discussions with several real estate agents in the region, I have unanimously found all to agree that the real estate values of residences in close proximity to power lines goes down. Its hard to find potential buyers and most folks refrain from buying a house too close to high power transmission lines. There are 1000 plus residences in the area affected by this project. Even if we were to make very rough assumptions, and assume minimal cost reduction in property values and take an average loss of $100,000 per property in the current year, that goes to $100,000,000 of loss of equity to the public. This is not even accounting the businesses affected by this project. This long explanation was to raise a point that if the selection of route A was saving money to the city, this is costing a huge financial loss to the public, which is not acceptable. This decrease in property values will also directly impact the tax collection by the Santa Clara Assessor and result in lower tax revenue coming into the city of Santa Clara.
Reference #5 : Page 49 of report- Figure 5.1-2. Wall separating residences and Lafayette Street.
Personal observation#5: The picture is taken conveniently from the other side of the railway line which is actually Kingsbury street, inside a private community and not Lafayette street. This is further away from the proposed SVP lines. This is very misleading; see snapshots taken from Google maps below H-408
NRS-KRS 115KV TRANSMISSION LINE PROJECT
SEPTEMBER 2024 FINAL IS/MND
And this is what is included on the report:
The Mission Garden Townhome community has no walls as such and the main entry to residences face the road directly and are the most impacted. There are several other single family homes on Lafayette street with the same impact, having an entryway directly on the street. This and including other citations of reusing sections of older reports, is all in all absolutely unacceptable and instills distrust. This further shows incompetency of the agency/ agencies preparing this report.
H-409
NRS-KRS 115KV TRANSMISSION LINE PROJECT
SEPTEMBER 2024 FINAL IS/MND
Conclusion: This project's initial study needs to expand beyond CEQA for approval from the public. The limited scope of CEQA has failed to address the following concerns we have:
• Health hazards due to EMF levels.- This is by far the gravest concern and CEQA is clearly not qualified to study that.
• Reduced property values- several references provided below. • Loss of Aesthetic appeal for potential real estate buyers/ new and current businesses. • Increase in audible noise levels during and post construction, which is already high in the area with presence of railway line and air traffic route. • Increased fire hazard/ risk of other accidents.
• Induced current on railway lines with close proximity/ corona effect- CEQA report did not clearly address this for a 115KV line.
• Economic effect on the community from small to larger scale based on all of the above.
We demand further investigation and revisit other routes or proposals to resolve the power needs of the city. We have to ensure our and our kids’ health is not at stake in the name of development and infrastructure and are not in agreement for this project to move forward. We cannot approve this to move forward as of now given the lack of study and absence of a satisfactory solution/ mitigation provided in favor/ assurance to public health.
Additional References:
Research on effects of EMF on humans:
1. https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6025786/ This research reinforces the concerns of EMF exposure effect on human health.
2. https://www.epa.gov/radtown/electric-and-magnetic-fields-power-lines This resource suggests taking precautions and keeping distance or limiting exposure. Residents would no longer have either of these two options per the current proposals if they are living there 24-7.
3. https://www.fastexpert.com/blog/should-i-buy-a-house-near-power-lines/ These are points of view from a real estate expert who clearly states that property value declines proportionately to the distance of the property from high tension lines. People have apprehensions whether or not research clearly defines the risk. Potential buyers might have low priority for a property too close to a high tension power line.
4. https://orchard.com/blog/posts/power-lines-and-property-value Another research on real estate values lowered due to high tension power lines proximity.
H-410
NRS-KRS 115KV TRANSMISSION LINE PROJECT
SEPTEMBER 2024 FINAL IS/MND
Email: NRS-KRS 115 kV T-Line
From: Ruchika Sarna <[email protected]>
Sent: Wednesday, August 28, 2024 12:32 AM
To: NRS-KRS Project <[email protected]>; [email protected] <[email protected]>; [email protected] <[email protected]>; [email protected] <[email protected]>; [email protected] <[email protected]>; [email protected] <[email protected]>
Subject: Concerns Regarding Upcoming High Power Electric Wire Poles in Our Community for the upcoming SVP project connecting the Northern Receiving Station NRS to Kifer receiving station (KRS)- NRS-KRS 115kV Transmission Line Project
To Whomsoever it may concern,
We are residents of Santa Clara that will be negatively impacted by the “NRS-KRS 115kV Transmission Line Project”. We have collectively reviewed the draft Initial Study/ Mitigated Negative declaration for “NRS-KRS 115kV Transmission Line Project” from July 2024. After reviewing this report and also attending the virtual and in person meetings, here are some references to emphasize our various concerns.
Reference #1 : CEQA’s reporting includes these State reviewing agencies: California Air Resources Board (ARB), California Department of Fish and Wildlife, Bay Delta Region 3 (CDFW), California Department of Forestry and Fire Protection (CAL FIRE), California Department of Parks and Recreation, California Department of Toxic Substances Control (DTSC), California Department of Transportation, District 4 (DOT), California Department of Transportation, Division of Aeronautics (DOT), California Department of Transportation, Division of Transportation Planning (DOT), California Department of Water Resources (DWR), California Energy Commission, California Highway Patrol (CHP), California Native American Heritage Commission (NAHC), California Natural Resources Agency, California Public Utilities Commission (CPUC), California Regional Water Quality Control Board, San Francisco Bay Region 2 (RWQCB), Office of Historic Preservation, State Water Resources Control Board, Division of Drinking Water.
Personal observation#1 : None of these agencies has any association with human health. CEQA reporting is not qualified enough to force the public to compromise on health concerns. Other agencies need to be involved to review this proposal, that are qualified to study the effect on “ humans”, not just wildlife and vegetation, or “ environment. The checklist is completely devoid of our gravest humanitarian concerns. It is quite shocking that the project has not included any study to understand the potential impact of EMF waves on human lives, given that the transmission lines are potentially less than 60 feet from the closest dwellings. The city of Santa Clara needs to step in and have third party/ independent studies completed in favor of human health.
Reference #2: Page 41 of report- Section 4.15. Electric and Magnetic Fields summary.
Personal observation#2 : This consideration was completely absent earlier. Only after the residents raised their voices, this section was added. To our greatest disappointment, this section is copied over from an older report on the “South Loop Reconfiguration Project” from 2020. One would have expected that a new study would have been conducted for a project this size. The lack of due diligence and ignorance towards the specifics of this project are apparent and not acceptable. In fact we have found several sections of this older report as being reused across the entire report.
The EMP map shared during the in person meeting had several flaws and we would like to question the viability of the study that was completed. What time of the day was the study completed and on what H-411
NRS-KRS 115KV TRANSMISSION LINE PROJECT
SEPTEMBER 2024 FINAL IS/MND
models were the values based on since these were done on assumption for the EMF values that would be there once the project is complete. Since we have seen the several sections of the report redundantly copied over from other reports, we would like a more detailed analysis of this report.
Regarding EMF concerns for human health, there are plenty of scientific studies that do indicate the grave concern on human health with EMF exposures and we cannot ignore this aspect. Here is a reference to an article and there are plenty of articles listed here under references:
https://psc.wi.gov/Documents/Brochures/EMF.pdf
There are not enough references listed in the draft report provided to us, and the explanation provided seems to be conveniently using studies that prove otherwise. This needs more investigation and references. The solution provided as raising the height of the poles and increasing the distance is nonexistent. It was confirmed during the in person meeting that the design will not be altered and the height was already designed as required according to the SVP team present there. It seems that the preparers of this report did not even read the report after copying pasting from the old report as evident in the list of proposed solutions is not applicable here.
The live presentation on August 22nd showed the comparison of EMF values of household objects as a means to show that everyday household items carry a similar range of mG( milli Gauss) units. This comparison was inherently flawed since it mentioned that the household devices were producing those level at 1 feet while those indicated for 115KVf lines were at 60 feet. further these household devices do not operate 24X7 similar to the transmission lines.
There were a lot of citations of reports showcasing that no clear proof of EMF to human health exists but we would like to also point out certain states like Connecticut Department of Public Health have cited reports that have shown an increased incidence of childhood leukemia( Blood cancer) at avg exposure of only 3 mG. Also they have called out that some utility workers exposed to high levels of emf have increase risks of Lur Gehrig's disease.
They also call out that most impacts of EMF from high voltage lines dissipate at ~300 feet.
These are available on Page 2 & Page 3 of this report: https://portal.ct.gov/-/media/departmentsand-agencies/dph/dph/environmental_health/eoha/pdf/emffactsheet2008pdf.pdf This report has citations from WHO , National Institute of Environmental Health Sciences and California Department of Health Services.
https://www.niehs.nih.gov/sites/default/files/health/materials/electric_and_magnetic_fields_associ ated_with_the_use_of_electric_power_questions_and_answers_english_508.pdf Reference #3
Personal observation#3
The railway line's proximity to the proposed high transmission lines is very concerning. The centerline distance from proposed lines to railway line is aproximately 50 feet per google maps with some margin for error. As per the report there are no Corona rings proposed for the 115KV lines. There seems to be negligence in design in consideration of the hazards posed by these high voltage lines as Corona effect can transfer current to railway lines. All the residents are at a high risk of accidental hazards given the proximity of the railway line, this project is adding on to the hazards. This section is only stating information about what Corona effect is, as may be required by law, which by the way is again a copy paste from an old report. The only concern discussed in more depth is the audible noise level. The H-412
NRS-KRS 115KV TRANSMISSION LINE PROJECT
SEPTEMBER 2024 FINAL IS/MND
concerns are presented to imply that this is not significant by stating that 115KV lines pose less than significant risk.
Reference #4: Post meeting material from March 19th 2024 @https://santaclara.legistar.com/LegislationDetail.aspx?ID=6582415&GUID=E6E14646-3CF7-4D15- BB98-F18580696012&Options=&Search=
Personal observation#4: At surface level, it looks like Option #A was selected only based on Cost perspective, without any consideration to human health, young children, property values, Corona effect, long term sustainability perspective or any other factors. While its important to understand the results of CEQA study, its extremely critical to understand the negative impact of EMF on the many young children living around the proposed transmission lines. Without extensive research and study on the impact to young children and adult heath, we should not be approving such an incomplete proposal.
discussions with several real estate agents in the region, I have unanimously found all to agree that the real estate values of residences in close proximity to power lines goes down. Its hard to find potential buyers and most folks refrain from buying a house too close to high power transmission lines. There are 1000 plus residences in the area affected by this project. Even if we were to make very rough assumptions, and assume minimal cost reduction in property values and take an average loss of $100,000 per property in the current year, that goes to $100,000,000 of loss of equity to the public. This is not even accounting the businesses affected by this project. This long explanation was to raise a point that if the selection of route A was saving money to the city, this is costing a huge financial loss to the public, which is not acceptable. This decrease in property values will also directly impact the tax collection by the Santa Clara Assessor and result in lower tax revenue coming into the city of Santa Clara.
Reference #5 : Page 49 of report- Figure 5.1-2. Wall separating residences and Lafayette Street.
Personal observation#5: The picture is taken conveniently from the other side of the railway line which is actually Kingsbury street, inside a private community and not Lafayette street. This is further away from the proposed SVP lines. This is very misleading; see snapshots taken from Google maps below H-413
NRS-KRS 115KV TRANSMISSION LINE PROJECT
SEPTEMBER 2024 FINAL IS/MND
And this is what is included on the report:
The Mission Garden Townhome community has no walls as such and the main entry to residences face the road directly and are the most impacted. There are several other single family homes on Lafayette street with the same impact, having an entryway directly on the street. This and including other citations of reusing sections of older reports, is all in all absolutely unacceptable and instills distrust. This further shows incompetency of the agency/ agencies preparing this report.
H-414
NRS-KRS 115KV TRANSMISSION LINE PROJECT
SEPTEMBER 2024 FINAL IS/MND
Conclusion: This project's initial study needs to expand beyond CEQA for approval from the public. The limited scope of CEQA has failed to address the following concerns we have:
• Health hazards due to EMF levels.- This is by far the gravest concern and CEQA is clearly not qualified to study that.
• Reduced property values- several references provided below. • Loss of Aesthetic appeal for potential real estate buyers/ new and current businesses. • Increase in audible noise levels during and post construction, which is already high in the area with presence of railway line and air traffic route. • Increased fire hazard/ risk of other accidents.
• Induced current on railway lines with close proximity/ corona effect- CEQA report did not clearly address this for a 115KV line.
• Economic effect on the community from small to larger scale based on all of the above.
We demand further investigation and revisit other routes or proposals to resolve the power needs of the city. We have to ensure our and our kids’ health is not at stake in the name of development and infrastructure and are not in agreement for this project to move forward. We cannot approve this to move forward as of now given the lack of study and absence of a satisfactory solution/ mitigation provided in favor/ assurance to public health.
Additional References:
Research on effects of EMF on humans:
1. https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6025786/ This research reinforces the concerns of EMF exposure effect on human health.
2. https://www.epa.gov/radtown/electric-and-magnetic-fields-power-lines This resource suggests taking precautions and keeping distance or limiting exposure. Residents would no longer have either of these two options per the current proposals if they are living there 24-7.
3. https://www.fastexpert.com/blog/should-i-buy-a-house-near-power-lines/ These are points of view from a real estate expert who clearly states that property value declines proportionately to the distance of the property from high tension lines. People have apprehensions whether or not research clearly defines the risk. Potential buyers might have low priority for a property too close to a high tension power line.
4. https://orchard.com/blog/posts/power-lines-and-property-value Another research on real estate values lowered due to high tension power lines proximity.
H-415
NRS-KRS 115KV TRANSMISSION LINE PROJECT
SEPTEMBER 2024 FINAL IS/MND
Email: NRS-KRS 115 kV T-Line
From: Yuri Kleban π <[email protected]>
Sent: Tuesday, August 27, 2024 8:20 PM
To: NRS-KRS Project; [email protected]; [email protected]; [email protected]; [email protected]; Allie Jackman Subject: Concerns Regarding Upcoming High Power Electric Wire Poles in Our Community for the upcoming SVP project connecting the Northern Receiving Station NRS to Kifer receiving station (KRS)- NRS-KRS 115kV Transmission Line Project
To Whomsoever it may concern,
We are residents of Santa Clara that will be negatively impacted by the “NRS-KRS 115kV Transmission Line Project”. We have collectively reviewed the draft Initial Study/ Mitigated Negative declaration for “NRS-KRS 115kV Transmission Line Project” from July 2024. After reviewing this report and also attending the virtual and in person meetings, here are some references to emphasize our various concerns.
Reference #1 : CEQA’s reporting includes these State reviewing agencies: California Air Resources Board (ARB), California Department of Fish and Wildlife, Bay Delta Region 3 (CDFW), California Department of Forestry and Fire Protection (CAL FIRE), California Department of Parks and Recreation, California Department of Toxic Substances Control (DTSC), California Department of Transportation, District 4 (DOT), California Department of Transportation, Division of Aeronautics (DOT), California Department of Transportation, Division of Transportation Planning (DOT), California Department of Water Resources (DWR), California Energy Commission, California Highway Patrol (CHP), California Native American Heritage Commission (NAHC), California Natural Resources Agency, California Public Utilities Commission (CPUC), California Regional Water Quality Control Board, San Francisco Bay Region 2 (RWQCB), Office of Historic Preservation, State Water Resources Control Board, Division of Drinking Water.
Personal observation#1 : None of these agencies has any association with human health. CEQA reporting is not qualified enough to force the public to compromise on health concerns. Other agencies need to be involved to review this proposal, that are qualified to study the effect on “ humans”, not just wildlife and vegetation, or “ environment. The checklist is completely devoid of our gravest humanitarian concerns. It is quite shocking that the project has not included any study to understand the potential impact of EMF waves on human lives, given that the transmission lines are potentially less than 60 feet from the closest dwellings. The city of Santa Clara needs to step in and have third party/ independent studies completed in favor of human health.
Reference #2: Page 41 of report- Section 4.15. Electric and Magnetic Fields summary.
Personal observation#2 : This consideration was completely absent earlier. Only after the residents raised their voices, this section was added. To our greatest disappointment, this section is copied over from an older report on the “South Loop Reconfiguration Project” from 2020. One would have expected that a new study would have been conducted for a project this size. The lack of due diligence and ignorance towards the specifics of this project are apparent and not acceptable. In fact we have found several sections of this older report as being reused across the entire report.
The EMP map shared during the in person meeting had several flaws and we would like to question the viability of the study that was completed. What time of the day was the study completed and on what models were the values based on since these were done on assumption for the EMF values that would be there once the project is complete. Since we have seen the several sections of the report redundantly copied over from other reports, we would like a more detailed analysis of this report.
H-416
NRS-KRS 115KV TRANSMISSION LINE PROJECT
SEPTEMBER 2024 FINAL IS/MND
Regarding EMF concerns for human health, there are plenty of scientific studies that do indicate the grave concern on human health with EMF exposures and we cannot ignore this aspect. Here is a reference to an article and there are plenty of articles listed here under references:
https://psc.wi.gov/Documents/Brochures/EMF.pdf
There are not enough references listed in the draft report provided to us, and the explanation provided seems to be conveniently using studies that prove otherwise. This needs more investigation and references. The solution provided as raising the height of the poles and increasing the distance is nonexistent. It was confirmed during the in person meeting that the design will not be altered and the height was already designed as required according to the SVP team present there. It seems that the preparers of this report did not even read the report after copying pasting from the old report as evident in the list of proposed solutions is not applicable here.
The live presentation on August 22nd showed the comparison of EMF values of household objects as a means to show that everyday household items carry a similar range of mG( milli Gauss) units. This comparison was inherently flawed since it mentioned that the household devices were producing those level at 1 feet while those indicated for 115KVf lines were at 60 feet. further these household devices do not operate 24X7 similar to the transmission lines.
There were a lot of citations of reports showcasing that no clear proof of EMF to human health exists but we would like to also point out certain states like Connecticut Department of Public Health have cited reports that have shown an increased incidence of childhood leukemia( Blood cancer) at avg exposure of only 3 mG. Also they have called out that some utility workers exposed to high levels of emf have increase risks of Lur Gehrig's disease.
They also call out that most impacts of EMF from high voltage lines dissipate at ~300 feet.
These are available on Page 2 & Page 3 of this report: https://portal.ct.gov/-/media/departmentsand-agencies/dph/dph/environmental_health/eoha/pdf/emffactsheet2008pdf.pdf This report has citations from WHO , National Institute of Environmental Health Sciences and California Department of Health Services.
https://www.niehs.nih.gov/sites/default/files/health/materials/electric_and_magnetic_fields_associ ated_with_the_use_of_electric_power_questions_and_answers_english_508.pdf Reference #3
Personal observation#3
The railway line's proximity to the proposed high transmission lines is very concerning. The centerline distance from proposed lines to railway line is aproximately 50 feet per google maps with some margin for error. As per the report there are no Corona rings proposed for the 115KV lines. There seems to be negligence in design in consideration of the hazards posed by these high voltage lines as Corona effect can transfer current to railway lines. All the residents are at a high risk of accidental hazards given the proximity of the railway line, this project is adding on to the hazards. This section is only stating information about what Corona effect is, as may be required by law, which by the way is again a copy paste from an old report. The only concern discussed in more depth is the audible noise level. The concerns are presented to imply that this is not significant by stating that 115KV lines pose less than significant risk.
H-417
NRS-KRS 115KV TRANSMISSION LINE PROJECT
SEPTEMBER 2024 FINAL IS/MND
Reference #4: Post meeting material from March 19th 2024 @https://santaclara.legistar.com/LegislationDetail.aspx?ID=6582415&GUID=E6E14646-3CF7-4D15- BB98-F18580696012&Options=&Search=
Personal observation#4: At surface level, it looks like Option #A was selected only based on Cost perspective, without any consideration to human health, young children, property values, Corona effect, long term sustainability perspective or any other factors. While its important to understand the results of CEQA study, its extremely critical to understand the negative impact of EMF on the many young children living around the proposed transmission lines. Without extensive research and study on the impact to young children and adult heath, we should not be approving such an incomplete proposal.
discussions with several real estate agents in the region, I have unanimously found all to agree that the real estate values of residences in close proximity to power lines goes down. Its hard to find potential buyers and most folks refrain from buying a house too close to high power transmission lines. There are 1000 plus residences in the area affected by this project. Even if we were to make very rough assumptions, and assume minimal cost reduction in property values and take an average loss of $100,000 per property in the current year, that goes to $100,000,000 of loss of equity to the public. This is not even accounting the businesses affected by this project. This long explanation was to raise a point that if the selection of route A was saving money to the city, this is costing a huge financial loss to the public, which is not acceptable. This decrease in property values will also directly impact the tax collection by the Santa Clara Assessor and result in lower tax revenue coming into the city of Santa Clara.
Reference #5 : Page 49 of report- Figure 5.1-2. Wall separating residences and Lafayette Street.
Personal observation#5: The picture is taken conveniently from the other side of the railway line which is actually Kingsbury street, inside a private community and not Lafayette street. This is further away from the proposed SVP lines. This is very misleading; see snapshots taken from Google maps below H-418
NRS-KRS 115KV TRANSMISSION LINE PROJECT
SEPTEMBER 2024 FINAL IS/MND
And this is what is included on the report:
The Mission Garden Townhome community has no walls as such and the main entry to residences face the road directly and are the most impacted. There are several other single family homes on Lafayette street with the same impact, having an entryway directly on the street. This and including other citations H-419
NRS-KRS 115KV TRANSMISSION LINE PROJECT
SEPTEMBER 2024 FINAL IS/MND
of reusing sections of older reports, is all in all absolutely unacceptable and instills distrust. This further shows incompetency of the agency/ agencies preparing this report.
Conclusion: This project's initial study needs to expand beyond CEQA for approval from the public. The limited scope of CEQA has failed to address the following concerns we have:
• Health hazards due to EMF levels.- This is by far the gravest concern and CEQA is clearly not qualified to study that.
• Reduced property values- several references provided below. • Loss of Aesthetic appeal for potential real estate buyers/ new and current businesses. • Increase in audible noise levels during and post construction, which is already high in the area with presence of railway line and air traffic route. • Increased fire hazard/ risk of other accidents.
• Induced current on railway lines with close proximity/ corona effect- CEQA report did not clearly address this for a 115KV line.
• Economic effect on the community from small to larger scale based on all of the above.
We demand further investigation and revisit other routes or proposals to resolve the power needs of the city. We have to ensure our and our kids’ health is not at stake in the name of development and infrastructure and are not in agreement for this project to move forward. We cannot approve this to move forward as of now given the lack of study and absence of a satisfactory solution/ mitigation provided in favor/ assurance to public health.
Additional References:
Research on effects of EMF on humans:
1. https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6025786/ This research reinforces the concerns of EMF exposure effect on human health.
2. https://www.epa.gov/radtown/electric-and-magnetic-fields-power-lines This resource suggests taking precautions and keeping distance or limiting exposure. Residents would no longer have either of these two options per the current proposals if they are living there 24-7.
3. https://www.fastexpert.com/blog/should-i-buy-a-house-near-power-lines/ These are points of view from a real estate expert who clearly states that property value declines proportionately to the distance of the property from high tension lines. People have apprehensions whether or not research clearly defines the risk. Potential buyers might have low priority for a property too close to a high tension power line.
4. https://orchard.com/blog/posts/power-lines-and-property-value H-420
NRS-KRS 115KV TRANSMISSION LINE PROJECT
SEPTEMBER 2024 FINAL IS/MND
Another research on real estate values lowered due to high tension power lines proximity. ---
Yuri Kleban | Global Partnerships Tools - Global Product Lead Manager | Google | I am part of the g2g coaching program in Google. Sign up at go/coachyuri This email may be confidential or privileged. If you received this communication by mistake, please don't forward it to anyone else, please erase all copies and attachments, and please let me know that it went to the wrong person.
H-421
NRS-KRS 115KV TRANSMISSION LINE PROJECT
SEPTEMBER 2024 FINAL IS/MND
Email: NRS-KRS 115 kV T-Line
From: *Sir*Yuri <[email protected]>
Sent: Tuesday, August 27, 2024 8:22 PM
To: NRS-KRS Project; [email protected]; [email protected]; [email protected]; [email protected]; [email protected] Subject: Concerns Regarding Upcoming High Power Electric Wire Poles in Our Community - NRS-KRS 115kV Transmission Line Project
Hi there,
As residents of Santa Clara, we are deeply concerned about the potential negative impacts of the "NRSKRS 115kV Transmission Line Project." After thoroughly reviewing the draft Initial Study/Mitigated Negative Declaration (July 2024) and participating in related meetings, we have identified several critical issues that require attention.
Health Concerns: The California Environmental Quality Act (CEQA) review lacks focus on human health impacts, particularly concerning electromagnetic fields (EMF). Despite proximity to residences (less than 60 feet), there has been no comprehensive study on the potential health effects of EMF exposure. We urge the City of Santa Clara to commission independent studies that prioritize public health.
Inadequate Reporting: The inclusion of an Electric and Magnetic Fields (EMF) section in the report seems to have been an afterthought, prompted by resident concerns. This section largely replicates content from a 2020 report, lacking specific analysis relevant to this project. Additionally, the EMF study presented is flawed and does not provide a realistic assessment of potential risks.
Corona Effect and Railway Line Proximity: The report neglects the risks associated with the Corona effect and its potential impact on nearby railway lines. With the proposed transmission lines only 50 feet from the railway, this oversight poses a significant safety hazard.
Economic and Property Value Implications: The selection of Route A appears driven by cost-saving measures, with little regard for the potential $100 million loss in property value for residents in the affected area. This decision could also reduce tax revenues for the city.
Misleading Information: Certain report sections, such as the representation of residential impact, are misleading. The report’s reliance on outdated data further erodes trust in its findings.
In conclusion, the scope of the CEQA review is insufficient to address our concerns. We demand further investigation, particularly into the health and economic impacts, before this project proceeds. The wellbeing of our community should not be compromised in the name of development. -Y & A, residents
H-422
NRS-KRS 115KV TRANSMISSION LINE PROJECT
SEPTEMBER 2024 FINAL IS/MND
Email: NRS-KRS 115 kV T-Line
From: derek fong <[email protected]>
Sent: Tuesday, August 27, 2024 4:28 PM
To: NRS-KRS Project
Subject: feedback on slides from feedback meeting
hi Allie,
i wasn't able to attend the meeting, but i did review the slides (without Appendix G being available) and quite frankly, i don't find the analysis and comparison of household appliances vs the expected load of the segments very convincing as rational to construct the project as proposed. in fact, i find the analysis/arguments misleading for several reasons:
• some residents are roughly ~60 ft from the centerline of the Lafayette stretch • the normal and peak loads greatly exceed the median value of many of the household appliances listed (who uses Electric can openers anyway?) • and most importantly, most of those appliances listed are not emitted EMF constantly to the homeowner. they only emit when operated (in short bursts) which is nothing like the 24/7 operated e transmission lines.
i hope, even if costly, Silicon Valley Power will reconsider the more costly and inconvenient option of undergrounding the line. white there are no regulations or agreement on "safe" EMF levels, as a scientist, i well know there is enough evidence in the peer reviewed literature which suggests any added EMF fields are harmful and increase the risk of cancer. as a SVP customer, i would gladly have slightly higher electricity rates than have the added risk of the calculated EMF fields which to me are significant and should be avoided. thanks for taking time time to hear my concerns. i hope the powers that be will take the concerns and voices of nearby residences seriously. don't hesitate to contact me if you have any questions about what i've written above.
Sincerely,
Derek Fong
H-423
NRS-KRS 115KV TRANSMISSION LINE PROJECT
SEPTEMBER 2024 FINAL IS/MND
Email: NRS-KRS 115 kV T-Line
From: jeff.holmbeck <[email protected]>
Sent: Saturday, August 24, 2024 3:11 AM
To: NRS-KRS Project; Silicon Valley Power
Cc: Allie Jackman
Subject: Re: Join Us for a Community Meeting to Discuss SVP's New Transmission Line Project Thank you Grace and I appreciate the response.
Regards,
Jeff
Sent from my Verizon, Samsung Galaxy smartphone
-------- Original message --------
From: NRS-KRS Project <[email protected]>
Date: 8/23/24 8:05 PM (GMT+01:00)
To: "jeff.holmbeck" <[email protected]>, Silicon Valley Power <[email protected]> Cc: Allie Jackman <[email protected]>
Subject: Re: Join Us for a Community Meeting to Discuss SVP's New Transmission Line Project Hi Jeff,
Thanks for reaching out and expressing your preference on the Project. On Monday, we will upload the Public Engagement Meeting PowerPoint and FAQ to the SVP website (link below).
Projects | Silicon Valley Power
I am looking into the cost and will get back to you.
Thanks, and have a great weekend!
Grace
From: jeff.holmbeck <[email protected]>
Sent: Monday, August 12, 2024 8:39 PM
To: Silicon Valley Power <[email protected]>
Cc: NRS-KRS Project <[email protected]>
Subject: RE: Join Us for a Community Meeting to Discuss SVP's New Transmission Line Project I can't attend the meeting, bur would like to know how much Santa Clara taxpayer $'s was spent on the environmental study?
My vote would be to put it underground.
Jeff
Sent from my Verizon, Samsung Galaxy smartphone
H-424
NRS-KRS 115KV TRANSMISSION LINE PROJECT
SEPTEMBER 2024 FINAL IS/MND
-------- Original message --------
From: Silicon Valley Power <[email protected]>
Date: 8/12/24 5:42 PM (GMT+01:00)
To: [email protected]
Subject: Join Us for a Community Meeting to Discuss SVP's New Transmission Line Project View as a webpage / Share
Join Us for a Community Meeting to Discuss SVP's New Transmission Line Project Silicon Valley Power (SVP) is proposing to construct 2.24 miles of new 115 kV transmission line connecting the Northern Receiving Station (NRS) and Kifer Receiving Station (KRS).
This project aims to balance and redistribute energy and support load growth.
An Initial Study was completed by Aspen Environmental Group on behalf of SVP, in accordance with the California Environmental Quality Act (CEQA), and is available for review in the Planning Division office in City Hall at 1500 Warburton Avenue, the Northside Branch Library at 695 Moreland Way, and online at: SiliconValleyPower.com/115kv. Based on the Initial Study, since the project involves constructing a new 2.24-mile-long overhead H-425
NRS-KRS 115KV TRANSMISSION LINE PROJECT
SEPTEMBER 2024 FINAL IS/MND
and/or underground 115 kV transmission line between the Northern Receiving Station (NRS) and Kifer Receiving Station (KRS) to enhance SVP’s system capacity and reliability, the project is not expected to have a significant environmental impact. This is due to the incorporation of mitigation measures through conditions of approval, which will reduce potential impacts to a less-than-significant level.
To help the affected community understand the Initial Study and to explain how the public can participate in SVP’s decision-making process, SVP will hold an in-person community meeting.
Meeting Details
Date: Thursday, August 22, 2024
Time: 5:00 pm - 6:30 pm
Location: Northside Community Room, 695 Moreland Way, Santa Clara, CA 95054 Public Engagement
A Draft Initial Study/Mitigated Negative Declaration (IS/MND) was published on July 31, 2024. The 30-day public review period ends at 5:00 PM on August 30, 2024. We encourage residents to attend the community meeting in person. However, comments can also be submitted via US Mail or email to Allie Jackman (contact info below) by the deadline.
Contact Information
Allie Jackman, Silicon Valley Power
c/o Aspen Environmental Group
235 Montgomery Street, Suite 967
San Francisco, CA 94104-3002
Email: [email protected]
Project website: SiliconValleyPower.com/115kv
We look forward to your participation.
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H-426
Resolution/ 115kV Line Northern Receiving Station and Kifer Receiving Station – MND & MMRP Page 1 of 3 Rev. 7/31/24
RESOLUTION NO. __________
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
SANTA CLARA, CALIFORNIA TO ADOPT THE MITIGATED
NEGATIVE DECLARATION AND THE MITIGATION
MONITORING AND REPORTING PROGRAM FOR THE 115kV
TRANSMISSION LINE PROJECT BETWEEN NORTHERN
RECEIVING STATION AND KIFER RECEIVING STATION
WHEREAS, the City of Santa Clara ("City") proposes the construction of an overhead 115 kilo-volt (kV) transmission line between Northern Receiving Station (NRS) and Kifer Receiving station (KRS) ("Project") on a path as more fully described in the mitigated negative declaration referenced below;
WHEREAS, the City is the lead agency for the preparation and consideration of environmental documents for the Project, as defined in the California Environmental Quality Act and the State of California Guidelines for the Implementation of the California Environmental Quality Act (collectively, "CEQA");
WHEREAS, pursuant to CEQA, specifically section 15070 of Title 14 of the California Code of Regulations, the City prepared an initial study which identified potentially significant effects on the environment which will be avoided or mitigated through the implementation of the Mitigated Negative Declaration (“MND”) and Mitigation Monitoring and Reporting Program (“MMRP”);
WHEREAS, the City prepared the MND and MMRP and circulated these documents for a 30-day public review period between July 31,2024 and August 30, 2024, in compliance with the requirements of CEQA;
WHEREAS, during the public review period, the City received comments from the San Jose International Airport, Caltrans, San Francisco Public Utilities Commission, and the California Department of Fish and Wildlife;
WHEREAS, the City prepared a “Responses to Comments” document is included in Section 7 of the MND and addresses all comments raised; Resolution/ 115kV Line Northern Receiving Station and Kifer Receiving Station – MND & MMRP Page 2 of 3 Rev. 7/31/24
WHEREAS, the City conducted its own independent analysis of the MND and MMRP prior to releasing it for public review and determined that the MND and MMRP were appropriate as there is substantial evidence the Project would not result in any significant environmental impacts;
WHEREAS, the Santa Clara City Council has reviewed and considered the MND, MMRP, the comments received to date and the responses prepared, and the City Council, in reviewing the Project as proposed, intends to take actions on the Project in compliance with CEQA; and
WHEREAS, the MND and the MMRP have been attached to the staff report for this environmental approval and the approval of the Project and, by this reference, are incorporated into this Resolution as if fully set forth herein.
NOW THEREFORE, BE IT FURTHER RESOLVED BY THE CITY COUNCIL OF THE CITY OF SANTA CLARA AS FOLLOWS:
1. That the City Council hereby finds that the above Recitals are true and correct and by this reference makes them a part hereof.
2. That based on the whole record before it, the City Council hereby finds that all potentially significant environmental impacts that may directly or indirectly result from the Project would be reduced to a less than significant level by the mitigation measures specified in the MND and MMRP and that there is no substantial evidence that the project will have a significant effect on the environment.
3. That the City Council hereby finds that the MND and MMRP is complete, prepared in compliance with CEQA, and represents the independent judgment of the City Council.
4. That the City Council further finds that the MND and MMRP are adequate to serve as the required CEQA environmental documentation for the Project, and hereby adopts the MND and MMRP for the Project.
Resolution/ 115kV Line Northern Receiving Station and Kifer Receiving Station – MND & MMRP Page 3 of 3 Rev. 7/31/24
5. That the City Council hereby designates the Chief Electric Utility Officer of the City of Santa Clara, Silicon Valley Power as the Custodian of Records for the Project, and the Planning Division at City Hall, 881 Martin Avenue, Santa Clara, California, is the location of the documents and other material that constitute the record of proceedings upon which this decision is based.
6. The City Council directs the City Manager or designee to file a notice of determination with the County of Santa Clara and State Clearinghouse.
7. Effective Date. This Resolution shall become effective immediately.
I HEREBY CERTIFY THE FOREGOING TO BE A TRUE COPY OF A RESOLUTION PASSED
AND ADOPTED BY THE CITY COUNCIL OF THE CITY OF SANTA CLARA, CALIFORNIA, AT A REGULAR MEETING THEREOF HELD ON THE _____________ DAY OF _____________, BY THE FOLLOWING VOTE:
AYES: COUNCILORS:
NOES: COUNCILORS:
ABSENT: COUNCILORS:
ABSTAINED: COUNCILORS:
ATTEST: ______________________________
NORA PIMENTEL, MMC
ASSISTANT CITY CLERK
CITY OF SANTA CLARA
Attachments incorporated by reference:
1. Mitigated Negative Declaration
2. Mitigation Monitoring and Reporting Program
City of Santa Clara
Agenda Report
1500 Warburton Avenue
Santa Clara, CA 95050
santaclaraca.gov
@SantaClaraCity
24-921 Agenda Date: 11/12/2024
REPORT TO COUNCIL
SUBJECT
Public Hearing: Actions on a Rezone from PD - Planned Development to HI - Heavy Industrial and Variance for the Property Located at 2201 Lafayette Street to Allow Reestablishment of Industrial Uses for a Product Engineering Development and Manufacturing Business
COUNCIL PILLAR
Promote and Enhance Economic, Housing and Transportation Development
BACKGROUND
On August 22, 2023, John Ha with Innovative Design Architecture (“Applicant”), on behalf of Cindy Cheng with Vista Grande Investment, LLC (“Owner”), filed an application to change the use of the subject site located at 2201 Lafayette Street. The proposal includes minor interior changes and site improvements to use the existing onsite building for a heavy industrial use of product engineering development and manufacturing for the business operating as Applied Innovation Group, Inc.
