-time bike lanes: Strongly Disagree
Convert all part-time bike lanes into full-time bike lanes: Strongly Disagree
Question 4
No response
Question 5
No response
Question 6
110 | www.opentownhall.com/12240 Created with OpenGov | October 26, 2022, 8:16 AM Homestead Bike Lane Study
How do you feel about converting the part-time bike lanes to full-time bike lanes on Homestead Road? Attachment 2
• I do not bike on Homestead Road.
Question 7
No response
Name not available
October 20, 2022, 4:39 PM
Question 1
• On Homestead Road
Question 2
• I bike on Homestead Road for recreation
• I bike on Homestead Road for commuting to work or school • I drive on Homestead Road
• I park on Homestead Road
• My guests park on Homestead Road
Question 3
Keep the part-time bike lanes the same as today: Disagree Extend the part-time bike lane hours: Disagree
Convert some part-time bike lanes into full-time bike lanes: Agree Convert all part-time bike lanes into full-time bike lanes: Agree Question 4
No response
Question 5
No response
Question 6
• I would bike more often on Homestead Road.
Question 7
No response
Arwen Dave
inside Sunnyvale
October 20, 2022, 9:29 PM
Question 1
• Elsewhere (in Sunnyvale)
Question 2
• I bike on Homestead Road for recreation
• I drive on Homestead Road
Question 3
Keep the part-time bike lanes the same as today: Strongly Disagree Extend the part-time bike lane hours: Agree
Convert some part-time bike lanes into full-time bike lanes: Agree Convert all part-time bike lanes into full-time bike lanes: Strongly Agree Question 4
extend to 7pm, past the height of the commute.
Question 5
• Bernardo Ave to Wright Ave
• Wright Ave to Samedra St
• Samedra St to Mary Ave
• Mary Ave to Kennewick Dr
• Kennewick Dr to New Brunswick Ave
• Sunnyvale Saratoga Rd/De Anza Blvd to Blue Jay Dr
• Blaney Ave to Heron Ave (North side of Homestead Rd)
• Blaney Ave to Heron Ave (South side of Homestead Rd)
• Heron Ave to Wolfe Rd (North side of Homestead Rd)
• Heron Ave to Linnet Ln (South side of Homestead Rd)
• Wolfe Rd to Nightingale Ave
• Peacock Ave to Quail Ave
• Quail Ave to Kaiser Entrance
Question 6
• I would bike more often on Homestead Road.
Question 7
Consider road diet, reduce speed limit, convert gutter to flat and then upward curve rather than 90degrees to allow car and bikes more options, allow for 33" bikes.
Name not available
October 21, 2022, 5:07 PM
Question 1
111 | www.opentownhall.com/12240 Created with OpenGov | October 26, 2022, 8:16 AM Homestead Bike Lane Study
How do you feel about converting the part-time bike lanes to full-time bike lanes on Homestead Road? Attachment 2
• Elsewhere (in Sunnyvale)
Question 2
• I drive on Homestead Road
Question 3
Keep the part-time bike lanes the same as today: Strongly Disagree Extend the part-time bike lane hours: Strongly Disagree Convert some part-time bike lanes into full-time bike lanes: Strongly Disagree
Convert all part-time bike lanes into full-time bike lanes: Strongly Agree Question 4
No response
Question 5
No response
Question 6
• I do not bike on Homestead Road.
Question 7
Although I do not bike on Homestead: my child does!
Name not available
October 21, 2022, 5:25 PM
Question 1
• Elsewhere (outside of Sunnyvale)
Question 2
• I bike on Homestead Road for recreation
• I bike on Homestead Road for commuting to work or school • I drive on Homestead Road
Question 3
Keep the part-time bike lanes the same as today: Disagree Extend the part-time bike lane hours: Agree
Convert some part-time bike lanes into full-time bike lanes: Strongly Agree
Convert all part-time bike lanes into full-time bike lanes: Strongly Agree Question 4
7am to midnight daily
Question 5
No response
Question 6
• I would bike more often on Homestead Road.
Question 7
No response
Anthony Lim
inside Sunnyvale
October 21, 2022, 5:25 PM
Question 1
• On Homestead Road
Question 2
• I bike on Homestead Road for recreation
• I bike on Homestead Road for commuting to work or school • I drive on Homestead Road
• I park on Homestead Road
• My guests park on Homestead Road
Question 3
Keep the part-time bike lanes the same as today: Strongly Agree Extend the part-time bike lane hours: Strongly Disagree Convert some part-time bike lanes into full-time bike lanes: Strongly Disagree
Convert all part-time bike lanes into full-time bike lanes: Strongly Disagree
Question 4
No response
Question 5
No response
Question 6
112 | www.opentownhall.com/12240 Created with OpenGov | October 26, 2022, 8:16 AM Homestead Bike Lane Study
How do you feel about converting the part-time bike lanes to full-time bike lanes on Homestead Road? Attachment 2
• I would bike the same as I do now on Homestead Road.
Question 7
I'm strongly against making the lanes full time since I live and park on W Homestead Rd. Already, it's difficult parking on W Homestead during the day. This would also decrease the value of my home.
Name not shown
outside Sunnyvale
October 21, 2022, 6:43 PM
Question 1
• Elsewhere (outside of Sunnyvale)
Question 2
• I bike on Homestead Road for commuting to work or school • I drive on Homestead Road
Question 3
Keep the part-time bike lanes the same as today: Strongly Disagree Extend the part-time bike lane hours: Agree
Convert some part-time bike lanes into full-time bike lanes: Strongly Agree
Convert all part-time bike lanes into full-time bike lanes: Strongly Agree Question 4
No response
Question 5
• Bernardo Ave to Wright Ave
• Wright Ave to Samedra St
• Samedra St to Mary Ave
• Mary Ave to Kennewick Dr
• Kennewick Dr to New Brunswick Ave
• Sunnyvale Saratoga Rd/De Anza Blvd to Blue Jay Dr
• Blaney Ave to Heron Ave (North side of Homestead Rd)
• Blaney Ave to Heron Ave (South side of Homestead Rd)
• Heron Ave to Wolfe Rd (North side of Homestead Rd)
• Heron Ave to Linnet Ln (South side of Homestead Rd)
• Wolfe Rd to Nightingale Ave
• Peacock Ave to Quail Ave
• Quail Ave to Kaiser Entrance
Question 6
• I would bike more often on Homestead Road.
Question 7
I used to ride my bike to work frequently down Homestead, however, had too many close calls to make it worth it. I had to alter my route to get to work from 8 to 12 miles for a safer commute. The Homestead commute is incredibly dangerous.
Name not available
October 21, 2022, 8:28 PM
Question 1
• Elsewhere (in Sunnyvale)
Question 2
• I bike on Homestead Road for commuting to work or school • I drive on Homestead Road
Question 3
Keep the part-time bike lanes the same as today: Strongly Disagree Extend the part-time bike lane hours: Disagree
Convert some part-time bike lanes into full-time bike lanes: Neutral Convert all part-time bike lanes into full-time bike lanes: Strongly Agree Question 4
No response
Question 5
• Wright Ave to Samedra St
• Samedra St to Mary Ave
• Mary Ave to Kennewick Dr
• Kennewick Dr to New Brunswick Ave
Question 6
• I would bike more often on Homestead Road.
Question 7
No response
Marc Schaub
113 | www.opentownhall.com/12240 Created with OpenGov | October 26, 2022, 8:16 AM Homestead Bike Lane Study
How do you feel about converting the part-time bike lanes to full-time bike lanes on Homestead Road? Attachment 2
inside Sunnyvale
October 21, 2022, 10:14 PM
Question 1
• 1 to 3 blocks away from Homestead Road
Question 2
• I bike on Homestead Road for commuting to work or school Question 3
Keep the part-time bike lanes the same as today: Disagree Extend the part-time bike lane hours: Strongly Agree
Convert some part-time bike lanes into full-time bike lanes: Agree Convert all part-time bike lanes into full-time bike lanes: Agree Question 4
7pm on weekdays similar to carpool hours
Question 5
• Bernardo Ave to Wright Ave
• Wright Ave to Samedra St
• Samedra St to Mary Ave
• Mary Ave to Kennewick Dr
• Kennewick Dr to New Brunswick Ave
• Sunnyvale Saratoga Rd/De Anza Blvd to Blue Jay Dr
• Blaney Ave to Heron Ave (North side of Homestead Rd)
• Blaney Ave to Heron Ave (South side of Homestead Rd)
• Heron Ave to Wolfe Rd (North side of Homestead Rd)
• Heron Ave to Linnet Ln (South side of Homestead Rd)
• Wolfe Rd to Nightingale Ave
• Peacock Ave to Quail Ave
Question 6
• I would bike more often on Homestead Road.
Question 7
I commute by bike on Homestead to Apple everyday I'm at work along with many other Apple employees. 35-40 MPH is too fast for bikers to be safely moving into car traffic to avoid parked cars. Bike lanes should be clear during commute hours.
Name not available
October 23, 2022, 10:52 AM
Question 1
• On Homestead Road
Question 2
• I drive on Homestead Road
• I park on Homestead Road
• My guests park on Homestead Road
Question 3
Keep the part-time bike lanes the same as today: Neutral Extend the part-time bike lane hours: Disagree
Convert some part-time bike lanes into full-time bike lanes: Disagree Convert all part-time bike lanes into full-time bike lanes: Strongly Disagree
Question 4
No response
Question 5
No response
Question 6
• I do not bike on Homestead Road.
Question 7
Single driving lane with permanent parking and protected bike lane from Hollenbeck to Belleville would be the ideal option. The needs of the residents should come first.
Name not available
October 23, 2022, 1:42 PM
Question 1
• On Homestead Road
Question 2
• Other - I walk on Homestead Rd for commuting to school Question 3
114 | www.opentownhall.com/12240 Created with OpenGov | October 26, 2022, 8:16 AM Homestead Bike Lane Study
How do you feel about converting the part-time bike lanes to full-time bike lanes on Homestead Road? Attachment 2
Keep the part-time bike lanes the same as today: Neutral Extend the part-time bike lane hours: Agree
Convert some part-time bike lanes into full-time bike lanes: Disagree Convert all part-time bike lanes into full-time bike lanes: Disagree Question 4
No response
Question 5
No response
Question 6
• I do not bike on Homestead Road.
Question 7
No response
Name not available
October 23, 2022, 8:42 PM
Question 1
• Elsewhere (in Sunnyvale)
Question 2
• I drive on Homestead Road
• Other - occasionally park on homestead
Question 3
Keep the part-time bike lanes the same as today: Strongly Agree Extend the part-time bike lane hours: Strongly Disagree Convert some part-time bike lanes into full-time bike lanes: Strongly Disagree
Convert all part-time bike lanes into full-time bike lanes: Strongly Disagree
Question 4
No response
Question 5
No response
Question 6
• I do not bike on Homestead Road.
Question 7
I am not in favor of converting these lanes, bike lanes are not used all day only during school commutes.
Name not available
October 23, 2022, 8:47 PM
Question 1
• Elsewhere (outside of Sunnyvale)
Question 2
• I drive on Homestead Road
• I park on Homestead Road
Question 3
Keep the part-time bike lanes the same as today: Strongly Agree Extend the part-time bike lane hours: Strongly Disagree Convert some part-time bike lanes into full-time bike lanes: Strongly Disagree
Convert all part-time bike lanes into full-time bike lanes: Strongly Disagree
Question 4
No response
Question 5
No response
Question 6
• I do not bike on Homestead Road.
Question 7
No response
Name not available
October 23, 2022, 8:59 PM
Question 1
• Elsewhere (outside of Sunnyvale)
115 | www.opentownhall.com/12240 Created with OpenGov | October 26, 2022, 8:16 AM Homestead Bike Lane Study
How do you feel about converting the part-time bike lanes to full-time bike lanes on Homestead Road? Attachment 2
Question 2
• I drive on Homestead Road
• I park on Homestead Road
Question 3
Keep the part-time bike lanes the same as today: Strongly Agree Extend the part-time bike lane hours: Disagree
Convert some part-time bike lanes into full-time bike lanes: Strongly Disagree
Convert all part-time bike lanes into full-time bike lanes: Strongly Disagree
Question 4
No response
Question 5
No response
Question 6
• I do not bike on Homestead Road.
Question 7
My parents live on Homestead. Whenever we visit we rely on street parking. Please do not change it!
Name not shown
inside Sunnyvale
October 23, 2022, 9:52 PM
Question 1
• 1 to 3 blocks away from Homestead Road
Question 2
• I drive on Homestead Road
• Other - I park on homestead when visiting people that live there. There is no other parking nearby
Question 3
Keep the part-time bike lanes the same as today: Agree
Extend the part-time bike lane hours: Disagree
Convert some part-time bike lanes into full-time bike lanes: Disagree Convert all part-time bike lanes into full-time bike lanes: Strongly Disagree
Question 4
No response
Question 5
No response
Question 6
• I do not bike on Homestead Road.
Question 7
Could homestead be converted to 1 lane like on Mary ave to allow for parking and a bike lane?
Name not available
October 24, 2022, 9:04 AM
Question 1
• 1 to 3 blocks away from Homestead Road
Question 2
• I drive on Homestead Road
• I park on Homestead Road
Question 3
Keep the part-time bike lanes the same as today: Agree
Extend the part-time bike lane hours: Agree
Convert some part-time bike lanes into full-time bike lanes: Strongly Agree
Convert all part-time bike lanes into full-time bike lanes: Disagree Question 4
No response
Question 5
• Bernardo Ave to Wright Ave
• Wright Ave to Samedra St
• Samedra St to Mary Ave
• Mary Ave to Kennewick Dr
• Kennewick Dr to New Brunswick Ave
116 | www.opentownhall.com/12240 Created with OpenGov | October 26, 2022, 8:16 AM Homestead Bike Lane Study
How do you feel about converting the part-time bike lanes to full-time bike lanes on Homestead Road? Attachment 2
Question 6
• I do not bike on Homestead Road.
Question 7
No response
Name not available
October 24, 2022, 12:30 PM
Question 1
• Elsewhere (in Sunnyvale)
Question 2
• I bike on Homestead Road for recreation
• I drive on Homestead Road
Question 3
Keep the part-time bike lanes the same as today: Disagree Extend the part-time bike lane hours: Neutral
Convert some part-time bike lanes into full-time bike lanes: Disagree Convert all part-time bike lanes into full-time bike lanes: Strongly Agree Question 4
No response
Question 5
No response
Question 6
• I would bike the same as I do now on Homestead Road.
Question 7
No response
Name not available
October 24, 2022, 1:25 PM
Question 1
• 1 to 3 blocks away from Homestead Road
Question 2
• I drive on Homestead Road
Question 3
Keep the part-time bike lanes the same as today: Strongly Agree Extend the part-time bike lane hours: Strongly Disagree Convert some part-time bike lanes into full-time bike lanes: Strongly Disagree
Convert all part-time bike lanes into full-time bike lanes: Strongly Disagree
Question 4
No response
Question 5
No response
Question 6
• I would bike the same as I do now on Homestead Road.
Question 7
No response
117 | www.opentownhall.com/12240 Created with OpenGov | October 26, 2022, 8:16 AM Homestead Bike Lane Study
How do you feel about converting the part-time bike lanes to full-time bike lanes on Homestead Road? Attachment 2
Homestead
Road Bike Lane Study - Final Report May 2023
Appendix
E
Alternatives Analysis
Attachment 2
Memorandum
Date: January 11, 2023
To: Ms. Angela Wong, City of Sunnyvale
From: Shikha Jain
Subject: Alternatives Analysis - Homestead Road Full-Time Bike Lane Study
The study corridor, Homestead Road between Bernardo Avenue, and the Kaiser Entrance, has part-time bike lanes (7:00 AM to 6:00 PM weekdays) with vehicular parking allowed in the bike lanes after 6:00 PM on weekdays and all day on weekends along some portions of the corridor. The northern side of Homestead Road is generally under the City of Sunnyvale’s jurisdiction, and the southern side of Homestead Road is generally under the City of Cupertino’s jurisdiction. The City of Sunnyvale analyzed collision data, average daily traffic (ADT), bicycle counts, parking counts, and parking violations along the corridor to help study the conversion of the part-time bike lanes to full- time bike lanes. The City also conducted two community outreach meetings, a Bicycle and Pedestrian Advisory Commission (BPAC) meeting, stakeholder meetings, and an online survey to receive input from the community on the suggested changes to the corridor. This memorandum analyzes potential alternatives for the study corridor based on the data collected and community input received.
Alternative 1: No change
The no change alternative would maintain the part-time bike lanes the same as they are today i.e. vehicular parking would continue to be allowed in the bike lanes from 6:00 PM to 7:00 AM on weekdays and all day on weekends along some portions of the corridor as it currently exists.
Bicycle counts (see Data Collection and Analysis Memorandum, October 31, 2022) conducted along the study corridor show that bicyclists were observed in the part-time bike lanes when parking is allowed on weekdays and on weekends. Maintaining the part-time bike lanes the same as they are today would not address impacts to bicycling occurring during times when parking is allowed.
Furthermore, the City of Sunnyvale’s General Plan outlines several policies relevant to priorities for City streets including prioritizing safe accommodation for all transportation users over non-transport uses such as parking.
Maintaining the part-time bike lanes the same as they are today would conflict with the City’s policies of prioritizing the movement of bicycles, pedestrian, and vehicles over parking and would not address safety of bicyclists using the part-time bike lanes.
Alternative 2: Provide both a bike lane and a parking lane This alternative analyzes the potential of providing a bike lane as well as a parking lane along the corridor. This could be accomplished by reallocating lane widths, removing a vehicle lane, or Attachment 2
Homestead Road Full-Time Bike Lane Study January 11, 2022
P a g e | 2
removing the two-way left-turn lane where feasible along the corridor. These options are analyzed in detail below:
Reallocate Lane Widths
The study corridor’s curb-to-curb width generally ranges from 64 feet to 71 feet with some wider sections of the corridor. The corridor generally has two travel lanes in each direction, a two-way left- turn lane or median, left-turn lanes at major intersections, and bike lanes in each direction with vehicular parking allowed in some segments after 6:00 PM (part-time bike lanes). Homestead Road is also a bus corridor and a truck route.
The City of Sunnyvale requires a minimum width of 10 feet for a travel lane, 11 feet for a travel lane closest to the curb for VTA buses, 11 feet for a two-way left-turn lane, 10 feet for a right/left-turn lane, 5 feet for a standard bike lane, and 8 feet for a parking lane. In order to accommodate two 10- foot wide travel lanes, two 11-foot wide travel lanes, an 11-foot wide two-way left-turn lane, a 5-foot wide bike lane in each direction, and an 8-foot wide parking lane on one side of the street, a curb- to-curb minimum width of 71 feet is required.
As shown in Figure 1, Homestead Road east of Blaney Avenue for approximately 500 feet, has a curb-to-curb width that is greater than 71 feet (ranges from 72 feet to 80 feet). 150 feet of this segment has a bus turnout on the south side. After the bus turnout, approximately 400 feet of the corridor is 72 feet wide and could accommodate a bike lane and a parking lane. Reallocating lane widths to include a bike lane and a parking lane for this short segment may not be practical since it would require a complete restripe of the street, including the Cupertino side, and transitions on both sides. Coordination with the City of Cupertino would be required.
Homestead Road east of Wolfe Road is generally 71 feet wide and already has several segments with a parking lane as well as a full-time bike lane. Two segments with part-time bike lanes were evaluated further to determine if a parking lane could be accommodated.
• The segment with part-time bike lanes between Wolfe Road and Nightingale Avenue has two left-turn lanes providing westbound left-turn storage (approximately 350 feet) for the Wolfe Road/Homestead Road intersection. The length of this block between Wolfe Road and Nightingale Avenue is 450 feet. Since this segment has six travel lanes for almost the entire block, there is not sufficient curb-to-curb width to provide a bike lane and a parking lane along this segment without reducing the number of travel lanes. • A portion of the segment between Quail Avenue and Swallow Drive has a part-time bike lane, and the remaining portion has a full-time bike lane and a parking lane. The portion of the segment with the part-time bike lane narrows in the center to approximately 69 feet before it widens to 71 feet at the intersection of Quail Avenue/Homestead Road. Therefore, this portion is not uniformly wide enough to include a bike lane and parking lane.