The project site has been vacant since April 2013 and was previously occupied by a business, “Union Stone” (a construction materials retail showroom and warehouse). In 2005, the City Council approved a request (File No. PLN2005-05047) to rezone the parcel (APN: 224-04-082) from Heavy Industrial (MH) to Planned Development (PD) and a Tentative Parcel Map to subdivide the property into three parcels: Parcel One (700 Mathew Street, APN: 224-03-086), Parcel Two (2201 Lafayette Street, APN: 224-03-087) and Parcel Three (Parking lot along Mathew Street, APN: 224-03-000). Refer to the approved site plan from 2005 (Attachment 5).
The rezoning was approved with specific conditions of approval restricting the use of Parcel Two to construction materials retail showroom/warehouse only. A Parking Agreement was also executed between Parcel One and Parcel Two, where 10 parking spaces on Parcel Three would be available for use by Parcel Two.
On July 18, 2023, the City Council approved a request (PLN23-00054) to rezone the property at 700 Mathew Street (Parcels One and Three) from PD to MH for the use of existing buildings on site for metal fabrication/spinning for the business operating as Quality Metal Spinning. The Planning Commission had also approved a Variance on June 14, 2023, for 26 parking spaces, where 32 parking spaces were required, which became effective upon approval of the rezoning.
The current application includes only Parcel Two (2201 Lafayette Street) and is a similar request that was for 700 Mathew Street. Given the specific uses allowed in the existing PD zoning, the proposal to use this site for heavy industrial use (Applied Innovation Group, Inc) would require a Rezone from Planned Development to Heavy Industrial (HI). This project also includes a Variance (Section 18.124 Zoning Code 2024) from the required parking.
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24-921 Agenda Date: 11/12/2024
Rezoning applications require approval by the Council after the Planning Commission has reviewed and provided a recommendation (Section 18.142 Zoning Code 2024).
DISCUSSION
The proposed rezone to HI from PD would allow for the reestablishment of a heavy industrial use, which was the original use at this site. The applicant proposes to use the property for a product engineering development and manufacturing business, which is a permitted use in the HI zone. The project site consists of a developed parcel (Parcels 224-03-087) and existing structures on the site will meet all the development standards and regulations listed in Chapter 18.50 of the Classic Code (former zoning code prior to the 2024 update), Heavy Industrial Zoning District. The project is subject to the parking regulations of the updated Zoning Code (2024) and is in deficit of the required 18 parking spaces, however this is an existing non-conforming condition. The Planning Commission report (Attachment 1) includes the detailed explanation of the applicable Zoning Code sections.
On September 11, 2024, the Planning Commission reviewed the application for the Rezone and Variance. The Planning Commission staff report (Attachment #1) provides an analysis of the project’s conformance to the General Plan and the substandard lot size and dimensions which were created by the previous rezoning and tentative map approved in 2005. At the hearing, the Commissioners asked clarifying questions about the proposed business, Product Engineering Development and Manufacturing.
The discussion focused on the parking Variance. Per Section 18.38 Table 3-3 of the Zoning Code (2024), the proposed use will require 18 parking spaces at a ratio of one space per 1,200 square feet for storage/warehouse and a ratio of one space per 1,000 square feet for the Heavy Industrial use of total floor area. The subject site has a unique condition in that the Rezoning and Tentative Map approval in 2005 created a substandard quantity of parking on Parcel Two, allowing them to use 10 parking spaces on Parcel Three through a Parking Agreement. A 1978 grant deed included an eightfoot offer of dedication along Lafayette Street, in order to improve frontage in the future. The proposed rezoning triggers a requirement to add a five-foot sidewalk and a four-foot landscape strip along the project frontage, matching the completed frontage improvements of the adjacent property making it infeasible to accommodate the ingress/egress and dimensional standards. Therefore, the existing accessible parking space would need to be relocated to Parcel Three. The rezoning also triggers the requirement for onsite trash collection. With these requirements, the existing 10 parking spaces on Parcel Three available for use by Parcel Two would be reduced to seven parking spaces.
The applicant has signed a new agreement with the property owner on 700 Mathew Street for access for trash collection and seven parking spaces.
The proposed site plan which relocates all the parking spaces to the back of the building and allows for landscaping in the front setback is recommended by staff; however the Planning Commission was concerned about the number of parking spaces on the site, specifically the location of the accessible Americans with Disabilities (ADA)space, and inquired about whether additional parking could be provided. At the end of the discussion, the Planning Commission recommended approval of the rezoning and took action on the Variance request for reduced parking with the condition that the applicant explore the option of adding an accessible stall and an additional parking space to the front, and explore alternative means of parking, such as transit passes, shared parking agreements, or mechanical lifts, to the satisfaction of the Director of Community Development. The Planning Commission recognized that rearranging the parking would necessitate the project not providing the City of Santa Clara Page 2 of 4 Printed on 11/8/2024
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24-921 Agenda Date: 11/12/2024
required landscaping in the front setback, as the circulation for the parking space and existing curb cut would need to be retained, and approved the Variance for all of these development standards.
Since the Planning Commission meeting, the applicant has worked with staff to move the accessible stall from Parcel Three to the front of the building, and this will make room for one additional parking space on Parcel Three, bringing the total parking spaces to nine spaces. Note that the City’s new Zoning Code section 18.144.040 C requires that any companion permit, such as a variance which would typically be decided on by the Planning Commission, be instead decided on by the City Council, when that permit is companion to a legislative action such as a rezoning. As such the City Council shall decide on the Variance request and make the necessary findings to support the City’s Council decision. Attachment #3 is a resolution that supports the Planning Commission’s recommendation on the Variance with findings to support the nonconformance to parking and landscape standards in the Zoning Code.
As noted above, the staff recommendation differs slightly from the Planning Commission recommendation. The staff recommendation is to locate all of the parking spaces, including the accessible ADA space, behind the building in order for the frontage of the building along Lafayette Street to be improved with a sidewalk, 15 foot to 17 foot wide landscape strip in the front setback, and bicycle parking area. Attachment #4 is a resolution that supports the staff recommendation on the Variance with findings to support the nonconformance to the parking standards in the Zoning Code. Note that that the staff recommendation includes the adherence to front setback landscape standards in the Zoning Code.
ENVIRONMENTAL REVIEW
The proposed project is categorically exempt from the California Environmental Quality Act (“CEQA”) per CEQA Guidelines section 15301 (Class 1 - “Existing Facilities”), which applies to minor alterations of existing public or private structures involving negligible or no expansion of the existing or former use. Here, the proposal involves interior remodeling and minor exterior modifications to the site without expanding the existing buildings.
FISCAL IMPACT
There is no fiscal impact to the City for processing the requested application other than administrative time and expense typically covered by processing fees paid by the applicant.
COORDINATION
This report has been coordinated with the City Attorney’s Office.
PUBLIC CONTACT
On October 30, 2024, a notice of public hearing was published in The Weekly, a newspaper of general circulation, and on October 31, 2024, a notice of public hearing on this item mailed to property owners within 500 feet of the project site.
Public contact was made by posting the Council agenda on the City’s official-notice bulletin board outside City Hall Council Chambers. A complete agenda packet is available on the City’s website and in the City Clerk’s Office at least 72 hours prior to a Regular Meeting and 24 hours prior to a Special Meeting. A hard copy of any agenda report may be requested by contacting the City Clerk’s Office at (408) 615-2220, email [email protected] or at the public information desk at any City of Santa Clara public library.
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24-921 Agenda Date: 11/12/2024
At the time of this staff report, the Planning staff has not received public comments in support or opposition to the proposed project.
ALTERNATIVES
1. Adopt a resolution approving the Rezone from Planned Development (PD) to Heavy Industrial (HI) for the property located at 2201 Lafayette Street, subject to conditions of approval.
2. Deny the Rezone from Planned Development (PD) to Heavy Industrial (HI) for the property located at 2201 Lafayette Street, subject to conditions of approval.
3. Adopt a resolution approving the Variance for a reduction in parking spaces and nonconformance to landscape requirements, including the required findings (Planning Commission recommendation).
4. Adopt a resolution approving the Variance for a reduction in parking spaces, including the required findings.
RECOMMENDATION
Alternatives 1 & 4
1. Determine that the Project is categorically exempt under Section 15301 (Class 1 Existing Facilities) of the CEQA Guidelines;
2. Adopt a resolution approving the Rezone from Planned Development (PD) to Heavy Industrial (HI) for the property located at 2201 Lafayette Street, subject to conditions of approval; and
3. Adopt a resolution approving the Variance for a reduction in parking spaces, including the required findings.
Reviewed by: Reena Brilliot, Acting Community Development Director Approved by: Jovan D. Grogan, City Manager
ATTACHMENTS
1. Planning Commission Staff Report of September 11, 2024
2. Resolution approving the Rezone
3. Resolution approving the Variance for a reduction in parking spaces and nonconformance to landscape requirements, including the required findings (Planning Commission recommendation).
4. Resolution approving the Variance for a reduction in parking spaces, including the required findings (staff recommendation)
5. Applicant Statement of Justification and Operational Plan
6. Conditions of Approval
7. 2005 Approved Site Plan
8. Development Plans
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City of Santa Clara
Agenda Report
1500 Warburton Avenue
Santa Clara, CA 95050
santaclaraca.gov
@SantaClaraCity
24-730 Agenda Date: 9/11/2024
REPORT TO PLANNING COMMISSION
SUBJECT
Public Hearing. Action on a Rezone (PLN23-00208) from PD - Planned Development to HI - Heavy Industrial and Variance for Parking for the Property Located at 2201 Lafayette Street
REPORT IN BRIEF
File Number: PLN23-00208
Applicant: John Ha, Innovative Design Architecture
Owner: Cindy Cheng, Vista Grande Investment, LLC
General Plan: Heavy Industrial
Zoning: Planned Development (PD)
APN: 224-03-087
Site Area: 64,898 square feet
Existing Site Conditions: The property is developed with an industrial building that is currently vacant and surface parking.
Surrounding Land Uses:
North: Heavy Industrial Uses
South: Digital Realty Data Center
East: Heavy Industrial Uses
West: Light Industrial Uses
Issues: Consistency with the City’s General Plan and conformance with the City’s Zoning Ordinance Staff Recommendation: Determine that the project is consistent with a Class 1 Categorical Exemption per Section 15301, Existing Facilities of the CEQA Guidelines: adopt a resolution approving a Variance for parking, subject to findings and conditions of approval; and adopt a resolution recommending the City Council approve the Rezone from Planned Development (PD) to Heavy Industrial (HI) for the property located at 2201 Lafayette Street, subject to findings and conditions of approval.
BACKGROUND
On August 22, 2023, John Ha with Innovative Design Architecture (“Applicant”), on behalf of Cindy Cheng with Vista Grande Investment, LLC (“Owner”) filed an application to change the use of the subject site located at 2201 Lafayette Street. The proposal includes minor interior changes and site improvements to use the existing building on the site for a heavy industrial use of product engineering development and manufacturing for the business operating as Applied Innovation Group, Inc.
The project site consists of one building, approximately 24,000 square feet, which was previously City of Santa Clara Page 1 of 5 Printed on 9/5/2024
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24-730 Agenda Date: 9/11/2024
occupied by Union Stone, a construction materials retail showroom/warehouse. The adjoining property to the east at 700 Mathew Street consists of two buildings that were previously occupied by a business, “Off the Wall Soccer”, and a warehouse use. In 2005, the City Council approved a request (File No. PLN2005-05047) to rezone the parcel (APN: 224-04-082) from Heavy Industrial (HI) to Planned Development (PD) to allow for the sale of the building located at 2201 Lafayette Street.
Along with the Rezoning, the City Council also approved a Tentative Parcel Map (File No. PLN2005- 04910) to subdivide the property into two parcels with one common area parcel. This created three parcels- Parcel One (700 Mathew Street, APN: 224-03-086), Parcel Two (2201 Lafayette Street, APN: 224-03-087), and Parcel Three (Parking lot along Mathew Street, APN: 224-03-000). The rezoning was approved with specific conditions of approval restricting the redevelopment of Parcel Two unless it was combined with one or both parcels fronting Lafayette Street on either side of Parcel Two, and restricting the use of Parcel Two to construction materials retail showroom/warehouse only.
A Parking Agreement was also executed between Parcel One and Parcel Two, where ten parking spaces on Parcel Three would be available for use by Parcel Two.
On July 18, 2023, the City Council approved a request (PLN23-00054) to rezone the property at 700 Mathew Street (Parcels One and Three) from PD to Heavy Industrial for the use of existing buildings on site for metal fabrication/spinning for the business operating as Quality Metal Spinning. The Planning Commission had also approved a variance on June 14, 2023, for 26 parking spaces where 32 parking spaces were required, which became effective upon approval of the rezoning. The variance also approved a reduction in the required front setback and landscaping for Parcel One as the existing building is built to the property line, and a reduction in the required landscaping for Parcel Three to accommodate the new sidewalk.
The current application includes only Parcel Two (former construction materials retail showroom/warehouse). Given the specific uses allowed in the existing PD zoning, the proposal to use this site for heavy industrial use (Applied Innovation Group, Inc) would require a Rezone from Planned Development (PD) to Heavy Industrial (HI). The building has been vacant since April 2013.
The proposal would include providing seven parking spaces on Parcel Three to be available for use by Parcel Two per the existing Parking Agreement. This project also includes a Variance from the minimum required parking as discussed further below.
DISCUSSION
The proposal includes physical improvements that would accommodate a change of use for the building. The proposal includes minor interior remodeling, restriping the parking to include an accessible space and loading zone, adding a sidewalk and a landscape strip with a new 24-inch box tree, adding bike racks and other site improvements.
The footprint of the existing building sits on the lot lines on the north, south, and east, and would not change. In 1978, a grant deed was executed that dedicated approximately eight feet of the front of the property to accommodate future street improvements. The proposed rezoning triggers a requirement to add a five-foot sidewalk and a four-foot landscape strip along the project frontage, matching the completed frontage improvements of the adjacent property. As a result, the existing parking fronting Lafayette Street on Parcel Two became infeasible to accommodate the ingress/egress and dimensional standards and the existing accessible parking space would need to be relocated to Parcel Three. With these requirements, the existing 10 parking spaces on Parcel Three available for use by Parcel Two would be reduced to seven parking spaces. Overall, the proposal will be short of the required 18 parking spaces by 11 spaces and would require a variance City of Santa Clara Page 2 of 5 Printed on 9/5/2024
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24-730 Agenda Date: 9/11/2024
to the zoning code’s parking requirement. The applicant has signed a new agreement with the property owner on 700 Mathew Street for access for trash collection and seven parking spaces.
In December 2023, the City Council adopted an updated Zoning Code and certain sections including parking requirements that became effective on February 8, 2024. However, the Zoning districts other than single-family did not become effective until the effective date of the updated Zoning map, August 15, 2024. Under the updated Zoning Code, pipeline applications are processed under the requirements in effect on the date the application is determined to be complete by the Project Clearance Committee (PCC). Here, the PCC found the application to be complete on July 30, 2024.
Therefore, although the property is proposed to be rezoned to the new Zoning designation of Heavy Industrial (HI), the zoning regulations of the old Heavy Industrial (MH) district of the Classic Code will apply to this application, while the parking requirements from the current Zoning Code (2024) would apply.
General Plan Conformance
The subject site’s land use designation is Heavy Industrial, which allows primarily manufacturing, refining, warehouse and distribution, and similar activities. Therefore, the proposed Rezoning from Planned Development (PD) to Heavy Industrial (HI) is consistent with the General Plan. Further, the proposed project is consistent with the following General Plan Policies:
General Land Use Policies
· 5.3.1-P8: Work with property owners to improve or redevelop underutilized and vacant properties.
· 5.3.1-P9: Require that new development provide adequate public services and facilities, infrastructure, and amenities to serve the new employment or residential growth.
The project would revamp the vacant and underutilized property by locating a new Engineering development and manufacturing business. The project site is in an urban environment surrounded by primarily industrial uses and is served by existing public services, facilities, infrastructure, and amenities. The proposal will make necessary infrastructure upgrades, such as a new sidewalk and landscape strip to serve the new use.
Office and Industrial Land Use Policies
· 5.3.5
‐
P1 Work with existing Santa Clara businesses to retain and expand employment opportunities and strengthen the existing tax base.
· 5.3.5
‐
P11 Construct sidewalks in industrial areas, with priority along streets served by existing or planned transit services.
· 5.3.5
‐
P16 Protect the industrial land use designations from incompatible uses in order to maintain the City’s strong fiscal health and quality services that are supported by new businesses and technologies and retention of well
‐
established existing businesses.
The proposed business would have up to 15 employees, providing employment opportunities in Santa Clara. The project has a condition of approval to construct a five-foot sidewalk and a four-foot planter strip along the project frontage on Lafayette Street. The proposed heavy industrial use will be consistent with the industrial land use designation for the parcel.
Zoning Conformance
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24-730 Agenda Date: 9/11/2024
The project site is zoned PD with specific conditions of approval restricting the use of Parcel Two to construction materials retail showroom/warehouse only. The proposed rezone to HI from PD would allow for heavy industrial use, which was the original use at this site and the site's General Plan land use designation. The project site meets all the regulations of the Heavy Industrial Zoning District in the Classic Code, except parking. The MH Zoning district required a front setback of 15 feet and a minimum of 10 feet of the required front yard to be maintained as an open landscape area. The existing building is constructed with a varying front setback between 17 feet and 15 feet and provides the required landscaping, meeting the zoning regulations.
The project site will have a pedestrian and bike connection via Lafayette Street, and the vehicular access will be from the parcel at 700 Mathew Street. Per Section 18.38 Table 3-3 of the Zoning Code (2024), the proposed use will require 18 parking spaces at a ratio of one space per 1,200 square feet for storage/warehouse and a ratio of one space per:1,000 square feet for the Heavy Industrial use of total floor area. The project provides seven parking spaces, including one accessible parking on Parcel Three, and would therefore require a Variance from the minimum parking requirement.
Variance Request
To grant a Variance, the Planning Commission must make the findings listed in the Zoning Code (2024) Section 18.124.050. The Zoning Code limits granting of Variances to situations where the peculiar physical characteristics of a site would make it difficult to develop consistent with standard regulations. A Variance may be granted to enable the development of a disadvantaged property at the equivalent level of use enjoyed by nearby properties in the same zone. The subject site has an unusual condition in that the Rezoning and Tentative Map approval in 2005 created a substandard condition for parking on Parcel Two. Additionally, the existing buildings were constructed in the 1970’s with reduced parking and the 1978 grant deed included an eight-foot dedication along Lafayette Street, which rendered the parking in the front setback area unacceptable. The proposed use would repurpose the existing industrial site that has been vacant since April 2013. The project would help extend the complete streets configuration along the project frontage and eliminate the substandard front landscaping conditions to be in conformance with the Zoning Code requirements. The variance is necessary for the preservation and enjoyment of the substantial property rights of the owner.
Should the Planning Commission approve the Variance, it would only become effective if the City Council approves the proposed rezoning. If the City Council declines to approve the rezoning, the Variance resolution will be null and void. If the City Council approves the rezoning, then the Variance resolution shall become effective on the effective date of the rezoning.
Conclusion
The project site has a General Plan land use designation of Heavy Industrial and is in a heavy industrial neighborhood originally zoned MH and developed with industrial buildings and uses.
Therefore, the proposed project to rezone the property to HI meets the purpose and intent of the Zoning Code and is in conformance with the General Plan.
ENVIRONMENTAL REVIEW
The proposed project is categorically exempt from the California Environmental Quality Act (“CEQA”) per CEQA Guidelines section 15301 (Class 1 - “Existing Facilities”), which applies to minor alterations of existing public or private structures involving negligible or no expansion of the existing or former use. Here, the proposal involves interior remodeling and minor exterior modifications to the site without expanding the existing buildings.
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24-730 Agenda Date: 9/11/2024
FISCAL IMPACT
There is no fiscal impact to the City for processing the requested application other than administrative time and expenses typically covered by processing fees paid by the applicant.
COORDINATION
This report has been coordinated with the City Attorney’s Office.
PUBLIC CONTACT
On August 28, 2024, a notice of public hearing was published in The Weekly, a newspaper of general circulation, and on August 29, 2024, a notice of public hearing on this item mailed to property owners within 500 feet of the project site. At the time of this staff report, Planning staff has not received public comments in support or opposition to the proposed project.
RECOMMENDATION
1. Determine the project is consistent with a Class I Categorical Exemption per Section 15301, Existing Facilities of the CEQA Guidelines;
2. Adopt a resolution approving the Variance for parking, including the required findings; and
3. Adopt a resolution recommending City Council approve the Rezone from Planned Development (PD) to Heavy Industrial (HI) for the property located at 2201 Lafayette Street, subject to findings and conditions of approval.
Prepared by: Nimisha Agrawal, Senior Planner
Reviewed by: Alexander Abbe, Assistant City Attorney
Approved by: Lesley Xavier, Planning Manager
ATTACHMENTS
1. Resolution recommending approval for Rezone
2. Resolution approving the Variance
3. Conditions of Approval
4. Vicinity Map
5. Development Plans
6. Applicant Business Description and Operational Plan
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Resolution/ 2201 Lafayette Street - Rezoning Page 1 of 3 Rev. / Typed 12-2-22
RESOLUTION NO. __________
A RESOLUTION OF THE PLANNING COMMISSION OF THE
CITY OF SANTA CLARA, CALIFORNIA, RECOMMENDING
THAT THE CITY COUNCIL APPROVE A REZONING FROM
PLANNED DEVELOPMENT (PD) TO HEAVY INDUSTRIAL (HI)
TO ALLOW THE PROPOSED USE OF HEAVY INDUSTRIAL AT
2201 LAFAYETTE STREET, SANTA CLARA
(File No. PLN23-00208- Rezoning and Variance)
WHEREAS, on August 22, 2023, John Ha with Innovative Design Architecture (“Applicant”), on behalf of Cindy Cheng with Vista Grande Investment, LLC (“Owner”) filed an application (PLN23- 00208) requesting a rezoning for the property located at 2201 Lafayette Street (APN: 224-03-087) (“Project Site”) in the City of Santa Clara;
WHEREAS, the General Plan land use designation for the Project Site is Heavy Industrial; WHEREAS, the Project Site is zoned Planned Development (PD); WHEREAS, the Project Site is developed with an industrial building that was previously occupied with Union Stone, a construction materials retail showroom and warehouse; WHEREAS, the Property Owner applied to rezone the Project Site from Planned Development (PD) to Heavy Industrial (HI) to allow the existing building to be used for a heavy industrial business (“Project”) as shown on the development plans, attached hereto and incorporated herein by reference;
WHEREAS, the Project is Categorically Exempt from formal environmental review per Section 15301, Class 1 “Existing Facilities” of the Guidelines of the California Environmental Quality Act (“CEQA”), which applies to small additions and minor modifications to existing facilities involving negligible or no expansion of the existing or former use. Here, the proposal involves a minor tenant improvement without changing the building footprint and minor site improvements and would represent a negligible expansion of the prior use; Resolution/ 2201 Lafayette Street - Rezoning Page 2 of 3 Rev. / Typed 12-2-22
WHEREAS, on August 29, 2024, the notice of meeting date for this item was mailed to property owners within a 500-foot radius of the Project Site for the Planning Commission hearing on September 11, 2024; and,
WHEREAS, on September 11, 2024, the Planning Commission held a duly noticed public hearing to consider the rezoning application, during which the Planning Commission invited and considered any and all verbal and written testimony and evidence offered in favor of and in opposition to the proposed rezoning.
NOW THEREFORE, BE IT RESOLVED BY THE PLANNING COMMISSION OF THE CITY OF SANTA CLARA AS FOLLOWS:
1. That the Planning Commission hereby finds that the above Recitals are true and correct and by this reference makes them a part hereof.
2. That the Planning Commission hereby recommends that the City Council rezone the Project Site from Planned Development (PD) to Heavy Industrial (HI). //
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Resolution/ 2201 Lafayette Street - Rezoning Page 3 of 3 Rev. / Typed 12-2-22
3. Effective date. This resolution shall become effective immediately.
I HEREBY CERTIFY THE FOREGOING TO BE A TRUE COPY OF A RESOLUTION PASSED
AND ADOPTED BY THE PLANNING COMMISSION OF THE CITY OF SANTA CLARA, CALIFORNIA, AT A REGULAR MEETING THEREOF HELD ON THE 11 th DAY OF SEPTEMBER
2024 BY THE FOLLOWING VOTE:
AYES: COMMISSIONERS:
NOES: COMMISSIONERS:
ABSENT: COMMISSIONERS:
ABSTAINED: COMMISSIONERS:
ATTEST:
REENA BRILLIOT
ACTING DIRECTOR OF COMMUNITY
DEVELOPMENT
CITY OF SANTA CLARA
Attachments Incorporated by Reference:
1. Conditions of Approval
Resolution/ 2201 Lafayette Street - Variance Page 1 of 4 Rev. / Typed 12-2-22
RESOLUTION NO. __________
A RESOLUTION OF THE PLANNING COMMISSION OF THE
CITY OF SANTA CLARA, CALIFORNIA, APPROVING A
VARIANCE FOR PARKING TO ALLOW THE PROPOSED
HEAVY INDUSTRIAL USE AT 2201 LAFAYETTE STREET,
SANTA CLARA
(File No. PLN23-00208- Rezoning and Variance)
WHEREAS, on August 22, 2023, John Ha with Innovative Design Architecture (“Applicant”), on behalf of Cindy Cheng with Vista Grande Investment, LLC (“Owner”) filed an application (PLN23- 00208) requesting a Variance for the property located at 2201 Lafayette Street (APN: 224-03- 087) (“Project Site”) in the City of Santa Clara;
WHEREAS, the General Plan land use designation for the Project Site is Heavy Industrial; WHEREAS, the Project Site is zoned Planned Development (PD); WHEREAS, the Project Site is developed with an industrial building that was previously occupied with Union Stone, a construction materials retail showroom and warehouse; WHEREAS, the Property Owner has submitted an application for a Variance (“Project”) to Chapter 18.38 of the City Code for reduced parking of seven spaces where 18 parking spaces are required to allow the existing buildings to be used for a heavy industrial business; WHEREAS, the Project is Categorically Exempt from formal environmental review per Section 15301, Class 1 “Existing Facilities” of the Guidelines of the California Environmental Quality Act (“CEQA”), which applies to small additions and minor modifications to existing facilities involving negligible or no expansion of the existing or former use. Here the proposal involves a minor tenant improvement without changing the building footprint and minor site improvements and would represent a negligible expansion of the prior use;
WHEREAS, on August 29, 2024, the notice of meeting date for this item was mailed to property owners within a 500-foot radius of the Project Site for the Planning Commission hearing on September 11, 2024; and,
Resolution/ 2201 Lafayette Street - Variance Page 2 of 4 Rev. / Typed 12-2-22
WHEREAS, on September 11, 2024, the Planning Commission held a duly noticed public hearing to consider the Variance application, during which the Planning Commission invited and considered any and all verbal and written testimony and evidence offered in favor of and in opposition to the proposed Variance.
NOW THEREFORE, BE IT FURTHER BY THE PLANNING COMMISSION OF THE CITY OF SANTA CLARA AS FOLLOWS:
1. That the Planning Commission hereby finds that the above Recitals are true and correct and by this reference makes them a part hereof.
2. That the Planning Commission hereby approves the Variance to the Heavy Industrial parking regulations to allow the existing building on the project site to be used for a heavy industrial business; as depicted on the attached Illustration Plan and subject to the attached Conditions of Approval, all of which are incorporated herein by this reference.
3. That pursuant to SCCC Section 18.124.050, the Planning Commission hereby makes the following findings related to the Variance request:
A. That there are special circumstances or conditions applicable to the subject property or existing buildings (e.g., location, shape, size, surroundings, topography, or other physical features) that do not apply generally to other properties in the vicinity under an identical zoning classification, in that the Rezoning and Tentative Map approval in 2005 for the project site created a substandard condition for parking.
B. That strict compliance with Zoning Code requirements would deprive the subject property of privileges enjoyed by other property in the vicinity and under an identical zoning classification, in that the 2005 parcelization and design make it impossible for the Applicant to provide additional parking spaces and reuse the site without demolishing the building. Granting the variance will facilitate the rehabilitation of the existing vacant site that is almost fully built out by existing building and is significantly constrained in the approved use of construction materials retail showroom warehouse through the prior PD approval.
Resolution/ 2201 Lafayette Street - Variance Page 3 of 4 Rev. / Typed 12-2-22
C. That approving the Variance would not constitute a grant of special privilege inconsistent with the limitations on other properties in the same vicinity and zone in which the subject property is situated, in that the project utilizes the existing footprint of the industrial buildings to establish a heavy industrial business consistent with the General Plan land use designation of Heavy Industrial.
D. That the granting of the Variance will not adversely affect the interests of the public or the interests of residents and property owners in the vicinity of the subject property, in that the proposal would allow the adaptive reuse of the existing vacant industrial building, site improvements and better connectivity to the neighborhood. ///
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Resolution/ 2201 Lafayette Street - Variance Page 4 of 4 Rev. / Typed 12-2-22
4. Effective date. This project comprises two entitlements: the variance approved by this resolution, and a separate rezoning to be approved by the City Council. This resolution shall become effective only if the City Council approves that rezoning on or before July 31, 2025. If the City Council declines to approve the rezoning on or before July 31, 2025, this resolution shall be null and void. If the City Council approves the rezoning on or before July 31, 2025, then this resolution shall become effective on the effective date of the rezoning.
I HEREBY CERTIFY THE FOREGOING TO BE A TRUE COPY OF A RESOLUTION PASSED
AND ADOPTED BY THE PLANNING COMMISSION OF THE CITY OF SANTA CLARA, CALIFORNIA, AT A REGULAR MEETING THEREOF HELD ON THE 11 th DAY OF SEPTEMBER
2024, BY THE FOLLOWING VOTE:
AYES: COMMISSIONERS:
NOES: COMMISSIONERS:
ABSENT: COMMISSIONERS:
ABSTAINED: COMMISSIONERS:
ATTEST:
REENA BRILLIOT
ACTING DIRECTOR OF COMMUNITY
DEVELOPMENT
CITY OF SANTA CLARA
Attachments Incorporated by Reference:
1. Conditions of Approval
2. Development Plans
________________________________________________________________________________ Planning Commission Approval date: Hearing September 11, 2024 Page 1 of 15 Conditions of Approval for Rezoning and Variance
PLN23-00208/ 2201 Lafayette Street (APN: 224-03-087)
Project Description: Action on a Rezone from PD – Planned Development to HI – Heavy Industrial and Variance for Parking for the property located at 2201 Lafayette Street
GENERAL
G1. Permit Expiration. This Permit shall automatically be revoked and terminated if not used within two years of original grant or within the period of any authorized extension thereof. The date of granting this Permit is the date this Permit is approved by the Decision-making body and the appeal period has been exhausted. The expiration date is September 11, 2026.
G2. Conformance with Plans. Prior to the issuance of Building Permit, the development of the site and all associate improvements shall conform to the approved plans on file with the Community Development Department, Planning Division. No change to the plans will be made without prior review by the Planning Division through approval of a Minor Amendment or through an Architectural Review, at the discretion of the Director of Community Development or designee. Each change shall be identified and justified in writing.
G3. Conditions on Plans. All conditions of approval for this Permit shall be reprinted and included within the first three sheets of the building permit plan sets submitted for review and approval. At all times these conditions of approval shall be on all grading and construction plans kept on the project site.
G4. Necessary Relocation of Public Facility. If relocation of an existing public facility becomes necessary due to a conflict with the developer's new improvements, then the cost of said relocation shall be borne by the developer.
G5. Indemnify and Hold Harmless. The owner or designee agrees to defend and indemnify and hold City, its officers, agents, employees, officials and representatives free and harmless from and against any and all claims, losses, damages, attorney’s fees, injuries, costs, and liabilities from any suit for damages or for equitable or injunctive relief which is filed by a third party against the City by reason of its approval of owner or designee’s project.
G6. Code Compliance. The construction permit application drawings submitted to the Santa Clara Building Division shall include an overall California Building Code analysis; proposed use and occupancy of all spaces (CBC Ch. 3), all building heights and areas (CBC Ch. 5), all proposed types of construction (CBC Ch. 6), all proposed fire and smoke protection features, including all types of all fire rated penetrations proposed (CBC Ch. 7), all proposed interior finishes fire resistance (CBC Ch. 8), all fire protection systems proposed (CBC Ch. 9), and all means of egress proposed (CBC Ch. 10). Noncombustable exterior wall, floor, and roof finishes are strongly encouraged. a. During construction retaining a single company to install all fire related penetrations is highly recommended.
b. The grade level lobbies shall be minimum 1-hour rated all sides and above. c. All stair shafts shall be minimum 1-hour rated.
d. All elevator shafts shall be minimum 1-hour rated.
e. All trash chute shafts shall be minimum 1-hour rated. f. Recommendation: provide minimum two trash chutes; one for recyclables, one for trash, each trash chute to be routed down to a grade level trash collection room. g. Any trash rooms shall be minimum 1-hour rated all sides and above.
G7. Building Codes as Amended. See Title 15 of the Santa Clara City Code for any amendments to the California Building Codes.
G8. Reach Codes. This project is subject to the provisions of the City of Santa Clara 2022 Reach Code, effective January 2022. See Ordinance No. 2034 and/or Title 15 of the Santa Clara City Code. ________________________________________________________________________________ Planning Commission Approval date: Hearing September 11, 2024 Page 2 of 15 a. Chapter 15.36 – Energy Code for “all electric” provisions for new construction. b. Chapter 15.38 – Green Building Code for additional Electric Vehicle Charging requirements for new construction.
G9. Comply with all applicable codes, regulations, ordinances and resolutions.
COMMUNITY DEVELOPMENT – PLANNING DIVISION
DESIGN / PERFORMANCE– PRIOR TO BUILDING PERMIT ISSUANCE P1. Roof Mounted Mechanical Equipment. All roof mounted mechanical equipment shall be placed within a screened roof top enclosure depicted on the elevation drawings or located below the parapet level and shall not be visible from the ground at any distance from the building. Cross section roof drawings shall be provided at the building permit stage indicating the relative height of the screen wall or parapet.
Minimum screen height or parapet depth shall be five feet or greater to match the height of any proposed equipment.
P2. Tree Replacement (on-site). Trees permitted by the City for removal shall be replaced on-site at a ratio of _1:2_____. (SCC 12.35.090)
P3. Construction Management Plan. The owner or designee shall submit a construction management plan addressing impacts to the public during construction activities including: showing work hours, noticing of affected businesses, construction signage, noise control, storm water pollution prevention, job trailer location, contractor parking, parking enforcement, truck hauling routes, staging, concrete pours, crane lifts, scaffolding, materials storage, pedestrian safety, and traffic control. The plan shall be submitted to the Director of Community Development or designee for approval prior to issuance of demolition and building permits.
DURING CONSTRUCTION -- PRIOR TO OCCUPANCY
P4. Construction Hours. Construction activity shall be limited to the hours of 7:00 a.m. to 6:00 p.m. weekdays and 9:00 a.m. to 6:00 p.m. Saturdays for projects within 300 feet of a residential use and shall not be allowed on recognized State and Federal holidays.
P5. Construction Trash/Debris. During construction activities, the owner or designee is responsible for collection and pick-up of all trash and debris on-site and adjacent public right-of-way.
P6. Construction Parking. Off street parking is required to be available from the time of issuance of building permits until the issuance of certificate of occupancy. ENTER NUMBER HERE parking spaces shall be made available. Off-street construction parking lots are required to be maintained mud-free and dustless.
If the off-street construction parking lot is located on an unpaved surface, daily street sweeping of surrounding streets is required. (SCC 18.38.030)
P7. Landscape Water Conservation. The owner or designee shall ensure that landscaping installation meets City water conservation criteria in a manner acceptable to the Director of Community Development.
OPERATIONAL CONDITIONS
P8. Landscaping Installation & Maintenance. The owner or designee shall ensure that the landscaping installed and accepted with this project shall be maintained on the site as per the approved plans. Any alteration or modification to the landscaping shall not be permitted unless otherwise approved by the Director of Community Development.