Attachment 2
Homestead Full-Time Bike Lane Study
Figure 1
Homestead Road Width Analysis
Bernardo Ave
e v A
t
h g i r
W
r D
y l
reb
m i K
MacKenzie Dr
S d
e m
a
t S
ar
Homestead Rd
Bernardo Ave
e v A
t
h g i r
W
rD y
lre b m i K
MacKenzie Dr
S d
e m
a
t S
ar
Homestead Rd
City of SunnyvaleCity of
Cupertino
1717 3030
2222
8888
8888
1414 1414
1414
1414
1616
1616
00 00 00 00 00
77 v y
nn u
S f o y t
iC
e l
a v y n n
uS f o
y
t i C
e l a
t r e p u C
fo y t i C
o n i
t r e p u C f o y t i C
o n i
a M e v A y r
eK
r D
k
c i w
en n
evA k c i w
snur B w
eN
r D
ad n a r o N
Homestead Rd
a M e v A y r
e K
r D k c
iw e n
n
e v A k c i
w s
n u r B w e N
r D a d n a r o
N
Homestead Rd
Ho t ddd ghgh hoooo
Homests ead HiH gh SSSSchhchhchooooo lll
3030
00 00
2020
88 88
00 1616 1616
88 16161616
DD
SSS DDD ttt ilil BBB
S f o y t i C
v y n n u l a e
City of Sunnyvale
t r e p u C f o y t i C
o n i
City of Cupertino
l o
H
e v
A k c
ebne l
d R g n i l l
et S N
O i r a t n r D o
y W e g r o F
t C o c n a r F
Homestead Rd
l o
H
e v
A k c
ebne l
d R g n i l l
et S N
O
irat n r D o
y W e g
roF
t C o c n a r F
Homestead Rd00
00 00 00
00 00
00 88
00 1616
1616
00 00 00 00
D t C
DeDD CCCC
SeSeSeSeee e DeDeDeDetatataailili CCCC
City of Sunnyvale
City of Cupertino
d R a
go t
araS - e
la v y n n u S
r D y a j e u l B r D
y r a
naC
Homestead Rd
d R a
go t
araS - e
la v y n n u S
A e D d
vl B
a z
nA eD d v l B a z n
r D y a j
eu l B
r D y r a n a
C
Homestead Rd
00 00
00 00
00 00
1616 1616 1616 1616
00 00
00 00
00 001818
00 000000
00 4040
00 City of Sunnyvale
City of Cupertino
88 88
1616
00 00y W t n i o p h t r o N
q S l a e s h t r o N
B
ev A y e n a l
a F e T a l e c a r r
Homestead Rd
Langport Wy
y W t n i o p h t r o N
q S l a e s h t r o N
B e v A
y e n a l
a F e T a l e c a r r
Homestead Rd
Langport Wy
D t EE
DeDet
SeSeSSee e e DeDeDetatataililil EEEE
City of Sunnyvale
City of Cupertino
e v A n o r e H
ni L n L t e n
eflo
W
d R
e v
A e l a g
n ithg i N
Homestead Rd
e v A n o r e H
ni L n
L te n
e f l o W d R
e v A e l
ag n i t h g i N
Homestead Rd
00 00
0000
8888
8888
8888
8888
1111
77 1313
1313
00 00 00 0000
00 City of Cupert o n iCity of Sunnyvale
FFFFF
D tt FFF
DeDet ilil FFFFF
SeSeSee e e DeDeDetataaililil FFF
City of Sunnyvale
City of Cupertino
e v
A k c
o c a
eP
u Q e v A l i a
evA u
a t
na T N
Homestead Rd
e v
A k c
o c a
eP
u Q e v A l i a
e v A u a t n a T N
Homestead Rd
1313 2222
00 00
3535
88 88 88 88
0000
GG
e DDeDeDD tt G
SeSeSeS e eee DeDeDDetatatataililil GGG (to Swallow Drive) City of SunnyvaleCity of Sunnyvale
City of Santa Clara
yt i
C S
f o
a
t n a
a r
alC
City of Cupertino
t r e p u C f o y t i C
o n i
Missing
Bike Lane
Sign
0000
00 00
66 88 88
00 00
2222
r D
wo l l a
wS
y W w o l l a w S
Homestead Rd
r D
wo l l a
wS
y W w o l l a w S
Homestead Rd
HH
D t HH
DeDDD HHHHH
SeSeSeeee DeDeDeDetatataililil HHH(to Quail Ave.)
CURB TO CURB WIDTH < 71’ &85%72&85%:,'7+¶
MARY AVEWRIGHT AVE HOLLENBACK AVE SUNNYVALE SARATOGA RD BLANEY AVE WOLFE RD SWALLOW DR Attachment 2
Homestead Road Full-Time Bike Lane Study January 11, 2022
P a g e | 4
Remove Vehicle Lane (Road Diet)
Homestead Road has two travel lanes in each direction along the length of the study corridor. A potential option to include a bike lane and a parking lane within the available curb-to-curb width of the corridor could be to eliminate one travel lane, also known as a road diet.
During the weekday peak hours, average vehicular volumes along the study corridor range from approximately 1,290 to 1,570 during the AM peak hour and 1,075 to 1,895 during the PM peak hour. As discussed in the Data Collection and Analysis Memorandum, the volume to capacity (v/c) ratio during the AM peak hour for eastbound Homestead Road ranges from 0.35 to 0.65 and for westbound Homestead Road ranges from 0.35 to 0.46. During the PM peak hour for eastbound Homestead Road ranges from 0.40 to 0.69 and for westbound Homestead Road ranges from 0.25 to 0.48 under existing conditions (See Table 1). Thus, the ADT data shows that the corridor is operating below capacity.
Since Homestead Road currently operates below capacity, the v/c ratio for the corridor was preliminarily tested during the weekday peak hours for a road diet with a reduced capacity to two lanes. As a two-lane roadway, the v/c ratio for the study corridor during the AM peak hour for the eastbound direction would range from 0.65 to 1.01 and for the westbound direction would range from 0.70 to 0.91. During the PM peak hour, for the eastbound direction the v/c ratio would range from 0.69 to 1.15 and for the westbound direction, the v/c ratio would range from 0.50 to 0.99. This indicates that the corridor would operate over capacity during the weekday peak hours on some segments, and a road diet along the entire corridor may not be feasible.
Table 1 – ADT Road Diet Analysis
Preliminary analysis indicates that westbound Homestead Road between Stelling Road/Hollenbeck Avenue and Bernardo Avenue would operate at a v/c ratio of less than 1.0 during the peak hours on weekdays with a road diet, while retaining parking.
A road diet could be implemented along westbound Homestead Road and parking could be retained between Wright Avenue and Bernardo Avenue since vehicular volumes are low along this segment.
Homestead Corridor Segment EB WB EB WB EB WB EB WB EB WB EB WB East of Bernardo Ave* 585 705 625 450 0.65 0.39 0.69 0.25 0.65 0.78 0.69 0.50 West of Mary Ave* 905 670 875 485 0.50 0.37 0.49 0.27 1.01 0.74 0.97 0.54 West of Stelling Rd/Hollenbeck Ave* 625 780 725 635 0.35 0.43 0.40 0.35 0.69 0.87 0.81 0.71 West of Sunnyvale/Saratoga Rd 725 735 835 890 0.40 0.41 0.46 0.49 0.81 0.82 0.93 0.99 East of Sunnyvale/Saratoga Rd* 690 780 1,035 860 0.38 0.43 0.58 0.48 0.77 0.87 1.15 0.96 West of Heron Ave** 695 630 920 865 0.39 0.35 0.51 0.48 0.77 0.70 1.02 0.96 East of Tantau Ave* 660 820 985 870 0.37 0.46 0.55 0.48 0.73 0.91 1.09 0.97 Notes:
EB = Eastbound; WB = Westbound
*Indicates locations that have part-time bike lanes in the WB direction. **Indicates locations that have part-time bike lanes in the EB and WB direction.
2. Between Bernardo Avenue and Wright Avenue, eastbound Homestead Road has one travel lane.
Existing V/C
(Two lanes in each direction)2
Road Diet V/C
(One lane in each direction)
1. Average weekday AM and PM Peak Hour volumes derived from ADT counts conducted over three typical weekdays.
Bold indicates substandard level of service.
AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour
Weekday Avg
AM Peak Hour1
Weekday Avg
PM Peak Hour1
A capacity of 900 vehicle per lane per hour is assumed per the Highway Capacity Manual, 7th Edition.
Attachment 2
Homestead Road Full-Time Bike Lane Study January 11, 2022
P a g e | 5
Westbound Homestead Road, between Hollenbeck Avenue/Stelling Road and Wright Avenue was further analyzed to assess the feasibility of eliminating one travel lane due to the proximity to Homestead High School, which is a major trip generator during the AM peak hour and mid- afternoon peak hour. In order to determine the feasibility of eliminating one westbound travel lane along this segment, a peak hour level of service analysis for the AM peak hour, mid-afternoon peak hour, and PM peak hour was conducted at the signalized intersection of Homestead Road & Mary Avenue.
Level of service (LOS) is a qualitative description of traffic flow based on factors such as speed, travel time, delay, and freedom to maneuver. Six levels are defined from LOS A, the best operating conditions, to LOS F, the worst operating conditions. LOS E represents “at-capacity” operations.
When traffic volumes exceed the intersection capacity, stop-and-go conditions result, and operations are designated as LOS F.
Level of service at the intersection of Homestead Road & Mary Avenue was evaluated based on the Highway Capacity Manual (HCM) level of service methodology. This HCM method evaluates signalized intersection operations on the basis of average control delay time for all vehicles at the intersection. Sunnyvale has an adopted level of service standard LOS D for signalized intersections.
Homestead Road & Mary Avenue operates with a pedestrian scramble phase during the AM peak period and the mid-afternoon peak period on weekdays to accommodate pedestrian traffic to and from Homestead High School. The peak hour level of service analysis was based on year 2016 pre- pandemic counts, and the level of service calculations are included in Appendix A.
As shown in Table 2, the intersection operates at an unacceptable LOS E during the AM peak hour.
With the removal of a westbound travel lane, the intersection operations would deteriorate to an unacceptable LOS F during the AM peak hour.
Table 2 – Intersection Road Diet Level of Service Analysis
Remove Two-Way Left-Turn Lane
Homestead Road generally has a two-way left-turn lane along the length of the study corridor. A potential option to include a bike lane and a parking lane within the available curb-to-curb width of the corridor could be to eliminate the two-way left-turn lane.
Avg. Avg.
Peak Delay Delay
# Intersection Hour (sec) LOS (sec) LOS
1 AM 58.6 E >120 F
MD 43.8 D 49.0 D
PM 40.4 D 52.9 D
Notes:
MD = Mid-afternoon peak hour
BOLD Indicates substandard level of service
BOLD The road diet would cause an adverse effect.
Existing
Conditions
Homestead Road and Mary
Avenue
Road Diet
Conditions
Attachment 2
H
omestead Road Full-Ti
me Bike Lane Study Ja
nuary 11,
2022
P
a g e | 6
R
oadway safety research shows that two-w
ay left-t
urn lanes on two-l
ane or four-l
ane corridors
i
ncrease the m
otor vehicle s
afety of the corridor by reducing r
ear-e
nd, head-o
n, and turning-r
elated
cr
ashes (
Subasish Das 2014). Tw
o-w
ay left-t
urn lanes r
educe turning-r
elated crashes because
ve
hicle
s are removed from the primary travel lane while drivers wait for an acceptable gap to turn (
Amjadi 2008). Tw
o-w
ay left-t
urn lanes a
lso r
educe head-o
n collisions by providing a buffer
b
etween opposing directions of travel (
Amjadi 2008). Fu
rthermore, a
study evaluating the sa
fety
pe
rformance of a
dding a t
wo-w
ay left-t
urn lane t
o an und
ivided fo
ur-la
ne r
oadway developed a
cr
ash modification factor (CMF) of 0.482 and a crash reduction factor (CRF) of 51 .8% f
or t
wo-w
ay
l
eft-t
urn lane t
reatments for roadways w
ith low to moderate ADT i
n u
rban/suburban areas (
Rahman
2 018).
Re
moval of the t
wo-w
ay left-t
urn lanes co
uld impact the safety of the study corridor.
Alt
ernative 3: E
xtend the pa
rt-tim
e bi
ke la
ne ho
urs
B
icycle counts (summarized in the D
ata Collection and Analysis Memorandum)
conducted along
t
he study corridor show that bicyclists were observed in the part-t ime bike lanes before 7:00 AM
a
nd after 6:00 PM on weekdays and during the mid-a
fternoon/evening on weekends when parking
i
s allowed. T
his alternative considers the extension of pa
rt-ti
me bi
ke la
ne ho
urs a
nd r
estricti
on of
p
arking in the p
art-t
ime b
ike la
nes f
or additional hours after 6:00 PM on weekdays and/or before 7 :00 AM on weekdays, and/or on weekends. T
his alternative would serve so
me b
icyclists that
cu
rrently use the pa
rt-ti
me bi
ke lanes
when parking is allowed.
Th
e results from the online commun
ity survey conducted by the City staff showed t
hat a majority of
t
he survey respondents who live on this corridor do not support this alternative as it would impact p
arking.
Fu
rthermore, this alternative also had low support from survey respondents who d o not live on this
co
rridor compared to the other proposed alternatives. Based on input from the community, parking vi
olations occur frequently along this corridor, with many violations going unreported. Recent 5-y ear
p
arking citation data (2017 to 2021) p
rovided by the City of Sunnyvale from the City’s Department o
f Public Safety showed 60 parking related citations of which 2 8 (46%) parking citations were noted
a
s violations due to illegally parking on the street, in a bikeway, in a marked zone, during cer tain
h
ours, or in locations with signage indicating parking restrictions. T herefore, even with extended
h
ours, p
arking violations may persist si
nce the bike lanes would continue to be part-t
ime.
Th
is alternative has low community support and would not r esolve the issue of parking violations.
Alt
ernative 4: Co
nvert some part-t
ime bike lanes into full-t
ime bike lanes
Th
is alternative considers co
nverting some part-t
ime bike lanes into full-t
ime bike lanes,
and
ve
hicular par
king would not be allowed on t
he full-t
ime segments. The segments considered for full-
t
ime bike lanes were determined b
ased on parking utilization on-st
reet a
long the study corridor and
o
n si
de streets within 500 feet of t
he study corridor.
P
arking u
tilization along Homestead Road and
on side streets within 500 feet of Homestead Road
i
s su
mmarized in the D
ata Collection and Analysis Memorandum. E
ach part-t
ime bike lane segment
w
as evaluated b
ased on t
he m
aximum n
umber of ca
rs parked on t
he segment, t
he a
vailability of
p
arking on a
t least one si
de-st
reet, and the distance to the side-s
treet w
ith available parking.
Attachment 2
H
omestead Road Full-Ti
me Bike Lane Study Ja
nuary 11,
2022
P
a g e | 7
A
s shown in Table 2, most part-t
ime bike la
ne segments along the corridor could be converted to
f
ull-t
ime bike lanes because they have low t
o no p
arking u
tilization,
the side streets have available
on-st
reet parking, or t
he distance to the side-st
reets is less t
han 1,000 feet or 5 minutes w
alk time.
Ta
ble 2: C
onsiderations for P
art-T
ime Bike Lane to Full-T
ime Bike Lane C
onversion
Th
e w
estbound p
art-t
ime b
ike lane between Heron Avenue and Langport Way is along a long block of a
pproximately 1,900 feet. Although parking is available on Heron Avenue and Langport Way, the d
istance from midblock to 250 feet up the side streets i s approximately 1,200 feet, r
equir
ing a
w
alking time of a
pproximately 5
.7 m
inutes. Th
is block is considerably longer than the average block
l
ength of 700 feet to 1,000 feet along this corridor.
Th
e westbound p
art-t
ime b
ike lane between Kennewick Drive and Mary Avenue is along a block t
hat is approximately 1,000 feet long. Mary Avenue, a
long the weste
rn e
dge of the block, d
oes not
a
llow parking within 250 feet of the Homestead Road/M
ary Avenue intersection. Beyond 250 feet of
t
he intersection, M
ary Avenue w
as observed to have high p
arking u
tilization. Kennewick Drive,
w
hich is along the easte
rn e
dge of the block, h
as a parking utilization of less than 80%. Since Mary
A
venue has very few parking spaces available and are f
arther u
p the street, it was conservatively
a
ssumed that t
he parking demand along this segment of the study corridor would shift to Kennewick D
rive
. Therefore, the walking distance was measured from the end of the block to 250 feet up Part-Time Bike Lane Segment
Maximum
Cars Parked/
Available
Spaces
Parking
Available on at
least one Side-
Street1
Distance to Side-
Street with
Available
Parking 2
Walk
Times
(minutes)
Eastbound
Blaney Avenue to Heron Avenue3 0/11 Yes 650 feet 3.1
Heron Avenue to Linnet Lane 0/13 Yes 500 feet 2.4
Westbound
Swallow Drive to Quail Avenue 3/11 Yes 625 feet 3.0
Quail Avenue to Peacock Avenue 0/0 Yes 460 feet 2.2
Nightingale Avenue to Wolfe Road3 0/7 Yes 450 feet 2.1
Wolfe Road to Heron Avenue3 4/17 Yes 800 feet 3.8
Heron Avenue to Langport Way 6/37 Yes 1,200 feet 5.7
Blue Jay Drive to De Anza Boulevard 2/16 Yes 435 feet 2.1 New Brunswick Avenue to Kennewick Drive3 1/20 Yes 1,000 feet 4.8 Kennewick Drive to Mary Avenue 3 8/26 Yes 1,250 feet 6.0 Mary Avenue to Samedra Street 1/2 Yes 350 feet 1.7
Samedra Street to Wright Avenue 1/29 Yes 750 feet 3.6
Wright Avenue to Bernardo Avenue3 0/11 Yes 700 feet 3.3 Notes:
1Parking available on the side-street within 500 feet of Homestead Road 2Mid-block distance of the segment to 250 feet up the side-street Bold indicates greater than 5 minutes of walk time
3One of the side-streets next to the segment does not allow parking or has greater than 80% parking utilization.
Therefore, conservatively, instead of measuring the distance from mid-block to 250 feet up the side-street, the distance from the start of the part-time bike lane to 250 feet up the side-street that allows parking or has parking available has been measured.
Attachment 2
H
omestead Road Full-Ti
me Bike Lane Study Ja
nuary 11,
2022
P
a g e | 8
K
ennewick Drive, which is approximately 1,250 feet. The walk time for this distance w ould be
a
pproximately 6 minutes,
which i
s considerably longer than the o
ther blocks
along this corridor.
Alt
ernative 5: Co
nvert all part-t
ime bike lanes into full-t
ime bike lanes
Th
is alternative would convert all the part-t
ime bike
lanes to full-t
ime bike lanes and vehicular
p
arking would not be allowed. Th
is a
lternative w
ould impact a
ll t
he existing on-st
reet p
arking
sp
aces along the corridor.
A
s discussed under alternative 4, a majority of the part-t ime bike lanes co
uld be conve
rted to full-
t
ime bike lanes because they have low to no parking utilization, the side streets have available on- st
reet parking, o
r t
he distance to the side-st
reets is less than 1,000 feet or 5 minutes of walking.
H
owever, the westbound part-t
ime bike lane
segments between H
eron Avenue and Langport Way
a
nd b
etween K
ennewick Drive and Mary Avenue w
ould require longer walking times t
o the side-
st
reets.
Th
e results from the online community survey conducted by the City staff showed that a majority of t
he survey respondents who live on this corridor do not support this alternative as it would impact p
arking. A
majority o
f t
he survey respondents who live els
ewhere in Sunnyvale s
upport co
nverting
a
ll part-t
ime bike lanes to full-t
ime bike lanes.
Co
nclusion
A
majority of the part-t
ime bike lanes co
uld be converted to full-t
ime bike lanes because they have
l
ow to no parking utilization, the side streets have ava ilable on-s
treet parking, o
r t
he distance to the
si
de-st
reets is less than 1,000 feet or 5 minutes of walking. E liminating a westbound travel lane
b
etween Wright Avenue and Bernardo Avenue to retain parking may be feasible since vehicle vo
lumes are low alo
ng this segment and the v/c ratio is less than 1.0 during peak hours.
Th
e westbound part-t
ime bike lane segments between H
eron Avenue and Langport Way w
ould
r
equire longer walking times to the side-st
reets. Re
allocating l
ane widths to include a bike lane a
nd
r
etain parking along approximately 400 feet of the corridor east of Homestead Road/Blaney Avenue w
ould sh
orten the walking distance along the block to a parking space. However, a parking lane for
t
his s
hort segment may not be p
ractical a
nd would requir
e coordination with the City of Cupertino.
Th
e westbound part-t
ime bike lane segment between K
ennewick Drive and Mary Avenue w
ould
a
lso r
equire longer walking times to the side-s
treets.
The intersection of Homestead Road/Mary
A
venue was evaluated for the r
emoval of a westbound travel lane to accommodate a bike lane and a
parking lane along this segment. However, the road diet would deteriorate the level of service d
uring the AM peak hour from LOS E to LOS F.
M
aintaining the part-t
ime bike lanes the same a
s they are today would not address impacts to
b
icyclists during times when parking is allowed.
W
hen considering o
ptions to accommodate both a bike lane and a parking lane, removal of the two- w
ay left-t
urn lanes could impact the safety of the study co
rridor.
E
xtending the part-t
ime bike lane hours has low community support, and parking viola tions may
p
ersist since bike lanes would continue to be part-t
ime.
Attachment 2
H
omestead Road Full-Ti
me Bike Lane Study Ja
nuary 11,
2022
P
a g e | 9
Bib
liography
A
mjadi, Roya. 2008. "Safety Evaluation of Center Two-W
ay Left-T
urn Lanes on Two-L
ane Roads."
FH
WA Publication No.: FHWA-HRT-08-0
46. R
ahman, M.A., X. Sun, and S. Das. 2018. "Safety Performance Evaluation of Urban Undivided Fo
ur-L
ane to Five-L
ane Conversion i
n Louisiana." Tr
ansportation Research Board, Paper
N
o. 18-0
6321.
S
ubasish Das, Xiaoduan Sun, Karen Dixon, M. Ashifur Rahman. 2014. "Safety effectiveness of r
oadway conversion with a two way left turn lane." S
cience Direct.