________________________________________________________________________________ Planning Commission Approval date: Hearing September 11, 2024 Page 3 of 15
COMMUNITY DEVELOPMENT - BUILDING DIVISION
DESIGN / PERFORMANCE– PRIOR TO BUILDING PERMIT ISSUANCE BD1. Addressing. Prior to overall construction permit application, submit to the Santa Clara Building Division, 2 copies of an addressing diagram request, to be prepared by a licensed architect or engineer. The addressing diagram(s) shall include all proposed streets and all building floor plans. The addressing diagram(s) shall conform to Santa Clara City Manager Directive #5; Street Name and Building Number Changes, and Santa Clara Building Division Address Policy for Residential and Commercial Developments. The addressing diagram(s) shall indicate all unit numbers to be based off established streets, not alleys nor access-ways to garages. Allow a minimum of 10 working days for initial staff review.
Please note city staff policy that existing site addresses typically are retired. Provide digital pdf printed from design software, not scanned from printed paper sheet. a. Any building or structure that is demolished shall have its address retired and a new address/s shall be issued for the project.
BD2. Flood Zone. The construction permit application drawings submitted to the Santa Clara Building Division shall include a copy of the latest Federal Emergency Management Agency (FEMA) Flood Zone Map:
https://msc.fema.gov/portal/home. The project drawings shall indicate how the project complies with the Santa Clara Flood Damage Prevention Code.
a. FEMA Flood Zone map designations and requirements are based on the map in effect at date of Building Permit issuance.
BD3. Water Pollution Control. The construction permit application drawings submitted to the Santa Clara Building Division shall include Santa Clara Valley Urban Runoff Pollution Prevention Program Low Impact Development (LID) practices http://www.scvurppp-w2k.com/nd_wp.shtml. All projects that disturb more than one acre, or projects that are part of a larger development that in total disturbs more than one acre, shall comply with the Santa Clara Valley Urban Runoff Pollution Prevention Program Best Management Practices (BMP): http://www.scvurppp-w2k.com/construction_bmp.shtml, and shall provide a Storm Water Pollution Prevention Plan (SWPPP) by a certified Qualified SWPPP Developer (QSD). All site drainage and grading permit applications submitted to the Santa Clara Building Division shall include a city of Santa Clara "C3" data form, available on this web page:
• https://www.santaclaraca.gov/our-city/departments-g-z/public-works/environmentalprograms/stormwater-pollution-prevention and will be routed to a contract consultant for review.
BD4. Submittal Requirements. The overall project construction permit application shall include the geotechnical, architectural, structural, energy, electrical, mechanical, and plumbing drawings and calculations. Prior to the issuance of the overall project construction permit, a conditions of approval review meeting must be held in city hall, which meeting must be attended by the on-site field superintendent(s). The meeting will not be held without the attendance of the on-site field superintendent(s). The on-site grading permit shall be a separate permit application to the Building Division.
DURING CONSTRUCTION – PRIOR TO OCCUPANCY
BD5. Temporary Certificates of Occupancy. Temporary Certificates of Occupancy (TCO) will not be routinely issued and will be considered on a very limited basis only when there is a clear and compelling reason for city staff to consider a TCO. A TCO will be approved only after all applicable City staff have approved in writing; Planning, P.W./ Engineering, Fire Prev., Santa Clara Water, Silicon Valley Power, and any other applicable agencies such as the Santa Clara County Health Dept., with the Building Division being the final approval of all TCO.'s.
________________________________________________________________________________ Planning Commission Approval date: Hearing September 11, 2024 Page 4 of 15
FIRE DEPARTMENT
DESIGN / PERFORMANCE—PRIOR TO BUILDING PERMIT ISSUANCE
F1. Hazmat Clearance. Prior to any Building Permit issuance, Hazardous Materials Closure (HMCP) is required as applicable: This is a permit is issued by the Santa Clara Fire Department, Fire Prevention & Hazardous Materials Division. Hazardous materials closure plans are required for businesses that used, handled or stored hazardous materials. While required prior to closing a business this is not always done by the business owner, and therefore should be part of the developer’s due diligence. The hazardous materials closure plans demonstrate that hazardous materials which were stored, dispensed, handled or used in the facility/business are safely transported, disposed of or reused in a manner that eliminates any threat to public health and environment.
F1. Hazmat Clearance. Prior to any Building Permit Issuance, a Phase II environmental assessment is required to be submitted to CRRD for review. If hazards are present that require site mitigation, cleanup, or management of chemical contaminants in soil, soil vapor, or groundwater a separate permit from one of the regulatory agencies below will be required. The type and extent of contamination on site(s) will govern which of the regulatory agencies noted below can supervise the cleanup: Department of Toxic Substances Control (DTSC); State Water Resources Control Board; or Santa Clara County, Department of Environmental Health.
If the project intends to contract with a State or County Agency for onsite/offsite environmental remediation activities the following documentation shall be provided to the Fire Prevention & Hazardous Materials Division prior to issuance of a Building Permit for demolition or grading: Oversight agency case number; and Oversight mangers contact name, phone number.
For smaller projects that are not moving soil at all, a Phase I environmental assessment may be adequate. Please contact Assistant Fire Marshal Fred Chun at [email protected] for more information.
Prior to any Building Department Issuance, all fire department apparatus access roadways on private property are required to “be recorded” with the County of Santa Clara as Emergency Vehicle Access Easements (EVAE’s) and reviewed by the Fire Department. No other instruments will be considered as substitutions such as P.U.E, Ingress/Egress easements and/or City Right-of-Ways.
F2. Emergency Responder Radio Coverage System. Prior to Building Permit Issuance, provisions shall be made for Emergency Responder Radio Coverage System (ERRCS) equipment, including but not limited to pathway survivability in accordance with Santa Clara Emergency Responder Radio Coverage System Standard.
F3. Fire Department Access. Prior to issuance of the Building Permit, a gate permit is required to obtained.
Openings for access gates located across fire apparatus access roads shall be a minimum of 20 feet of clear width. Gates shall also be provided with a minimum unobstructed vertical clearance of 16-feet. All gates installed on designated fire department access roads must be electrically automatic powered gates.
Gates shall be provided with an emergency power or be of a fail-safe design, allowing the gate to be pushed open without the use of special knowledge or equipment. A Tomar Strobe Switch or 3M Opticom detector shall be installed to control the automatic gate(s) to allow emergency vehicles (e.g., fire, police, ems). Said device shall be mounted at a minimum height of eight to ten feet (8’ - 10’) above grade. ________________________________________________________________________________ Planning Commission Approval date: Hearing September 11, 2024 Page 5 of 15 F4. Alternative Means and Methods. Prior to any Building Permit issuance, an alternate means or methods permits to mitigate any code deficiency must be submitted and approved. Please submit this permit concurrently with the building plans. Please note specific mitigations may have been discussed during the planning process. None of these discussions are binding and can only be formally approved through submitting an AMMR permit. The AMMR permit is formally documenting that and still needs to be submitted. This project is landlocked on two sides of the building and cannot meet standard fire department access requirements. No AMMR has been agreed upon or been guaranteed to be accepted for the lack of access around the site. This project is unique due to access never being complete from a previous planning project from 2005 which required better access around this group of buildings, which were originally on one parcel before being split into multiple parcels.
F5. Hazmat Information. Prior to Building Permit Issuance, a Hazardous Materials Inventory Statement including refrigerants is required to be submitted and reviewed with the Building Permit if applicable.
DURING CONSTRUCTION – PRIOR TO OCCUPANCY
F6. Shared Fire Protection Features that Cross Property Lines. Prior to Building Permit Final, any EVAEs that cross property lines or is not located on the parcel of the building it serves shall have a CC&R legally recorded detailing who is responsible for maintenance and repair of the EVAE. Prior to Building Permit final, any fire protection equipment (including but not limited to fire service undergrounds, sprinkler piping, fire alarm equipment, fire pumps, ERRCS) that cross property lines or is shared with other buildings will be separated. For this project, a new FDC, PIV, and backflow preventer will be provided on the address side of the building (the existing FDC, backflow, and fire service underground comes from Mathews).
F7. Any road designated as a fire department access road will be recorded as an emergency vehicle access easement.
F8. Fire Protection Systems Before Occupancy. Prior to any Certificate of Occupancy Issuance (temporary or permanent), fire-life safety systems installations must be fully installed, functional, and approved.
PUBLIC WORKS DEPARTMENT - ENGINEERING
ENGINEERING
DESIGN—PRIOR TO BUILDING PERMIT ISSUANCE
E1. Site Clearance. Obtain site clearance through Public Works Department prior to issuance of Building Permit. Site clearance will require payment of applicable development fees. Other requirements may be identified for compliance during the site clearance process. Contact Public Works Department at (408) 615-3000 for further information.
E2. Easement. Obtain Council approval of a resolution ordering vacation of existing public easement(s) proposed to be abandoned, if any, through Public Works Department, and pay all appropriate fees, prior to start of construction.
E3. Subdivision Map. After City Council approval of the Tentative Map, submit the Subdivision Map, prepared by a Licensed Land Surveyor or a Registered Civil Engineer with Land Surveyor privileges to the Engineering Department. The submittal shall include a title report, closure calculations, and all appropriate fees.
________________________________________________________________________________ Planning Commission Approval date: Hearing September 11, 2024 Page 6 of 15
DURING CONSTRUCTION
E4. Encroachment Permit. All work within the public right-of-way and/or public easement, which is to be performed by the Developer/Owner, the general contractor, and all subcontractors shall be submitted within a Single Encroachment Permit to be reviewed and issued by the City Public Works Department.
Issuance of the Encroachment Permit and payment of all appropriate fees shall be completed prior to commencement of work, and all work under the permit shall be completed prior to issuance of occupancy permit.
E5. Encroachment Permit. Submit public improvement/encroachment permit plans prepared in accordance with City Public Works Department procedures which provide for the installation of public improvements directly to the Public Works Department. Plans shall be prepared by a Registered Civil Engineer and approved by the City Engineer prior to approval and recordation of final map and/or issuance of building permits.
E6. Encroachment Permit. Existing non-standard or non-ADA compliant frontage improvements shall be replaced with current City standard frontage improvements as directed by the City Engineer or his designee.
E7. Encroachment Permit. Damaged curb, gutter, and sidewalk within the public right-of-way along property’s frontage shall be repaired or replaced (to the nearest score mark) in a manner acceptable to the City Engineer or his designee. The extents of said repair or replacement within the property frontage shall be at the discretion of the City Engineer or his designee.
E8. Encroachment Permit. Existing streetlights shall be clear of proposed sidewalk, developer shall relocate as necessary.
E9. Encroachment Permit. Construct complete street frontage, with 4’ landscape strip and 5’ sidewalk, matching southern property, with transition to connect to existing frontage of northern property.
E10. Encroachment Permit. Reconstruct portion of southern property frontage to match new proposed frontage.
TRAFFIC
DURING CONSTRUCTION
TR1. Encroachment Permit. Traffic improvements must comply with the City of Santa Clara Standard Specifications for Public Works Construction
TR2. Encroachment Permit. Landscape improvements within 10 feet of a driveway must be less than 3 feet or greater than 10 feet per City Standard Detail TR-9.
TR3. Encroachment Permit. All on-site structures must be clear of Driveway and Corner Visibility Clearance Areas per City Standard Detail TR-9. The plan set shows parking spaces within the driveway and corner visibility clearance areas. Those should be removed.
TR4. Building Permit. Non-residential bicycle parking shall be 2 Class I spaces and 4 Class II spaces per 2019 California Building Code 5.106.4
TR5. Building Permit. Class I and Class II bicycle parking, as defined in SCMC 18.74.075, shall be conveniently accessible from the street, within 200 feet of a building entrance and/or highly visible areas.
STREETS DIVISION
Right of Way Landscape
L.1 Applicant to plant a 24 inch-box tree in landscape strip with root barrier– keep 6 feet away from any utilities. Tree to be maintained by property owner. Tree to be hand watered – 10 gallons per week at drip line (deep watering) until tree is established. Approved trees: Scarlett Oak, Red Maple, or Crape Myrtle.
________________________________________________________________________________ Planning Commission Approval date: Hearing September 11, 2024 Page 7 of 15 Solid Waste
DESIGN/PERFORMANCE PRIOR TO ISSUANCE OF BUILDING PERMIT SW1. Construction Waste Diversion. For projects that involve construction, demolition or renovation of 5,000 square feet or more, the applicant shall comply with City Code Section 8.25.285 and recycle or divert at least sixty five percent (65%) of materials generated for discard by the project during demolition and construction activities. No building, demolition, or site development permit shall be issued unless and until applicant has submitted a construction and demolition debris materials check-off list. Applicant shall create a Waste Management Plan and submit, for approval, a Construction and Demolition Debris Recycling Report through the City’s online tracking tool at http://santaclara.wastetracking.com/.
SW2. Authorized Service Haulers. This project is subject to the City’s Accumulation, Transportation and Disposal of Solid Waste Ordinance (Chapter 8.25 of the Municipal Codes), which requires the handling and disposal of waste by authorized service haulers. Insert the General Notes for the Construction & Demolition (C&D) Waste Management into construction plans in accordance with the City’s municipal codes prior to the issuance of a Building or Grading permit. Provide the Green Halo waste online tracking number to Building staff prior to the issuance of a demolition or building permit.
SW3. Exclusive Franchise Hauling Area. Project applicant shall contact the Public Works Department, Street Maintenance Division at (408) 615-3080 to verify if the property falls within the City’s exclusive franchise hauling area. If so, the applicant is required to use the City’s exclusive franchise hauler and rate structure for any hired debris boxes. Prior to the issuance of a Public Works clearance, the project applicant shall complete and sign the Construction and Demolition (C&D) / Waste Management Rules and Regulations Form.
DURING CONSTRUCTION OR OPERATION
SW4. Waste Generation Tracking. Applicant to track all waste generated and upload debris tags to GreenHalo for City staff review.
SW5. Zoning determines Solid Waste providers and rate structure. As planned development, the parcel is included in our Exclusive Franchise Hauling area (Serviced by Mission Trail exclusively, rates set by the City and services billed by the City). If parcel rezoned to Heavy Industrial, it would be considered part of our Non-Exclusive Franchise (NEF) area which is a semi-open market. Parcels in these areas can choose from a list of authorized NEF Haulers – see www.santaclaraca.gov/cd for list of current authorized NEF Haulers. Rate structure can vary, and the hauler bills the customer directly. Mission Trail Waste Systems is also on our NEF list, but pricing can differ between exclusive and non-exclusive zones.
PRIOR TO FINAL OF BUILDING PERMIT
SW6. Weight Tickets. Prior to obtaining a Temporary or Final Certificate of Occupancy, individual weight tickets for all materials generated for discard or reuse by the project during demolition and construction activities shall be uploaded to Green Halo and submitted for review and approval by Environmental Services. At a minimum two (2) weeks review time is required.
SILICON VALLEY POWER
GENERAL
SVP1. Applicant Design Process: available to Applicants to expedite distribution electric substructure design.
SVP2. SVP Rules and Regulations: Applicant shall comply with all applicable SVP rules, regulations, standards, guidelines, and requirements, as may be amended from time to time.
SVP3. SVP Equipment Clearances:
a. Access Doors: Ten (10) foot minimum clearance in front of equipment access doors. b. Pad Sides: Five (5) foot minimum clearance from pad on sides without access doors. ________________________________________________________________________________ Planning Commission Approval date: Hearing September 11, 2024 Page 8 of 15 c. Truck Access: Eighteen (18) foot minimum width on one side of the equipment pad for truck access.
d. Barrier pipes: (on sides accessible to vehicles)
i. Thirty (30) inches from equipment sides.
ii. Forty-Eight (48) inches in front of access doors. (use removable bollards) SVP4. SVP Conduit Clearances:
a. Longitudinal: Five (5) foot minimum between new conduits/piping and existing/proposed SVP conduits.
b. Vertical: Twelve (12) inch minimum between new conduit/pipes perpendicular to existing SVP conduits.
c. Poles/Posts: Three (3) foot six (6) inches clearance required from poles (electrolier, guy stub, service clearance, self-supporting steel, and light poles), except for riser conduits. This is reduced to a three (3) foot minimum for posts (signposts, barrier pipes, bollards, fence posts, and other similar posts).
d. Structures: Five (5) foot minimum is required from walls, footings, retaining walls, landscape planter, or similar permanent structures.
e. Subsurface Facilities: Five (5) foot minimum from new splice boxes, pull boxes, manholes, vaults, or similar subsurface facilities.
f. Fire Hydrant: Five (5) foot minimum from fire hydrant thrust block. (Extends 5 feet on either side of the hydrant in line with the radial water pipe connected to the hydrant).
SVP5. SVP Vault/Manhole Clearances:
a. Ten (10) foot minimum between adjacent Vaults or Manholes. b. Three (3) foot minimum from face of curb. (bollards required for vaults).
SVP6. SVP Guy Anchor Clearances: Five (5) foot minimum clearance is required between the center of anchor line and any excavation area.
SVP7. Tree Clearances:
a. Conduits: Five (5) foot minimum to tree root barrier or other subsurface wall or structure. b. Equipment: Five (5) foot minimum to tree root barrier. The tree canopy drip line cannot be over the SVP equipment.
c. Subsurface Facilities: Five (5) foot minimum to any electric department facilities. Any existing trees in conflict will have to be removed.
d. Easements: No trees shall be planted in SVP’s U.G.E.E or P.U.E’s. e. Transformer & Switch Placement: these devices and pads may only be located outdoors.
Clearances to buildings are defined in UG1225. All projects are to assume mineral oil fluid, unless otherwise approved by SVP.
SVP8. SVP Standards. Applicant shall comply with the following SVP standards (as may be amended or supplemented).
a. UG1000 - Installation of Underground Substructures by Developers b. UG1250 – Encroachment Permit Clearances from Electric Facilities c. UG0339 – Remote Switch Pad
d. OH1230 – Tree Clearances from Overhead Electric Lines e. SD1235 – Tree Planting Requirements Near Underground Electric Facilities f. UG1225 – Pad mounted Equipment Clearances and Protection g. UG0250 – High Density Residential Metering Requirements ________________________________________________________________________________ Planning Commission Approval date: Hearing September 11, 2024 Page 9 of 15 h. FO-1901 – Fiber Optic Splicing and Testing Methods
i. SVP Rules and Regulations – Latest Edition
SVP9. SVP Standards, Miscellaneous:
a. In the case of podium-style construction, all SVP facilities and conduit systems must be located on solid ground (aka “real dirt”) and cannot be supported on parking garage ceilings or placed on top of structures.
b. No splice boxes are allowed between the SVP utility connection point and the applicants main switch board.
c. SVP does not utilize any sub-surface (below grade) devices in its system. This includes transformers, switches, etc.
SVP10. Meter Locations:
a. For condominium or apartment, all electric meters and service disconnects shall be grouped at one location, outside of the building or in a accessible utility room. If they are townhomes or singlefamily residences, then each unit shall have its own meter, located on the structure. A double hasp locking arrangement shall be provided on the main switchboard door(s). Utility room door(s) shall have a double hasp locking arrangement or a lock box shall be provided. Utility room door(s) shall not be alarmed.
b. All interior meter rooms at ground level are to have direct, outside access through only ONE door.
Interior electric rooms must be enclosed in a dedicated electric room and cannot be in an open warehouse or office space.
SVP11. Underground Service Entrance
a. (277/480V Service or Lower) Underground service entrance conduits and conductors shall be “privately” owned, maintained, and installed per City Building Inspection Division Codes to the SVP defined utility connection point.
b. (12KV Service) SVP terminates cable on the applicant owned switchgear. c. No cross-parcel distribution is allowed. SVP service points must be within the parcels that they serve.
SVP12. Code Sections:
a. The Applicant shall provide and install electric facilities per Santa Clara City Code chapter
17.15.210.
b. Installation of underground facilities shall be in accordance with City of Santa Clara Electric Department standard UG-1000, latest version, and Santa Clara City Code chapter 17.15.050. c. The applicant shall perform, in accordance with current City standards and specifications, all trenching, backfill, resurfacing, landscaping, conduit, junction boxes, vaults, street light foundations, equipment pads and subsurface housings required for power distribution, street lighting, and signal communication systems, as required by the City in the development of frontage and on-site property. Upon completion of improvements satisfactory to the City, the Applicant will dedicate the improvement to the City subject to City’s acceptance the work. The applicant shall further install at his cost the service facilities, consisting of service wires, cables, conductors, and associated equipment necessary to connect a applicant to the electrical supply system of and by the City. After completion of the facilities installed by the Applicant, the City shall furnish and install all cable, switches, street lighting poles, luminaries, transformers, meters, and other equipment that it deems necessary for the betterment of the system per Santa Clara City Code chapter 17.15.210 (2).
________________________________________________________________________________ Planning Commission Approval date: Hearing September 11, 2024 Page 10 of 15 SVP13. Existing Facilities:
a. All existing SVP facilities, onsite or offsite, are to remain unless specifically addressed by SVP personnel in a separate document. It is the Applicants responsibility to maintain all clearances from equipment and easements. The Applicant may contact SVP outside of the PCC process for clear definitions of these clearance requirements. Applicant should not assume that SVP will be removing any existing facilities without detailed design drawings from SVP indicating potential removals. Simply indicating that SVP facilities are to be removed or relocated on conceptual plans does not imply that this action has been approved by SVP. b. Any relocation of existing electric facilities shall be at Applicants expense.
SVP14. Generators: Non-Utility Generator equipment shall not operate in parallel with the electric utility, unless approved and reviewed by the Electric Engineering Division. All switching operations shall be “OpenTransition-Mode”, unless specifically authorized by SVP Electric Engineering Division. A Generating Facility Interconnection Application must be submitted with building permit plans. Review process may take several months depending on size and type of generator. No interconnection of a generation facility with SVP is allowed without written authorization from SVP Electric Engineering Division.
DESIGN / PERFORMANCE – PRIOR TO ISSUANCE OF BUILDING PERMIT SVP1. Initial Information: Applicant shall provide a site plan showing all existing utilities, structures, easements, and trees. The applicant shall also include a detailed panel schedule showing all current and proposed electric loads.
SVP2. SVP Developers Work Drawing: Applicant shall have a developers work drawing created for the site by either an SVP estimator or through the applicant design process. All SVP standards and clearance requirements as defined in the General Section of the COA’s must be met, or variance approvals must be granted by SVP. The developers’ work drawing shall include but is not limited to: SVP substructure for primary, low voltage, streetlight, and fiber facilities. SVP facilities may extend off-site to the nearest utility connection point to tie-in with existing infrastructure as deemed necessary by SVP.
SVP3. Encroachment Permit: Prior to issuance of Building Permits, the applicant shall submit an encroachment permit application with an approved SVP Developers Work Drawing for construction of electric utilities that comply with the latest edition of SVP Standards and Rules and Regulations, Electric Notes, and Electric Standard Details and Specifications.
SVP4. Applicants Switchgear: All applicant main switchgear with SVP meters must meet EUSERC standards and be approved by SVP’s meter shop prior to ordering. Switchgear for 12KV gear must have batteries sized for 4 hours of operation, no capacitive tripping, and 2 sets of relays, CTs, & PTs for each main. All double ended switchgear with a tie breaker, must include a kirk-key interlock scheme and an SVP provided warning label for the operation of the main tiebreaker.
SVP5. AMI/Fiber Building Requirements: All projects implementing high rise metering and multi-floor infrastructure requirements shall meet the requirements outlined in UG 0250 & FO1901.
DURING CONSTRUCTION – PRIOR TO OCCUPANCY
SVP6. Easements: Prior to the City’s issuance of Building or Grading Permits, the applicant shall provide a dedicated underground electric utility easement (U.G.E.E) around the electric onsite facilities (Not a P.U.E). The electric utility easement shall be a minimum of 10 feet wide around conduit and 5’ minimum around equipment and vault/manhole pads. Additionally, the applicant shall submit plans defining existing easements so Electric Division can verify if there are any conflicts with new proposed easements or improvements. The Applicant shall grant to the City, without cost, all easements and/or right of way necessary for serving the property of the Applicant and for the installation of utilities (Santa Clara City Code chapter 17.15.110).
SVP7. Coordination Study: For any services taken at 12KV, a coordination study will need to be conducted by the applicant prior to energizing the service.
________________________________________________________________________________ Planning Commission Approval date: Hearing September 11, 2024 Page 11 of 15 SVP8. Applicants Switchgear: Applicants’ switchgear will be inspected on site by SVP to ensure compliance with approved switchgear drawings. Electric meters and main disconnects shall be installed per Silicon Valley Power Standard MS-G7, Rev. 2.
SVP9. Electric Facilities: Prior to the City's issuance of Occupancy, the applicant shall construct all electric utilities per the approved SVP Developers Work Drawing. SVP will inspect all electric utility installations and all other improvements encroaching on electric facilities.
SVP10. Municipal Fees: Prior to electric service energization, all applicable fees per the City of Santa Clara’s Municipal Fee Schedule shall be paid by the applicant.
SVP11. Costs & Expenses: Unless expressly stated otherwise or covered by a fee to be paid by the applicant, applicant shall be responsible for all costs and expenses associated with fulfilling these conditions of approval.
OPERATIONAL CONDITIONS – AFTER OCCUPANCY
SVP12. Access: SVP will require 24-hour unobstructed access to all SVP equipment which includes: manholes, transformers, vaults, switches, meters, indoor electrical rooms with SVP owned equipment etc.
WATER & SEWER DEPARTMENT
DESIGN / PERFORMANCE -- PRIOR TO ISSUANCE OF BUILDING PERMIT W1. Fire Service. The applicant shall install a new fire service and RPDA device connecting to the existing main on Lafayette. The size of the fire service shall be finalized during the permitting process. The service shall not be installed prior to Fire Department approval.
W2. Encroachment Permit. Prior to issuance of Building Permits, the applicant shall submit an encroachment permit application and design plans for construction of water utilities that comply with the latest edition of the Water & Sewer Utilities Water Service and Use Rules and Regulations, Water System Notes, and Water Standard Details and Specifications. In addition, prior to the City's issuance of Occupancy, the applicant shall construct all public water utilities per the approved plans. The Water & Sewer Utilities will inspect all public water utility installations and all other improvements encroaching public water utilities.
W3. Utility Design Plans. Utility Design Plans shall indicate the pipe material and the size of existing water, recycled water and sewer main(s). The plans shall show the nearest existing fire hydrant and the two nearest existing water main line gate valves near the project area. The plans shall show meter and backflow configurations to scale and per City of Santa Clara Water & Sewer Utilities Standard Details.
Note that all new water meters and backflow prevention devices shall be located behind the sidewalk in a landscape area. Fire hydrants should be located two feet behind monolithic sidewalk if sidewalk is present; two feet behind face of curb if no sidewalk is present, per City Std Detail 18. The plans shall provide the profile section details for utilities crossing water, sewer, or recycled water mains to ensure a 12” minimum vertical clearance is maintained.
W4. Utility Separations. Applicant shall adhere to and provide a note indicating that all horizontal and vertical clearances comply with State and local regulations. The applicant shall maintain a minimum 12” of vertical clearance at water service crossing with other utilities, and all required minimum horizontal clearances from water services: 10' from sanitary sewer utilities, 10’ from recycled water utilities, 8' from storm drain utilities, 5' from fire and other water utilities, 3' from abandoned water services, 5' from gas and electric utilities, and 5’ from the edge of the propose or existing driveway. For sanitary sewer, water, and recycled water utilities, the applicant shall maintain a minimum horizontal clearance of 10' from existing and proposed trees. If applicant installs tree root barriers, clearance from tree reduces to 5' (clearance must be from the edge of tree root barrier to edge of water facilities). No structures (fencing, foundation, biofiltration swales, etc.) allowed over sanitary sewer, potable water and/or recycled water utilities and easements.
W5. Separate Services. Applicant shall submit plans showing proposed water, recycled water, sanitary sewer, and fire services connected to a public main in the public right-of-way to the satisfaction of the Director of Water & Sewer Utilities. Different types of water and recycled water use (domestic, irrigation, ________________________________________________________________________________ Planning Commission Approval date: Hearing September 11, 2024 Page 12 of 15 fire) shall be served by separate water services, each separately tapped at the water main. Tapping on existing fire service line(s) is prohibited. Approved backflow prevention device(s) are required on all potable water services.
W6. City Standard Meters and Backflows. All proposed meters and backflows for all water services shall meet the current City of Santa Clara Water & Sewer Utilities Standard Details. Plans shall show meter and backflow configurations to scale.
W7. Existing Services. The applicant must indicate the disposition of all existing water and sewer services and mains on the plans. If the existing services will not be used, then the applicant shall properly abandon these services to the main per Water & Sewer Utilities standards and install a new service to accommodate the water needs of the project. The applicant shall bear the cost of any relocation or abandonment of existing Water Department facilities required for project construction to the satisfaction of the Director of Water and Sewer Utilities.
W8. On-Site Storm Drain Treatment. Prior to issuance of Building Permit, the applicant shall submit plans showing any onsite storm water treatment system. The plan shall include a section detail of the treatment system. No water, sewer, or recycled water facilities shall be located within 5-feet of any storm water treatment system.
W9. Water Usage. Prior to the issuance of Building Permits, the applicant shall provide documentation of water usage so the Water Division can verify the appropriate size of all proposed water meters. Please note that if the existing water services are incapable of supplying the water needs to the site, the existing services shall be abandoned, and new separate dedicated water services shall be provided for each use (domestic and irrigation).
W10. Landscaping. All the landscaping for the project shall comply with the California Water Conservation in Landscaping Act, Government Code Section 65591 et. seq. All plants shall be either California native or non-invasive, low water-using or moderate water-using plants. High water-using plants and nonfunctional turf are prohibited.
W11. Water Features. Prior to issuance of Building Permits, the applicant shall submit plan details for all water features (including but not limited to fountains and ponds) designed to include provisions for operating the system without City potable water supply and capable of being physically disconnected from source of potable water supply during City declared water conservation periods, to the satisfaction of the Director of the Water & Sewer Utilities. Decorative water features may be permanently connected to the City’s recycled water supply.
W12. Easements. Prior to City’s issuance of Building or Grading Permits, the applicant shall provide a dedicated water utility easement around the backflow prevention device onsite. The water utility easement for the water services and all other public water appurtenances shall be a minimum 15 feet wide and be adjacent to the public right-of-way without overlapping any public utility easement.
Additionally, the applicant shall submit plans defining existing easements so Water Division can verify if there are any conflicts with proposed easements and water utilities.
W13. Underground Fire Permit. Prior to issuance of Building Permits, applicant shall submit an underground fire permit unless otherwise waived by the Fire Department. If fire flow information is needed, applicant shall coordinate with Water and Sewer Utilities Department, for fire flow information at (408)615-2000. A dedicated fire service line, with an approved backflow prevention device, shall be used for on-site fire hydrants. Fire service lines required for commercial and industrial use shall be sized appropriately per fire flow demand and code requirements.
DURING CONSTRUCTION
W14. City Standard Meters and Backflow Installation. No meters or backflows shall be installed prior to establishment of water service account with the Municipal Services Division of the Finance Department.
The applicant shall provide a copy of the account information to the Water and Sewer Utilities Department Inspector and Meter Shop prior to installation of any meter or backflow. All meters and backflows ________________________________________________________________________________ Planning Commission Approval date: Hearing September 11, 2024 Page 13 of 15 approved for installation shall be tested prior to use. Water service connections shall not be used prior to authorization by the Water and Sewer Utilities inspector.
W15. Construction Water. This project shall use recycled water for all construction water needs for onsite and offsite construction.
W16. Water Shortage Response Actions. Pursuant to the City of Santa Clara’s Urban Water Management Plan, during times of drought or water shortage, the City implements water shortage response actions in accordance with the level of water shortage declared. All construction activities and all new irrigation connections are subject to the Water Shortage Response Actions in effect at the time of construction and connection of the irrigation service.
Water Shortage Response Actions for Stage 2 and higher include water use restrictions that limit the use of potable water such as:
a. prohibiting the installation of new potable water irrigation services. new irrigation connections, construction, and dust control.
b. restrict the use of potable water used for construction and dust control if recycled water is available.
This project is subject to all the requirements and restrictions of the Water Shortage Response Actions in place or adopted during the duration of the project. For more information, visit the City of Santa Clara Water & Sewer Utilities website at www.santaclaraca.gov/waterconservation.
PRIOR TO FINAL OF BUILDING PERMIT
W17. Record Drawings. Upon completion of construction and prior to the City’s issuance of a Certificate of Occupancy, the applicant shall provide "as-built" drawings of the public water utility infrastructure prepared by a registered civil engineer to the satisfaction of the Director of Water & Sewer Utilities Department.
W18. Conditional Releases. The applicant shall comply with all the requirements of any building permit conditional release requirements.
POST FINAL OF BUILDING PERMIT
W19. Additional Non-domestic Water Use. Although the Heavy Industrial Land Use allow for more intensive manufacturing than this project had proposed, no additional use of water on this site is permitted without prior approval of the Water and Sewer Utilities Department. Any tenant improvements that propose an expansion of existing water use or introduces additional nondomestic water use shall be required to use Recycled Water and convert any existing nondomestic water use to Recycled Water. These conditions shall be applied to subsequent permits for the site.
W20. Recycled Water Use. Pursuant to Chapter 13.15, Water, Article IV. Regulation of Recycled Water Service and Use, of the Municipal Code, the project is required to use recycled water for all non-potable uses where recycled water is made available and where provided for by Recycled Water regulations.
This project is required to extend and connect to the City’s existing Recycled Water System.
W21. Onsite Recycled Water Review. The applicant shall submit all completed SBWR Proposed Use Request Applications to the Compliance Division of Water and Sewer Utilities at [email protected] for review and approval. All on-site recycled water plans shall be reviewed, approved, and signed by the City of Santa Clara, SBWR, and Department of Drinking Water. All three entities must individually review and approve a plan set for Final Approval. Contact the Compliance Division of Water and Sewer Utilities via email or by phone at (408) 615-2002 for more information.
W22. Recycled Water Design. Each Recycled Water land use (irrigation, dual-plumbing, cooling system, industrial processes, etc.) shall have a separate metered service connection to the main. Applicant shall ________________________________________________________________________________ Planning Commission Approval date: Hearing September 11, 2024 Page 14 of 15 verify separations between all potable/fire lines and recycled water lines, pipe type, pipe depths, equipment types, warning lids, tags and signs.
W23. On-site Recycled Water Construction. Construction and installation of all on-site recycled water system equipment shall not begin until the Compliance Division of Water and Sewer Utilities has approved the on-site recycled water design. Please note on-site designs are generally not the same as the Building Permit plans. On-site recycled water plans require SBWR and California State Water Resources Control Board, Division of Drinking Water signatures for final approval.
W24. On-site Recycled Water Inspection. Inspections are required at all on-site recycled water systems being installed prior to backfilling trenches or cover in walls and ceilings. Request a recycled water inspection by email [email protected] or call (408) 615-2002. Please provide the site location, SBWR project ID, and date and time preferences. These inspections are in addition to the Building Permit inspections.
W25. Onsite Recycled Water Compliance. An active onsite recycled water system is a regulated system that must continuously be in compliance with all State, SBWR and City code requirements and regulations. If this site receives recycled water in the future, the site shall always maintain a certified Site Supervisor and prevent any cross-connections from occurring between the onsite regulated RW system and the other plumbing systems, especially the domestic water system. The Site Supervisor for this site shall work with to the Compliance Division of Water and Sewer Utilities to remain in compliance and report any changes to the regulated system.
KEY:
G = General
P = Planning Division
BD = Building Division
H = Housing & Community Services Division
F = Fire Department
PR = Parks & Recreation Department
PD = Police Department
E = Engineering Division
Streets Division (Landscape, Solid Waste, and Stormwater) L = Landscape
SW = Solid Waste
ST = Stormwater
SVP = Silicon Valley Power
W = Water & Sewer Department
________________________________________________________________________________ Planning Commission Approval date: Hearing September 11, 2024 Page 15 of 15
ACKNOWLEDGEMENT AND ACCEPTANCE OF CONDITIONS OF APPROVAL Permittee/Property Owner
The undersigned agrees to each condition of approval and acknowledges and hereby agrees to use the project property on the terms and conditions set forth in this permit.
Signature: _________________________________________________ Printed Name: _________________________________________________ Relationship to Property: _________________________________________________ Date: _________________________________________________ Pursuant to Santa Clara City Code 18.128.100, the applicant shall return this document to the Department, properly signed and dated, within 30-days following the date of the Acknowledgement.