Attachment 2
H
omestead Road Full-Ti
me Bike Lane Study Ja
nuary 11,
2022
P
a g e | 10
AP
PENDIX A
L
evel o
f Service Calculations
Attachment 2
HCM Signalized Intersection Capacity Analysis
7059: Mary Ave & Homestead Rd 11/15/2022
1 Existing AM Peak City of Sunnyvale-FY 2020-21 TFCA Signal Timing 7:00 am 09/20/2022 Existing Timing Synchro 11 Report Kimley-Horn Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 84 520 103 50 817 225 93 92 20 234 76 77 Future Volume (vph) 84 520 103 50 817 225 93 92 20 234 76 77 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.5 6.1 5.5 6.1 6.1 6.1 5.6 5.6 5.6 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 0.95 0.95 1.00 Frpb, ped/bikes 1.00 0.98 1.00 0.99 1.00 0.99 1.00 1.00 0.83 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.98 1.00 0.97 1.00 0.97 1.00 1.00 0.85
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 0.97 1.00 Satd. Flow (prot) 1770 3398 1770 3389 1770 1794 1681 1725 1316 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 0.95 0.97 1.00 Satd. Flow (perm) 1770 3398 1770 3389 1770 1794 1681 1725 1316 Peak-hour factor, PHF 0.88 0.88 0.88 0.80 0.80 0.80 0.47 0.47 0.47 0.65 0.65 0.65 Adj. Flow (vph) 95 591 117 62 1021 281 198 196 43 360 117 118 RTOR Reduction (vph) 0 6 0 0 10 0 0 5 0 0 0 101
Lane Group Flow (vph) 95 702 0 63 1292 0 198 234 0 234 243 17 Confl. Peds. (#/hr) 62 13 15 21
Confl. Bikes (#/hr) 18 20 4 81
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Turn Type Prot NA Prot NA Split NA Split NA Perm
Protected Phases 1 6 5 2 4 4 3 3
Permitted Phases 3
Actuated Green, G (s) 12.5 70.2 9.7 67.4 16.4 16.4 20.4 20.4 20.4 Effective Green, g (s) 12.5 70.2 9.7 67.4 16.4 16.4 20.4 20.4 20.4 Actuated g/C Ratio 0.09 0.50 0.07 0.48 0.12 0.12 0.15 0.15 0.15 Clearance Time (s) 5.5 6.1 5.5 6.1 6.1 6.1 5.6 5.6 5.6
Vehicle Extension (s) 1.0 2.5 1.0 2.5 2.5 2.5 1.0 1.0 1.0 Lane Grp Cap (vph) 158 1703 122 1631 207 210 244 251 191 v/s Ratio Prot c0.05 c0.21 0.04 c0.38 0.11 c0.13 0.14 c0.14 v/s Ratio Perm 0.01
v/c Ratio 0.60 0.41 0.52 0.79 0.96 1.11 0.96 0.97 0.09
Uniform Delay, d1 61.4 21.9 62.9 30.4 61.4 61.8 59.4 59.5 51.8 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 4.4 0.7 1.5 4.0 49.7 95.7 45.4 47.1 0.1 Delay (s) 65.7 22.7 64.4 34.5 111.2 157.5 104.8 106.6 51.8 Level of Service E C E C F F F F D
Approach Delay (s) 27.8 35.8 136.5 95.0
Approach LOS C D F F
Intersection Summary
HCM 2000 Control Delay 58.6 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.88
Actuated Cycle Length (s) 140.0 Sum of lost time (s) 27.3 Intersection Capacity Utilization 68.7% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
Attachment 2
HCM Signalized Intersection Capacity Analysis
7059: Mary Ave & Homestead Rd 11/15/2022
2 Existing Midday Peak City of Sunnyvale-FY 2020-21 TFCA Signal Timing 11:30 am 09/20/2022 Existing Timing Synchro 11 Report Kimley-Horn Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 58 653 40 30 583 142 38 44 55 247 43 83 Future Volume (vph) 58 653 40 30 583 142 38 44 55 247 43 83 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.5 6.1 5.5 6.1 6.1 6.1 5.6 5.6 5.6 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 0.95 0.95 1.00 Frpb, ped/bikes 1.00 1.00 1.00 0.98 1.00 0.85 1.00 1.00 0.91 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 0.97 1.00 0.92 1.00 1.00 0.85
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 0.97 1.00 Satd. Flow (prot) 1770 3491 1770 3371 1770 1452 1681 1709 1442 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 0.95 0.97 1.00 Satd. Flow (perm) 1770 3491 1770 3371 1770 1452 1681 1709 1442 Peak-hour factor, PHF 0.79 0.79 0.79 0.94 0.94 0.94 0.50 0.50 0.50 0.73 0.73 0.73 Adj. Flow (vph) 73 827 51 32 620 151 76 88 110 338 59 114 RTOR Reduction (vph) 0 2 0 0 8 0 0 31 0 0 0 99
Lane Group Flow (vph) 73 876 0 32 763 0 76 167 0 196 201 15 Confl. Peds. (#/hr) 59 72 110 32
Confl. Bikes (#/hr) 16 8 3 4
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Turn Type Prot NA Prot NA Split NA Split NA Perm
Protected Phases 1 6 5 2 4 4 3 3
Permitted Phases 3
Actuated Green, G (s) 9.3 73.3 7.2 71.2 17.8 17.8 18.4 18.4 18.4 Effective Green, g (s) 9.3 73.3 7.2 71.2 17.8 17.8 18.4 18.4 18.4 Actuated g/C Ratio 0.07 0.52 0.05 0.51 0.13 0.13 0.13 0.13 0.13 Clearance Time (s) 5.5 6.1 5.5 6.1 6.1 6.1 5.6 5.6 5.6
Vehicle Extension (s) 1.0 2.5 1.0 2.5 2.5 2.5 1.0 1.0 1.0 Lane Grp Cap (vph) 117 1827 91 1714 225 184 220 224 189 v/s Ratio Prot c0.04 c0.25 0.02 0.23 0.04 c0.11 0.12 c0.12 v/s Ratio Perm 0.01
v/c Ratio 0.62 0.48 0.35 0.44 0.34 0.91 0.89 0.90 0.08
Uniform Delay, d1 63.6 21.2 64.1 21.8 55.7 60.3 59.8 59.9 53.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 7.2 0.9 0.9 0.8 0.7 40.4 32.3 32.9 0.1 Delay (s) 70.9 22.1 65.0 22.7 56.4 100.6 92.1 92.8 53.4 Level of Service E C E C E F F F D
Approach Delay (s) 25.9 24.4 88.3 83.7
Approach LOS C C F F
Intersection Summary
HCM 2000 Control Delay 43.8 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.65
Actuated Cycle Length (s) 140.0 Sum of lost time (s) 27.3 Intersection Capacity Utilization 59.8% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
Attachment 2
HCM Signalized Intersection Capacity Analysis
7059: Mary Ave & Homestead Rd 11/15/2022
3 Existing PM Peak City of Sunnyvale-FY 2020-21 TFCA Signal Timing 4:00 pm 09/20/2022 Existing Timing Synchro 11 Report Kimley-Horn Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 77 856 5 5 468 189 13 5 10 454 7 118 Future Volume (vph) 77 856 5 5 468 189 13 5 10 454 7 118 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.5 6.1 5.5 6.1 6.1 6.1 5.6 5.6 5.6 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 0.95 0.95 1.00 Frpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 0.98 1.00 1.00 0.98 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 0.96 1.00 0.90 1.00 1.00 0.85
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 0.95 1.00 Satd. Flow (prot) 1770 3535 1770 3336 1770 1643 1681 1688 1556 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 0.95 0.95 1.00 Satd. Flow (perm) 1770 3535 1770 3336 1770 1643 1681 1688 1556 Peak-hour factor, PHF 0.97 0.97 0.97 0.93 0.93 0.93 0.47 0.47 0.47 0.92 0.92 0.92 Adj. Flow (vph) 79 882 5 5 503 203 28 11 21 493 8 128
RTOR Reduction (vph) 0 0 0 0 29 0 0 17 0 0 0 106
Lane Group Flow (vph) 79 887 0 5 677 0 28 15 0 251 250 22 Confl. Peds. (#/hr) 9 10 9 14
Confl. Bikes (#/hr) 8 14 2 4
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Turn Type Prot NA Prot NA Split NA Split NA Perm
Protected Phases 1 6 5 2 4 4 3 3
Permitted Phases 3
Actuated Green, G (s) 9.1 58.4 2.4 51.7 23.2 23.2 22.7 22.7 22.7 Effective Green, g (s) 9.1 58.4 2.4 51.7 23.2 23.2 22.7 22.7 22.7 Actuated g/C Ratio 0.07 0.45 0.02 0.40 0.18 0.18 0.17 0.17 0.17 Clearance Time (s) 5.5 6.1 5.5 6.1 6.1 6.1 5.6 5.6 5.6
Vehicle Extension (s) 1.0 2.5 1.0 2.5 2.5 2.5 1.0 1.0 1.0 Lane Grp Cap (vph) 123 1588 32 1326 315 293 293 294 271 v/s Ratio Prot c0.04 c0.25 0.00 0.20 c0.02 0.01 c0.15 0.15 v/s Ratio Perm 0.01
v/c Ratio 0.64 0.56 0.16 0.51 0.09 0.05 0.86 0.85 0.08
Uniform Delay, d1 58.9 26.3 62.8 29.6 44.6 44.3 52.1 52.0 44.9 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 8.3 0.3 0.8 1.4 0.1 0.1 20.4 19.7 0.0 Delay (s) 67.2 26.7 63.6 31.0 44.7 44.3 72.4 71.7 45.0
Level of Service E C E C D D E E D
Approach Delay (s) 30.0 31.2 44.5 66.5
Approach LOS C C D E
Intersection Summary
HCM 2000 Control Delay 40.4 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.54
Actuated Cycle Length (s) 130.0 Sum of lost time (s) 23.3 Intersection Capacity Utilization 71.3% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
Attachment 2
HCM Signalized Intersection Capacity Analysis
7059: Mary Ave & Homestead Rd 11/17/2022
1 Road Diet AM Peak City of Sunnyvale-FY 2020-21 TFCA Signal Timing 7:00 am 09/20/2022 Road Diet Timing Synchro 11 Report Hexagon Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 84 520 103 50 817 225 93 92 20 234 76 77 Future Volume (vph) 84 520 103 50 817 225 93 92 20 234 76 77 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.5 6.1 5.5 6.1 6.1 6.1 5.6 5.6 5.6 Lane Util. Factor 1.00 0.95 1.00 1.00 1.00 1.00 0.95 0.95 1.00 Frpb, ped/bikes 1.00 0.98 1.00 0.99 1.00 0.99 1.00 1.00 0.72 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.98 1.00 0.97 1.00 0.97 1.00 1.00 0.85
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 0.97 1.00 Satd. Flow (prot) 1770 3398 1770 1784 1770 1794 1681 1725 1137 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 0.95 0.97 1.00 Satd. Flow (perm) 1770 3398 1770 1784 1770 1794 1681 1725 1137 Peak-hour factor, PHF 0.88 0.88 0.88 0.80 0.80 0.80 0.47 0.47 0.47 0.65 0.65 0.65 Adj. Flow (vph) 95 591 117 62 1021 281 198 196 43 360 117 118 RTOR Reduction (vph) 0 6 0 0 4 0 0 5 0 0 0 101
Lane Group Flow (vph) 95 702 0 63 1298 0 198 234 0 234 243 17 Confl. Peds. (#/hr) 62 13 15 21
Confl. Bikes (#/hr) 18 20 4 81
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Turn Type Prot NA Prot NA Split NA Split NA Perm
Protected Phases 1 6 5 2 4 4 3 3
Permitted Phases 3
Actuated Green, G (s) 12.5 70.2 9.7 67.4 16.4 16.4 20.4 20.4 20.4 Effective Green, g (s) 12.5 70.2 9.7 67.4 16.4 16.4 20.4 20.4 20.4 Actuated g/C Ratio 0.09 0.50 0.07 0.48 0.12 0.12 0.15 0.15 0.15 Clearance Time (s) 5.5 6.1 5.5 6.1 6.1 6.1 5.6 5.6 5.6
Vehicle Extension (s) 1.0 2.5 1.0 2.5 2.5 2.5 1.0 1.0 1.0 Lane Grp Cap (vph) 158 1703 122 858 207 210 244 251 165 v/s Ratio Prot c0.05 c0.21 0.04 c0.73 0.11 c0.13 0.14 c0.14 v/s Ratio Perm 0.02
v/c Ratio 0.60 0.41 0.52 1.51 0.96 1.11 0.96 0.97 0.10
Uniform Delay, d1 61.4 21.9 62.9 36.3 61.4 61.8 59.4 59.5 51.9 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 4.4 0.7 1.5 236.7 49.7 95.7 45.4 47.1 0.1 Delay (s) 65.7 22.7 64.4 273.0 111.2 157.5 104.8 106.6 52.0 Level of Service E C E F F F F F D
Approach Delay (s) 27.8 263.4 136.5 95.1
Approach LOS C F F F
Intersection Summary
HCM 2000 Control Delay 155.6 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 1.31
Actuated Cycle Length (s) 140.0 Sum of lost time (s) 27.3 Intersection Capacity Utilization 94.7% ICU Level of Service F Analysis Period (min) 15
c Critical Lane Group
Attachment 2
HCM Signalized Intersection Capacity Analysis
7059: Mary Ave & Homestead Rd 11/17/2022
2 Road Diet Midday Peak City of Sunnyvale-FY 2020-21 TFCA Signal Timing 11:30 am 09/20/2022 Road Diet Timing Synchro 11 Report Hexagon Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 58 653 40 30 583 142 38 44 55 247 43 83 Future Volume (vph) 58 653 40 30 583 142 38 44 55 247 43 83 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.5 6.1 5.5 6.1 6.1 6.1 5.6 5.6 5.6 Lane Util. Factor 1.00 0.95 1.00 1.00 1.00 1.00 0.95 0.95 1.00 Frpb, ped/bikes 1.00 1.00 1.00 0.98 1.00 0.85 1.00 1.00 0.85 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 0.97 1.00 0.92 1.00 1.00 0.85
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 0.97 1.00 Satd. Flow (prot) 1770 3491 1770 1774 1770 1452 1681 1709 1347 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 0.95 0.97 1.00 Satd. Flow (perm) 1770 3491 1770 1774 1770 1452 1681 1709 1347 Peak-hour factor, PHF 0.79 0.79 0.79 0.94 0.94 0.94 0.50 0.50 0.50 0.73 0.73 0.73 Adj. Flow (vph) 73 827 51 32 620 151 76 88 110 338 59 114 RTOR Reduction (vph) 0 2 0 0 3 0 0 31 0 0 0 99
Lane Group Flow (vph) 73 876 0 32 768 0 76 167 0 196 201 15 Confl. Peds. (#/hr) 59 72 110 32
Confl. Bikes (#/hr) 16 8 3 4
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Turn Type Prot NA Prot NA Split NA Split NA Perm
Protected Phases 1 6 5 2 4 4 3 3
Permitted Phases 3
Actuated Green, G (s) 9.3 73.3 7.2 71.2 17.8 17.8 18.4 18.4 18.4 Effective Green, g (s) 9.3 73.3 7.2 71.2 17.8 17.8 18.4 18.4 18.4 Actuated g/C Ratio 0.07 0.52 0.05 0.51 0.13 0.13 0.13 0.13 0.13 Clearance Time (s) 5.5 6.1 5.5 6.1 6.1 6.1 5.6 5.6 5.6
Vehicle Extension (s) 1.0 2.5 1.0 2.5 2.5 2.5 1.0 1.0 1.0 Lane Grp Cap (vph) 117 1827 91 902 225 184 220 224 177
v/s Ratio Prot c0.04 0.25 0.02 c0.43 0.04 c0.11 0.12 c0.12 v/s Ratio Perm 0.01
v/c Ratio 0.62 0.48 0.35 0.85 0.34 0.91 0.89 0.90 0.08
Uniform Delay, d1 63.6 21.2 64.1 29.8 55.7 60.3 59.8 59.9 53.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 7.2 0.9 0.9 9.9 0.7 40.4 32.3 32.9 0.1 Delay (s) 70.9 22.1 65.0 39.7 56.4 100.6 92.1 92.8 53.5 Level of Service E C E D E F F F D
Approach Delay (s) 25.9 40.7 88.3 83.8
Approach LOS C D F F
Intersection Summary
HCM 2000 Control Delay 49.0 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.88
Actuated Cycle Length (s) 140.0 Sum of lost time (s) 27.3 Intersection Capacity Utilization 72.6% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
Attachment 2
HCM Signalized Intersection Capacity Analysis
7059: Mary Ave & Homestead Rd 11/17/2022
3 Road Diet PM Peak City of Sunnyvale-FY 2020-21 TFCA Signal Timing 4:00 pm 09/20/2022 Road Diet Timing Synchro 11 Report Hexagon Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 77 856 5 5 468 189 13 5 10 454 7 118 Future Volume (vph) 77 856 5 5 468 189 13 5 10 454 7 118 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.5 6.1 5.5 6.1 6.1 6.1 5.6 5.6 5.6 Lane Util. Factor 1.00 0.95 1.00 1.00 1.00 1.00 0.95 0.95 1.00 Frpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 0.98 1.00 1.00 0.97 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 0.96 1.00 0.90 1.00 1.00 0.85
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 0.95 1.00 Satd. Flow (prot) 1770 3535 1770 1756 1770 1643 1681 1688 1538 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 0.95 0.95 1.00 Satd. Flow (perm) 1770 3535 1770 1756 1770 1643 1681 1688 1538 Peak-hour factor, PHF 0.97 0.97 0.97 0.93 0.93 0.93 0.47 0.47 0.47 0.92 0.92 0.92 Adj. Flow (vph) 79 882 5 5 503 203 28 11 21 493 8 128
RTOR Reduction (vph) 0 0 0 0 10 0 0 17 0 0 0 106
Lane Group Flow (vph) 79 887 0 5 696 0 28 15 0 251 250 22 Confl. Peds. (#/hr) 9 10 9 14
Confl. Bikes (#/hr) 8 14 2 4
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Turn Type Prot NA Prot NA Split NA Split NA Perm
Protected Phases 1 6 5 2 4 4 3 3
Permitted Phases 3
Actuated Green, G (s) 9.1 58.4 2.4 51.7 23.2 23.2 22.7 22.7 22.7 Effective Green, g (s) 9.1 58.4 2.4 51.7 23.2 23.2 22.7 22.7 22.7 Actuated g/C Ratio 0.07 0.45 0.02 0.40 0.18 0.18 0.17 0.17 0.17 Clearance Time (s) 5.5 6.1 5.5 6.1 6.1 6.1 5.6 5.6 5.6
Vehicle Extension (s) 1.0 2.5 1.0 2.5 2.5 2.5 1.0 1.0 1.0 Lane Grp Cap (vph) 123 1588 32 698 315 293 293 294 268
v/s Ratio Prot c0.04 0.25 0.00 c0.40 c0.02 0.01 c0.15 0.15 v/s Ratio Perm 0.01
v/c Ratio 0.64 0.56 0.16 1.00 0.09 0.05 0.86 0.85 0.08
Uniform Delay, d1 58.9 26.3 62.8 39.1 44.6 44.3 52.1 52.0 44.9 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 8.3 0.3 0.8 33.5 0.1 0.1 20.4 19.7 0.0 Delay (s) 67.2 26.7 63.6 72.6 44.7 44.3 72.4 71.7 45.0
Level of Service E C E E D D E E D
Approach Delay (s) 30.0 72.5 44.5 66.5
Approach LOS C E D E
Intersection Summary
HCM 2000 Control Delay 52.9 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.74
Actuated Cycle Length (s) 130.0 Sum of lost time (s) 23.3 Intersection Capacity Utilization 79.4% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
Attachment 2
© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS LEGEND
EXISTING CURB USE
CITY BOUNDARY LINES
PART-TIME BIKE LANE
(NO PARKING 7:00 AM – 6:00 PM MONDAY –
FRIDAY)
FULL-TIME BIKE LANE
NO PARKING AT ALL TIMES
PLAN
SCALE: 1" = 50' SCALE PLAN SCALE FEET
050 50 25 100
PLAN
SCALE: 1" = 50'
1 PLAN
ALTERNATIVE
2 – FULL-TIME BIKE LANE
SUNNYVALE HOMESTEAD RD BIKE LANES
Line measures 1 inch on full scale drawing, if not 1 inch scale accordingly.Dwg filename: N:\Shared\PROJECTS\2022\00-2022-126 Sunnyvale, CA Homestead Rd Bike Lane\08_CAD\02_Exhibits\ALT_A_C101.dwg Last saved by: ryanbooth Plot date: 3/17/2023 2:08 PM Plotstyle table: ALTA NCS Standard.stb 7'
S BERNARDO AVE
HOMESTEAD RD
HOMESTEAD RD
WRIGHT AVE
S MARY AVE
KIMBERLY DR
MACKENZIE DR
SAMEDRA ST
5.5'
6'
5'
EXISTING CURB
EXISTING CURB
MATCHLINE - SEE BELOW LEFT
MATCHLINE - SEE ABOVE RIGHT
SUNNYVALE
CUPERTINO
HOMESTEAD HIGH SCHOOL
SUNNYVALE
CUPERTINO
APPROX. 64'
APPROX. 64'
NOTE: THIS FIGURE IS INTENDED ONLY FOR REFERENCE, CONCEPTUAL PLANNING, AND INFORMATIONAL PURPOSES. THIS FIGURE SHOULD NOT BE USED TO ESTABLISH
BOUNDARIES, PROPERTY LINES, LOCATION OF OBJECTS, OR TO PROVIDE ANY OTHER
INFORMATION TYPICALLY NEEDED FOR FINAL DESIGN, CONSTRUCTION OR ANY OTHER PURPOSE WHEN ENGINEERED PLANS ARE REQUIRED.