PLN23-00208/ 2201 Lafayette Street (APN: 224-03-087)
Project Description: Action on a Rezone from PD – Planned Development to MH – Heavy Industrial and Variance for Parking for the property located at 2201 Lafayette Street
Project Site
General Plan
Zoning
TITLE
PROJECT TEAM
PROJECT DESCRIPTION
ABBREVIATION
DRAWING INDEX SYMBOL TABULATION VICINITY MAP
GENERAL NOTES
xxxxxxx
xxxxxx
x
FIRE DEPARTMENT NOTES
xxx
PARCEL MAP
(E) BUILDING 700 M
10 SHARED PARKING STALLS WITH
NEIGHBORS BUILDING
800 MATHEW ST. NEIGHBORING BUILDING
3 2
2201 LAFAYETTE
(E) HIGH VOLTAGE POLE
(E) DRIVE WAY
(E) PLANTER BOX
7 2
(E)CHAIN
LINK FENCE
2 PARKING SPACE TO BE
ELIMINATED PER AMMR TO
ALLOW FOR FIRE DEPARTMENTACCESS
PL: 78.97'
2 3
2 (E) PLANTER BOX
PROPOSED SITE PLAN
1 DEMOLISH EXISTING SIDEWALK AND REBUILD ACCORDING TO CITY STANDARDS 1 2
PARKING SPACES TO BE DEMOLISHED,PARKING VARIANCE TO BE SUBMITTED AND
REVIEWED BY THE PLANNING DEPARTMENT
SEPARATELY
2 2 2
2 1
2 2
3 DRIVEWAY TO BE DEMOLISHED AND
RECONSTRUCTED AS ADA APPROVED
SIDEWALK PER CITY STANDARDS
3 3
4 (E) STREETLIGHT TO REMAIN AND PROTECTED DURING CONSTRUCTION. 4 4
2 2
2 2
-
(E) BUILDING 700 M
800 MATHEW ST. NEIGHBORING BUILDING
2201 LAFAYETTE
(E) HIGH VOLTAGE POLE
(E) DRIVE WAY
(E) PLANTER BOX
(E)CHAIN
LINK FENCE
FDC
FS
PL: 78.97'
GARBAGE:
6 CUBIC
YARDS
RECYCLING:
96 GALLONS
PIV
WM
(E) PLANTER BOX
(E)CHAIN
LINK FENCE
FS
(N) FIRE SPRINKLER RISER
FDC
(N) FIRE DEPARTMENT
CONNECTION & PRESSURE
INDICATION VALVE
FIRE BACKFLOW
PREVENTION DEVICE
(N) WATER SUPPLY LINE FOR
(N) FIRE SPRINKLER. EXACT
SIZE & LOCATION WILL BE
DETERMINED BY THE FIRE
SPRINKLER COMPANY & FIRE
DEPARTMENT.
** (N) FIRE SERVICE SHALL
BE 1-INCH MINIMUM.
2% (1:20)
SLOPE IN ALL
DIRECTION
5% SLOPE IN
TRAVEL
DIRECTION
PIV (E)
DOMESTIC
WATER
BFP
WM
(E)WATER
METER
8% SLOPE IN
TRAVEL
DIRECTION
GARBAGE:
6 CUBIC
YARDS
RECYCLING:
96 GALLONS
PROPOSED SITE PLAN
1 (N) BIKE PARKING INSIDE THE BUILDING (SEE A-4.0)2
DEMOLISH EXISTING SIDEWALK AND REBUILD
ACCORDING TO CITY STANDARDS (ST-8 &ST-12) AND MATCH NEIGHBORING PARCEL
ON THE SOUTH SIDE
3 (N) FIRE RISER, BFP, FDC4 (N) BACKFLOW PREVENTOR5
(N) PER AMMR TO BE SUBMITTED IN
SEPARATE BUILDING PERMIT, FIRE HYDRANT
TO BE INSTALLED TO PROVIDE SPRINKLER
WATER SUPPLY TO 2201 LAFAYETTE, EXACT
LOCATION TO BE DETERMINED BY THE SCFD
6 (N) TRASH COLLECTION AREA PER
AGREEMENT WITH 700 MATHEW ST.
GARBAGE: (1) 6 CUBIC YARD BIN
RECYCLING: (1) 96 GALLON BIN
3 2
6 5
4 1
2 7 (N) ACCESSIBLE PARKING (A-2.2)
7 3
4 8 (E) STREETLIGHT TO REMAIN AND PROTECTED DURING CONSTRUCTION. 8 8
2 -
3 -
1 A2.2
11 9 (N) GRAVEL, ROCKS, AND DROUGHT RESISTANT PLANTS
9 9
11 10 LANDSCAPING STRIP11 BIKE RACK/ LOCKER
12 12
12 (E) ASPHALT
(E) BUILDING
10 SHARED PARKING STALLS WITH
NEIGHBORS BUILDING
800 MATHEW ST. NEIGHBORING BUILDING
3 2
2201 LAFAYETTE
(E) HIGH VOLTAGE POLE
(E) DRIVE WAY
(E) PLANTER BOX
7 2
(E)CHAIN
LINK FENCE
2 PARKING SPACE TO BE
ELIMINATED PER AMMR TO
ALLOW FOR FIRE DEPARTMENTACCESS
PL: 78.97'
2 3
2 (E) PLANTER BOX
EXISTING SITE PLAN
(E) PARKING COUNTS: 15
1 DRIVEWAY TO BE DEMOLISHED
2 2
SIDEWALK TO BE DEMOLISHED AND REBUILT
TO MATCH NEIGHBORING PARCEL ON THE
SOUTH SIDE
3 3
1 3 PARKING SPACE TO BE DEMOLISHED
3 3
-
4 (E) STREETLIGHT TO REMAIN AND PROTECTED DURING CONSTRUCTION. 4 (E) BUILDING
800 MATHEW ST. NEIGHBORING BUILDING
2201 LAFAYETTE
(E) HIGH VOLTAGE POLE
(E) DRIVE WAY
(E) PLANTER BOX
(E)CHAIN
LINK FENCE
(E)CHAIN LINK FENCE
FDC
FS
2% (1:20) SLOPE IN
ALL DIRECTION
4" WIDE PAINTED BLUE BORDER LINE
STRIPE BLUE OR WHITE
5% (1:20) SLOPE IN
TRAVEL DIRECTION
PL: 78.97'
GARBAGE:
6 CUBIC
YARDS
RECYCLING:
96 GALLONS
TRUNCATED DOME
EMBEEDED IN
ASPHALT
2% (1:20)
SLOPE IN ALL
DIRECTION
5% SLOPE IN
TRAVEL
DIRECTION
PIV
WM
8% SLOPE IN
TRAVEL
DIRECTION
2% (1:20) SLOPE IN
ALL DIRECTION
4" WIDE PAINTED BLUE BORDER LINE STRIPE BLUE OR WHITE
5% (1:20) SLOPE IN
TRAVEL DIRECTION
TRUNCATED DOME
EMBEEDED IN
ASPHALT
PROPOSED SITE PLAN
1 (N)SIDEWALK PER CITY STANDARDS 1 2 (N) ACCESSIBLE PARKING
2 (N) PARKING COUNTS
USE RATIO AREA(SF) REQUIRED
STORAGE 1:2,000 9,991 5
PROPOSED
7 HEAVY
INDUSTRUAL 1:1,000 13,022 13
TOTAL 18
PROPOSED PARKING COUNT IS LESS THAN REQUIRED PER 2022 SANTA CLARA ZONING CODE, VARIANCE WILL APPLIED UNDER BUILDING PERMIT. 3 (E) STREETLIGHT TO REMAIN AND PROTECTED DURING CONSTRUCTION. 3 2
-
2% (1:20) SLOPE IN
ALL DIRECTION
4" WIDE PAINTED BLUE BORDER LINE STRIPE BLUE OR WHITE
5% (1:20) SLOPE IN
TRAVEL DIRECTION
GAR RECYCLING:
TRUNCATED DOME
EMBEEDED IN
ASPHALT
(E)ACCESSIBLE PARKING
AND SIGNAGE DETAILS
℄
________
________
²
∅
PROPOSED SITE PLAN
PROPOSED SITE PLAN
FIRE HOSE
ELECTRICAL PANEL #2
ELECTRICAL PANEL #3
ROLL-UP DOOR
STEEL I BEAM FIRE HOSE FIRE HOSE
ELECTRICAL PANEL #1
ROLL-UP DOOR
CHANGE OPENING
DIRECTION OF DOOR
AREA: 7437
HEAVY
INDUSTRIAL
EXISTING BUILDING PLAN
OPEN
OPEN
(E) ROLL-UP DOOR
(E) RESTROOMS
(E) RESTROOMS
(E) ROLL-UP DOOR
(E) ROLL-UP DOOR
(E) ROLL-UP DOOR
(E) RESTROOMS
(E) ROLL-UP DOOR
(E) ROLL-UP DOOR
(E) BUILDING INTERIOR
ELEVATIONS
(E) ROLL-UP DOOR
(E)ELECT GEAR
(E)FIRE RISER
(E)STUCCO FINISH PAINT
(E) STUCCO FINISH PAINT
(E) CONCRETE BLOCK
WALL PAINTED
(E) CONCRETE BLOCK WALL PAINTED
(E) CONCRETE
BLOCK WALL
(E)LANDSCAPE CURB
(E)DOWNSPOUT
(E)FIRE RISER
(E)STUCCO FINISH PAINT
(E) STUCCO FINISH PAINT
(E) CONCRETE BLOCK WALL (E) CONCRETE
BLOCK WALL
PAINTED
(E) CONCRETE BLOCK WALL PAINTED
(E) CONCRETE
BLOCK WALL
(N)FIRE RISER
(N)FIRE BACKFLOW
PREVENTOR
(E) DOMESTIC WATER
(E)BUILDING EXTERIOR
ELEVATIONS
Overview of Tenant Using Space at 2201 Lafayette, Santa Clara AIG-Tech is an engineering company that provides services in factory automation, contract, manufacturing, and operating small machine shops. Additional details are below.
AIG-Tech will use 2201 Lafayette as follows:
Employees: About 15
Time of Operation at 2201 Lafayette: 8:00 AM to 6:00 PM, Monday to Friday (including sometimes on the weekend or later to meet deadlines.
Operations –AIG Tech, here in the US, is a service company that provides engineering services for mechanical, electrical, and software. Our focus is on factory automation and controls of specified equipment. From design to assembly and test for customized equipment per customer specification. We designed and built systems for different industries based on what the customer needed to help produce their products. We manufacture the equipment the customer orders after each design and prototyping is approved and tested. We are also a UL508A panel shop, so we also build control panels/box build based on customer needs. We manufacture small batches of equipment’s electrical panels per customer need. Those equipment/systems are shown in our website gallery.
About Us
At AIG-Tech, we continue to strive in order to provide
our customers with the best professional services and
cutting-edge solutions. Our mission is to increase
productivity with a cost-effective solution through
innovative culture and total commitment to exceed
customers’ expectations.
In 2009, AIG-Tech was named as one of "America's
Fastest Growing Private Companies" and a "Top
Engineering Firm" nationwide by Inc. 500 Magazine.
We provide outstanding values through the practical and innovative applications of the art of technologies.
Maintaining focus on our core business of providing automated manufacturing solutions to companies in diverse industries.
Developing long term relationship with customers.
Enhancing our ability to serve customers by utilizing our technological strengths to manufacture high quality component parts and assemblies, and provide related services. Creating a distinct, high-performance workplace where all employees build success for their customers and for their careers.
About us_ AIG-Tech Vietnam (supporting company in VN)
AIG – Tech Vietnam was established in 2006, just before Vietnam joined the World Trade Organization (WTO) in 2007. Vietnam has been opened its markets to the world so as AIG-Tech. We have had provided low-cost engineering services to our customers here in the USA and other parts of the world.
At the turn of 2010, after the completion of building up AIG Tech engineering group, AIG-Tech is now starting to provide a full low cost turnkey solutions to our customer by providing fabrication, manufacturing and full system integration in Vietnam. Due to the different time zone, AIG-Tech work 24 hours per day to provide the best services for our customers. We achieve faster development cycles and reduced product costs by bridging our overseas engineering and integration. With this bridge, the design and turnkey equipment will be at the lowest possible cost, engineering and manufacturing capabilities ensure the competitively priced, from building prototypes to high volume manufacturing with a very low-price tag.
All projects are managed and channeled through AIG-USA, our customer only need to work with head quarter in the USA for all projects with no time zone conflict. All coordination between the customers and projects in Vietnam will be handled in the USA.
Beside engineering services and supports, AIG-Tech Int’l (Vietnam) also provides:
Fabrication
Manufacturing
Assembly
Integration and final test
Machining
Sheet-metal fabrication
Mold injection
Mass production of products
Applied Innovation Group
We work continuously to improve our process and strengthen our design and manufacture ability to meet customers’ requests.
Established in 2004 at the heart of Silicon Valley, Applied Innovation Group Inc (AIG-Tech) is one of the most trusted and reliable sources for your product engineering development and manufacturing needs.
We started out as a family and friendship business. However, with the different demands of the growth of technology markets, our company has been expanding since then. We offer manufacture and services for all kinds of fields – from automobile, medical, food, and semiconductor to robotics industries. We offer total solutions for your equipment from strategic planning to complete turnkey solutions for original equipment manufacturer (OEMs) and original design manufacture (ODMs).
Customer Focus
We think of you first with intimacy and absolute commitment to your success. We work closely with you to understand your needs, and using innovative technologies to provide not only the right solutions but a long term and trusted partnership. o Customer focus
o Total support and feedback
o Absolute satisfaction
Innovation/R&D
Innovation is our essential constituent. At AIG-Tech, we partner with our clients as they enter new markets around the world. As they continuously look for pathways to become more competitive while improving profit, they call us for engineering custom turnkey automation solutions that enhance product quality, quantity, lower defect rates, eliminate waste and increase productivity.
Operation Management
We are committed to being the best-in-class on cost, quality and time-to-market. At AIG-Tech, we work continuously to improve our process and strengthen our design and manufacture ability to meet the customer needs.
o Expertise engineering
o Systematic process
o Quality process
o Proven track record
Resolution/ 2201 Lafayette Street - Rezoning Page 4 of 4 Rev. / Typed 12-2-22
RESOLUTION NO. __________
A RESOLUTION OF THE CITY OF SANTA CLARA, CALIFORNIA
TO APPROVE A REZONING FROM PLANNED DEVELOPMENT
(PD) TO HEAVY INDUSTRIAL (HI) TO ALLOW THE PROPOSED
USE OF HEAVY INDUSTRIAL AT 2201 LAFAYETTE STREET,
SANTA CLARA
(File No. PLN23-00208- Rezoning)
WHEREAS, on August 22, 2023, John Ha with Innovative Design Architecture (“Applicant”), on behalf of Cindy Cheng with Vista Grande Investment, LLC (“Owner”) filed an application (PLN23- 00208) requesting a rezoning for the property located at 2201 Lafayette Street (APN: 224-03-087) (“Project Site”) in the City of Santa Clara;
WHEREAS, the General Plan land use designation for the Project Site is Heavy Industrial; WHEREAS, the Project Site is zoned Planned Development (PD); WHEREAS, the Project Site is developed with an industrial building that was previously occupied with Union Stone, a construction materials retail showroom and warehouse; WHEREAS, the Property Owner applied to rezone the Project Site from Planned Development (PD) to Heavy Industrial (HI) to allow the existing building to be used for a heavy industrial business (“Project”) as shown on the development plans, attached hereto and incorporated herein by reference;
WHEREAS, the Project is Categorically Exempt from formal environmental review per Section 15301, Class 1 “Existing Facilities” of the Guidelines of the California Environmental Quality Act (“CEQA”), which applies to small additions and minor modifications to existing facilities involving negligible or no expansion of the existing or former use. Here, the proposal involves a minor tenant improvement without changing the building footprint and minor site improvements and would represent a negligible expansion of the prior use; Resolution/ 2201 Lafayette Street - Rezoning Page 4 of 4 Rev. / Typed 12-2-22
WHEREAS, on October 30, 2024, a notice of the public hearing on the proposed Rezoning was published in the The Weekly, a newspaper of general circulation for the City, for the City Council Hearing to be conducted on November 12, 2024;
WHEREAS, on October 31, 2024, the notice of meeting date for this item was mailed to property owners within a 500-foot radius of the Project Site for the City Council hearing on November 12, 2024; and,
WHEREAS, on November 12, 2024, the City Council held a duly noticed public hearing to consider the rezoning application, at which time all interested persons were given an opportunity to give testimony and the City Council considered the information presented in the Staff Report and all verbal and written evidence.
NOW THEREFORE, BE IT RESOLVED BY THE CITY OF SANTA CLARA AS FOLLOWS:
1. That the City Council hereby finds that the above Recitals are true and correct and by this reference makes them a part hereof.
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Resolution/ 2201 Lafayette Street - Rezoning Page 4 of 4 Rev. / Typed 12-2-22
2. That the City Council hereby approves rezoning the Project Site from Planned Development (PD) to Heavy Industrial (HI) to allow the existing buildings on the project site to be used for a heavy industrial business, as depicted on the attached Illustration Plan, incorporated herein by this reference.
3. Effective date. This resolution shall become effective immediately.
I HEREBY CERTIFY THE FOREGOING TO BE A TRUE COPY OF A RESOLUTION
PASSED AND ADOPTED BY THE CITY OF SANTA CLARA, CALIFORNIA, AT A REGULAR MEETING THEREOF HELD ON THE12TH DAY OF NOVEMBER 2024, BY THE FOLLOWING VOTE:
AYES: COUNCILORS:
NOES: COUNCILORS:
ABSENT: COUNCILORS:
ABSTAINED: COUNCILORS:
ATTEST:
NORA PIMENTEL, MMC
ASSISTANT CITY CLERK
CITY OF SANTA CLARA
Attachments Incorporated by Reference:
1. Development Plans
Resolution/ 2201 Lafayette Street - Variance Page 1 of 4 Rev. / Typed 12-2-22
RESOLUTION NO. __________
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
SANTA CLARA, CALIFORNIA, APPROVING A VARIANCE FOR
PARKING AND FRONT SETBACK LANDSCAPING TO ALLOW
THE PROPOSED HEAVY INDUSTRIAL USE AT 2201
LAFAYETTE STREET, SANTA CLARA
(File No. PLN23-00208 - Variance)
WHEREAS, on August 22, 2023, John Ha with Innovative Design Architecture (“Applicant”), on behalf of Cindy Cheng with Vista Grande Investment, LLC (“Owner”) filed an application (PLN23- 00208) requesting a Variance for the property located at 2201 Lafayette Street (APN: 224-03- 087) (“Project Site”) in the City of Santa Clara;
WHEREAS, the General Plan land use designation for the Project Site is Heavy Industrial; WHEREAS, the Project Site is zoned Planned Development (PD); WHEREAS, the with the adoption of the comprehensive Zoning Code Update, all sections except for Article 2, Zones, Allowable Uses, and Development Standards, went into effect on February 8, 2024, and Article 2 went into effect on August 15, 2024, when the updated Zoning map became effective.
WHEREAS, Zoning Code Section 18.02.070 - Effect of Zoning Code Amendments on Projects in Progress, states that all planning permit applications that are active and that have been determined by the Project Clearance Committee to be complete before the effective date of the Zoning Code, shall be processed in compliance with the requirements in effect when the application was deemed complete.
WHEREAS, this application was deemed complete on July 30, 2024; therefore, the project was reviewed based on the standards of the City’s prior zoning code (the “Classic Code”) for setbacks and landscaping; and
WHEREAS, the project is subject to the parking regulations of the updated Zoning Code (2024).
Resolution/ 2201 Lafayette Street - Variance Page 2 of 4 Rev. / Typed 12-2-22
WHEREAS, the Project Site is developed with an industrial building that was previously occupied with Union Stone, a construction materials retail showroom and warehouse; WHEREAS, the Property Owner has submitted an application for a Variance (“Project”) to Chapter 18.38 of the City Code for reduced parking of seven spaces where 18 parking spaces are required to allow the existing buildings to be used for a heavy industrial business; WHEREAS, the Planning Commission recommended that the existing ADA parking space located in the front setback remain, which requires a variance from the “Classic” Zoning Code Section
18.50.120(a), Open Landscape Area, as parking would be located within the area where 10 feet of front setback landscaping is required.
WHEREAS, the Project is Categorically Exempt from formal environmental review per Section 15301, Class 1 “Existing Facilities” of the Guidelines of the California Environmental Quality Act (“CEQA”), which applies to small additions and minor modifications to existing facilities involving negligible or no expansion of the existing or former use. Here the proposal involves a minor tenant improvement without changing the building footprint and minor site improvements and would represent a negligible expansion of the prior use;
WHEREAS, on October 31, 2024, the notice of meeting date for this item was mailed to property owners within a 500-foot radius of the Project Site for the City Council hearing on November 12, 2024; and,
WHEREAS, on November 12, 2024, the City Council held a duly noticed public hearing to consider the Variance application, during which the City Council invited and considered any and all verbal and written testimony and evidence offered in favor of and in opposition to the proposed Variance.
NOW THEREFORE, BE IT FURTHER BY THE CITY COUNCIL OF THE CITY OF SANTA CLARA AS FOLLOWS:
1. That the City Council hereby finds that the above Recitals are true and correct and by this reference makes them a part hereof.
Resolution/ 2201 Lafayette Street - Variance Page 3 of 4 Rev. / Typed 12-2-22
2. That the City Council hereby approves a Variance to the Heavy Industrial parking regulations to allow the existing building on the project site to be used for a heavy industrial business; and a Variance from the front setback landscape standards as depicted on the attached Illustration Plan and subject to the attached Conditions of Approval, all of which are incorporated herein by this reference.
3. That pursuant to SCCC Section 18.124.050, the City Council hereby makes the following findings related to the Variance request:
A. That there are special circumstances or conditions applicable to the subject property or existing buildings (e.g., location, shape, size, surroundings, topography, or other physical features) that do not apply generally to other properties in the vicinity under an identical zoning classification, in that the Rezoning and Tentative Map approval in 2005 for the project site created a substandard condition for parking.
B. That strict compliance with Zoning Code requirements would deprive the subject property of privileges enjoyed by other property in the vicinity and under an identical zoning classification, in that the 2005 parcelization and design make it impossible for the Applicant to provide additional parking spaces and reuse the site without demolishing the building. Granting the variance will facilitate the rehabilitation of the existing vacant site that is almost fully built out by existing building and is significantly constrained in the approved use of construction materials retail showroom warehouse through the prior PD approval.
C. That approving the Variance would not constitute a grant of special privilege inconsistent with the limitations on other properties in the same vicinity and zone in which the subject property is situated, in that the project utilizes the existing footprint of the industrial buildings to establish a heavy industrial business consistent with the General Plan land use designation of Heavy Industrial.
D. That the granting of the Variance will not adversely affect the interests of the public or the interests of residents and property owners in the vicinity of the subject property, in that the Resolution/ 2201 Lafayette Street - Variance Page 4 of 4 Rev. / Typed 12-2-22
proposal would allow the adaptive reuse of the existing vacant industrial building, site improvements and better connectivity to the neighborhood.
4. Effective date. This project comprises two entitlements: the variance approved by this resolution, and a separate rezoning to be approved by the City Council. This resolution shall become effective only if the City Council approves the rezoning on or before July 31, 2025. If the City Council declines to approve the rezoning on or before July 31, 2025, this resolution shall be null and void. If the City Council approves the rezoning on or before July 31, 2025, then this resolution shall become effective on the effective date of the rezoning.
I HEREBY CERTIFY THE FOREGOING TO BE A TRUE COPY OF A RESOLUTION PASSED
AND ADOPTED BY THE CITY COUNCIL OF THE CITY OF SANTA CLARA, CALIFORNIA, AT A REGULAR MEETING THEREOF HELD ON THE 12th DAY OF NOVEMBER 2024, BY THE FOLLOWING VOTE:
AYES: COUNCILORS:
NOES: COUNCILORS:
ABSENT: COUNCILORS:
ABSTAINED: COUNCILORS:
ATTEST:
NORA PIMENTEL, MMC
ASSISTANT CITY CLERK
CITY OF SANTA CLARA
Attachments Incorporated by Reference:
1. Conditions of Approval
2. Development Plans
Resolution/ 2201 Lafayette Street - Variance Page 1 of 4 Rev. / Typed 12-2-22
RESOLUTION NO. __________
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
SANTA CLARA, CALIFORNIA, APPROVING A VARIANCE FOR
PARKINGTO ALLOW THE PROPOSED HEAVY INDUSTRIAL
USE AT 2201 LAFAYETTE STREET, SANTA CLARA
(File No. PLN23-00208 - Variance)
WHEREAS, on August 22, 2023, John Ha with Innovative Design Architecture (“Applicant”), on behalf of Cindy Cheng with Vista Grande Investment, LLC (“Owner”) filed an application (PLN23- 00208) requesting a Variance for the property located at 2201 Lafayette Street (APN: 224-03- 087) (“Project Site”) in the City of Santa Clara;
WHEREAS, the General Plan land use designation for the Project Site is Heavy Industrial; WHEREAS, the Project Site is zoned Planned Development (PD); WHEREAS, the Project Site is developed with an industrial building that was previously occupied with Union Stone, a construction materials retail showroom and warehouse; WHEREAS, the Property Owner has submitted an application for a Variance (“Project”) to Chapter 18.38 of the City Code for reduced parking of seven spaces where 18 parking spaces are required to allow the existing buildings to be used for a heavy industrial business; WHEREAS, the Project is Categorically Exempt from formal environmental review per Section 15301, Class 1 “Existing Facilities” of the Guidelines of the California Environmental Quality Act (“CEQA”), which applies to small additions and minor modifications to existing facilities involving negligible or no expansion of the existing or former use. Here the proposal involves a minor tenant improvement without changing the building footprint and minor site improvements and would represent a negligible expansion of the prior use;
WHEREAS, on October 31, 2024, the notice of meeting date for this item was mailed to property owners within a 500-foot radius of the Project Site for the City Council hearing on November 12, 2024; and,
Resolution/ 2201 Lafayette Street - Variance Page 2 of 4 Rev. / Typed 12-2-22
WHEREAS, on November 12, 2024, the City Council held a duly noticed public hearing to consider the Variance application, during which the City Council invited and considered any and all verbal and written testimony and evidence offered in favor of and in opposition to the proposed Variance.
NOW THEREFORE, BE IT FURTHER BY THE CITY COUNCIL OF THE CITY OF SANTA CLARA AS FOLLOWS:
1. That the City Council hereby finds that the above Recitals are true and correct and by this reference makes them a part hereof.
2. That the City Council hereby approves the Variance to the Heavy Industrial parking regulations to allow the existing building on the project site to be used for a heavy industrial business; as depicted on the attached Illustration Plan and subject to the attached Conditions of Approval, all of which are incorporated herein by this reference.
3. That pursuant to SCCC Section 18.124.050, the City Council hereby makes the following findings related to the Variance request:
A. That there are special circumstances or conditions applicable to the subject property or existing buildings (e.g., location, shape, size, surroundings, topography, or other physical features) that do not apply generally to other properties in the vicinity under an identical zoning classification, in that the Rezoning and Tentative Map approval in 2005 for the project site created a substandard condition for parking.
B. That strict compliance with Zoning Code requirements would deprive the subject property of privileges enjoyed by other property in the vicinity and under an identical zoning classification, in that the 2005 parcelization and design make it impossible for the Applicant to provide additional parking spaces and reuse the site without demolishing the building. Granting the variance will facilitate the rehabilitation of the existing vacant site that is almost fully built out by existing building and is significantly constrained in the approved use of construction materials retail showroom warehouse through the prior PD approval.
Resolution/ 2201 Lafayette Street - Variance Page 3 of 4 Rev. / Typed 12-2-22
C. That approving the Variance would not constitute a grant of special privilege inconsistent with the limitations on other properties in the same vicinity and zone in which the subject property is situated, in that the project utilizes the existing footprint of the industrial buildings to establish a heavy industrial business consistent with the General Plan land use designation of Heavy Industrial.
D. That the granting of the Variance will not adversely affect the interests of the public or the interests of residents and property owners in the vicinity of the subject property, in that the proposal would allow the adaptive reuse of the existing vacant industrial building, site improvements and better connectivity to the neighborhood. //
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Resolution/ 2201 Lafayette Street - Variance Page 4 of 4 Rev. / Typed 12-2-22
4. Effective date. This project comprises two entitlements: the variance approved by this resolution, and a separate rezoning to be approved by the City Council. This resolution shall become effective only if the City Council approves the rezoning on or before July 31, 2025. If the City Council declines to approve the rezoning on or before July 31, 2025, this resolution shall be null and void. If the City Council approves the rezoning on or before July 31, 2025, then this resolution shall become effective on the effective date of the rezoning.
I HEREBY CERTIFY THE FOREGOING TO BE A TRUE COPY OF A RESOLUTION PASSED
AND ADOPTED BY THE CITY COUNCIL OF THE CITY OF SANTA CLARA, CALIFORNIA, AT A REGULAR MEETING THEREOF HELD ON THE 12th DAY OF NOVEMBER 2024, BY THE FOLLOWING VOTE:
AYES: COUNCILORS:
NOES: COUNCILORS:
ABSENT: COUNCILORS:
ABSTAINED: COUNCILORS:
ATTEST:
NORA PIMENTEL, MMC
ASSISTANT CITY CLERK
CITY OF SANTA CLARA
Attachments Incorporated by Reference:
1. Conditions of Approval
2. Development Plans
Overview of Tenant Using Space at 2201 Lafayette, Santa Clara AIG-Tech is an engineering company that provides services in factory automation, contract, manufacturing, and operating small machine shops. Additional details are below.
AIG-Tech will use 2201 Lafayette as follows:
Employees: About 15
Time of Operation at 2201 Lafayette: 8:00 AM to 6:00 PM, Monday to Friday (including sometimes on the weekend or later to meet deadlines.
Operations –AIG Tech, here in the US, is a service company that provides engineering services for mechanical, electrical, and software. Our focus is on factory automation and controls of specified equipment. From design to assembly and test for customized equipment per customer specification. We designed and built systems for different industries based on what the customer needed to help produce their products. We manufacture the equipment the customer orders after each design and prototyping is approved and tested. We are also a UL508A panel shop, so we also build control panels/box build based on customer needs. We manufacture small batches of equipment’s electrical panels per customer need. Those equipment/systems are shown in our website gallery.
About Us
At AIG-Tech, we continue to strive in order to provide
our customers with the best professional services and
cutting-edge solutions. Our mission is to increase
productivity with a cost-effective solution through
innovative culture and total commitment to exceed
customers’ expectations.
In 2009, AIG-Tech was named as one of "America's
Fastest Growing Private Companies" and a "Top
Engineering Firm" nationwide by Inc. 500 Magazine.
We provide outstanding values through the practical and innovative applications of the art of technologies.
Maintaining focus on our core business of providing automated manufacturing solutions to companies in diverse industries.
Developing long term relationship with customers.
Enhancing our ability to serve customers by utilizing our technological strengths to manufacture high quality component parts and assemblies, and provide related services. Creating a distinct, high-performance workplace where all employees build success for their customers and for their careers.
About us_ AIG-Tech Vietnam (supporting company in VN)
AIG – Tech Vietnam was established in 2006, just before Vietnam joined the World Trade Organization (WTO) in 2007. Vietnam has been opened its markets to the world so as AIG-Tech. We have had provided low-cost engineering services to our customers here in the USA and other parts of the world.
At the turn of 2010, after the completion of building up AIG Tech engineering group, AIG-Tech is now starting to provide a full low cost turnkey solutions to our customer by providing fabrication, manufacturing and full system integration in Vietnam. Due to the different time zone, AIG-Tech work 24 hours per day to provide the best services for our customers. We achieve faster development cycles and reduced product costs by bridging our overseas engineering and integration. With this bridge, the design and turnkey equipment will be at the lowest possible cost, engineering and manufacturing capabilities ensure the competitively priced, from building prototypes to high volume manufacturing with a very low-price tag.
All projects are managed and channeled through AIG-USA, our customer only need to work with head quarter in the USA for all projects with no time zone conflict. All coordination between the customers and projects in Vietnam will be handled in the USA.
Beside engineering services and supports, AIG-Tech Int’l (Vietnam) also provides:
Fabrication
Manufacturing
Assembly
Integration and final test
Machining
Sheet-metal fabrication
Mold injection
Mass production of products
Applied Innovation Group
We work continuously to improve our process and strengthen our design and manufacture ability to meet customers’ requests.
Established in 2004 at the heart of Silicon Valley, Applied Innovation Group Inc (AIG-Tech) is one of the most trusted and reliable sources for your product engineering development and manufacturing needs.
We started out as a family and friendship business. However, with the different demands of the growth of technology markets, our company has been expanding since then. We offer manufacture and services for all kinds of fields – from automobile, medical, food, and semiconductor to robotics industries. We offer total solutions for your equipment from strategic planning to complete turnkey solutions for original equipment manufacturer (OEMs) and original design manufacture (ODMs).
Customer Focus
We think of you first with intimacy and absolute commitment to your success. We work closely with you to understand your needs, and using innovative technologies to provide not only the right solutions but a long term and trusted partnership. o Customer focus
o Total support and feedback
o Absolute satisfaction
Innovation/R&D
Innovation is our essential constituent. At AIG-Tech, we partner with our clients as they enter new markets around the world. As they continuously look for pathways to become more competitive while improving profit, they call us for engineering custom turnkey automation solutions that enhance product quality, quantity, lower defect rates, eliminate waste and increase productivity.
Operation Management
We are committed to being the best-in-class on cost, quality and time-to-market. At AIG-Tech, we work continuously to improve our process and strengthen our design and manufacture ability to meet the customer needs.
o Expertise engineering
o Systematic process
o Quality process
o Proven track record
________________________________________________________________________________ Planning Commission Approval date: Hearing September 11, 2024 Page 1 of 15 Conditions of Approval for Rezoning and Variance
PLN23-00208/ 2201 Lafayette Street (APN: 224-03-087)
Project Description: Action on a Rezone from PD – Planned Development to MH – Heavy Industrial and Variance for Parking for the property located at 2201 Lafayette Street
GENERAL
G1. Permit Expiration. This Permit shall automatically be revoked and terminated if not used within two years of original grant or within the period of any authorized extension thereof. The date of granting this Permit is the date this Permit is approved by the Decision-making body and the appeal period has been exhausted. The expiration date is September 11, 2026.
G2. Conformance with Plans. Prior to the issuance of Building Permit, the development of the site and all associate improvements shall conform to the approved plans on file with the Community Development Department, Planning Division. No change to the plans will be made without prior review by the Planning Division through approval of a Minor Amendment or through an Architectural Review, at the discretion of the Director of Community Development or designee. Each change shall be identified and justified in writing.
G3. Conditions on Plans. All conditions of approval for this Permit shall be reprinted and included within the first three sheets of the building permit plan sets submitted for review and approval. At all times these conditions of approval shall be on all grading and construction plans kept on the project site.
G4. Necessary Relocation of Public Facility. If relocation of an existing public facility becomes necessary due to a conflict with the developer's new improvements, then the cost of said relocation shall be borne by the developer.
G5. Indemnify and Hold Harmless. The owner or designee agrees to defend and indemnify and hold City, its officers, agents, employees, officials and representatives free and harmless from and against any and all claims, losses, damages, attorney’s fees, injuries, costs, and liabilities from any suit for damages or for equitable or injunctive relief which is filed by a third party against the City by reason of its approval of owner or designee’s project.
G6. Code Compliance. The construction permit application drawings submitted to the Santa Clara Building Division shall include an overall California Building Code analysis; proposed use and occupancy of all spaces (CBC Ch. 3), all building heights and areas (CBC Ch. 5), all proposed types of construction (CBC Ch. 6), all proposed fire and smoke protection features, including all types of all fire rated penetrations proposed (CBC Ch. 7), all proposed interior finishes fire resistance (CBC Ch. 8), all fire protection systems proposed (CBC Ch. 9), and all means of egress proposed (CBC Ch. 10). Noncombustable exterior wall, floor, and roof finishes are strongly encouraged. a. During construction retaining a single company to install all fire related penetrations is highly recommended.
b. The grade level lobbies shall be minimum 1-hour rated all sides and above. c. All stair shafts shall be minimum 1-hour rated.
d. All elevator shafts shall be minimum 1-hour rated.
e. All trash chute shafts shall be minimum 1-hour rated. f. Recommendation: provide minimum two trash chutes; one for recyclables, one for trash, each trash chute to be routed down to a grade level trash collection room. g. Any trash rooms shall be minimum 1-hour rated all sides and above.
G7. Building Codes as Amended. See Title 15 of the Santa Clara City Code for any amendments to the California Building Codes.
G8. Reach Codes. This project is subject to the provisions of the City of Santa Clara 2022 Reach Code, effective January 2022. See Ordinance No. 2034 and/or Title 15 of the Santa Clara City Code. ________________________________________________________________________________ Planning Commission Approval date: Hearing September 11, 2024 Page 2 of 15 a. Chapter 15.36 – Energy Code for “all electric” provisions for new construction. b. Chapter 15.38 – Green Building Code for additional Electric Vehicle Charging requirements for new construction.
G9. Comply with all applicable codes, regulations, ordinances and resolutions.
COMMUNITY DEVELOPMENT – PLANNING DIVISION
DESIGN / PERFORMANCE– PRIOR TO BUILDING PERMIT ISSUANCE P1. Roof Mounted Mechanical Equipment. All roof mounted mechanical equipment shall be placed within a screened roof top enclosure depicted on the elevation drawings or located below the parapet level and shall not be visible from the ground at any distance from the building. Cross section roof drawings shall be provided at the building permit stage indicating the relative height of the screen wall or parapet.
Minimum screen height or parapet depth shall be five feet or greater to match the height of any proposed equipment.
P2. Tree Replacement (on-site). Trees permitted by the City for removal shall be replaced on-site at a ratio of _1:2_____. (SCC 12.35.090)
P3. Construction Management Plan. The owner or designee shall submit a construction management plan addressing impacts to the public during construction activities including: showing work hours, noticing of affected businesses, construction signage, noise control, storm water pollution prevention, job trailer location, contractor parking, parking enforcement, truck hauling routes, staging, concrete pours, crane lifts, scaffolding, materials storage, pedestrian safety, and traffic control. The plan shall be submitted to the Director of Community Development or designee for approval prior to issuance of demolition and building permits.
DURING CONSTRUCTION -- PRIOR TO OCCUPANCY
P4. Construction Hours. Construction activity shall be limited to the hours of 7:00 a.m. to 6:00 p.m. weekdays and 9:00 a.m. to 6:00 p.m. Saturdays for projects within 300 feet of a residential use and shall not be allowed on recognized State and Federal holidays.
P5. Construction Trash/Debris. During construction activities, the owner or designee is responsible for collection and pick-up of all trash and debris on-site and adjacent public right-of-way.
P6. Construction Parking. Off street parking is required to be available from the time of issuance of building permits until the issuance of certificate of occupancy. ENTER NUMBER HERE parking spaces shall be made available. Off-street construction parking lots are required to be maintained mud-free and dustless.
If the off-street construction parking lot is located on an unpaved surface, daily street sweeping of surrounding streets is required. (SCC 18.38.030)
P7. Landscape Water Conservation. The owner or designee shall ensure that landscaping installation meets City water conservation criteria in a manner acceptable to the Director of Community Development.
OPERATIONAL CONDITIONS
P8. Landscaping Installation & Maintenance. The owner or designee shall ensure that the landscaping installed and accepted with this project shall be maintained on the site as per the approved plans. Any alteration or modification to the landscaping shall not be permitted unless otherwise approved by the Director of Community Development.
________________________________________________________________________________ Planning Commission Approval date: Hearing September 11, 2024 Page 3 of 15
COMMUNITY DEVELOPMENT - BUILDING DIVISION
DESIGN / PERFORMANCE– PRIOR TO BUILDING PERMIT ISSUANCE BD1. Addressing. Prior to overall construction permit application, submit to the Santa Clara Building Division, 2 copies of an addressing diagram request, to be prepared by a licensed architect or engineer. The addressing diagram(s) shall include all proposed streets and all building floor plans. The addressing diagram(s) shall conform to Santa Clara City Manager Directive #5; Street Name and Building Number Changes, and Santa Clara Building Division Address Policy for Residential and Commercial Developments. The addressing diagram(s) shall indicate all unit numbers to be based off established streets, not alleys nor access-ways to garages. Allow a minimum of 10 working days for initial staff review.
Please note city staff policy that existing site addresses typically are retired. Provide digital pdf printed from design software, not scanned from printed paper sheet. a. Any building or structure that is demolished shall have its address retired and a new address/s shall be issued for the project.
BD2. Flood Zone. The construction permit application drawings submitted to the Santa Clara Building Division shall include a copy of the latest Federal Emergency Management Agency (FEMA) Flood Zone Map:
https://msc.fema.gov/portal/home. The project drawings shall indicate how the project complies with the Santa Clara Flood Damage Prevention Code.
a. FEMA Flood Zone map designations and requirements are based on the map in effect at date of Building Permit issuance.
BD3. Water Pollution Control. The construction permit application drawings submitted to the Santa Clara Building Division shall include Santa Clara Valley Urban Runoff Pollution Prevention Program Low Impact Development (LID) practices http://www.scvurppp-w2k.com/nd_wp.shtml. All projects that disturb more than one acre, or projects that are part of a larger development that in total disturbs more than one acre, shall comply with the Santa Clara Valley Urban Runoff Pollution Prevention Program Best Management Practices (BMP): http://www.scvurppp-w2k.com/construction_bmp.shtml, and shall provide a Storm Water Pollution Prevention Plan (SWPPP) by a certified Qualified SWPPP Developer (QSD). All site drainage and grading permit applications submitted to the Santa Clara Building Division shall include a city of Santa Clara "C3" data form, available on this web page:
• https://www.santaclaraca.gov/our-city/departments-g-z/public-works/environmentalprograms/stormwater-pollution-prevention and will be routed to a contract consultant for review.
BD4. Submittal Requirements. The overall project construction permit application shall include the geotechnical, architectural, structural, energy, electrical, mechanical, and plumbing drawings and calculations. Prior to the issuance of the overall project construction permit, a conditions of approval review meeting must be held in city hall, which meeting must be attended by the on-site field superintendent(s). The meeting will not be held without the attendance of the on-site field superintendent(s). The on-site grading permit shall be a separate permit application to the Building Division.
DURING CONSTRUCTION – PRIOR TO OCCUPANCY
BD5. Temporary Certificates of Occupancy. Temporary Certificates of Occupancy (TCO) will not be routinely issued and will be considered on a very limited basis only when there is a clear and compelling reason for city staff to consider a TCO. A TCO will be approved only after all applicable City staff have approved in writing; Planning, P.W./ Engineering, Fire Prev., Santa Clara Water, Silicon Valley Power, and any other applicable agencies such as the Santa Clara County Health Dept., with the Building Division being the final approval of all TCO.'s.
________________________________________________________________________________ Planning Commission Approval date: Hearing September 11, 2024 Page 4 of 15
FIRE DEPARTMENT
DESIGN / PERFORMANCE—PRIOR TO BUILDING PERMIT ISSUANCE
F1. Hazmat Clearance. Prior to any Building Permit issuance, Hazardous Materials Closure (HMCP) is required as applicable: This is a permit is issued by the Santa Clara Fire Department, Fire Prevention & Hazardous Materials Division. Hazardous materials closure plans are required for businesses that used, handled or stored hazardous materials. While required prior to closing a business this is not always done by the business owner, and therefore should be part of the developer’s due diligence. The hazardous materials closure plans demonstrate that hazardous materials which were stored, dispensed, handled or used in the facility/business are safely transported, disposed of or reused in a manner that eliminates any threat to public health and environment.
F1. Hazmat Clearance. Prior to any Building Permit Issuance, a Phase II environmental assessment is required to be submitted to CRRD for review. If hazards are present that require site mitigation, cleanup, or management of chemical contaminants in soil, soil vapor, or groundwater a separate permit from one of the regulatory agencies below will be required. The type and extent of contamination on site(s) will govern which of the regulatory agencies noted below can supervise the cleanup: Department of Toxic Substances Control (DTSC); State Water Resources Control Board; or Santa Clara County, Department of Environmental Health.
If the project intends to contract with a State or County Agency for onsite/offsite environmental remediation activities the following documentation shall be provided to the Fire Prevention & Hazardous Materials Division prior to issuance of a Building Permit for demolition or grading: Oversight agency case number; and Oversight mangers contact name, phone number.
For smaller projects that are not moving soil at all, a Phase I environmental assessment may be adequate. Please contact Assistant Fire Marshal Fred Chun at [email protected] for more information.
Prior to any Building Department Issuance, all fire department apparatus access roadways on private property are required to “be recorded” with the County of Santa Clara as Emergency Vehicle Access Easements (EVAE’s) and reviewed by the Fire Department. No other instruments will be considered as substitutions such as P.U.E, Ingress/Egress easements and/or City Right-of-Ways.
F2. Emergency Responder Radio Coverage System. Prior to Building Permit Issuance, provisions shall be made for Emergency Responder Radio Coverage System (ERRCS) equipment, including but not limited to pathway survivability in accordance with Santa Clara Emergency Responder Radio Coverage System Standard.
F3. Fire Department Access. Prior to issuance of the Building Permit, a gate permit is required to obtained.
Openings for access gates located across fire apparatus access roads shall be a minimum of 20 feet of clear width. Gates shall also be provided with a minimum unobstructed vertical clearance of 16-feet. All gates installed on designated fire department access roads must be electrically automatic powered gates.
Gates shall be provided with an emergency power or be of a fail-safe design, allowing the gate to be pushed open without the use of special knowledge or equipment. A Tomar Strobe Switch or 3M Opticom detector shall be installed to control the automatic gate(s) to allow emergency vehicles (e.g., fire, police, ems). Said device shall be mounted at a minimum height of eight to ten feet (8’ - 10’) above grade. ________________________________________________________________________________ Planning Commission Approval date: Hearing September 11, 2024 Page 5 of 15 F4. Alternative Means and Methods. Prior to any Building Permit issuance, an alternate means or methods permits to mitigate any code deficiency must be submitted and approved. Please submit this permit concurrently with the building plans. Please note specific mitigations may have been discussed during the planning process. None of these discussions are binding and can only be formally approved through submitting an AMMR permit. The AMMR permit is formally documenting that and still needs to be submitted. This project is landlocked on two sides of the building and cannot meet standard fire department access requirements. No AMMR has been agreed upon or been guaranteed to be accepted for the lack of access around the site. This project is unique due to access never being complete from a previous planning project from 2005 which required better access around this group of buildings, which were originally on one parcel before being split into multiple parcels.
F5. Hazmat Information. Prior to Building Permit Issuance, a Hazardous Materials Inventory Statement including refrigerants is required to be submitted and reviewed with the Building Permit if applicable.
DURING CONSTRUCTION – PRIOR TO OCCUPANCY
F6. Shared Fire Protection Features that Cross Property Lines. Prior to Building Permit Final, any EVAEs that cross property lines or is not located on the parcel of the building it serves shall have a CC&R legally recorded detailing who is responsible for maintenance and repair of the EVAE. Prior to Building Permit final, any fire protection equipment (including but not limited to fire service undergrounds, sprinkler piping, fire alarm equipment, fire pumps, ERRCS) that cross property lines or is shared with other buildings will be separated. For this project, a new FDC, PIV, and backflow preventer will be provided on the address side of the building (the existing FDC, backflow, and fire service underground comes from Mathews).
F7. Any road designated as a fire department access road will be recorded as an emergency vehicle access easement.
F8. Fire Protection Systems Before Occupancy. Prior to any Certificate of Occupancy Issuance (temporary or permanent), fire-life safety systems installations must be fully installed, functional, and approved.
PUBLIC WORKS DEPARTMENT - ENGINEERING
ENGINEERING
DESIGN—PRIOR TO BUILDING PERMIT ISSUANCE
E1. Site Clearance. Obtain site clearance through Public Works Department prior to issuance of Building Permit. Site clearance will require payment of applicable development fees. Other requirements may be identified for compliance during the site clearance process. Contact Public Works Department at (408) 615-3000 for further information.
E2. Easement. Obtain Council approval of a resolution ordering vacation of existing public easement(s) proposed to be abandoned, if any, through Public Works Department, and pay all appropriate fees, prior to start of construction.
E3. Subdivision Map. After City Council approval of the Tentative Map, submit the Subdivision Map, prepared by a Licensed Land Surveyor or a Registered Civil Engineer with Land Surveyor privileges to the Engineering Department. The submittal shall include a title report, closure calculations, and all appropriate fees.
________________________________________________________________________________ Planning Commission Approval date: Hearing September 11, 2024 Page 6 of 15
DURING CONSTRUCTION
E4. Encroachment Permit. All work within the public right-of-way and/or public easement, which is to be performed by the Developer/Owner, the general contractor, and all subcontractors shall be submitted within a Single Encroachment Permit to be reviewed and issued by the City Public Works Department.
Issuance of the Encroachment Permit and payment of all appropriate fees shall be completed prior to commencement of work, and all work under the permit shall be completed prior to issuance of occupancy permit.
E5. Encroachment Permit. Submit public improvement/encroachment permit plans prepared in accordance with City Public Works Department procedures which provide for the installation of public improvements directly to the Public Works Department. Plans shall be prepared by a Registered Civil Engineer and approved by the City Engineer prior to approval and recordation of final map and/or issuance of building permits.
E6. Encroachment Permit. Existing non-standard or non-ADA compliant frontage improvements shall be replaced with current City standard frontage improvements as directed by the City Engineer or his designee.
E7. Encroachment Permit. Damaged curb, gutter, and sidewalk within the public right-of-way along property’s frontage shall be repaired or replaced (to the nearest score mark) in a manner acceptable to the City Engineer or his designee. The extents of said repair or replacement within the property frontage shall be at the discretion of the City Engineer or his designee.
E8. Encroachment Permit. Existing streetlights shall be clear of proposed sidewalk, developer shall relocate as necessary.
E9. Encroachment Permit. Construct complete street frontage, with 4’ landscape strip and 5’ sidewalk, matching southern property, with transition to connect to existing frontage of northern property.
E10. Encroachment Permit. Reconstruct portion of southern property frontage to match new proposed frontage.
TRAFFIC
DURING CONSTRUCTION
TR1. Encroachment Permit. Traffic improvements must comply with the City of Santa Clara Standard Specifications for Public Works Construction
TR2. Encroachment Permit. Landscape improvements within 10 feet of a driveway must be less than 3 feet or greater than 10 feet per City Standard Detail TR-9.
TR3. Encroachment Permit. All on-site structures must be clear of Driveway and Corner Visibility Clearance Areas per City Standard Detail TR-9. The plan set shows parking spaces within the driveway and corner visibility clearance areas. Those should be removed.
TR4. Encroachment Permit. Design and construct driveway in accordance with City Standard Detail ST-8.
TR5. Building Permit. Non-residential bicycle parking shall be 2 Class I spaces and 4 Class II spaces per 2019 California Building Code 5.106.4
TR6. Building Permit. Class I and Class II bicycle parking, as defined in SCMC 18.74.075, shall be conveniently accessible from the street, within 200 feet of a building entrance and/or highly visible areas.
STREETS DIVISION
Right of Way Landscape
L.1 Applicant to plant a 24 inch-box tree in landscape strip with root barrier– keep 6 feet away from any utilities. Tree to be maintained by property owner. Tree to be hand watered – 10 gallons per week at ________________________________________________________________________________ Planning Commission Approval date: Hearing September 11, 2024 Page 7 of 15 drip line (deep watering) until tree is established. Approved trees: Scarlett Oak, Red Maple, or Crape Myrtle.
Solid Waste
DESIGN/PERFORMANCE PRIOR TO ISSUANCE OF BUILDING PERMIT SW1. Construction Waste Diversion. For projects that involve construction, demolition or renovation of 5,000 square feet or more, the applicant shall comply with City Code Section 8.25.285 and recycle or divert at least sixty five percent (65%) of materials generated for discard by the project during demolition and construction activities. No building, demolition, or site development permit shall be issued unless and until applicant has submitted a construction and demolition debris materials check-off list. Applicant shall create a Waste Management Plan and submit, for approval, a Construction and Demolition Debris Recycling Report through the City’s online tracking tool at http://santaclara.wastetracking.com/.
SW2. Authorized Service Haulers. This project is subject to the City’s Accumulation, Transportation and Disposal of Solid Waste Ordinance (Chapter 8.25 of the Municipal Codes), which requires the handling and disposal of waste by authorized service haulers. Insert the General Notes for the Construction & Demolition (C&D) Waste Management into construction plans in accordance with the City’s municipal codes prior to the issuance of a Building or Grading permit. Provide the Green Halo waste online tracking number to Building staff prior to the issuance of a demolition or building permit.
SW3. Exclusive Franchise Hauling Area. Project applicant shall contact the Public Works Department, Street Maintenance Division at (408) 615-3080 to verify if the property falls within the City’s exclusive franchise hauling area. If so, the applicant is required to use the City’s exclusive franchise hauler and rate structure for any hired debris boxes. Prior to the issuance of a Public Works clearance, the project applicant shall complete and sign the Construction and Demolition (C&D) / Waste Management Rules and Regulations Form.
DURING CONSTRUCTION OR OPERATION
SW4. Waste Generation Tracking. Applicant to track all waste generated and upload debris tags to GreenHalo for City staff review.
SW5. Zoning determines Solid Waste providers and rate structure. As planned development, the parcel is included in our Exclusive Franchise Hauling area (Serviced by Mission Trail exclusively, rates set by the City and services billed by the City). If parcel rezoned to Heavy Industrial, it would be considered part of our Non-Exclusive Franchise (NEF) area which is a semi-open market. Parcels in these areas can choose from a list of authorized NEF Haulers – see www.santaclaraca.gov/cd for list of current authorized NEF Haulers. Rate structure can vary, and the hauler bills the customer directly. Mission Trail Waste Systems is also on our NEF list, but pricing can differ between exclusive and non-exclusive zones.
PRIOR TO FINAL OF BUILDING PERMIT
SW6. Weight Tickets. Prior to obtaining a Temporary or Final Certificate of Occupancy, individual weight tickets for all materials generated for discard or reuse by the project during demolition and construction activities shall be uploaded to Green Halo and submitted for review and approval by Environmental Services. At a minimum two (2) weeks review time is required.
SILICON VALLEY POWER
GENERAL
SVP1. Applicant Design Process: available to Applicants to expedite distribution electric substructure design.
SVP2. SVP Rules and Regulations: Applicant shall comply with all applicable SVP rules, regulations, standards, guidelines, and requirements, as may be amended from time to time.
SVP3. SVP Equipment Clearances:
a. Access Doors: Ten (10) foot minimum clearance in front of equipment access doors. b. Pad Sides: Five (5) foot minimum clearance from pad on sides without access doors. ________________________________________________________________________________ Planning Commission Approval date: Hearing September 11, 2024 Page 8 of 15 c. Truck Access: Eighteen (18) foot minimum width on one side of the equipment pad for truck access.
d. Barrier pipes: (on sides accessible to vehicles)
i. Thirty (30) inches from equipment sides.
ii. Forty-Eight (48) inches in front of access doors. (use removable bollards) SVP4. SVP Conduit Clearances:
a. Longitudinal: Five (5) foot minimum between new conduits/piping and existing/proposed SVP conduits.
b. Vertical: Twelve (12) inch minimum between new conduit/pipes perpendicular to existing SVP conduits.
c. Poles/Posts: Three (3) foot six (6) inches clearance required from poles (electrolier, guy stub, service clearance, self-supporting steel, and light poles), except for riser conduits. This is reduced to a three (3) foot minimum for posts (signposts, barrier pipes, bollards, fence posts, and other similar posts).
d. Structures: Five (5) foot minimum is required from walls, footings, retaining walls, landscape planter, or similar permanent structures.
e. Subsurface Facilities: Five (5) foot minimum from new splice boxes, pull boxes, manholes, vaults, or similar subsurface facilities.
f. Fire Hydrant: Five (5) foot minimum from fire hydrant thrust block. (Extends 5 feet on either side of the hydrant in line with the radial water pipe connected to the hydrant).
SVP5. SVP Vault/Manhole Clearances:
a. Ten (10) foot minimum between adjacent Vaults or Manholes. b. Three (3) foot minimum from face of curb. (bollards required for vaults).
SVP6. SVP Guy Anchor Clearances: Five (5) foot minimum clearance is required between the center of anchor line and any excavation area.
SVP7. Tree Clearances:
a. Conduits: Five (5) foot minimum to tree root barrier or other subsurface wall or structure. b. Equipment: Five (5) foot minimum to tree root barrier. The tree canopy drip line cannot be over the SVP equipment.
c. Subsurface Facilities: Five (5) foot minimum to any electric department facilities. Any existing trees in conflict will have to be removed.
d. Easements: No trees shall be planted in SVP’s U.G.E.E or P.U.E’s. e. Transformer & Switch Placement: these devices and pads may only be located outdoors.
Clearances to buildings are defined in UG1225. All projects are to assume mineral oil fluid, unless otherwise approved by SVP.
SVP8. SVP Standards. Applicant shall comply with the following SVP standards (as may be amended or supplemented).
a. UG1000 - Installation of Underground Substructures by Developers b. UG1250 – Encroachment Permit Clearances from Electric Facilities c. UG0339 – Remote Switch Pad
d. OH1230 – Tree Clearances from Overhead Electric Lines e. SD1235 – Tree Planting Requirements Near Underground Electric Facilities f. UG1225 – Pad mounted Equipment Clearances and Protection g. UG0250 – High Density Residential Metering Requirements ________________________________________________________________________________ Planning Commission Approval date: Hearing September 11, 2024 Page 9 of 15 h. FO-1901 – Fiber Optic Splicing and Testing Methods
i. SVP Rules and Regulations – Latest Edition
SVP9. SVP Standards, Miscellaneous:
a. In the case of podium-style construction, all SVP facilities and conduit systems must be located on solid ground (aka “real dirt”) and cannot be supported on parking garage ceilings or placed on top of structures.
b. No splice boxes are allowed between the SVP utility connection point and the applicants main switch board.
c. SVP does not utilize any sub-surface (below grade) devices in its system. This includes transformers, switches, etc.
SVP10. Meter Locations:
a. For condominium or apartment, all electric meters and service disconnects shall be grouped at one location, outside of the building or in a accessible utility room. If they are townhomes or singlefamily residences, then each unit shall have its own meter, located on the structure. A double hasp locking arrangement shall be provided on the main switchboard door(s). Utility room door(s) shall have a double hasp locking arrangement or a lock box shall be provided. Utility room door(s) shall not be alarmed.
b. All interior meter rooms at ground level are to have direct, outside access through only ONE door.
Interior electric rooms must be enclosed in a dedicated electric room and cannot be in an open warehouse or office space.
SVP11. Underground Service Entrance
a. (277/480V Service or Lower) Underground service entrance conduits and conductors shall be “privately” owned, maintained, and installed per City Building Inspection Division Codes to the SVP defined utility connection point.
b. (12KV Service) SVP terminates cable on the applicant owned switchgear. c. No cross-parcel distribution is allowed. SVP service points must be within the parcels that they serve.
SVP12. Code Sections:
a. The Applicant shall provide and install electric facilities per Santa Clara City Code chapter
17.15.210.
b. Installation of underground facilities shall be in accordance with City of Santa Clara Electric Department standard UG-1000, latest version, and Santa Clara City Code chapter 17.15.050. c. The applicant shall perform, in accordance with current City standards and specifications, all trenching, backfill, resurfacing, landscaping, conduit, junction boxes, vaults, street light foundations, equipment pads and subsurface housings required for power distribution, street lighting, and signal communication systems, as required by the City in the development of frontage and on-site property. Upon completion of improvements satisfactory to the City, the Applicant will dedicate the improvement to the City subject to City’s acceptance the work. The applicant shall further install at his cost the service facilities, consisting of service wires, cables, conductors, and associated equipment necessary to connect a applicant to the electrical supply system of and by the City. After completion of the facilities installed by the Applicant, the City shall furnish and install all cable, switches, street lighting poles, luminaries, transformers, meters, and other equipment that it deems necessary for the betterment of the system per Santa Clara City Code chapter 17.15.210 (2).
________________________________________________________________________________ Planning Commission Approval date: Hearing September 11, 2024 Page 10 of 15 SVP13. Existing Facilities:
a. All existing SVP facilities, onsite or offsite, are to remain unless specifically addressed by SVP personnel in a separate document. It is the Applicants responsibility to maintain all clearances from equipment and easements. The Applicant may contact SVP outside of the PCC process for clear definitions of these clearance requirements. Applicant should not assume that SVP will be removing any existing facilities without detailed design drawings from SVP indicating potential removals. Simply indicating that SVP facilities are to be removed or relocated on conceptual plans does not imply that this action has been approved by SVP. b. Any relocation of existing electric facilities shall be at Applicants expense.
SVP14. Generators: Non-Utility Generator equipment shall not operate in parallel with the electric utility, unless approved and reviewed by the Electric Engineering Division. All switching operations shall be “OpenTransition-Mode”, unless specifically authorized by SVP Electric Engineering Division. A Generating Facility Interconnection Application must be submitted with building permit plans. Review process may take several months depending on size and type of generator. No interconnection of a generation facility with SVP is allowed without written authorization from SVP Electric Engineering Division.
DESIGN / PERFORMANCE – PRIOR TO ISSUANCE OF BUILDING PERMIT SVP1. Initial Information: Applicant shall provide a site plan showing all existing utilities, structures, easements, and trees. The applicant shall also include a detailed panel schedule showing all current and proposed electric loads.
SVP2. SVP Developers Work Drawing: Applicant shall have a developers work drawing created for the site by either an SVP estimator or through the applicant design process. All SVP standards and clearance requirements as defined in the General Section of the COA’s must be met, or variance approvals must be granted by SVP. The developers’ work drawing shall include but is not limited to: SVP substructure for primary, low voltage, streetlight, and fiber facilities. SVP facilities may extend off-site to the nearest utility connection point to tie-in with existing infrastructure as deemed necessary by SVP.
SVP3. Encroachment Permit: Prior to issuance of Building Permits, the applicant shall submit an encroachment permit application with an approved SVP Developers Work Drawing for construction of electric utilities that comply with the latest edition of SVP Standards and Rules and Regulations, Electric Notes, and Electric Standard Details and Specifications.
SVP4. Applicants Switchgear: All applicant main switchgear with SVP meters must meet EUSERC standards and be approved by SVP’s meter shop prior to ordering. Switchgear for 12KV gear must have batteries sized for 4 hours of operation, no capacitive tripping, and 2 sets of relays, CTs, & PTs for each main. All double ended switchgear with a tie breaker, must include a kirk-key interlock scheme and an SVP provided warning label for the operation of the main tiebreaker.
SVP5. AMI/Fiber Building Requirements: All projects implementing high rise metering and multi-floor infrastructure requirements shall meet the requirements outlined in UG 0250 & FO1901.
DURING CONSTRUCTION – PRIOR TO OCCUPANCY
SVP6. Easements: Prior to the City’s issuance of Building or Grading Permits, the applicant shall provide a dedicated underground electric utility easement (U.G.E.E) around the electric onsite facilities (Not a P.U.E). The electric utility easement shall be a minimum of 10 feet wide around conduit and 5’ minimum around equipment and vault/manhole pads. Additionally, the applicant shall submit plans defining existing easements so Electric Division can verify if there are any conflicts with new proposed easements or improvements. The Applicant shall grant to the City, without cost, all easements and/or right of way necessary for serving the property of the Applicant and for the installation of utilities (Santa Clara City Code chapter 17.15.110).
SVP7. Coordination Study: For any services taken at 12KV, a coordination study will need to be conducted by the applicant prior to energizing the service.
________________________________________________________________________________ Planning Commission Approval date: Hearing September 11, 2024 Page 11 of 15 SVP8. Applicants Switchgear: Applicants’ switchgear will be inspected on site by SVP to ensure compliance with approved switchgear drawings. Electric meters and main disconnects shall be installed per Silicon Valley Power Standard MS-G7, Rev. 2.
SVP9. Electric Facilities: Prior to the City's issuance of Occupancy, the applicant shall construct all electric utilities per the approved SVP Developers Work Drawing. SVP will inspect all electric utility installations and all other improvements encroaching on electric facilities.
SVP10. Municipal Fees: Prior to electric service energization, all applicable fees per the City of Santa Clara’s Municipal Fee Schedule shall be paid by the applicant.
SVP11. Costs & Expenses: Unless expressly stated otherwise or covered by a fee to be paid by the applicant, applicant shall be responsible for all costs and expenses associated with fulfilling these conditions of approval.
OPERATIONAL CONDITIONS – AFTER OCCUPANCY
SVP12. Access: SVP will require 24-hour unobstructed access to all SVP equipment which includes: manholes, transformers, vaults, switches, meters, indoor electrical rooms with SVP owned equipment etc.
WATER & SEWER DEPARTMENT
DESIGN / PERFORMANCE -- PRIOR TO ISSUANCE OF BUILDING PERMIT W1. Fire Service. The applicant shall install a new fire service and RPDA device connecting to the existing main on Lafayette. The size of the fire service shall be finalized during the permitting process. The service shall not be installed prior to Fire Department approval.
W2. Encroachment Permit. Prior to issuance of Building Permits, the applicant shall submit an encroachment permit application and design plans for construction of water utilities that comply with the latest edition of the Water & Sewer Utilities Water Service and Use Rules and Regulations, Water System Notes, and Water Standard Details and Specifications. In addition, prior to the City's issuance of Occupancy, the applicant shall construct all public water utilities per the approved plans. The Water & Sewer Utilities will inspect all public water utility installations and all other improvements encroaching public water utilities.
W3. Utility Design Plans. Utility Design Plans shall indicate the pipe material and the size of existing water, recycled water and sewer main(s). The plans shall show the nearest existing fire hydrant and the two nearest existing water main line gate valves near the project area. The plans shall show meter and backflow configurations to scale and per City of Santa Clara Water & Sewer Utilities Standard Details.
Note that all new water meters and backflow prevention devices shall be located behind the sidewalk in a landscape area. Fire hydrants should be located two feet behind monolithic sidewalk if sidewalk is present; two feet behind face of curb if no sidewalk is present, per City Std Detail 18. The plans shall provide the profile section details for utilities crossing water, sewer, or recycled water mains to ensure a 12” minimum vertical clearance is maintained.
W4. Utility Separations. Applicant shall adhere to and provide a note indicating that all horizontal and vertical clearances comply with State and local regulations. The applicant shall maintain a minimum 12” of vertical clearance at water service crossing with other utilities, and all required minimum horizontal clearances from water services: 10' from sanitary sewer utilities, 10’ from recycled water utilities, 8' from storm drain utilities, 5' from fire and other water utilities, 3' from abandoned water services, 5' from gas and electric utilities, and 5’ from the edge of the propose or existing driveway. For sanitary sewer, water, and recycled water utilities, the applicant shall maintain a minimum horizontal clearance of 10' from existing and proposed trees. If applicant installs tree root barriers, clearance from tree reduces to 5' (clearance must be from the edge of tree root barrier to edge of water facilities). No structures (fencing, foundation, biofiltration swales, etc.) allowed over sanitary sewer, potable water and/or recycled water utilities and easements.
W5. Separate Services. Applicant shall submit plans showing proposed water, recycled water, sanitary sewer, and fire services connected to a public main in the public right-of-way to the satisfaction of the Director of Water & Sewer Utilities. Different types of water and recycled water use (domestic, irrigation, ________________________________________________________________________________ Planning Commission Approval date: Hearing September 11, 2024 Page 12 of 15 fire) shall be served by separate water services, each separately tapped at the water main. Tapping on existing fire service line(s) is prohibited. Approved backflow prevention device(s) are required on all potable water services.
W6. City Standard Meters and Backflows. All proposed meters and backflows for all water services shall meet the current City of Santa Clara Water & Sewer Utilities Standard Details. Plans shall show meter and backflow configurations to scale.
W7. Existing Services. The applicant must indicate the disposition of all existing water and sewer services and mains on the plans. If the existing services will not be used, then the applicant shall properly abandon these services to the main per Water & Sewer Utilities standards and install a new service to accommodate the water needs of the project. The applicant shall bear the cost of any relocation or abandonment of existing Water Department facilities required for project construction to the satisfaction of the Director of Water and Sewer Utilities.
W8. On-Site Storm Drain Treatment. Prior to issuance of Building Permit, the applicant shall submit plans showing any onsite storm water treatment system. The plan shall include a section detail of the treatment system. No water, sewer, or recycled water facilities shall be located within 5-feet of any storm water treatment system.
W9. Water Usage. Prior to the issuance of Building Permits, the applicant shall provide documentation of water usage so the Water Division can verify the appropriate size of all proposed water meters. Please note that if the existing water services are incapable of supplying the water needs to the site, the existing services shall be abandoned, and new separate dedicated water services shall be provided for each use (domestic and irrigation).
W10. Landscaping. All the landscaping for the project shall comply with the California Water Conservation in Landscaping Act, Government Code Section 65591 et. seq. All plants shall be either California native or non-invasive, low water-using or moderate water-using plants. High water-using plants and nonfunctional turf are prohibited.
W11. Water Features. Prior to issuance of Building Permits, the applicant shall submit plan details for all water features (including but not limited to fountains and ponds) designed to include provisions for operating the system without City potable water supply and capable of being physically disconnected from source of potable water supply during City declared water conservation periods, to the satisfaction of the Director of the Water & Sewer Utilities. Decorative water features may be permanently connected to the City’s recycled water supply.
W12. Easements. Prior to City’s issuance of Building or Grading Permits, the applicant shall provide a dedicated water utility easement around the backflow prevention device onsite. The water utility easement for the water services and all other public water appurtenances shall be a minimum 15 feet wide and be adjacent to the public right-of-way without overlapping any public utility easement.
Additionally, the applicant shall submit plans defining existing easements so Water Division can verify if there are any conflicts with proposed easements and water utilities.
W13. Underground Fire Permit. Prior to issuance of Building Permits, applicant shall submit an underground fire permit unless otherwise waived by the Fire Department. If fire flow information is needed, applicant shall coordinate with Water and Sewer Utilities Department, for fire flow information at (408)615-2000. A dedicated fire service line, with an approved backflow prevention device, shall be used for on-site fire hydrants. Fire service lines required for commercial and industrial use shall be sized appropriately per fire flow demand and code requirements.
DURING CONSTRUCTION
W14. City Standard Meters and Backflow Installation. No meters or backflows shall be installed prior to establishment of water service account with the Municipal Services Division of the Finance Department.
The applicant shall provide a copy of the account information to the Water and Sewer Utilities Department Inspector and Meter Shop prior to installation of any meter or backflow. All meters and backflows ________________________________________________________________________________ Planning Commission Approval date: Hearing September 11, 2024 Page 13 of 15 approved for installation shall be tested prior to use. Water service connections shall not be used prior to authorization by the Water and Sewer Utilities inspector.
W15. Construction Water. This project shall use recycled water for all construction water needs for onsite and offsite construction.
W16. Water Shortage Response Actions. Pursuant to the City of Santa Clara’s Urban Water Management Plan, during times of drought or water shortage, the City implements water shortage response actions in accordance with the level of water shortage declared. All construction activities and all new irrigation connections are subject to the Water Shortage Response Actions in effect at the time of construction and connection of the irrigation service.
Water Shortage Response Actions for Stage 2 and higher include water use restrictions that limit the use of potable water such as:
a. prohibiting the installation of new potable water irrigation services. new irrigation connections, construction, and dust control.
b. restrict the use of potable water used for construction and dust control if recycled water is available.
This project is subject to all the requirements and restrictions of the Water Shortage Response Actions in place or adopted during the duration of the project. For more information, visit the City of Santa Clara Water & Sewer Utilities website at www.santaclaraca.gov/waterconservation.
PRIOR TO FINAL OF BUILDING PERMIT
W17. Record Drawings. Upon completion of construction and prior to the City’s issuance of a Certificate of Occupancy, the applicant shall provide "as-built" drawings of the public water utility infrastructure prepared by a registered civil engineer to the satisfaction of the Director of Water & Sewer Utilities Department.
W18. Conditional Releases. The applicant shall comply with all the requirements of any building permit conditional release requirements.
POST FINAL OF BUILDING PERMIT
W19. Additional Non-domestic Water Use. Although the Heavy Industrial Land Use allow for more intensive manufacturing than this project had proposed, no additional use of water on this site is permitted without prior approval of the Water and Sewer Utilities Department. Any tenant improvements that propose an expansion of existing water use or introduces additional nondomestic water use shall be required to use Recycled Water and convert any existing nondomestic water use to Recycled Water. These conditions shall be applied to subsequent permits for the site.
W20. Recycled Water Use. Pursuant to Chapter 13.15, Water, Article IV. Regulation of Recycled Water Service and Use, of the Municipal Code, the project is required to use recycled water for all non-potable uses where recycled water is made available and where provided for by Recycled Water regulations.