EXISTING CLASS II BUFFERED
BIKE LANE TO REMAIN
REPLACE PART-TIME NO
PARKING SIGNAGE WITH
"CITY STANDARD DETAIL 4E-2
COMBINATION R26 / R81 SIGN"
REPLACE PART-TIME NO PARKING
SIGNAGE WITH "CITY STANDARD
DETAIL 4E-2 COMBINATION R26 /
R81 SIGN"
REPLACE PART-TIME NO PARKING
SIGNAGE WITH "CITY STANDARD
DETAIL 4E-2 COMBINATION R26 /
R81 SIGN"
REPLACE PART-TIME NO PARKING
SIGNAGE WITH "CITY STANDARD DETAIL
4E-2 COMBINATION R26 / R81 SIGN"
REPLACE PART-TIME NO PARKING
SIGNAGE WITH "CITY STANDARD DETAIL
4E-2 COMBINATION R26 / R81 SIGN"
6'
6'
6'
MATCHLINE - SEE SHEET 2
GENERAL NOTE: THIS CONCEPT WILL
INCLUDE REFRESHING EXISTING STRIPING
AS DETERMINED IN FUTURE PHASES RELOCATE SIGN TO THE BACK OF CURB. REPLACE PART-TIME NO
PARKING SIGNAGE WITH "CITY
STANDARD DETAIL 4E-2
COMBINATION R26 / R81 SIGN"
RELOCATE SIGN TO THE
BACK OF CURB. REPLACE
PART-TIME NO PARKING
SIGNAGE WITH "CITY
STANDARD DETAIL 4E-2
COMBINATION R26 / R81
SIGN"
EXISTING CLASS II BUFFERED
BIKE LANE TO REMAIN
REPLACE PART-TIME NO
PARKING SIGNAGE WITH
"CITY STANDARD DETAIL 4E-2
COMBINATION R26 / R81 SIGN"
Attachment 2
© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS LEGEND
PLAN
SCALE: 1" = 50' SCALE PLAN SCALE FEET
050 50 25 100
PLAN
SCALE: 1" = 50'
2 PLAN
ALTERNATIVE
2 – FULL-TIME BIKE LANE
SUNNYVALE HOMESTEAD RD BIKE LANES
Line measures 1 inch on full scale drawing, if not 1 inch scale accordingly.Dwg filename: N:\Shared\PROJECTS\2022\00-2022-126 Sunnyvale, CA Homestead Rd Bike Lane\08_CAD\02_Exhibits\ALT_A_C102.dwg Last saved by: ryanbooth Plot date: 3/17/2023 2:08 PM Plotstyle table: ALTA NCS Standard.stb 6'
HOMESTEAD RD
HOMESTEAD RD
KENNEWICK DR
ONTARIO DR
NEW BRUNSWICK AVE
HOLLENBECK AVE
EXISTING CURB
MATCHLINE - SEE BELOW LEFT
MATCHLINE - SEE ABOVE RIGHT
SUNNYVALE
CUPERTINO
APPROX. 64'
REPLACE PART-TIME NO PARKING
SIGNAGE WITH "CITY STANDARD DETAIL
4E-2 COMBINATION R26 / R81 SIGN"
SUNNYVALE
CUPERTINO
SUNNYVALE
CUPERTINO
REPLACE PART-TIME NO PARKING
SIGNAGE WITH "CITY STANDARD DETAIL
4E-2 COMBINATION R26 / R81 SIGN"
EXISTING CURB
APPROX. 64'
6.5'
6'
6'
5'
5'
MATCHLINE - SEE SHEET 1
MATCHLINE - SEE SHEET 3
EXISTING CURB EXISTING CURB EXISTING CURB
EXISTING CURB
EXISTING CURB
EXISTING CURB
RELOCATE SIGN TO THE BACK OF CURB,
REPLACE PART-TIME NO PARKING
SIGNAGE WITH "CITY STANDARD DETAIL
4E-2 COMBINATION R26 / R81 SIGN"
NOTE: THIS FIGURE IS INTENDED ONLY FOR REFERENCE, CONCEPTUAL PLANNING, AND INFORMATIONAL PURPOSES. THIS FIGURE SHOULD NOT BE USED TO ESTABLISH
BOUNDARIES, PROPERTY LINES, LOCATION OF OBJECTS, OR TO PROVIDE ANY OTHER
INFORMATION TYPICALLY NEEDED FOR FINAL DESIGN, CONSTRUCTION OR ANY OTHER PURPOSE WHEN ENGINEERED PLANS ARE REQUIRED.
EXISTING CURB USE
CITY BOUNDARY LINES
PART-TIME BIKE LANE
(NO PARKING 7:00 AM – 6:00 PM MONDAY –
FRIDAY)
FULL-TIME BIKE LANE
NO PARKING AT ALL TIMES
Attachment 2
© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS LEGEND
PLAN
SCALE: 1" = 50' SCALE PLAN SCALE FEET
050 50 25 100
PLAN
SCALE: 1" = 50'
3 PLAN
ALTERNATIVE
2 – FULL-TIME BIKE LANE
SUNNYVALE HOMESTEAD RD BIKE LANES
Line measures 1 inch on full scale drawing, if not 1 inch scale accordingly.Dwg filename: N:\Shared\PROJECTS\2022\00-2022-126 Sunnyvale, CA Homestead Rd Bike Lane\08_CAD\02_Exhibits\ALT_A_C103.dwg Last saved by: ryanbooth Plot date: 3/17/2023 2:08 PM Plotstyle table: ALTA NCS Standard.stb
HOMESTEAD RD
HOMESTEAD RD
FRANCO CT
FORGE WAY
BLUEJAY AVE
SUNNYVALE SARATOGA RD
EXISTING CURB
MATCHLINE - SEE BELOW LEFT
MATCHLINE - SEE ABOVE RIGHT
APPROX. 64'
REPLACE PART-TIME NO
PARKING SIGNAGE WITH
"CITY STANDARD DETAIL 4E-2
COMBINATION R26 / R81 SIGN"
5'
SUNNYVALE
CUPERTINO
VIA LOMBARDI
SUNNYVALE
CUPERTINO
5'
EXISTING CURB
6.5'
5'
APPROX. 71'
MATCHLINE - SEE SHEET 2
MATCHLINE - SEE SHEET 4
EXISTING CURB
EXISTING CURB
EXISTING CURB
EXISTING CURB
EXISTING CURB
NOTE: THIS FIGURE IS INTENDED ONLY FOR REFERENCE, CONCEPTUAL PLANNING, AND INFORMATIONAL PURPOSES. THIS FIGURE SHOULD NOT BE USED TO ESTABLISH
BOUNDARIES, PROPERTY LINES, LOCATION OF OBJECTS, OR TO PROVIDE ANY OTHER
INFORMATION TYPICALLY NEEDED FOR FINAL DESIGN, CONSTRUCTION OR ANY OTHER PURPOSE WHEN ENGINEERED PLANS ARE REQUIRED.
EXISTING CURB USE
CITY BOUNDARY LINES
PART-TIME BIKE LANE
(NO PARKING 7:00 AM – 6:00 PM MONDAY –
FRIDAY)
FULL-TIME BIKE LANE
NO PARKING AT ALL TIMES
Attachment 2
© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS LEGEND
PLAN
SCALE: 1" = 50' SCALE PLAN SCALE FEET
050 50 25 100
PLAN
SCALE: 1" = 50'
4 PLAN
ALTERNATIVE
2 – FULL-TIME BIKE LANE
SUNNYVALE HOMESTEAD RD BIKE LANES
Line measures 1 inch on full scale drawing, if not 1 inch scale accordingly.Dwg filename: N:\Shared\PROJECTS\2022\00-2022-126 Sunnyvale, CA Homestead Rd Bike Lane\08_CAD\02_Exhibits\ALT_A_C104.dwg Last saved by: ryanbooth Plot date: 3/17/2023 2:08 PM Plotstyle table: ALTA NCS Standard.stb
HOMESTEAD RD
HOMESTEAD RD
N BLANEY AVE
LANGPORT DR
HERON AVE
EXISTING CURB
MATCHLINE - SEE BELOW LEFT
MATCHLINE - SEE ABOVE RIGHT
APPROX. 64'
RELOCATE SIGN TO THE BACK OF CURB.
REPLACE PART-TIME NO PARKING
SIGNAGE WITH "CITY STANDARD DETAIL
4E-2 COMBINATION R26 / R81 SIGN"
8'
CANARY DR
NORTHPOINT WAY
SUNNYVALE
CUPERTINO
SUNNYVALE
CUPERTINO
EXISTING CURB
REPLACE PART-TIME NO
PARKING SIGNAGE WITH ""CITY
STANDARD DETAIL 4E-2
COMBINATION R26 / R81 SIGN" REPLACE PART-TIME NO PARKING SIGNAGE WITH "CITY STANDARD DETAIL
4E-2 COMBINATION R26 / R81 SIGN"
5'
8'
5'
APPROX. 71'
MATCHLINE - SEE SHEET 3
MATCHLINE - SEE SHEET 5
REPLACE PART-TIME NO
PARKING SIGNAGE WITH "CITY
STANDARD DETAIL 4E-2
COMBINATION R26 / R81 SIGN"
INSTALL NEW SIGN POST AND SIGN
TO THE BACK OF CURB. "CITY
STANDARD DETAIL 4E-2
COMBINATION R26 / R81 SIGN"
RELOCATE SIGN TO THE BACK OF CURB.
REPLACE PART-TIME NO PARKING SIGNAGE
WITH "CITY STANDARD DETAIL 4E-2
COMBINATION R26 / R81 SIGN"
RELOCATE SIGN TO THE BACK OF CURB.
REPLACE PART-TIME NO PARKING
SIGNAGE WITH "CITY STANDARD DETAIL
4E-2 COMBINATION R26 / R81 SIGN"
INSTALL NEW SIGN POST AND SIGN TO
THE BACK OF CURB. "CITY STANDARD
DETAIL 4E-2 COMBINATION R26 / R81
SIGN"
8'6'
NOTE: THIS FIGURE IS INTENDED ONLY FOR REFERENCE, CONCEPTUAL PLANNING, AND INFORMATIONAL PURPOSES. THIS FIGURE SHOULD NOT BE USED TO ESTABLISH
BOUNDARIES, PROPERTY LINES, LOCATION OF OBJECTS, OR TO PROVIDE ANY OTHER
INFORMATION TYPICALLY NEEDED FOR FINAL DESIGN, CONSTRUCTION OR ANY OTHER PURPOSE WHEN ENGINEERED PLANS ARE REQUIRED.