This project is required to extend and connect to the City’s existing Recycled Water System.
W21. Onsite Recycled Water Review. The applicant shall submit all completed SBWR Proposed Use Request Applications to the Compliance Division of Water and Sewer Utilities at [email protected] for review and approval. All on-site recycled water plans shall be reviewed, approved, and signed by the City of Santa Clara, SBWR, and Department of Drinking Water. All three entities must individually review and approve a plan set for Final Approval. Contact the Compliance Division of Water and Sewer Utilities via email or by phone at (408) 615-2002 for more information.
W22. Recycled Water Design. Each Recycled Water land use (irrigation, dual-plumbing, cooling system, industrial processes, etc.) shall have a separate metered service connection to the main. Applicant shall ________________________________________________________________________________ Planning Commission Approval date: Hearing September 11, 2024 Page 14 of 15 verify separations between all potable/fire lines and recycled water lines, pipe type, pipe depths, equipment types, warning lids, tags and signs.
W23. On-site Recycled Water Construction. Construction and installation of all on-site recycled water system equipment shall not begin until the Compliance Division of Water and Sewer Utilities has approved the on-site recycled water design. Please note on-site designs are generally not the same as the Building Permit plans. On-site recycled water plans require SBWR and California State Water Resources Control Board, Division of Drinking Water signatures for final approval.
W24. On-site Recycled Water Inspection. Inspections are required at all on-site recycled water systems being installed prior to backfilling trenches or cover in walls and ceilings. Request a recycled water inspection by email [email protected] or call (408) 615-2002. Please provide the site location, SBWR project ID, and date and time preferences. These inspections are in addition to the Building Permit inspections.
W25. Onsite Recycled Water Compliance. An active onsite recycled water system is a regulated system that must continuously be in compliance with all State, SBWR and City code requirements and regulations. If this site receives recycled water in the future, the site shall always maintain a certified Site Supervisor and prevent any cross-connections from occurring between the onsite regulated RW system and the other plumbing systems, especially the domestic water system. The Site Supervisor for this site shall work with to the Compliance Division of Water and Sewer Utilities to remain in compliance and report any changes to the regulated system.
KEY:
G = General
P = Planning Division
BD = Building Division
H = Housing & Community Services Division
F = Fire Department
PR = Parks & Recreation Department
PD = Police Department
E = Engineering Division
Streets Division (Landscape, Solid Waste, and Stormwater) L = Landscape
SW = Solid Waste
ST = Stormwater
SVP = Silicon Valley Power
W = Water & Sewer Department
________________________________________________________________________________ Planning Commission Approval date: Hearing September 11, 2024 Page 15 of 15
ACKNOWLEDGEMENT AND ACCEPTANCE OF CONDITIONS OF APPROVAL Permittee/Property Owner
The undersigned agrees to each condition of approval and acknowledges and hereby agrees to use the project property on the terms and conditions set forth in this permit.
Signature: _________________________________________________ Printed Name: _________________________________________________ Relationship to Property: _________________________________________________ Date: _________________________________________________ Pursuant to Santa Clara City Code 18.128.100, the applicant shall return this document to the Department, properly signed and dated, within 30-days following the date of the Acknowledgement.
PLN23-00208/ 2201 Lafayette Street (APN: 224-03-087)
Project Description: Action on a Rezone from PD – Planned Development to MH – Heavy Industrial and Variance for Parking for the property located at 2201 Lafayette St.
Approved Site Plan from 2005
Project Site
10 Parking
spaces on Parcel
3 for Parcel 2
.J
INDUSTRIAL BUILDING RE-ZONING
PROJECT TEAM
CLWm
Mrs. CINDY CHENG
1975 HAMILTON AVE, STE 29
SAN JOSE, CA 95125
AIICIIITltC'I',
IDA, INC.
JOHN HA, AJA
510 LAWRENCE EXP. #105
SUNNYVALE, CA 94086
TEL: (408) 245-8991
FAX: (408) 245-0711
DUIGNElb
IDA, INC.
YEON JOO SHIN
510 LAWRENCE EXP. #105
SUNNYVALE, CA 94086
TEL: (408) 245-8991
FAX: (408) 245-0711
ABBREVIATION
..
:r,•
Centerline
!;!iometer or Round (ound ,;,r Number
R~\~~?ed
, ..
Fl1:1 sh1no Flu,;,rescent
F1:1ceofConcrete F1:1ceo/Finiah
F1:1ceofSluda
Fireproof
f~t 51JeFeet
~ii
H1:1se Bibb H1:1ll1:1wCore
HollowMetol
~~~=~
Horizonlol
Hour
Hei9hl
Inside Diomeier (Dim.) lnCQndes~nt
lnlorm1:1tion
l~f,;!!;~t;on
lnlermedi1:1te
HEAVY INDUSTRIAL RE-ZONING
2201 LAFAYETTE ST. SANTA CLARA, CA 95051
DRAWING INDEX
PARCEL MAP
er{DIM.)
P1:1inl
PoW<lerAct~oted Des-ice
~f!t~C<lsl
Plostlc Lominote ~?d
Point
PoperTowel Qjspeoser Combln1:1tion P1:1per Towel Dis~naerac Receptacle P1:1rtition PoperTowel Reptocle
V.C.T.
~-
[,s,DJ
'iL_ _f
I ,·.a
\ @
i
\
\
~---\
~.,",t!C<lqomposition Tile
Vestlbule Verify infield
1§'§1
SYMBOL
WORK POINT, DATUM POINT
ORCON'TROLPOINT
ELEVATION IDENTIFIC,,,TION
SHEET WHERE ELEVATION IS DRAWN
SECTION IDENTIFICATION
SHEET WHERE SECTION IS DRAWN
DETAIL IDENTIFlC,,,TlON
SHEET WHERE DETAIL IS DRAWN
INlERIORELEVATlONIDENTlFICATION
SHEET WHCRC INTERIOR ELEVATION IS DRAWN.
~"' w FLOORSCHEOOLE ""'·
- ------,__ e,,se: SCHEDULE I ----,__ CEILING SCHEDULE WALi.SCHEDULE
FIRE DEPARTMENT NOTES
FflllEOEPARTMENTlt;)TE&,
L FIIIIE !f'lltNQ..EPl 6T&1EM 6i-lAU. eE 6Ul!!IMITTE0 A6 A C>EFElll'IED 6Ul!!IMITTAL
2. FIFiE~6T61EMl6EXl6Tf,t;,AD.U61rENTTOeEDE$1GN•eull.Te T ~OR o:::NTR4CTOR 16 ~lele TO eueMIT DE$1GN-eUILT ~()!ET&) AND Aff'L TA P'E'IMITTOTl-EMNTACLARACC\NTTFflllEC>ef'Al'ffl'IEMTFOIIIIAl'f'IIIOVAl...l!!IEl'Ol'IE AL~TIE8T6TEM.C.ALL/""9/)l&,,<IC'IOFOR~ ~TIGN.
3. ILl-&ITl-EFIFiE&PRN:J.£R8T&1EMl&Al...~A'1COIFIEDAHDI-IA&2rZIORMCH !f'Rll«I..EM,a...t.VALVE&CCt(fR,t_LIHGfl-EUIATEl'l~YTOTMEFllllE~H<I.Elll 6Y6"tEN 6i-lAU. eE El.Ec;!RICALL Y etftRV(e,a;, eY A Ll61:D FflllE ~ ca,l1R;lL \I\IT. CFG~3-". .f. Tl-ElEN,,!NT6i-lAU.CCNTACTTl-E6,,INTAQ.AIII.ACO.NTYFIIIIEC>ef'Alffl1ENTl!!IUfl:EAUCf' FIFiE~VENTIGtlAT/-'CI0))1&-.... TOAPPLYAeeel"el.Y~.
~. FTl-EeLIILDIHGl&EGJJIPPEDu.m4AFIIEALAR"!6Y81EM.Tl-EllOCt)tooc;r8T&1EM 6I-IAI..I. eE CON'ECTEI TO THE FllllE AlA'l'1 6T6TEM CCNTIIIOI. ~NEL FIFiEEXTN:,UleMERNOTES.
t THEMNll'U'181ZECf'Tl-EFflllEEXTIIGlil&I-IER6i-lAU.ee2,AolrZl-ec.l'ICUITEDAT•,.• to '8' AIF. a...t.l"ORTICN6Cf'Tl-El!U:l.OIH06MAU..eEWITHIH'l!FEETCf'AFflllEEXTIHGoU;!l-£llt f'liOVIDE "K' a.Ae6Fli.E EXTN:,Ul&lei: WITJ.IN3DFEET Cf'COQ(JNG H'>'OI.Vlt;i \-£6ETAel.E OR ANNAi. OIL AHDFAT&f8UCMA60EEPFAT~). A8l"EA&IJle) ~ AN !NOe&Tl'IIJCT:D ~An.I Cf' TIUVEL l'ff'A ~. Pl.2.
-4. == ~Ael.E:Fii.EEXTNl':,U~6i-lAU.£1Ef'liOVIDED~EVE~~FEETCf'IRAVEJ.
WI~ ~~!IZE Cf' Tl-E EXT11t1,U161--P &l4ALL £IE 2-A.IIMIC, H a...t. COl!'ITRICTICtt611E&f'116T COM"LT 11.ffl.1 N'l"'I.ICAl!ll.E f'R:)Vl51Ct16Cf' THE CFGo.lAl"TEJII:» MOSCC1'D'&5PEFICATIQll61·1·cetl61RICTICtlFIFiE8AFETY.
FllllE DEl"AIIITNENT AC.c.E66 TO TME 61'1E, Tl-E 9JILDIHG, A/'O TO a...t. FllllE l"AOTECTICN 6Y61E'16 8MAL.LeEl'IAHtAINEDATa...t.Tll'E6,HACCGRIANCEWITJ.ICFG~5.
AHT TME TME FIIIIE 6l"l'tll'«L.E &T&TEM 15 t'PAIIIIEO, A FflllE II/ATQ.1 16 TO eE l"'IIIOIIIC>ED. Tic 8T&TEM 16 TO ee r,c,:;,,:;,eo, AHD A COFiFiE6F'c:NOHG M'>AI~ ~ I& TO ee l"R'YIDED '°" n.e ll'PAl"1!H'I TO TI-e Plfll:! ~ 6T&te1, H ~4'a UITJ.1 Cl'C ~ 9.
ALTER THE FR ~8Y&TEN A6t£EDEO 0IE TOTEWCCN&T1'II.ICTIOH.~CFG~I AHD 9. t4ffltT 5MOI" ~()!Et&! #'IO A l"'EffllT APPLICATICtl TO Tl-E 6,!NTA Cl.ARA ca.Nn'FllllEDEl"AIIITNENTFOllll~liJ...eEFOIIIEALTEl'lN6THE6T6TEM.CAU./"'9J),._.,..
FOR MCM' IN'OR'1A.TIQ-l ti:Z1I.. THE "allLDIHO OEPAR11'£NT ~IT~ TJ.IAT TOTJ.116l"ll04CT$1ALLMl"l'OVIOE>Ctl.TM!6Y6m161-l019~TOMel.eMITTEll'Olt ..,,.. a...L l'lt<IR& 6MAU.. ~TM!~~ Of Cl'C ANO c:ec ~ e,
EGF£&8 LIG,M"tlHG 8MALL NOT ee DlTTED OR CCNfA::;ILLED, -""O 6MALL F'AOV1DE TME HNnn I =~ATTM!lll<ILKIMGeu,.JIAC!l'Olta...L~l"ATl--16, H ~.o!NCl!u,mJCl'C ~~~~'°'
~!l.8'1ITTAL.H01E8:
• ~lle'lll6i-lAU.!le~TOTl-l!t:>UIGNl"llC1'!!eela-ALH~
CIMA:.EUJ.IO 6MAU.. IIIEVIEILITIEM AHD ~ TIEMTO TME!llilLDIHGo CA'ICIAL 11.ffl.1 A NOTATIGIIIHDICAnttiTJ.IATTMED~&.JeMITTAI...DCXlJ'elT&J.IA\IEeE&l~-""O ~ H GEHEM...~TOTI--EDE&IGNC/ffl.E!!UILDIHGWITI-IC\ITNff TI-E
~
~ et.eMITTAI... ITEM6 8MALL NOT f!E N&fALLED INTIL Tl-E ~I.ONO Gft'IClliJ... I-IA& TI-EIR DESIGN AHD 61.&'11TTAL COOJ'ENT6
AI...TERTI-E ~ 6YbTEM A&NEErlEC eY t£11J~AR11~ #ID CEIL~$Jel'1Tel-l0f' ~)&ET&/AHDAP'El'IMITAf'l"I.ICATIONT0&,1,NTAQ.AIII.AFIREDEl"Al'tTl"ENTFO!'t Al"f'R'.7VAl.eEFGM:ALTERl'ts1J.IE6Y6TEN.
TABULATION
224-0J-087
224-0J-086
(E)ZONING:
(N)ZONING:
PP PIANNEP PFYflOPMFNT
MH- HEAIQ'. ND\ISIBIAI
BUILDING CONSTRUCTION TYPE: ""' • OCCUPANCY GROUP:
PROPOSED USE: HEAVY INDUSTRIAL
SITE AREA:
EXISTING BUILDING AREA:
PARKING ANALYSIS:
STANDARD PARKING:
ACCESSIBLE PARKING:
TOTAL.PARKING:
=:Illlli
=:Illlli
ElOfillllii
BUILDING SETBACK:
FRONT: =:Illlli
=:Illlli
=:Illlli
=:Illlli
CORNER SIDE:
SIDE:
fill
CA BUILDING CODE
CA FIRE CODE
CA ELECTRICAL CODE
CA MECI-WIICAL CODE
CA PLUMBING CODE
CA RESIDENTlAL CODE
GENERAL NOTES
BY DCEOJTIHO o:::NTAAO&, COMlRACTOR AHD ~GM ~5ENTTJ.IATTMEYJ.IAVE, A V161TEDTI-E611t:AHDIT&~t,.:;AHDMADED'J:
AL.L.Ol,WQ8FORDIFFICl.LTIE&-""O~IE8.
I!. C-OMP'JIIEl~WITJ.IEXl5TIN5oCON)ma.16A/'OIN'Ol'l"ED
n.t:M&EL\IE&Cf'CCNDITICN6 TOeE ~ . tlel.ll:lll,t;,
~eYOIJ.IEA&,FAIIT,eEll,t;,~;1/C
C.HOTFIEDT1-ENl:O-ITECTaAM!!IIGUITIE6,HXN616TENCIE6, -""0 ~TJ.IEYI-IAVEDl~um!INDl'Allllti60llteE"TU.t:al
8CCf'E <!ND EXl&TIHO CCNDITIGtl&.
FAILJlllil: TO VISIT Tl-E &ITT: AHD eECc::t1: FAMILIAi'!: IIITJ.I CCNDITIQI& 6MALLNOTl"1EJ.IE\IECGNl"R400RORA~OR~
FIJR,ll!IMMll l'IATBtlAl.8 OlltCCl"FI..E'TIHG TI-E l,t:'l'IC:: N ~ANCE UJTJ.11"1..AN& At(;I OTI-EfltCGWl1'ACT POCll"a(1'5 ATNO AODITIGtUl "°''· ca,;,'fl!ACTC/ftOlll:~Olll:WIU.NOTeEGr,gtEXflU
PATl'ENT FOR~ 1-ELAT:D TO CCNDITIQI& TJ.IEY C,IIH DETE!NNE 8YEXAMltiN5Tl-E61TE-""OP'1..,1,N&AXDOTI-Eflt~ """""" ca,mucrOllil Oft ~Olli! Will. HOT f!E Gr,gt EXT1U l"AT11ENTFOlllWOA( JIIEI..AT:D TOAM!IGWT!E&, tlCOl816TEHC!E60R ~UITJ.INc:GWTWICT~.OReeTII.EENCOMlRACT
DOOJ'1EKT8 A/'O Ex:6TN:il CCN:ltTIOH&, UJ.EH 8UCM AMelGUIT!E&. t.ec:N516TENCIE6,0RBlll'IIOl'tAll!Etc:HCUITOCCNl'lllACTO!llOIII:
~1Rt.CIOR eEFOFiE CCKTRlC DCEOJTIGtl LM.E&8 ca,mucyC/ft Oft ~Oft 1-W NOTFIED TME OI.HBlt H ILIIUTlHG Cf' 811CM CONDITICNl!!IEl'Ol'IE DCEOJTICN Cf' .ll6IIIEEMENT flElllEENOI.NERANOCGN!RtGTOR
CCNTIIIACTOR 8MALL ACC.£IDT TME 6l'IE ANO TME EXl&TIMl:li ~ttl, H THE CCNDITIGN& N Ul,IICM TJ.IEY EXIST AT TJ.IE TME CCNi'IUCTOllt 15 GIVEN ACCE65 TO i,£6IH THE WOIIIK.
D,!1'1,116£ CAJeED eY~OR TOEXISTING 81RICTUFE8, ;IIC
W:';li;,< e1" onEpt, 6i-lAU. eE Je>All'<tD eY CGt(TIIU(;tOR AHD LEFT N A8 GOOD CCNDITIC:tl$ A8 EXl&TIHO eeFOFiE Tl-ED~ LHI.Ee& &UCI--IEXl6Tl'GWOA( 16 61--iOJN TOeE 111:EMO-.ec>Ollt~ e1" --COM"LETEDOCLl"BITATIGNCf'EXl6TIHOCa.16TRICTICNl6HOT
AVAII.Ael.E Dll"al&letl&, LATO.It, EXl&TtlG MATEFilAl.6, MC caaAL£D COIDma.tS I-IAVE NOT MECE&8,l,AILY£1EEM \IEAFIED AHD N'IEANOTl'IEP'!IIE8EXTEDTOeE~TEl!EYOHDTIELE'>'EL
1'£Cc86ART TO DEFl!E Ill:: ~NATE 8COPE Cf' etJllif'ACc i.ENOY.4Tla.lANO 6T&TEl'1FiEPLAC8'e(t.
VICINITY MAP
PROJECT DESCRIPTION
THISPROJECTISRE- ZONIHGTHEEXISTINGPDPLANNED
DEVELOPMENT ZONING TO MH HEAVY INOUSTRIAL ZONING.
THIS PROPOSAL. Will. REQUIRE A VARIANCE PER THE FOU.OWIHG:
A. THE PARCEL DOES NOT MEET THE MINIMUM LOT WIOTH OF 100 FT (SECTION 18.50.060) 8. THE SET8'CK REQUIREMENTS FOR THE HEAVY INDUSTRIAL ZONE (SECTI0NS18.50.080,18.50.090,18.50.100).
C. THE PROJECT SITE Will. NOT BE ABLE TO ACCOMMODATE THE REQUIRED 18 PARKING SPACES ANO A VARIANCE WOULD BE
REQUIRED. THERE IS HOT ENOUGH SPACE FOR ANT PARKING TO
THE FRONT OF Tl-IE SITE. THE 1-V.NDICAPPED PARKING SPACE SHOULD BE RELOCATED TO THE REAR l't"EDIATEl.Y .F'Ctl. EM1£At(; 1J.IE 61TEFOFI.~ Cf' ee:;,NIIIHO ut:)111(..l.OCATEGEHElt,l,l.~P'OIHT&AIClAYOJtWOlll<.AIC el:~"'-EFO!li: Lt-E&, EU:VATIGl/l-""O~.AHD
P'IIIECA/JTIOH6TOVEl'tl'TFIGUIIE6e+-ICW'ICNP'!...,o!N&l!!IEfOlll:ELAY~ ~E)(ECIJTED LNDEF! TJ.11&~. ~l&E ~
""""'-
COHT!ltACTOIII: AND EA0--1 ~Ol't l!!IEfOlll:E 8TAl'l:Tt-tll UJOIIII(. 61,LAL.lVEJIFr60VEIIJ,ttloDNEH5IGI/IATTl-E&ITENCI..UDttlo EI.EVAT~;1ND6MAU..EXAMINEADJOIHIHO~Ctl.lll,IICM
COHT!ltACTOlt"80R~O!ll:'8WOA(J#IE. N ANT WAT
DEf'!:HC>ENt. NO"EXtJltA'OllilACDITIGN.Al.c.cNl"EN6,ATIGNILlU.eE AI.LOIEDCNACCO.l'lTCf'DFFEl'iENCc&eE111EENACIUAL
MEASUIIE"EKT8 ;,,t, DMEN&ICN5 6MC\I.H. IMll!MITDFFEIIIENCE8 Dl~Dllffl+jfl-EILt:ll'll(TOTIEait-El'tl'Olt~ATICN
eEFGR PAOCEEDll,t;, Un.I A880CIATED ~
NOGIJAIII.AHTI:E Cf'CWI..ITT Cf'ca.&TIIUCTICN.16t11"LIEDOIII:
HTEt()EDBYTl-EAR;MITT:CI\RlllDOCU'ENr&, ;1/CTJ.IE
COHT!ltACTOlll:6MAI...LA!fllt'EFU.L~elLITTl'OltNn-Olll:Al.l.
Cetl&TIIUCTICNDEFICIEMCIE&.
TI-E~ COKTll!ACTOl't:6MAl...lHOLDWllll"I..E58,N:'IEl"NFI' NCI CEFEHD TME AIIIQ.IITT:Cf& A/'O M"& cetl8U.TA'(l6FIIIIOH ANT ACTICN NITIATED eY 1lE NmAL. CWE,o;i OR ANT eue&eQ.ENT ~ FOR
COH&TRICTICN DEFICIEMCIE&, MODFICATIOH& Ollt 6UCI--I CCN:lll'IOH& 111,1-:CM HAY eE l!EYCND THE CONTAOL Cf' Tl-E AIIIQ.ITECT6.
AU. WOIIIK 6i-lAU. COM"L l" Win.I Al"l"llCAa.E CODE& AND T1talOE 6tAHDAIII08 Ul,IICl,I GOVEIIIN £ACM f"I.IA6E Cf' IIO!IIK. NCI.L0NG euT NOT Ll"'ll"IED 10, CAL.FOR<IIA E!OILDttlo GODE l cec!, CAl.~A M!Ci-W\ICAL~/CMC!, CAL.l'OIINIA~CAl.~IC!C!,
CALIFO!IIHlA l"LI.119Hl:li COOE /Cl"CJ, ;1/C a...t. Al"l"LICA&E LOCAL CGOE6a,(;ILE616LATICN. a...t. l"l.el...lC ~ 61-Uil eE MACE 1H ~AHCE Win.I
Tl-E LATE6t ADOPTED CITT 8TAHD-'R:'8. TJ.IE &TORN::. Cf'GOOD& A/'O l'IATEFilAl.6 Ct! SIDEU.AIJ( AHDA:lF! &11-a1 ILlU. NOT eE AU.Q!ED IN.Ee& Tl-E CCN.1RACTOR I-IA& APPLIED AHD 8EOHD A SPECIAL P"EIIIMITUl,IICl--la.J.Ol.l&UCM&TOIIFAQETOeEA..ACED.
TMl661"ACEAHDa...t.WO!IKl"'IIIIOl"08E09Yfl.ll&Jl'Elll"'IITWIU.eEN FU.L ccna,.1..1.HC:: Win.I CAI.Feff,UA ACCce& FiEGJJIREl"8il"6, cec 2e,1t,, C,
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TITLE
SCAL.E DRAWN
A8 $l,IOJ,N .>MIT&
A-0
Construction Best Management Practices (BMPs)
Materials, Waste, and Sediment Management
Construction E.ntranccs Hnd Perimt.>te r
U r-.~lilbli~l1 1md 11mi11 h1i11 1,.,1lC4.:1iv-.: r1i.:ri1rn.:t..'f· cunlrul~. um! ~h1bili1.: ;1II crn1~lnx.:lio11 <;"lllrilllC<;'S and <;"Xil:i lo sulfidenlly curmul dOSiun. sedim<;"lll Uischargi:s i!Oll tracking ofse-:liment oHS.ite
U Sweep or vacuum immediately any trackin_g of sediment offsitc and secure scdimCTlt source 10 pn::vi;.'T1l r11nhcr tracking. t\cv,-r hose d-ov.-11 sLrcCt'> or :i,iilew;tlk:).
.:'\"uo-Huanlo us M1tforh1ls 11ml Ou st Control
U Benn and cover ~tockpiki. of sand, dirt or other constmction material with tarrs when rain is forcca:~1 or when they ar~· not in use. Weigh down lllld s~-curc t.'lrps for wind protection.
U Keep materi als off the ground (e.g., store bagged material;. on wood pall etc-,, store loose materials on tarp:ii 1101 pavement, ck.).
0 Use captured V>'atcr from other activities (e.g., tc:i:ting fir..: lines) for dust control. 0 Emure dust conrml \Yater dne-~n't leave site- or di!'.charge to stmm drains. ()nly u'«.' enough to control dust. Cmituln trnd dispo~c oJ' cxcc,.s water proper!)·· Ha7ardons ,-1nrerials
□ L,bel all hazardous material~ and hazardom waste~ (such a~ peMicide~. paints., thinner.., solvems, fuel, oil. and :.etn1ifrcc7.C) in ric.::ordanc.c with Ciry, County. State ,111d .. t!d;.:;Ti11 ~c•1l,1tiu11').
0 Store hazardous materials am1 wastes in walt!night containers. store in appropri:ite scco1Klary containment, and cover them 111 the end of every workday. dul'ing wel wcrt1hcrM when min is forec11s1.
D h.1llov.' m;mul':.u:wrcr\,. ;1pplicatio11 in')\ruc~ivns for hw.,mJ0l15 mal).>Ji,1is, <tnd do not me more than necessary. Do not apply chemicals outdoors when min i~ forecast within 24 lKmrs.
D Atn1.ngc for appropriate disrosal ofall ha:-ardo11.<i wa..-;.tc.;:. Ha\ic all pcrtincm Safrly Dallt Sheels (i.e., Sl)SiMSlJS/JlSOS) onsiLe.
Waste M anagement
U Inform tra11h-hauling contractors that you will ac-eept only watertight dumpster.;;; Ji)r onsik use. Rep.~ir-'rcplilec any d11mpsler Lhi\1. is ML w111.crtight ()r k:akin,g. □ Cover ,md maim.tin dumpsters. Check frequently for leak:;.. l'k1ce dumpsters under root'i or cover with tarps or pla~tic sheeting se.cured around the out~ide 11r1h.: du111pslcr. ICLh.: dumps!i;r l.:ak.-., plai;.: a pl:1.-.ti.: li11t-r um.km.:a1l1 Ll1.:
dumpster lo col!oct leak..,. Never dean out a dumpster by hosing it dow11 011 lht:
con~tructi<in :!-itc clean with dry method:!-, clean offsite or replace dumpster 0 Place po rtable toilels and hand wash ~latious away l'rom storm drains. \fale sure they arc equip~ cl with ~'Onta inmc-nt pans. lS1:Co1ldary containment) and arc in good working on.lcr. C'hcck. frcqm:ntly for kak.s.
0 Dispos" of all wastes and demolition debris properly per SOS and applicable regulations. Recycle or compo~t maLcri3h; and wastes a.-. JCa1,ihlc iinJ approprialc, including solv1.'ll\:s, w1:1l1.1-bascd ~inb, ,·chick fluids. brok1.'Il t13plwlt and concrete, \VOOO.. and ckarcd vegetation
D Dispose o r liquid rcs;iducs fi-0111 paints, thinner.-., ,,olvcnts. glues_ and cleaning Ouids tt.:, haz.ardous w1:1sk: p;,.T SUS.
□ Keep site free of litter (e.g .. lunch items, wat~·r bottles, d g,uettc butts an<111lastic pack.aging).
0 Prevent litter from uncovered loud:'. by .zovcring load:. thut ure heing tru11:'.ported Lom11.lfro111 l'.-ih.:.
Construction projects are required to implement year-round stormwater BMPs.
Equipment Management &
Spill Control
Vehicle and Equipment l\faitr nancr
U Designate an arcfl 1)f1hc construe1ion site
l--quippcd with apprnpriale 8\1l's. well away
from c~ks or smrm dm.in inlt>t;;. for auto and
cquipmcn1 parking and slorngc.
0 Pcrfom1 major maintc-narnx, l\...1)3ir job~. ar,cl
vehicle/equipment wa:,;hing off:i:itc.
0 If refuelin,g or vehicle wainten.a11ce must Ix done
on~itt>. work in a hermed area away from storm
drnim 11nd uv..:r 1;1 drip pan 0r drop clolhs bi8
enough to collec1 tluid~. Recycle or dispose of
fluids a., ha7.ardou~ wa.,te.
0 lf\-·chiclc or c4.ulpm..,it clcuning musl be done
tinsik, clean with water only in :i benned area
that will not allow rinse water to run int'1 gutter~.
s1r1.-i;:1;.., :-.Imm 1!rnin:-., or cn:cks.
D Do not ck;m vehicles or cq11ipm~nt onsitc using
soaps, sol \·cnls, ,Jcgr..:a~,.;rs, or steam cleaning
equipment, nnd do not use dic:.c\ oil to lubricate
cquipmcn1 or p.1 r1s onsil~.
Spill Prcv"ntion a nd Control
U Always keep ~pill clcanur material~ (e.g.,
rnµ;s, absorbcnls, m1d cut litter) 1mulublc ill lhc
constrnction site.
0 \ 1laintnin .all vehicle~ nnd hcm'y equipment.
1nspec1 freql1et11ly ror leaks. tse drip p;'!ns 10
catch li:aks until r,:p,1 ir5 an: made.
□ Clean up leaks, drips and other spills
immediately using dry cleanU/l methods
wh,;:m.:~·n !Jot1s-.ihlc (ah~t)rhL,11 n1ali;ri:1ls, Clll liLlt.-r an<l/or rags) anti dispo5c of cleanup materials
f)ropedy.
0 Sw.:q, up spilled dry malcriuls i111111i;di,1k ly.
~ever anelllpt LO ·'wash them awa)·" \\'ilh water
or bury them.
0 C'l\'!an up spills on dirt areas b:, digging up an(l
properly disposiug of contaminated soil.
□ Rt'lpl.lrl Sib'ltifa:;mt spills lo th~ :1ppropri.i1e loc:tl spill J"e:.ponse agencie:. i1111nedia.tel)·. [/'the :.pill \lOSl:S a signilieam hat:ard 10 human health and
s11foly, property or lhc ,:m-ironmcnl, rcporl ii lo
the State Office of Ewerg,ency S-ervices at (800)
8:'i2-75:50 (24 hmm).
Earthmoving
Grading and l!.arthwork
□ Schedult: grnding and e11:cavc1tion ,vork during dry
•,veather.
U Prevent sediment from migrating offsite and protec.c
slurm 1lrni11 i11k1:-., drni11a!!c cour.-.c.-. mid cn::d.s by in::;lalling and maintaining <1pprop1i ate Bl\·t Ps
tailored to the site's ~pccific characteristics and
condition;:. Examples of ;;uch P.MPs may include
sill fcm::c::. gr.i\•c1 b.-,gs. fiber n)lls. u;.·n,pMary sv.•ales, compost socks. etc. l:nsure that BJ\.·U)s
are i11:-lalled in acconlance 1\·ith man ufacturer's
spedfic.1tions ,md properly m.iinmincd throughout
the dl1ration of con~truction activities
U Stahili,.e all delnuded areas and install and rnaiutain h:mpornry erosion cunlrols (such llS ero~ion control
fabric or bonded fiber matrix) until vegrtmion is
l.'.;::.l11bli,hciJ.
D Remove exi:.ting vcgctmion only when 11ecc~~ary.
Pl,1111 1~mp<.1r;iry v~ee1c11ion 10 prevC11I ~\isinn
on slope~ or in areas where \°'..Onstmction is 1101
immcdialdy plarmcd.
D Keep c~c,w11tc~l M..1il Llfl(J.:'or trc1nsfcr it 11.1 dump trucks, on~ite. not in the 5tree-rs
LI Ensure a ll suhcontractors v.•orking on.~ite arc
imrk:m.:nling 11ppn1pri11!c R\f'P~.
COr\H1mi r\Mtd Soils
0 Jf any olthc following conditions are obs.erv~t.
test for cont.:.rn1im1tion and contl.lct the ~
\Vr11cr Oualil.y Contml Rrnml aml l hc local ag.:ncy:
I) Lnusual soil conditions. discolumtion. or odor.
2J Aba.ndoned underground tanks. J) Allandom•<I
\.\.'ell~. 4) Huried bamd~, (lcbris, or 1r.1sh
D lfihe above conditions are ol-is;..'r\'Cd, 1locumi:nt ,iny si~s of !)Otcntial contaminmion. clearly mark areas
aml fl.:nc.:/Wpc !hem off so 1hcy arc nnl di-;huhctl hy construction activities.
La n dsrn 11i II g
0 l'r01ec:t stod.pilcd land,c;iping material$. fmm wind and min hy ~1,1ring 1h1..1n 1m1lcr 11ll'p~ y.:11T-m11nd D Slack baggc<l muti:rial on pa11cls and uml.:r cmer.
□ L>iscontinue app lication of any erodible landscape
nmtcri11l \Vithin 2 d11ys before II forcc11gt rain .::vent or during wcl wc.alhcr.
□ Store materials onsite. not in the street.
Concrete Management &
Dewatering
Concrete \tanagement
0 Store both dry and w;..'t concrele-related mat.:riuls under cover. pmtectcd ti'om rn[nfall and runoff and
away from :.Lonn drains or creel.-.. Store material~
off the ground on pallet$. Protect dry materials from
wind.
□ Avoid pouring concrete in wet weather or when
rainfall is imminent to prevent concrete th:ll ha~ not
cured 1fom cm11.1c1it1g s.tormwaler runolf.
□ \\-'a::ih out concrete cquipmcntimixcrs.:truck::i olf:i:itc. or onsite QilO' in designated washout containers.:areas whcr(' lhc wat..::r will flow into a temporary lined
waste pit and in a manner that will prevent !enching
i1llo 1he undcrl)·ing :-oils. (See CASQA Con,1ruetion
Stonnw.-v:r 1.nw Handbook for kmpornry concrde
washout facility details).
U l)o not wash sweep in_g_s from exposed aggregate
concrete into the street or Morm drain. C<,llcct and
r(.'ltim ~wel:'pint,:s 10 ccreca1e basl.' stt11.:kpilc vr dispose prnr~rly.
U !\fake mre that con;;truetion wa.,;.te (e.g., concrete. slm:co, ~cmcnt w11stcwatcr, l,r rcsi1111al mnteri<1ls)
is collected. removed, and disposed of only at
mtlhori:-.cd di~posal areas. Oo not disp•:~c 11!
nmslruc1irn1 w:;slt: i11 l'.-1onn drain-.. di1cht:s. s1rt!el~. creek$, dirt art::is, or the 5anirnry s~w~r.
Dew ate ri ng
D Ui~hurg~:. 1if grnundwaltT or cuplun.,d rundT lfum
dewatering opi:ratk•ns must t>e properly managed ,md
d isposed. \Vhen possihle. send dewatcring di~charge
10 l1md,;cnpc1I 11rc11 ;)r sHnil,Jr)' .-.cwi:r. l i'1lischar"Ming h, the sanitary sewer, obtain pcnnission from the local
wa.<;.tewater treatment plant.
U Divert. \\'/lier tH"iginaLing l'rorn off~ilc awi1y rmm nll onsiti: diswrbcd arc.is.
□ When ,kw11l~ring, notify anti obtain appruv1;1J from
the local municipa lity bclOrc discharging water 1011
~1re;;,:t ~uUer ~)r slorm dr.iin. },iltr.tlion or div~r:::,ion through a bas.in, rnnk, or scdimem trap may be
m 1u ircd.
□ In nreos of known o r sw;pecte<:I contnminntion.
call the local agency to delermine whc1hcr the
gmundwatt.T must bi: k:stcd. Pump,;.:d groundwalcr
may need to he collected and hauled offsite for
rrcatmcnt and proper d isposal.
□ For addi1i011al infon nation. refer lo Lhc CASQA' i<:
('onstrnction Stormwater ll\111 1 landbook, 1-'act
Sheet NS-2 '•fx:walcri11g Op,::r;uicms.''
Paving/Asphalt Work
ra,,ing
□ Avoid paving ,ind seal Cl'ating in wet
w~thcr or \\.'l~n rain i~ forecast to
prevent material~ that have Jlt)l cured from
contacting with stonnwater nmoff
□ l'o\•er stonn drnin inlets ,md mmtll.ok s
when applying seal coat, slurry 5eal. fog
sc3l_ or similar materials.
U \\'"hen eonstn1c1ion is complc1e, remove
,111 co~·cr::; from stonn drnin inlets and
manholes.
□ ('(llk<:L ~n<l recycle or prop,.::rly di&pu~e of
execs~ abrasive b'T<iYcl or s,md. Uo KOT
sweep or wash it into gutters, storm droins,
s1rce1.<., dil'1 11reas, or 1he :-..1ni1ary ~ewer.
S:-ln·l'11lfo1g & As11hnll/Co11<'.-e1t• R~mon1 I
□ Prnt.;,ct stonn drnin inlets during saw
..::mt ing.
LI \\,lien m11king.-.i1w culs. u~e /l~ li11lc wfl1Cr
as possible
□ llesiduc from saw cutting. wring and
grinding opcmtion~ shnll be pic-kcd up by
□ Shovd . absorb, or v1:1i;uum saw t:lll ~lurry
deJlOi,ils and dispo~e o f all waslc pmrcrly
and as soon as reasonably possib le.
Sawcutting residue should llOl be Jen 011
pavem~nl surfar.:e.
D If &1w cut slu rry enters a storm dra in
inlet. clean it up immc(lialcly ::tnd no1i(v
the lo\::al nnmii.:ip.tlity.
Painting & Paint Removal
Pain tin g Cleanup and Rcmo"·al
U l\-evcr clc11n hr11shc~ or rin::.e paint
..:ontaim.'fS 10 landscaping, dirt ,m:as
or into a streel. gutter, storm drain, or
creek.
□ 11or °"'atcr4>ascd pain~, paint out
brushes to the extent possible. and
then rin~e into a drain connected to the
sa.nit..'lry sewer. Never pottr paint down
a storrn droin inlet.
0 For oil-based paints, paint out bmshcs
to the extent possihle, and then clean
with thinner or solvent in II proper
conta.in-er. Filter and reuse- thinners and
w lvcms. Disrose of excess liquidf. as
ha1ardo11s waslt:.
0 Swe-ep up or collect paint chips und
dust gen~r.tkd from m.111·hazardo11s dry
m ipping and ~and hlasting into pla<.tie
drop cloths anJ d i~posc of as trash.
CJ Chemical pailll i.lripping It!sidue and
chi1)~ 11.nd dusl ln,m marine puinh
or p,:tiim containing lead, mercury.
or trihutyltin must he dis1)0sed of as
l\a1;lrd01N wa~le. I .el'!d- h.~sc<l p:lirll
rcm-1.w<1I requires a st.ltc•ccrti-ficd
contractor.
Storm drain polluters may
be liable for fines of up to
$10,000 per day!
-
~a CI a r a Va II e y :::1J:= ~;;:~ Runoff
Pollution Pre v entio n Progra m
February 2024
➔ ➔ ➔ ➔ ➔ ➔ ➔ ➔ ➔ ➔
!II~ ➔
➔ ➔ ➔ ➔ ➔ ➔ ➔
EXISTING SITE PLAN @ LAFAYETTE BL VD
KEY NOlES
DEMOLISH EXISTING SIDEWALi( AND ~UILD
>CCOPDINGTOCITYSTANDAAD5 "7?77777.,-,--,-.,..,..../ l'AAJ(JNG51'/>GfS TOlleaJM,N-'ftDl'ER AMMR TO >ilDW l"OR P'IRf H"f'AA.'\TU5
~~m~~~t~~i~~f l'I.MNING D~ M TMfNT
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1/8" 2
2201 LAFAYETTE
,,l1l.~9
10 SHARED PARKING STALLS 'MTH
NEIGHBORS BUILDING
~
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.J ----------------------------------------------------------------------------------------~ (N) PARKING COUNTS
USE RATIO AREA(SF) REQUIRED PROPOSED
STORAGE 1:2,000 9,991 5
HEAVY 1:1,000 13,022 13 INDUSTRUAL
TOTAL 18 9
PROPOSED PARKING COUNT IS LESS THAN REQUIRED PER 2022 SANTA CLARA ZONING CODE, VARIANCE VVILL APPLIED UNDER BUILDING PERMIT. ~ .
(E) BUILDING
2201 LAFAYETTE
t , l14.'i1
-----------------------------------------
KEY NOTES
[!] srum.1Gt1T TO i,~ ~ LOCATfD
0 STR,EET\.IGHT T05~Rl':LOCATfD
~ ~ . . . DJ
0 n
1/16" 1
Mrs CINDY CHENG
1975 HAMILTONAVC,STE 29
SAN JOSE, CA 95125
408-369-2929
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PROPOSED PARKING PLAN
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0-------
1/8" 3
(E) BUILDING
2201 LAFAYETTE
,,l1l.~9
TRASH COLLECTION AREA
KEY NOlES
~
(N)131f'J'rAA.KJNG INSIDfTHf flUll.~NG
(Sff ,>,.4.0)
OfMOI.JSH f)(]517NG SIQEW/\1.J(. MD RfflUILD
,t,CCOR.DING TO CITY STHIDAAD5 (ST--'•
;1- ~~~~~~/flGH~ NG l'AA.Cf L
(N)CONSTRI.JCT Nffi DRJVEWAY l"l'RCITY
STANDAA.DDIT,-L(ST-8)
DRJVEWA'!'\115161UTYCLfAAHICE Hl.f.>.(CITY
STANDAADSDfTl>ILTR-9)
(N)ffi'!.AAlMRTO!'JC'SU!lMITTW IN
~:,;-~T%:t~NT';~~TJl~=T
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SECTION (NTS)
PLAN VIEW
MOL£ UV MORT AR
A8FNALTPAVIMG """' .....
(V I" OIA. MOLE6
TYP. WHEEL STOP 1/
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1'-J;" MIM.
MATERIAL:
REFLECTORIZED PAINT OR PORCELAIN
ct4METAL
COLORS: UJ.IITE LEITE~ a,.i
6LUE 6ACK6ROJND
EGIUAL TO No. ~ FEDERAL
&TANC>ARO &9
OFTlo-1,
SUBSTITUTE CCMMEFcCIAL SIGN
Ca1R. YINCi WITI-I 24 CAC 6ec. 2-1112)2
&JFPORT,
5TANDARD GALVANIZED STEEL FIFE
POST
ACCESSELE VAN t=--"'=".:"' ,,.., ....,. """"
ACCESSIILE PARKNG SIGN 1.5"
UNAUTHORIZED VEHICLES PARKED IN DESIGNATED
ACCESSIBLE SPACES
NOT DISPLAYING
DISTINGUISHING
PLACARDS OR SPECIAL
LICENSE PLATES
ISSUED FOR PERSONS
WITH DISABILITIES WILL
BE TOWED AWAY AT
OWNEB'SEXPfNSE TOWED VEHICLES MAY
AF BFCI AIMED AT
TOW AWAY SIGN
~¾zerii-.t.NTOltl"Olll2I..AINGN
IIMIT!~Gtlel.ll!~!GUAL =- TONo. ... l'Kelllll.tT~-
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1.5"
PANTED Bl.LE FIELD
PAINT 5YM60L WITI-1 2-COATS
I-ID, TRAFFIC PAINTED
INTERNATIONAL ACC. SYMBOL
,·
14 15
16 0 :
0 (N)ADA PARKNG DETAL V4" 2
Mrs CINDY CHENG
1975HAMILTONAVC,STE29
SAN JOSE, CA 95125
408-369-2929
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ANO SIGNAGE DETAILS
SCAL.E DRAWN
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COMMERCIAL DRIVEWAY
WITH ATTACHED SIDEWALK
CITY OF SANT A CLARA
DRIVEWAY WITH SIDEWALK
~y~~SI\IU.
PAOf'El!IYLJNCl!Wt Kl<FO/YIW!DlH
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City of Santa Clara
Agenda Report
1500 Warburton Avenue
Santa Clara, CA 95050
santaclaraca.gov
@SantaClaraCity
24-512 Agenda Date: 11/12/2024
REPORT TO COUNCIL
SUBJECT
Action on Resolutions Accepting the Benton Street Bikeway Planning Study, Selecting a Preferred Design Concept and, as Appropriate, Taking Related Actions Regarding Parking and Curb Modifications
COUNCIL PILLAR
Deliver and Enhance High-Quality Efficient Services and Infrastructure
EXECUTIVE SUMMARY
The Benton Street Bikeway Planning Study (Study) is a planning-level document that identifies 2.7 miles of potential bicycle improvements along Benton Street from Dunford Way to Lincoln Street. The goal of the Study is to identify bicycle infrastructure improvements that will close bicycle network gaps, increase mobility, and encourage the public to choose more sustainable modes of transportation. Several concepts have been developed for adding bicycle facilities along the study corridor and include potential parking and lane removals.
These proposed concepts and improvements were developed based on an analysis of the study corridor, recommendations in the Santa Clara Bicycle Plan, engagement with several committees and commissions, and robust public outreach efforts. Development of the Study included significant community participation and feedback, most notably with the support of the City’s Bicycle and Pedestrian Advisory Committee (BPAC). It should be noted that the study is only a planning-level document. If Council chooses a preferred design concept, the project will move forward to the design and construction phases because it already has funding.
BACKGROUND
Bicycle improvements along Benton Street from Dunford Way to Lincoln Street are a priority project in the Santa Clara Bicycle Plan. On September 1, 2020, Council approved a budget amendment allocating Santana West Settlement Agreement funding for the Benton Bicycle Lanes Project that included study and implementation of bicycle improvements on Benton Street between Dunford Way and Lincoln Street. In January 2023 Council approved a professional services agreement for the Study with Alta Planning + Design.
This effort has been coordinated with the City’s BPAC, Senior Advisory Commission, Parks and Recreation Commission, Youth Commission, various stakeholders (including the Santa Clara Unified School District), and the public. The Study was a regular item on the BPAC Agenda, with input and feedback provided at four separate meetings. On June 17, 2024, the BPAC reviewed the final draft and voted to recommend that City Council consider adopting the Study, as well as recommended preferred design options.
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The Study provides draft roadway concepts and potential enhancements to improve bicycling along Benton Street consistent with the Santa Clara Bicycle Plan. Adopting this Study and selecting a design concept will allow the City to move forward with implementation as there is currently design and construction funding in the project budget. Additionally, it will help promote and advance the City’s Complete Streets Policy, which has a goal of creating and maintaining streets that provide safe, comfortable, and convenient travel through a comprehensive integrated transportation network serving all modes of transportation.
DISCUSSION
This planning-level document focuses on a 2.7 miles section of Benton Street from Dunford Way to Lincoln Street (Attachment 1). The Study identifies options for bicycle improvements to expand the existing bicycle network, fill in gaps, provide greater connectivity to public transportation, increase mobility, and encourage the public to choose more sustainable modes of transportation. It also includes potential options for both parking removal and lane reductions.
The Study (Attachment 2) is divided into five chapters which include:
(1) Introduction and Background
(2) Existing Conditions
(3) Corridor Alternative Concepts & Analysis
(4) Community Engagement
(5) Recommendations
An Appendix is also included with detailed information on existing conditions, parking utilization analysis, traffic analysis, speed survey results, community survey results, and community engagement material. The Study Appendix can be reviewed and downloaded from the project webpage: <
https://www.santaclaraca.gov/our-city/departments-g-z/public-works/engineering/trafficengineering/bicycle-and-pedestrian-projects/benton-street-bikeway-study>. Each Study chapter is summarized below.
Introduction and Background
The Study supports the City’s Climate Action Plan by identifying strategies to improve connectivity for people biking and walking while encouraging mode shifts from vehicles toward more sustainable modes such as biking and walking.
Both the City of Santa Clara and the Santa Clara Valley Transportation Authority (VTA) have adopted plans highlighting the need for bicycle facilities on Benton Street to improve local and regional bike access including destinations such as the Franklin Mall (future downtown area), the existing Santa Clara Caltrain Station and the future Santa Clara BART Station. The Santa Clara Bicycle Plan Update identifies a Class IIB buffered bike lane along the study corridor from Dunford Way to San Tomas Expressway and a Class IIIB bicycle boulevard (share the road with traffic calming features) from San Tomas Expressway to Lincoln Street. Benton Street is also identified as a future priority “Cross County Bicycle Corridor” in the VTA’s Santa Clara Countywide Bicycle Plan Update 2018 as it connects to planned bicycle facilities on Dunford Way in the City of Sunnyvale, Lincoln Street near Santa Clara City Hall, and recently installed bicycle improvements on Benton Street near Franklin Mall.
The Benton Street study corridor is primarily fronted by residential uses and schools, including Santa City of Santa Clara Page 2 of 14 Printed on 11/8/2024
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Clara High School and Wilson High School. There are also many important community destinations, including Earl R. Carmichael Park, Central Park and Library, Carli Park, and the San Tomas Aquino Creek Trail. Benton Street between Dunford Way and Lincoln Street is an east-west roadway running parallel between El Camino Real and Homestead Road with varying roadway characteristics as noted in Table 1 below:
Table 1: Benton Street Existing Roadway Characteristics Section along
Benton Street
Roadwa
y Width
Spee
d
Limit
# of
Travel
Lanes
TwoWay
Center
or Left
Turn
Lane
Bicycle
Lanes
Parking
Dunford Way to
Lawrence Expy
(0.1 miles)
60 feet 25
mph
2 No No Yes. Both
sides of
street
Lawrence Expy
to Maryann Dr
(1.7 miles)
64 feet 30
mph
4 No* No Yes. Both
sides of
street**
Maryann Dr to
Lincoln St (0.8
miles)
38 feet 25
mph
2 No No Yes. Both
sides of
street
* There is an existing two-way center turn lane on Benton Street in front of Santa Clara High School ** There is no parking allowed along the southside of Benton Street in front of Santa Clara High School
Existing Conditions
Staff collected data and completed traffic analyses to evaluate the existing conditions on the roadway across key metrics including safety, traffic operations, parking, and vehicle speeds. This analysis helped set a baseline for considering design concepts and identifying potential trade-offs between these design concepts compared to the existing roadway configuration.
Safety
Recent available collision data was analyzed for the period of January 2017 through December 2022.
This analysis found a total of 122 collisions occurred during this timeframe. Of the 122 collisions, two collisions resulted in severe injuries, 16 collisions involved a bicyclist, and four collisions involved a pedestrian. There were no fatalities and for the two collisions that involved severe injury both included bicyclists.
Vehicle Speeds
Speed data was collected at six locations along the study corridor for a seven-day period during peak and non-peak periods. For the segment of Benton Street between Lawrence Expressway and Maryann Drive, speed survey data found that the 85th percentile speeds (the speed at which 85 percent of all motorists travel at or below) ranged between 36 and 41 miles per hour (mph) with 78 percent of vehicles exceeding the posted 30 mph speed limit. Along Benton Street between Maryann Drive and Lincoln Street, the 85th percentile speeds ranged between 33 and 34 mph with 83 percent City of Santa Clara Page 3 of 14 Printed on 11/8/2024
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of vehicles exceeding the posted 25 mph speed limit.
Traffic Operations
Detailed traffic modeling was completed throughout the study corridor and 36 intersections were analyzed along Benton Street, El Camino Real, and Homestead Road. The traffic analysis evaluated the current Level of Service (LOS) for each study intersection based on criteria established in the City’s Transportation Analysis Policy. Per City policy, intersections on City-owned streets should meet Level of Service D or better and per County policy intersections on County-owned and operated expressways should meet Level of Service E or better.
Based on the analysis, 33 of 36 intersections operate acceptably during the AM peak hours (7:00 - 9:00 a.m.) and 33 of 36 intersections operate acceptably during PM peak hours (4:00 - 6:00 p.m.).
The three intersections that currently do not meet LOS standards in the AM peak hours are:
· Benton Street and Kiely Boulevard (City)
· Homestead Road and Kiely Boulevard (City)
· Homestead Road and Pomeroy Avenue (City)
The three intersections that currently do not meet LOS standards in the PM peak hour are:
· Benton Street and Kiely Boulevard (City)
· Homestead Road and Kiely Boulevard (City)
· Homestead Road and Lawrence Expressway (County)
Travel Time
A travel time analysis was completed to evaluate the time it takes to travel the entire length of the study corridor in a car at multiple periods (weekday morning between 7:00 and 9:00 a.m., midday between 1:30 and 3:30 p.m., evening between 4:00 and 6:00 p.m., and on Saturday between 11:30 a.m. and 1:30 p.m.).
During the busiest time of day travelling westbound (AM peak period) it takes an average of 15 minutes and 39 seconds to travel the entire study corridor. During the busiest time of day going eastbound (PM peak period) it takes 13 minutes and 40 seconds to travel the entire study corridor.
The AM peak period includes a high level of traffic from the high school, whereas PM peak period includes more commute traffic and less school traffic.
Parking Analysis
A parking analysis was completed to determine parking occupancy along Benton Street. Parking counts were collected along both sides of Benton Street between Dunford Way and Lincoln Street on three consecutive weekdays (Tuesday through Thursday) on April 4, 5, and 6, and on Saturday, April 8, 2023. Staff conducted counts during three peak parking periods (7 - 9 a.m., 11 a.m.- 2 p.m., and 2 - 4 a.m.) and counts were also collected on all side streets within 500 feet of Benton Street. Overall, 73 percent of parking spaces were available.
Potential Corridor Alternative Concepts
The roadway widths and characteristics on Benton Street vary along the study corridor and because of this, separate concepts were prepared for three roadway widths (60-foot wide, 64-foot wide, and City of Santa Clara Page 4 of 14 Printed on 11/8/2024
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38-foot wide). For the 60-foot-wide section there is one roadway concept and a no-build option. For both the 64-foot-wide and 38-foot-wide sections, the Study identifies three roadway concepts for each section and a no-build option. These concepts were developed and modified based on feedback from the community, commissions, committees, and Council (Attachment 3).
Each concept is summarized below:
BENTON STREET 60-FOOT-WIDE TYPICAL SECTION
(Dunford Way to Lawrence Expressway)
Existing Conditions/No Build
This scenario does not implement any improvements on the 60-foot-wide section of Benton Street between Dunford Way and Lawrence Expressway and maintains the existing condition. There are two 20-foot-wide traffic lanes (one in each direction), no bicycle lanes, and parking on both sides.
Two Lanes, Buffered Bike Lanes, Parking on Both Sides
This concept maintains two travel lanes but reduces the lane width from 20 feet to 12 feet.
Parking is maintained on both sides of the street. An eight-foot-wide buffered bicycle lane (Class IIB) is added to each side of the street, with five feet of bikeway and three feet of buffer.
BENTON STREET 64-FOOT-WIDE TYPICAL SECTION
(Lawrence Expressway to San Tomas Expressway)
Existing Conditions/No Build
This scenario does not implement any improvements on the 64-foot-wide section of Benton Street between Lawrence Expressway and San Tomas Expressway and maintains the existing condition. There are four traffic lanes (two in each direction), parking is maintained on both sides, and no new bicycle facilities are installed.
Two Lanes, Buffered Bike Lanes, Center Turn Lane, Parking on Both Sides This concept removes one travel lane in each direction, adds a two-way center left-turn lane and maintains parking on both sides. An eight-foot-wide buffered bicycle lane (Class IIB) is added to each side of the street, with five feet of bikeway and three feet of buffer. As there is currently no parking on the south side of Benton Street along Santa Clara High School, this concept includes wider bicycle facilities and a protected and buffered bicycle facility (Class IV) adjacent to the school to provide enhanced bicycle safety for students and deter stopping in the bicycle lane during school drop-off.
Two Lanes, Parking-Protected Bike Lanes, Center Turn Lane This concept removes one travel lane in each direction and adds a two-way center left-turn lane.
An eight-foot-wide protected and buffered bikeway (Class IV) is added to each side of the street in this concept, with five feet of bikeway and three feet of buffer with parking as the protection (i.e. parking protected). Parking is maintained on both sides of the street, but it is shifted towards the center of the street to act as a vertical separation between the bikeway and the vehicle travel lane. As there is currently no parking on the south side of Benton Street along Santa Clara High School, this concept includes wider bicycle facilities and a protected and buffered bicycle facility (Class IV) adjacent to the school to provide enhanced bicycle safety for students and deter City of Santa Clara Page 5 of 14 Printed on 11/8/2024
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stopping in the bicycle lane during school drop-off.
Four Lanes, Buffered Bike Lanes, Remove Parking on One Side This concept maintains four travel lanes and removes parking on one side of Benton Street. A seven-foot-wide buffered bicycle lane (Class IIB) is added to each side of the street, with five feet of bikeway and two feet of buffer. Based on overall parking inventory along Benton Street, it is recommended that parking along the south side of the street be removed in this option. Parking would be removed when the City moves forward with construction of this concept. Along Santa Clara High School, an eight-foot wide protected and buffered bikeway (Class IV) would be added, maintaining four lanes of travel (plus a center-turn lane), removing parking on the north side of the street, and installing a five-foot bike lane on the other side of the street from the high school.
BENTON STREET 38-FOOT-WIDE TYPICAL SECTION
(Maryann Drive to Lincoln Street)
Existing Conditions/No Build
This scenario does not implement any improvements on the 38-foot-wide section of Benton Street between Maryann Drive and Lincoln Street and maintains the existing condition. There are two travel lanes, no bicycle lanes, and parking on both sides.
Bicycle Boulevard with Traffic Calming, Parking on Both Sides This concept maintains two travel lanes and parking on both sides. A Bicycle Boulevard (Class IIIB) would be implemented which includes shared travel lanes (vehicles and bicyclists) and traffic calming measures to promote safe travel for all users of the shared facility. Traffic calming measures to be considered include things such as speed feedback signs, curb bulb outs, or speed humps.
Buffered Bike Lanes, Remove Parking on Both Sides
This concept maintains two travel lanes and removes parking on both sides of the street. An eight -foot-wide buffered bicycle lane (Class IIB) is added to each side of the street, with five feet of bikeway and three feet of buffer.
Bike Lanes, Remove Parking on One Side
This concept maintains two travel lanes and removes parking on one side of the street. Due to constrained roadway width, five-foot-wide bike lanes (Class II) are added on both sides of the street. Vehicle travel lanes are reduced to 10 feet wide. Based on overall parking inventory along Benton Street between Maryann Drive and Lincoln Street, it is recommended that parking along the north side of the street be removed in this option.
Transportation Analysis and Potential Benefits
The City completed an in-depth transportation analysis to evaluate the potential benefits and impacts associated with each design concept. This analysis evaluated the changes in key metrics including potential collision reduction, potential speed reduction, parking availability, travel times along the study portion of Benton Street, potential traffic diversion, LOS changes, and potential Vehicle Miles Traveled (VMT) reduction. A summary table of the transportation analysis results is included as Attachment 4 and a summary of the potential benefits, per concept, is included as Attachment 5.
Community Engagement
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Community engagement was a major component of developing the Study and a variety of outreach strategies were used to seek input from stakeholders. Outreach was conducted during three phases of the Study: existing conditions, concept development, and traffic analyses. The following outreach methods were implemented over the course of Study development:
· City website & forum for the community to submit comments · Dedicated project email address and phone number
· Four BPAC Meetings (including one site visit with BPAC members) · One Senior Advisory Commission Meeting
· One Parks and Recreation Commission Meeting
· One Youth Commission Meeting
· Six Community workshops
· Six City events (Earth Day/Arbor Day, Bike to Work Day, Santa Clara Art and Wine Festival, Santa Clara High School Outreach, Holiday Tree Lighting Ceremony, and Caltrain Commuter Outreach)
· Three online interactive surveys
· Project signs installed along the study corridor
· Four rounds of postcard notifications sent to 1,000 residential and business addresses most proximate to the study corridor (4,000 postcards total) · Social media posts
· City News Articles & City Manager Newsletter
· Inside Santa Clara Articles
All community workshop presentations, recordings, and online surveys were posted on the project website.
Outreach Summary
Residents were provided multiple opportunities to share feedback on the project. Three surveys were completed over the course of the Study. The third and final online survey was open from January 16 to February 25, 2024. This survey received 116 public responses with 27 percent of respondents indicating they live or work on Benton Street and the majority of all respondents indicating that they travel or cross the study corridor regularly.
The project team used ranked choice voting to determine which alternative had majority support from the public. The results are as follows:
· Benton Street 60-foot-wide section - the greatest voter support was for the concept titled “Two Lanes, Buffered Bike Lanes, Parking on Both Sides.”
· Benton Street 64-foot-wide section - the greatest voter support was for the concept titled “Two Lanes, Parking-Protected Bike Lanes, Center Turn Lane.” · Benton Street 38-foot-wide section - the greatest voter support was for the concept titled “ Buffered Bike Lanes, Remove Parking on Both Sides.”
A summary of the voting results for each concept is provided in Table 2 below.
Table 2: Design Concept Preference Survey Summary
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Benton Street
Roadway
Width
Roadway Concept % of First choice
votes*
60-foot wide Existing Conditions/No Build 16%
60-foot wide Two Lanes, Buffered Bike Lanes, Parking on Both Sides
84%
64-foot wide Existing Conditions/No Build 22%
64-foot wide Two Lanes, Buffered Bike Lanes, Center
Turn Lane, Parking on Both Sides
25%
64-foot wide Two Lanes, Parking-Protected Bike Lanes,
Center Turn Lane
45%
64-foot wide Four Lanes, Buffered Bike Lanes, Remove
Parking on One Side
8%
38-foot wide Existing Conditions/No Build 21%
38-foot wide Bicycle Boulevard, Parking on Both Sides 18% 38-foot wide Buffered Bike Lanes, Remove Parking on
Both Sides
40%
38-foot wide Bike lanes, Remove Parking on One Side 21% *Ranked choice voting
Implementation
Cost estimates (in 2024 dollars) for the design and construction of each roadway concept were developed and are summarized in Table 3 below.
Table 3: Cost Estimates Per Roadway Concept (Benton Street) Roadway
Width
Roadway Concept Cost Estimate*
60-foot wide Existing Conditions/No Build $0
60-foot wide Two Lanes, Buffered Bike Lanes, Parking on Both Sides
$400,000
64-foot wide Existing Conditions/No Build $0
64-foot wide Two Lanes, Buffered Bike Lanes, Center
Turn Lane, Parking on Both Sides
$2.1 million
64-foot wide Two Lanes, Parking-Protected Bike Lanes,
Center Turn Lane
$2.2 million
64-foot wide Four Lanes, Buffered Bike Lanes, Remove
Parking on One Side
$2.1 million
38-foot wide Existing Conditions/No Build $0
38-foot wide Bicycle Boulevard, Parking on Both Sides $500,000 38-foot wide Buffered Bike Lanes, Remove Parking on
Both Sides
$810,000
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24-512 Agenda Date: 11/12/2024
64-foot wide Two Lanes, Parking-Protected Bike Lanes,
Center Turn Lane
$2.2 million
64-foot wide Four Lanes, Buffered Bike Lanes, Remove
Parking on One Side
$2.1 million
38-foot wide Existing Conditions/No Build $0
38-foot wide Bicycle Boulevard, Parking on Both Sides $500,000 38-foot wide Buffered Bike Lanes, Remove Parking on
Both Sides
$810,000
38-foot wide Bike lanes, Remove Parking on One Side $810,000 *Estimates are in 2024 dollars.
Funding
Currently, the Study has funding to design and construct bicycle improvements on Benton Street. If Council approves a roadway concept that installs bicycle facilities, staff will move into the design phase and then to construction.
Bicycle and Pedestrian Advisory Committee (BPAC) Meeting and Feedback On June 17, 2024, the City’s BPAC reviewed the final draft Study and voted by majority (5 yes, 0 no, 4 absent) to recommend that the City Council adopt a resolution adopting the Benton Street Bikeway Planning Study.
The BPAC voting results for each section on Benton Street are as follows:
· 60-Foot-Wide Section - 5 Yes, 0 no, and 4 absent to recommend the roadway concept titled, “Two Lanes, Buffered Bike Lanes, Parking on Both Sides” · 64-Foot-Wide Section - 5 Yes, 0 no, and 4 absent to recommend the roadway concept titled “ Two Lanes, Buffered Bike Lanes, Center Turn Lane, Parking on Both Sides” · 38-Foot-Wide Section - At the BPAC meeting, several members of the community that reside on the 38-foot-wide section of Benton Street voiced opposition to any parking removal on this portion of Benton Street. Community members also expressed support for a Bike Boulevard with speed humps as the specific traffic calming measure as this option maintains parking and has the potential to calm traffic. BPAC members also expressed support for a Bike Boulevard with a preference for speed humps. BPAC discussed the community concerns and after two unsuccessful motions BPAC decided to make no recommendation for the 38-foot-wide section of Benton Street.
Additional Community Meeting/Survey (38-foot-wide section of Benton Street) Based on the community and BPAC feedback (i.e., support for speed humps) received from the June 17, 2024 BPAC meeting, staff determined that an additional community meeting with residents that reside along the 38-foot-wide section of Benton Street (Maryann Drive to Lincoln Street) was necessary.
On August 21, 2024, the City held a hybrid community meeting to discuss the roadway concepts for the 38-foot-wide section of Benton Street, provide information regarding the City’s Neighborhood Traffic Calming Program (NTCP), and potential traffic calming options. Invitations were mailed to tenants and property owners along the 38-foot-wide section of Benton Street including properties within 100-feet of Benton Street. Additionally, social media posts, project website updates, and emails to the Study subscriber list were used to advertise the meeting.
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As noted above, the Santa Clara Bicycle Plan includes a goal for the City to implement a Class IIIB bike boulevard (bicyclist and vehicles share the road with traffic calming features) along Benton Street from Maryann Drive to Lincoln Street. Although the Study includes a roadway concept for this portion of Benton Street to be designed as a bike boulevard, the specific traffic calming measures were not identified. To solicit resident feedback on potential traffic calming measures, staff provided information related to traffic data for this portion of Benton Street (i.e. 85th percentile speed, daily traffic volumes, roadway characteristics, etc.) and information/criteria related to the three levels of traffic calming features in the NTCP (Level 1, 2, and 3). This information is provided as Tables 4 and 5 below:
Table 4
Traffic Data for 38-foot-wide section of Benton Street
(Maryann Drive to Lincoln Street)
Speed
Limit
85th
Percentil
e Speed
Average Daily
Traffic Volume
Roadway Type Emergenc
y Route
Transi
t
Route
25 mph
34.7 mph 5,500 vehicles
per day
Two-lane Arterial
Roadway
Yes Yes
Table 5
NTCP - Three Levels of Traffic Calming Measures and Approval Criteria Leve
l
Examples Approval Criteria
85th
Percentil
e Speed
(mph)
Daily
Traffic
Volume
(vehicles
per day)
Roadwa
y Type
Emergenc
y Route
Transit
Route
1 Education,
enforcement,
signage, striping,
temporary or
permanent speed
feedback signs
N/A N/A All city
streets
AllowedAllowe
d
2 Curb
Extensions/Bulb
outs, chicanes
Greater
than 33
mph
Greater
than
1,000 and
less than
3,500
Shall be
a twolane
residenti
al street
Not
allowed
Not
allowe
d
3 Speed Humps,
Speed Cushions,
Traffic Circles
Greater
than 33
mph
Greater
than
1,000 and
less than
3,500
Shall be
a twolane
residenti
al street
Not
allowed
Not
allowe
d
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24-512 Agenda Date: 11/12/2024
2 Curb
Extensions/Bulb
outs, chicanes
Greater
than 33
mph
Greater
than
1,000 and
less than
3,500
Shall be
a twolane
residenti
al street
Not
allowed
Not
allowe
d
3 Speed Humps,
Speed Cushions,
Traffic Circles
Greater
than 33
mph
Greater
than
1,000 and
less than
3,500
Shall be
a twolane
residenti
al street
Not
allowed
Not
allowe
d
During the community meeting, staff also provide information about the potential to install a speed cushion instead of a speed hump (Attachment 6). A speed hump is typically a gradual vertical mound of pavement across the entire roadway designed to calm vehicle traffic, while a speed cushion is a speed hump with wheel cut outs or gaps to allow large vehicles, such as fire engines, to drive through generally unaffected. Smaller vehicles such as passenger vehicles would need to slow down to travel over speed cushions.
Community meeting attendants expressed concerns over the potential removal of parking and showed support for Level 2 and 3 traffic calming measures, noting that Level 1 traffic measures would not be sufficient to calm traffic.
Compliance with NTCP: When comparing the traffic data for the 38-wide-section of Benton Street with the requirements for Level 2 or Level 3 traffic calming measure (per the NTCP), it is important to note that although the existing 85 percentile speed (34.7 mph) supports the installation of Level 2 or 3 traffic calming measure, the remaining key criteria related to daily traffic volumes, roadway type, emergency routes and transit routes were not met. Additionally, the NTCP also includes additional criteria that 70 percent of the residents impacted by Level 2 or 3 traffic measures and 100 percent of the residents within 100-feet of the traffic calming measure support the installations. To determine resident support, a follow up survey related to resident support for specific traffic calming measures was mailed to residents and property owners along the 38-foot-wide section of Benton Street. Table 6 below provides the results of the survey.
Table 6
Traffic Calming Preference Survey Summary
Level 1 Measure: (i.e.
Speed Feedback signs)
Level 2 Measure:
(i.e. Curb
Extensions/ Bulbouts)
Level 3 Measure:
(i.e. Speed
Cushions)
Most preferred 15% 7% 64%
Moderately
Preferred
27% 32% 11%
Least Preferred 36% 22% 5%
Do not support 22% 40% 19%
Based on community and BPAC feedback and after consultation with the Fire and Police Departments, which indicated that speed cushions would minimally impact emergency response times, it is recommended to consider installing speed cushions in lieu of speed humps (Level 3 traffic calming measure) as a part of the “Bicycle Boulevard, Parking on Both Sides” concept if it is selected for the 38-foot-wide section of Benton Street. To comply with the NTCP, it is also recommended that City of Santa Clara Page 11 of 14 Printed on 11/8/2024
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24-512 Agenda Date: 11/12/2024
NTCP criteria related to Daily Traffic Volumes, Roadway Type, Emergency and Transit Routes, and neighborhood support be waived.
Staff Recommendation
Based on the concept analysis findings, community input, and BPAC recommendations, staff recommends the following roadway concepts for Benton Street as the preferred alternatives:
· 60-Foot-Wide Section - “Two Lanes, Buffered Bike Lanes, Parking on Both Sides”. · 64-Foot-Wide Section - “Two Lanes, Buffered Bike Lanes, Center Turn Lane, Parking on Both Sides”
· 38-Foot-Wide Section - “Bicycle Boulevard with Speed Humps/Cushions,Parking on Both Sides”
These alternatives meet the goals of the study while minimizing impacts to roadway traffic and residential parking needs on Benton Street.
ENVIRONMENTAL REVIEW
The action being considered to adopt the Study does not constitute a “project” within the meaning of California Environmental Quality Act (“CEQA”) pursuant to California Code of Regulations Section 15378(a) as it has no potential for resulting in either direct physical change in the environment, or a reasonably foreseeable indirect physical change in the environment. Notwithstanding the foregoing, the Study is exempt from CEQA pursuant to Section 15262 of CEQA Guidelines as the Study is a planning document for future possible actions which the City has not yet approved, adopted, or funded. Future environmental review will take place should the Study move forward to design and construction.
The modification of parking regulations being considered is exempt from CEQA pursuant to CEQA Guidelines Section 15301(c) - Existing Facilities, as the activity consists of operation, repair, maintenance, permitting, leasing, licensing, or minor alteration of existing highways and streets, sidewalks, gutters, bicycle and pedestrian trains, and similar facilities involving negligible or no expansion of use beyond that existing at the time of the lead agency’s determination.
FISCAL IMPACT
There is no immediate fiscal impact resulting from the adoption of the Study. However, by adopting this Study and selecting preferred design concepts, staff will move into the design phase and then to construction. It is important to note that there will be a future cost associated with implementing any of the proposed design concepts contained within the Study. The design and construction costs associated with implementing the design concepts range from $3.0 million - $3.4 million in total (in 2024 dollars). Additionally, implementation of protected and buffered bicycle lanes may require the use of specialized street sweeping equipment that the City does not currently have. Additional equipment (i.e. smaller street sweeper) or contractual street sweeping services may be necessary.
COORDINATION
The Study has been coordinated with the City Attorney’s Office, Finance Department, BPAC, Senior Advisory Commission, Youth Advisory Commission, Parks and Recreation Commission, and Santa Clara Unified School District.
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24-512 Agenda Date: 11/12/2024
PUBLIC CONTACT
Public contact was made by posting the Council agenda on the City’s official-notice bulletin board outside City Hall Council Chambers. A complete agenda packet is available on the City’s website and in the City Clerk’s Office at least 72 hours prior to a Regular Meeting and 24 hours prior to a Special Meeting. A hard copy of any agenda report may be requested by contacting the City Clerk’s Office at (408) 615-2220, email [email protected] <mailto:[email protected]> or at the public information desk at any City of Santa Clara public library.