EXISTING CURB USE
CITY BOUNDARY LINES
PART-TIME BIKE LANE
(NO PARKING 7:00 AM – 6:00 PM MONDAY –
FRIDAY)
FULL-TIME BIKE LANE
NO PARKING AT ALL TIMES
Attachment 2
LEGEND
PLAN
SCALE: 1" = 50' SCALE PLAN SCALE FEET
050 50 25 100
PLAN
SCALE: 1" = 50'
5 PLAN
ALTERNATIVE
2 – FULL-TIME BIKE LANE
SUNNYVALE HOMESTEAD RD BIKE LANES
Line measures 1 inch on full scale drawing, if not 1 inch scale accordingly.Dwg filename: N:\Shared\PROJECTS\2022\00-2022-126 Sunnyvale, CA Homestead Rd Bike Lane\08_CAD\02_Exhibits\ALT_A_C105.dwg Last saved by: ryanbooth Plot date: 3/17/2023 2:08 PM Plotstyle table: ALTA NCS Standard.stb 8'
HOMESTEAD RD
HOMESTEAD RD
NIGHTINGALE AVE
N WOLFE RD
PEACOCK AVE
EXISTING CURB
MATCHLINE - SEE BELOW LEFT
MATCHLINE - SEE ABOVE RIGHT
APPROX. 64'
REPLACE PART-TIME NO PARKING
SIGNAGE WITH "CITY STANDARD DETAIL
4E-2 COMBINATION R26 / R81 SIGN"
8'
LINNET LN
SUNNYVALE
CUPERTINO
SUNNYVALE
CUPERTINO
REPLACE PART-TIME NO
PARKING SIGNAGE WITH "CITY
STANDARD DETAIL 4E-2
COMBINATION R26 / R81 SIGN"
REPLACE PART-TIME NO PARKING
SIGNAGE WITH "CITY STANDARD
DETAIL 4E-2 COMBINATION R26 /
R81 SIGN"
5'
APPROX. 71'
5'
EXISTING CURB
MATCHLINE - SEE SHEET 4
MATCHLINE - SEE SHEET 6
5.5'
NOTE: THIS FIGURE IS INTENDED ONLY FOR REFERENCE, CONCEPTUAL PLANNING, AND INFORMATIONAL PURPOSES. THIS FIGURE SHOULD NOT BE USED TO ESTABLISH
BOUNDARIES, PROPERTY LINES, LOCATION OF OBJECTS, OR TO PROVIDE ANY OTHER
INFORMATION TYPICALLY NEEDED FOR FINAL DESIGN, CONSTRUCTION OR ANY OTHER PURPOSE WHEN ENGINEERED PLANS ARE REQUIRED.
EXISTING CURB USE
CITY BOUNDARY LINES
PART-TIME BIKE LANE
(NO PARKING 7:00 AM – 6:00 PM MONDAY –
FRIDAY)
FULL-TIME BIKE LANE
NO PARKING AT ALL TIMES
Attachment 2
© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS LEGEND
PLAN
SCALE: 1" = 50' SCALE PLAN SCALE FEET
050 50 25 100
PLAN
SCALE: 1" = 50'
6 PLAN
ALTERNATIVE
2 – FULL-TIME BIKE LANE
SUNNYVALE HOMESTEAD RD BIKE LANES
Line measures 1 inch on full scale drawing, if not 1 inch scale accordingly.Dwg filename: N:\Shared\PROJECTS\2022\00-2022-126 Sunnyvale, CA Homestead Rd Bike Lane\08_CAD\02_Exhibits\ALT_A_C106.dwg Last saved by: ryanbooth Plot date: 3/17/2023 2:08 PM Plotstyle table: ALTA NCS Standard.stb
HOMESTEAD RD
HOMESTEAD RD
SWALLOW DR
QUAIL AVE
MATCHLINE - SEE BELOW LEFT
MATCHLINE - SEE ABOVE RIGHT
APPROX. 90'
REPLACE PART-TIME NO
PARKING SIGNAGE WITH "CITY
STANDARD DETAIL 4E-2
COMBINATION R26 / R81 SIGN"
SUNNYVALE
CUPERTINO
N TANTAU AVE
SWALLOW WAY
SUNNYVALE
SANTA CLARA
REPLACE PART-TIME NO PARKING
SIGNAGE WITH "CITY STANDARD DETAIL
4E-2 COMBINATION R26 / R81 SIGN"
5'
5'
5'
5.5'
10'
5.5'
6'
6'
MATCHLINE - SEE SHEET 5
EXISTING CURB
EXISTING CURB
12'
INSTALL NEW SIGN POST AND SIGN TO
THE BACK OF CURB "CITY STANDARD
DETAIL 4E-2 COMBINATION R26 / R81 SIGN"
NOTE: THIS FIGURE IS INTENDED ONLY FOR REFERENCE, CONCEPTUAL PLANNING, AND INFORMATIONAL PURPOSES. THIS FIGURE SHOULD NOT BE USED TO ESTABLISH
BOUNDARIES, PROPERTY LINES, LOCATION OF OBJECTS, OR TO PROVIDE ANY OTHER
INFORMATION TYPICALLY NEEDED FOR FINAL DESIGN, CONSTRUCTION OR ANY OTHER PURPOSE WHEN ENGINEERED PLANS ARE REQUIRED.
EXISTING CURB USE
CITY BOUNDARY LINES
PART-TIME BIKE LANE
(NO PARKING 7:00 AM – 6:00 PM MONDAY –
FRIDAY)
FULL-TIME BIKE LANE
NO PARKING AT ALL TIMES
Attachment 2
TYPICAL ROADWAY SECTIONTYP N.T.S.
NOTE:
1. ALL DIMENSIONS ARE APPROXIMATE. VERIFY IN FIELD FOR FUTURE PHASES.
2. SECTION SHOWN HERE IS FOR ILLUSTRATIVE PURPOSES ONLY.
3. PART-TIME AND FULL TIME BIKE LANES EXIST ON ROADWAY. SEE EXISTING CONDITIONS
ANALYSIS DOCUMENT FOR ADDITIONAL DETAIL ON ROADWAY WIDTH AND LAYOUT BIKE LANE3 TRAVEL LANE TRAVEL LANE
CENTER
TWO-WAY LEFT
TURN LANE TRAVEL LANE TRAVEL LANE BIKE LANE3
7 SECTION
ALTERNATIVE 2 – FULL-TIME BIKE LANE
SUNNYVALE HOMESTEAD RD BIKE LANE
S
Line measures 1 inch on full scale drawing, if not 1 inch scale accordingly.Dwg filename: N:\Shared\PROJECTS\2022\00-2022-126 Sunnyvale, CA Homestead Rd Bike Lane\08_CAD\02_Exhibits\ALT_A_C201.dwg Last saved by: ryanbooth Plot date: 3/17/2023 2:09 PM Plotstyle table: ALTA NCS Standard.stb NOTE: THIS FIGURE IS INTENDED ONLY FOR REFERENCE, CONCEPTUAL PLANNING, AND INFORMATIONAL PURPOSES. THIS FIGURE SHOULD NOT BE USED TO ESTABLISH
BOUNDARIES, PROPERTY LINES, LOCATION OF OBJECTS, OR TO PROVIDE ANY OTHER
INFORMATION TYPICALLY NEEDED FOR FINAL DESIGN, CONSTRUCTION OR ANY OTHER PURPOSE WHEN ENGINEERED PLANS ARE REQUIRED.
Attachment 2
H
OMESTEAD ROAD BIKE LANES - ALTERNATIVE 1
C
onceptual Estimate
D
ate: 2/17/2023
P
repared by: EK
R
eviewed by: SS
A
pproved by:
B
id # I
tem Qu
antity U
nit U
nit Price Su
btotal
1 1 LS 1
4,667.50$
1 4,667.50$
2 1 LS 1
1,734.00$
1 1,734.00$
3 1 LS 3
4,000.00$
3 4,000.00$
4 88 EA 4
00.00$
3 5,200.00$
5 11 EA 2
50.00$
2 ,750.00$
6 33 EA 1
00.00$
3 ,300.00$
7 8 EA 2
00.00$
1 ,600.00$
8 2
,700 LF 1
.50$
4 ,050.00$
9 1
,200 S
QYD 2
0.00$
2 4,000.00$
10 3
,200 LF 3
.00$
9 ,600.00$
11 945 SF 1
5.00$
1 4,175.00$
12 3
,600 LF 5
.00$
1 8,000.00$
1 73,076.50$
3 0% Contingency: 5
1,923$
CO
NSTRUCTION COST: 224,999$
DESIGN COSTS (20%) 45,000$
TOTAL COST 269,999$
Ins
tall Post
R
emove Sign
R
emove Sign and Post
S
UBTOTAL
S
triping Removal
Ins
tall Striping (Lane Markings + Bike Lane Striping)
P
avement Markings
B
uffered Bike Lane Markings
S
lurry Seal
A
lta's opinions of estimated construction costs are made on the basis of Altas' experience and qualifications. However, since Alta has no control over the cost of labor, materials, equipment, or services furnished by others, or over the Contractor's methods of determining prices, or over competitive bidding or market conditions, Alta cannot and does not guarantee that proposals, bids, or actual construction cost will not vary from the estimates as prepared by Alta.
Ins
tall Sign
Ge
neral/ Miscellaneous Improvements
M
obilization/ Demobilization (10%)
T
raffic Control (8%)
B
ike Lane Striping + Symbol Refresh
C
onstruction Items
P
age 1 of 2
Attachment 2
H
OMESTEAD ROAD BIKE LANES - ALTERNATIVE 2
C
onceptual Estimate
D
ate: 2/17/2023
P
repared by: EK
R
eviewed by: SS
A
pproved by:
B
id # I
tem Qu
antity U
nit U
nit Price Su
btotal
1 1 LS 7
,685.00$
7 ,685.00$
2 1 LS 6
,148.00$
6 ,148.00$
3 1 LS 3
4,000.00$
3 4,000.00$
4 88 EA 4
00.00$
3 5,200.00$
5 11 EA 2
50.00$
2 ,750.00$
6 33 EA 1
00.00$
3 ,300.00$
7 8 EA 2
00.00$
1 ,600.00$
9 0,683.00$
3 0% Contingency: 2
7,205$
CO
NSTRUCTION COST: 117,888$
DESIGN COSTS (20%) 23,600$
TOTAL COST 141,488$
Ge
neral/ Miscellaneous Improvements
B
ike Lane Striping + Symbol Refresh
C
onstruction Items
M
obilization/ Demobilization (10%)
T
raffic Control (8%)
S
UBTOTAL
R
emove Sign and Post
Ins
tall Sign
R
emove Sign
Ins
tall Post
A
lta's opinions of estimated construction costs are made on the basis of Altas' experience and qualifications. However, since Alta has no control over the cost of labor, materials, equipment, or services furnished by others, or over the Contractor's methods of determining prices, or over competitive bidding or market conditions, Alta cannot and does not guarantee that proposals, bids, or actual construction cost will not vary from the estimates as prepared by Alta.
P
age 2 of 2
Attachment 2