ALTERNATIVES
1. Adopt a resolution accepting the Benton Street Bikeway Planning Study.
Benton Street 60-foot-wide Section
2. Approve one of the following Roadway Concepts for the 60-foot-wide section of Benton Street:
a. No Build Option
b. Two Lanes, Buffered Bike Lanes, Parking on Both Sides Benton Street 64-foot-wide Section
3. Approve one of the following Roadway Concepts for the 64-foot-wide section of Benton Street:
(Alternatives 3a - 3b Remove Two Lanes of Traffic)
a. Two Lanes, Buffered Bike Lanes, Center Turn Lane, Parking on Both Sides b. Two Lanes, Parking-Protected Bike Lanes, Center Turn Lane (Alternatives 3c - 3d Maintain Four Lanes of Traffic)
c. No Build Option
d. Four Lanes, Buffered Bike Lanes, Remove Parking on One Side and adopt a resolution amending parking regulations to remove on-street parking on the southside of Benton Street between Lawrence Expressway and San Tomas Expressway.
Benton Street 38-foot-wide Section
4. Approve one of the following Roadway Concepts for the 38-foot-wide section of Benton Street:
a. No Build Option
b. Bicycle Boulevard with Speed Humps/Cushions,Parking on Both Sides and waive the requirements of the NTCP related to Daily Traffic Volumes, Roadway Type, Emergency and Transit Routes, and 70% and 100% neighborhood approval requirements for the installation of speed humps/cushions
c. Buffered Bike Lanes, Remove Parking on Both Sides and adopt a resolution amending parking regulations to remove on-street parking on both sides of Benton Street between Maryann Drive and Lincoln Street. d. Bike Lanes, Remove Parking on One Side and
adopt a resolution amending parking regulations to remove on-street parking on northside of Benton Street between Maryann Drive and Lincoln Street.
5. Adopt a resolution establishing no parking zones as necessary on Benton Street between Dunford Way and Lincoln Street
RECOMMENDATION
Alternative 1, 2b, 3a, 4b, and 5.
1. Adopt a resolution accepting the Benton Street Bikeway Planning Study; City of Santa Clara Page 13 of 14 Printed on 11/8/2024
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2b. Approve roadway concept Two Lanes, Buffered Bike Lanes, Parking on Both Sides for the 60- foot-wide section of Benton Street;
3a. Approve roadway concept Two Lanes, Buffered Bike Lanes, Center Turn Lane, Parking on Both Sides for the 64-foot-wide section of Benton Street;
4b. Approve roadway concept Bicycle Boulevard with Speed Humps/Cushions,Parking on Both Sides for the 38-foot-wide section and waive the requirements of the NTCP related to Daily Traffic Volumes, Roadway Type, Emergency and Transit Routes, and 70% and 100% neighborhood approval requirements for the installation of speed humps/cushions; and
5. Adopt a resolution establishing no parking zones as necessary on Benton Street between Dunford Way and Lincoln Street.
Reviewed by: Craig Mobeck, Director of Public Works
Approved by: Jovan Grogan, City Manager
ATTACHMENTS
1. Project Location Map
2. Benton Street Bikeway Planning Study
3. Benton Street Bikeway Design Concepts
4. Transportation Analysis Summary
5. Potential Benefits Summary
6. Sample Speed Humps and Speed Cushions
7. Resolution Accepting the Benton Street Bikeway Planning Study
8. Resolution to Remove Parking on the Southside of Benton Street between Lawrence Expressway and San Tomas Expressway to Implement Roadway Concept titled - “Four Lanes, Buffered Bike Lanes, Remove Parking on One Side”
9. Resolution to Remove Parking on the Both Sides of Benton Street between Maryann Drive and Lincoln Street to Implement Roadway Concept titled - “Buffered Bike Lanes, Remove Parking on Both Sides”
10. Resolution to Remove Parking on the Northside of Benton Street between Maryann Drive and Lincoln Street to Implement Roadway Concept titled - “Bike Lanes, Remove Parking on One Side”
11. Resolution to Establish No Parking Zones as Necessary on Benton Street between Dunford Way and Lincoln Street
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Attachment 1
Benton Street Corridor Map
Figure 1. Project Overview Map
Benton Street Bikeway Planning Study City of Santa Clara City of Santa Clara Benton Street Bikeway Planning Study City of Santa Clara
Benton Street
Bikeway
Planning Study
DRAFT FINAL | May 2024
Prepared by
alta City of
Santa Clara The Center of What's Possible
Acknowledgments
City Council
Lisa M. Gillmor
Mayor
Kathy Watanabe
District 1
Raj Chahal
District 2
Karen Hardy
District 3
Kevin Park
District 4
Sudhanshu “Suds” Jain
District 5
Anthony Becker
Vice Mayor, District 6
City of Santa Clara Staff
Craig Mobeck
Director of Public Works
Michael Liw
Assistant Public Works Director
Steve Chan
Transportation Manager
Carol Shariat
Principal Transportation Planner
Nicole He
Project Manager, Associate Engineer
Ralph Garcia
Senior Civil Engineer
Stakeholders
Santa Clara Unified School District
Santa Clara High School
Santa Clara Valley Transportation Authority
County of Santa Clara
Boards and Commissions
Bicycle and Pedestrian Advisory Committee
Senior Advisory Commission
Parks and Recreation Commission
Youth Commission
Consultant Team
Alta Planning + Design
Kimley-Horn
2 Benton Street Bikeway Planning Study City of Santa Clara Contents
City of Santa Clara Benton Street Bikeway Planning Study 3 EXECUTIVE SUMMARY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 Scope of Study . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 City Council Preferred Concept . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
01. INTRODUCTION AND BACKGROUND . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 Origins of the Study . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11
02. EXISTING CONDITIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 Roadway Characteristics . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS . . . . . . . . . . . . . . . . . . . . . . 28 Alternative Concepts . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 29 Corridor Design Concepts – 64-Foot Width . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40 Corridor Design Concepts – 38-Foot Width . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 54 Corridor Design Concept – 60-Foot Width . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 62 Traffic Analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 66 Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 96
04. COMMUNITY ENGAGEMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 102 Engagement Strategies . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 103 Phase 1 Engagement Summary Findings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 110 Phase 2 Engagement Summary Findings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 112 Phase 3 Engagement Summary Findings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 116
05. RECOMMENDATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 118 Final Recommendation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 119 Next Steps and Funding . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 120 APPENDICES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 124 A-1. Existing Conditions and Parking Utilization Memorandum A-2. Traffic Analysis Memorandum
B. Speed Survey Results
C-1. Community Survey #1 Results
C-2. Community Survey #2 Results
C-3. Community Survey #3 Results
D. Community Engagement Materials
List of Figures
Figure 1. Benton Street Bikeway Study Schedule . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 Figure 2. Map of Benton Street Corridor Study Area . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 Figure 3. Map of Benton Street Corridor Study Intersections . . . . . . . . . . . . . . . . . . . . . . . . . . 18 Figure 4. Benton Street Collision Profile . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 Figure 5. Map of Bicycle-Involved Collisions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22 Figure 6. Current Average Parking Availability During Peak Periods . . . . . . . . . . . . . . . . . . . . . 26 Figure 7. Project Overview Map . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30 Figure 8. Existing Conditions/No Build Cross-Section – 64-Foot Segment . . . . . . . . . . . . . . . 32 Figure 9. Existing Conditions/No Build Section – 64-Foot Segment by Santa Clara High School . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 34 Figure 10. Existing Conditions/No Build Cross-Section – 38-Foot Segment . . . . . . . . . . . . . . 36 Figure 11. Existing Conditions/No Build Section – 60-Foot Segment . . . . . . . . . . . . . . . . . . . . 38 Figure 12. Concept A: Two Lanes, Center Turn Lane, Buffered Bike Lanes, Parking on Both Sides for Benton Street 64-Foot-Wide Typical Section . . . . . . . . . . . . . . . . 42 Figure 13. Concept A: Two Lanes, Center Turn Lane, Buffered Bike Lanes, Parking on Both Sides for Benton Street 64-Foot-Wide Typical Section – Alongside Santa Clara High School . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 44 Figure 14. Concept B: Two Lanes, Center Turn Lane, Parking-Separated Bikeway for Benton Street 64-Foot-Wide Typical Section . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 46 Figure 15. Concept B: Two Lanes, Center Turn Lane, Parking-Separated Bikeway for Benton Street 64-Foot-Wide Typical Section – Alongside Santa Clara High School . . . 48 Figure 16. Concept C: Four Lanes, Buffered Bike Lanes, Remove Parking on One Side for Benton Street 64-Foot-Wide Typical Section . . . . . . . . . . . . . . . . . . . . . . . . . . . 50 Figure 17. Concept C: Four Lanes, Buffered Bike Lanes, Remove Parking on One Side for Benton Street 64-Foot-Wide Typical Section – Santa Clara High School . . . . 52 Figure 18. Concept D: Bicycle Boulevard, Parking on Both Sides for Benton Street 38-Foot-Wide Typical Section . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 56 Figure 19. Concept E: Buffered Bike Lanes, Remove Parking on Both Sides for Benton Street 38-Foot-Wide Typical Section . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 58 Figure 20. Concept F: Bike Lanes, Remove Parking on One Side for Benton Street 38-Foot-Wide Typical Section . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 60 Figure 21. Concept G: Two Lanes, Buffered Bike Lanes, Parking on Both Sides for Benton Street from Dunford Way to Lawrence Expressway . . . . . . . . . . . . . . . . . . . . . . . . . . 64 Figure 22. Level of Service Analysis for Existing Conditions and Concept C, D, E, F, and G for weekday AM & PM peak periods . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 70 Figure 23. Level of Service Analysis for Concepts A and B (Lane Removal) for weekday AM & PM peak periods . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 72 4 Benton Street Bikeway Planning Study City of Santa Clara Figure 24. Level of Service Analysis for Existing Conditions and Concept C, D, E, F, and G for Saturday peak periods . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 74 Figure 25. Level of Service Analysis for Existing Conditions and Concept A and B for Saturday peak periods . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 76 Figure 26. Level of Service Analysis for Existing Conditions and Concept C, D, E, F, and G for midday peak periods . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 78 Figure 27. Level of Service Analysis for Existing Conditions and Concept A and B for midday peak periods . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 80 Figure 28. Average Parking Occupancy During Peak Periods – 60-Foot and 64-Foot Segment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 84 Figure 29. Average Parking Occupancy During Peak Periods – 38-Foot Segment . . . . . . . . . 86 Figure 30. Average Parking Occupancy Anticipated – Benton Street North Side Parking Removed – 64-Foot Segment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 88 Figure 31. Average Parking Occupancy Anticipated – Benton Street South Side Parking Removed – 64-Foot Segment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 90 Figure 32. Average Parking Occupancy Anticipated – Benton Street North Side Parking Removed – 38-Foot Segment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 92 Figure 33. Average Parking Occupancy Anticipated – Benton Street South Side Parking Removed – 38-Foot Segment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 94 Figure 34. Site Visit Agenda and Observation Locations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 104 Figure 35. Survey Results - Relation to Benton Street . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 116 Figure 36. Ranked Choice Voting Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 117 City of Santa Clara Benton Street Bikeway Planning Study 5 List of Tables
Table 1. Corridor Travel Time . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17 Table 2. Corridor and Surrounding Networks Level of Service . . . . . . . . . . . . . . . . . . . . . . . . . 17 Table 3. Study Intersections . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 Table 4. Benton Street Average Daily Traffic Counts . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19 Table 5. Benton Street Speed Survey Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23 Table 6. Parking Availability Summary by Location . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25 Table 7. Parking Average Availability by Day and Time . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25 Table 8. Estimated Collision Reductions with Crash Modification Factors (2017–2022) . . . . . 66 Table 9. Modeled Travel Time Changes (in minutes) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 68 Table 10. Level of Service Analysis Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 69 Table 11. Estimated Parking Availability on Benton Street with Parking Removal Scenarios . . 83 Table 12. Analysis Summary – 64-Foot Section . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 96 Table 13. Analysis Summary – 38-Foot Section . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 96 Table 14. Benefits Summary – 64-Foot Section . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 98 Table 15. Benefits Summary – 38-Foot Section . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100 Table 16. Online Survey #2 Results – All Responses (258 responses) . . . . . . . . . . . . . . . . . . . . 114 Table 17. Online Survey #2 Results – Santa Clara High School (26 responses) . . . . . . . . . . . . 115 Table 18. Generalized Planning Level Costs – Bikeways . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 120 Table 19. Generalized Planning Level Costs – Spot Improvements . . . . . . . . . . . . . . . . . . . . . 120 6 Benton Street Bikeway Planning Study City of Santa Clara City of Santa Clara Benton Street Bikeway Planning Study 7 Executive
Summary
EXECUTIVE SUMMARY
Scope of Study
The City and project consultant, Alta Planning
+ Design, began working on the Benton Street
Bicycle Planning Study in January 2023 and
expect to be completed by fall 2024. The study
will identify the most feasible design to reallocate roadway space to provide 2.7 miles of bike facilities along Benton Street from Dunford
Way to Lincoln Street. The goal of the study is
to identify bicycle infrastructure improvements
that will close bicycle network gaps, increase
mobility, and encourage the public to choose
more sustainable modes of transportation. The
study also includes reviewing potential options
for parking or lane removal. The project team has
invited nearby residents, business owners, public
health professionals, school staff, commuters,
and community leaders to take part in the
process. This report contains a traffic and parking
analysis, street design concepts, and a discussion
on opportunities and constraints of the potential
design options.
It should be noted that the study is only a planning level document and does not include design, environmental review, or construction of any
alternative. Additional funds would be required to
design and construct the preferred alternative.
City Council Preferred
Concept
To be determined
City of Santa Clara Benton Street Bikeway Planning Study 9
01. Introduction
and
Background
01. INTRODUCTION AND BACKGROUND
The Benton Street segment from Dunford Way to
Lincoln Street was identified as a priority project
in the City of Santa Clara’s Bicycle Plan Update
2018, and it was included in the City of Santa
Clara 2010-2035 General Plan and Santa Clara
Valley Transportation Authority (VTA) Countywide
Bicycle Plan Update 2018. The Benton Street
Bikeway Study also works toward implementation
of the City’s Complete Streets Policy, Resolution
18-8593, and City of Santa Clara Climate Action
Plan by identifying strategies to improve connectivity for people biking and walking and reduce their level of traffic stress to encourage mode
shifts from vehicles toward more sustainable
modes such as biking and walking.
In January 2023, the City Council approved an
agreement for a Bikeway Study for Benton Street
(“Study”). This Study identifies the feasibility of
bicycle improvements along 2.7 miles of Benton
Street from Dunford Way to Lincoln Street, to
better enhance safety and comfort for all.
Origins of the Study
Santa Clara Countywide Bicycle Plan Update 2018
City of Santa Clara 2010-2035 General Plan
City of Santa Clara Bicycle Plan Update 2018
City of Santa Clara Climate Action Plan
City of Santa Clara Benton Street Bikeway Planning Study 11 Celebrating Our
Past, Present and
V ~1t:i~~ ----
01. INTRODUCTION AND BACKGROUND
Study Objectives
The Study identifies bicycle improvements
necessary to expand the existing active transportation network, close network gaps, provide greater connectivity to public transportation,
increase mobility, and encourage the public to
choose more sustainable modes of transportation. The Study also includes a review of potential options for parking removal or lane reductions. It
should be noted that this project is only a planning-level effort and does not include design, environmental review, or construction of any
concept.
Figure 1. Benton Street Bikeway Study Schedule
Timeline
In developing the Study, there were four main
phases of planning:
• Phase 1: Information Gathering and Existing
Conditions Analysis
• Phase 2: Develop and Share Roadway
Concepts
• Phase 3: Review Technical Analysis and
Revised Concepts
• Phase 4: City Council Review and
Consideration
A graphic of the project timeline is shown in
Figure 1.
12 Benton Street Bikeway Planning Study City of Santa Clara Phase 1
Community Workshops
Phase 2
Community Workshops
Information Gathering +
Commurnty Survey
Develop and Share Roadway Concepts
--
- .
01. INTRODUCTION AND BACKGROUND
Santa Clara High School student bicycling eastbound in the narrow shoulder on Benton Street near Kiely Boulevard.
City of Santa Clara Benton Street Bikeway Planning Study 13
02. Existing
Conditions
02. EXISTING CONDITIONS
Roadway Characteristics
Figure 2. Map of Benton Street Corridor Study Area
This Study evaluates 2.7 miles of Benton Street
from Dunford Way to Lincoln Street. From
Dunford Way to Lawrence Expressway is typically
60 feet wide. This is a 0.1-mile east-west segment
with two travel lanes, and a posted speed limit
of 25 to 30 miles per hour (mph). From Lawrence
Expressway to Maryann Drive, the roadway is
typically 64 feet wide. This 1.7-mile east-west
segment has four to five travel lanes, and the
posted speed limit is 25 to 30 mph. Finally, from
Maryann Drive to Lincoln Street, the roadway is
typically 38 feet wide. This 0.8 mile east-west
segment has two lanes and a posted speed limit
of 25 mph.
The Benton Street Corridor is primarily fronted
by residential uses and schools, including Santa
Clara High School (SCHS). There are also many
important community destinations along or
just off the corridor, including Carmichael Park,
Central Park, Carli Park, and the San Tomas
Aquino Creek Trail.
Santa Clara
High School
Existing conditions along the Benton Street Corridor at Kiely Boulevard (left) and Live Oak Drive (right).
City of Santa Clara Benton Street Bikeway Planning Study 15
02. EXISTING CONDITIONS
Study Area Observations
At Pomeroy Avenue and Benton Street
• Even though Pomeroy has bulb outs, cars
turned between pedestrians, not waiting for
them to be out of the intersection. The westbound left turn from Benton to Pomeroy does not have a controlled turn, and the light aligns
with pedestrian crossing signal.
• Cyclists primarily used sidewalks.
• There was heavy vehicle traffic, with cars
close to pedestrians.
• Pedestrian crossing was shared with vehicles
turning.
At Moraga Street and Benton Street
• Vehicles made U-turns and parked in red
zones.
• Chaos and visibility issues were due to driver
behavior.
• Parents utilized parking lot at northwest corner
have trouble getting in and out.
• Drivers were not mindful of pedestrians
crossing at school driveways.
At Kiely Boulevard and Benton Street
• Buses, pedestrians, and cyclists primarily traveled eastbound. • Congestion at southwest corner of Kiely,
where students go to 7-Eleven and parking lot.
• Eastbound cyclists rode in the right lane of the
road when sidewalk filled with pedestrians.
• The sidewalk is narrow and feels close to highspeed traffic. • Groups on sidewalk included students walking
their bikes.
• Left-turn lane at Kiely backed up very far.
• Cyclists pinched at southeast corner going
eastbound and weaving to avoid parked cars, a
potential conflict with vehicles.
• Leading pedestrian intervals could help with
vehicle conflict at corners.
• Some students rode bikes back to school on
the road, and there were fewer vehicles after
3:30 p.m.
At San Tomas Expressway and Benton Street
• Drivers blocked the crosswalk to make right
turns.
• Several students were observed passing the
Expressway to continue eastbound.
• There is a tricky transition at eastbound
Benton, where the bike lane ends, and several
students rode onto the sidewalk for pedestrian
crossing.
16 Benton Street Bikeway Planning Study City of Santa Clara
02. EXISTING CONDITIONS
Traffic
The project team evaluated the time it currently
takes to travel the entire length of the study
corridor in a car at multiple periods (on a weekday
morning between 7:00 and 9:00 a.m., midday
between 1:30 and 3:30 p.m., and evening
between 4:00 and 6:00 p.m., and on Saturday
between 11:30 a.m. and 1:30 p.m.). During the
busiest time of day going westbound (AM peak
period from 7:00 to 9:00 a.m.), it takes 15 minutes
and 39 seconds to travel the entire corridor. The
AM peak period includes high school traffic,
whereas PM peak period is minimally affected
by high school traffic. During the busiest time of
day going eastbound (PM peak period from 4:00
to 6:00 p.m.), it takes 13 minutes and 40 seconds
to travel the entire corridor, as shown in Table 1:
Corridor Travel Time.
The project team also modeled the traffic delay
or Level of Service (LOS) at 36 intersections
along the study corridor and surrounding streets.
Based on the level of delay, each intersection
gets a letter grade A through F. Intersections
with LOS A through D meet City standards.
Intersections with LOS E meet standards for El
Camino Real (a state highway) and any County
expressway. Otherwise, LOS E and F are considered substandard.
Of the 36 intersections studied, three are
currently substandard in the AM peak period,
and three are substandard in the PM peak period
on weekdays, as shown in Table 2: Corridor and
Surrounding Networks Level of Service. More
detailed maps showing current and estimated
LOS are shown in Chapter 3: Corridor Alternative
Concepts and Analysis.
Table 1. Corridor Travel Time
Time Period Corridor Travel Time (min:sec)
Westbound
AM Peak 15:39
PM Peak 11:47
Midday 11:10
Saturday 09:22
Eastbound
AM Peak 10:49
PM Peak 13:40
Midday 10:38
Saturday 09:25
Table 2. Corridor and Surrounding
Networks Level of Service
Time Period Meets
Standard
Substandard
AM Peak 33 3
PM Peak 33 3
Midday 35 1
Saturday 36 0
City of Santa Clara Benton Street Bikeway Planning Study 17
02. EXISTING CONDITIONS
Table 3. Study Intersections
Corridors (East-West)
Cross Streets (North-South)
El Camino Real Benton Street Homestead Road
1. Halford Ave 18. Dunford Way 26. Lawrence Expwy
2. Lawrence Expwy (west) 19. Lawrence Expwy 27. Bing Dr/Princeton Way
3. Lawrence Expwy (east) 20. Pomeroy Ave 28. Pomeroy Ave
4. Flora Vista Ave 21. Moraga St 29. Pepper Tree Ln
5. Nobili Ave 22. Kiely Blvd 30. Kiely Blvd
6. Pomeroy Ave 23. San Tomas Expwy 31. Shopping Ctr-Libr. Driveway
7. Calabazas Blvd 24. Scott Blvd 32. Layton St
8. Alpine Ave 25. Lincoln St 33. San Tomas Expwy
9. Bowers Ave / Kiely Blvd 34. Los Padres Blvd
10. Bowe Ave 35. Scott Blvd
11. Buchanan Dr 36. Winchester Blvd
12. Morse Ln
13. San Tomas Expwy
14. Los Padres Blvd
15. McCormick Dr
16. Scott Blvd
17. Lincoln St
FAIRFIELD AVE
SCOTT BLVD
SUNSET DR
BLOSSOM DR
SUNLITE DR
MARYANN DR
SAN TOMAS EXPY
LAS PALMAS DR
BLACKFIELD CT
LOYOLA CT
BUCHANAN DR
WHITE DR
SONOMA PL
SONOMA PL
MORAGA ST
KIELY BLVD
LIVE OAK DR
POMEROY AVE
JULIE CT
CAPITOLA WAY
CURTIS AVE
WATERBIRD WAY
FLORA VISTA AVE
WOOD DUCK AVE
DUNFORD WAY
CHAPEL DR
CARMEL WAY
PIERCE ST
BLOCK DR
ALLICE DR
LAWRENCE EXPY
BENTON ST
LINCOLN ST
HOMESTEAD RD
EL CAMINO REAL
LOS PADRES BLVD
BENTON ST
Earl R
Carmichael
Park
Mary Gomez
Park and
Pool
Henry
Schmidt
Park
Mission City
Memorial Park
Central
Park
Central
Park
Pruneridge
Golf Course
Bowers Park
Santa Clara
High School
New Valley
High School
Briarwood
Elementary
School
John Sutter
Elementary
School Millikin
Basics+
Scott Lane
Elementary
School
Cabrillo
Middle
School
Bowers
Elementary
School
Westwood
School
Pomeroy
Elementary
School
Wilson High
School
Central Park
Elementary
STEAM
Haman
Elementary
School
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
19 20
21 22 23 24
25 26 27 28 29
30 31
32 33
34 35
36 Data provided by the City of Santa Clara. Document: N:\Shared\PROJECTS\2022\00-2022-252 Santa Clara, CA Benton Street Bikeway\GIS\Process\00-2022-252-Benton St_Basemap.aprx. Date saved: 4/15/2024. 0 0.25 MILES
BENTON STREET
18 31
STUDY INTERSECTIONS LEGEND
Study Intersections
CITY BOUNDARY
Study Corridor
Parks
School
Figure 3. Map of Benton Street Corridor Study Intersections 18 Benton Street Bikeway Planning Study City of Santa Clara ' I
I
' ' '•
' ' I
_,
I
I
I
' '
02. EXISTING CONDITIONS
Table 4. Benton Street Average Daily Traffic Counts
# Location Eastbound Westbound Total
1 Flora Vista Ave 7-Day 4,633 4,945 9,578
Weekday (T-Th) 4,316 4,793 9,109
Weekend (Sat, Sun) 4,989 5,136 10,125
2 Pomeroy Ave 7-Day 4,822 4,950 9,772
Weekday (T-Th) 4,406 4,753 9,159
Weekend (Sat, Sun) 5,225 5,209 10,434
3 Moraga St 7-Day 5,205 5,190 10,395
Weekday (T-Th) 4,482 4,759 9,241
Weekend (Sat, Sun) 5,863 5,632 11,494
4 Buchanan Ct 7-Day 5,281 5,868 11,149
Weekday (T-Th) 4,710 5,490 10,200
Weekend (Sat, Sun) 5,791 6,281 12,072
5 Sunset Dr 7-Day 2,939 2,909 5,848
Weekday (T-Th) 2,593 2,694 5,287
Weekend (Sat, Sun) 3,207 3,123 6,329
6 Pierce St 7-Day 2,530 2,196 4,726
Weekday (T-Th) 2,188 1,974 4,161
Weekend (Sat, Sun) 2,789 2,410 5,199
Benton Street sees anywhere from 4,000 to
12,000 vehicles over the course of an entire
day, with higher volumes over the weekends, as
shown in Table 4.
Safety
Between 2017 and 2022, there were 122 collisions along the Benton Study Corridor, with two resulting in serious injuries. These serious injuries occurred at the intersection with San Tomas Expressway and Pomeroy Avenue, and victims
were older community members riding bicycles.
No fatal collision was found along the Benton
Study Corridor. Furthermore, of the 122 collisions, 16 involved bicyclists and four involved pedestrians. The primary crash factor was unsafe
speeds (33 collisions), followed by auto rightof-way violation (22 collisions). Broadside and rear-end collisions made up 66% of the total
collisions (34% and 32%, respectively). Almost
two-thirds of the time pedestrians were struck
(64%), they were crossing at intersections in
crosswalks. Two of the four pedestrian-involved collisions were located near SCHS. Most bicycle-involved collisions occurred in two locations, one around SCHS (five bicycle-involved collisions) and the other around San Tomas
Expressway (five bicycle-involved collisions).
Additionally, most collisions occurred during the
afternoon (2:00 to 5:00 p.m.), which includes
afternoon dismissal from schools in the area,
including SCHS. The results are summarized in
Figure 4 and Figure 5.
City of Santa Clara Benton Street Bikeway Planning Study 19
02. EXISTING CONDITIONS
Figure 4. Benton Street Collision Profile
20 Benton Street Bikeway Planning Study City of Santa Clara
BENTON STREET BIKEWAY STUDY
COLLISION PROFILE, 2017 - 2022
,- - - - - - • CABRILLO AVE
-_, I
NewValley
High
Briarwood
Elementary
~
I
-_, I
I .-•
~·~
I
~
I
I
..-
~
~ ~ Pomeroy
~ Elementary
:----t:2= 0 o
This map shows density of injury-causing
collisions at intersections and on every
block in the study corridor and on parallel
streets (El Camino Real and Homestead
Rd).
Collision data from 2017 to 2022
was provided by the City of Santa Clara.
alta
a,
(/)
~ a,
'.'i
«
u
UJ
;,:
(/)
"' UJ
s:
0 a,
Bowers
Elementary Cabri//o i,:: Middle ~
(/)
«
:a
0 rz
«
(J)
EL CAMINO REAL
0 ~
~~
0.5 INJURY-CAUSING COLLISIONS
Number at Intersection Number on Block
0 1 = 1
0 2 - 3 ~ 2 - 3
0 4 - 6 C:::, 4 - 6
0 7 -10 - 7 - 10
0 11 -18 - 11-18
C
:';
a,
r5
u
(J)
I ' - ........ i ........... , I I
~----I I I
'• .?~IJ..,!.O~~ - - - J Santa Clara ,
I
1 MILES
STUDY FEATURES
City Boundary
Parks
Santa Clara City
D Benton Street Bikeway
Study Limits
Schools
02. EXISTING CONDITIONS
City of Santa Clara Benton Street Bikeway Planning Study 21
COLLISION CHARACTERISTICS
ALL COLLISIONS ON BENTON STREET
Total KSI
All Collisions 122 2
Alcohol Involved 5 0
Speeding Involved 33 1
Collisions After Dark 40 2
Bicycle Pedestrian
16 4
0 0
3 0
5 2
Two of the Killed or Seriously Injured (KS/) crashes on Benton St involved bicycles. One occurred near Live Oak Drive and one at the San Tomas Expressway. There were no pedestrian KSls.
PRIMARY CRASH FACTOR
Unsafe Speed
Auto R/W Violation
Improper Turning
Traffic Signals and
Signs
Wrong Side of Road 16
0 5
122
1,9
__J14
10 15 20
Number of Collisions
25 30
COLLISION SEVERITY BY TIME OF DAY
15_0 Property Damage Only
Complaint of Pain
12_5 - Minor Injury
r.n 10_0 - Severe Injury C
0 - Fatality :fa
8 7.5
5.0 25
0.0 133
PEDESTRIAN LOCATION
WHEN STRUCK
- Crossing In Crosswalk At Intersection
- Crossing Not In Crosswalk
TYPE OF COLLISION
- Broadside
- Rear-End
- Other
- Sideswipe
02. EXISTING CONDITIONS
Figure 5. Map of Bicycle-Involved Collisions
22 Benton Street Bikeway Planning Study City of Santa Clara
BENTON STREET BIKEWAY STUDY
BICYCLE COLLISIONS, 2017 - 2022
,- -
I 1";
·-· I CD
NewValley
High
Briarwood ,ii:.
Elementary ,>.l'-'-0 I>'
cl>-"
Bowers
Elementary
Cabrillo
Middle
=
Scott
Lane
Elementary
0 ------;::: 0:-------------------.,,.. ,,,---..... ___ _flEl~DIN' ~ Clara High ~ ~ w
Stratford " I X
t aurelwood ~
tie-mentary----~ I
w'
CX: I
,t I
School Central Park Elementary
:5: Monticello Academy
HOMESTEAD '6°
John Sutter Elementary
INJURY-CAUSING COLLSIONS
BIKE-INVOLVED
Number at Intersection
0 1
0 2
0 4
Q 6
Number on Block
= 1
~ 2
4 6
This map shows density of injury-causing
collisions at intersections and on every
block in the study corridor and parallel
streets {El Camino Real and Homestead
Rd).
Collision data from 201 7 to 2022
was provided by the City of Santa Clara.
alta
STUDY FEATURES
- - - City Boundary
Benton Street
D Bikeway Study
Limits
Parks
Santa Clara City
Schools
Haman Elementary
Live
Oak Academy
(;;i>
0 Westwood School
0.5 1 MILES
Santa
_ g1,11ca __
;san Jose
02. EXISTING CONDITIONS
SPEED DATA
The City collected vehicle speed data using
pneumatic tubes at nine locations along the
corridor across seven days (March 31 to April
6, 2023). Benton Street has a posted speed
limit of 30 miles per hour (mph) from Lawrence
Expressway to Maryann Drive. On average,
77.5% of drivers exceeded the speed limit on
this section. Benton Street has a speed limit of
25 miles per hour from Maryann Drive to Lincoln
Street. On average, 82.7% of drivers exceeded
the speed limit on this section. Around 90% of
Lawrence Expwy to Maryann Dr - Posted Speed Limit 30 MPH Speed Location (Eastbound) 85th Percentile
Speed (mph)
Percentage of People
Driving > 30 mph
Flora Vista Ave 41 90.0%
Pomeroy Ave 39 75.8%
Moraga St 39 74.3%
Buchanan Dr 38 71.9%
Eastbound Average 39 78.0%
Speed Location (Westbound) 85th Percentile
Speed (mph)
Percentage of People
Driving > 30 mph
Flora Vista Ave 39 84.1%
Pomeroy Ave 38 74.9%
Moraga St 38 72.9%
Buchanan Dr 37 76.0%
Westbound Average 36 77.0%
Corridor Average 39 77.5%
Maryann Dr to Lincoln St - Posted Speed Limit 25 MPH
Speed Location (Eastbound) 85th Percentile
Speed (mph)
Percentage of People
Driving > 30 mph
Sunset Dr 34 86.6%
Pierce St 33 79.0%
Eastbound Average 34 82.8%
Speed Location (Westbound) 85th Percentile
Speed (mph)
Percentage of People
Driving > 30 mph
Sunset Dr 33 79.1%
Pierce St 33 86.0%
Westbound Average 33 82.6%
Corridor Average 33 82.7%
Table 5. Benton Street Speed Survey Results
people driving vehicles eastbound at Benton
Street and Flora Vista Avenue exceeded the
30-mph speed limit during the study period. And
as shown in Table 5: Benton Street Speed Survey
Results, the 85th percentile speeds ranged from
33 to 41 mph, averaging around 37 mph. The 85th
percentile speed is the speed at which 85% of
the people driving on a road segment travel at
or below. Based on this speed survey, the Study
presents an opportunity to reduce vehicle speeds
through thoughtful roadway design changes.
City of Santa Clara Benton Street Bikeway Planning Study 23
02. EXISTING CONDITIONS
Parking Utilization
The project team conducted parking counts
along both sides (westbound and eastbound)
of Benton Street between Dunford Way and
Lincoln Street on three consecutive weekdays
(Tuesday through Thursday) on April 4, 5, and 6,
and on Saturday, April 8, 2023. Counts were also
collected on all side streets along Benton Street
(500-foot segments) within the project area (i.e.,
24 side streets). Staff conducted counts during
three time periods per day:
• 7:00 to 9:00 a.m. to capture peak daytime
parking needs,
• 11:00 a.m. to 2:00 p.m. to capture peak midday
parking needs, and;
• 2:00 to 4:00 a.m. to capture peak overnight
parking needs.
Available parking spaces were calculated by
measuring the full length of the available frontage
along the roadway and discounting the red curb
frontage. Driveways were also counted and then
subtracted (20 feet per driveway). This number
was then divided by the average parallel parking
spot length of 22 feet.
The project team studied the following side
streets for 500 feet from Benton Street to the
north and south:
• Waterbird Way
• Wood Duck Avenue
• Lawrence Expressway
• Flora Vista Avenue
• Curtis Avenue
• Capitola Way
• Julie Court
• Pomeroy Avenue
• Live Oak Drive
• Moraga Street
• Kiely Boulevard
• Sonoma Place
• White Drive
• Buchanan Drive
• Buchanan Court
• Loyola Court
• La Palmas Drive
• Blackfield Drive
• San Tomas Expressway
• Maryann Drive
• Los Padres Boulevard
• Block Drive
• Sunset Drive
• Blossom Drive
• Sunlite Drive
• Alice Drive
• Scott Boulevard
• Fairfield Avenue
• Inverness Avenue
• Chapel Drive
• Carmel Way
• Pierce Street
Benton Street accommodates 586 parking spaces
along the study corridor and 1,216 parking spaces
on side streets (500 feet along both sides from
every Benton Street intersection). Utilization
rates are calculated by the number of parking
spaces used out of the full available inventory
of legal spaces. Along the north side of Benton
24 Benton Street Bikeway Planning Study City of Santa Clara
02. EXISTING CONDITIONS
Table 6. Parking Availability Summary by Location
Location Available
Parking Spaces
Average Cars
Observed
Parking
Utilization Rate
Parking
Availability
Benton Street - Overall 586 156 27% 73%
Benton Street - North Side 313 93 30% 70%
Benton Street - South Side 273 62 23% 77%
Side Streets 1,216 372 29% 71%
Table 7. Parking Average Availability by Day and Time
Parking Count Period Benton Street
Utilization
Benton Street
Availability
Side Street
Utilization
Side Street
Availability
Weekday Morning, 7:00 - 9:00 a.m. 26% 74% 29% 71%
Weekday Midday, 11:00 a.m. - 2:00 p.m. 22% 78% 26% 74%
Weekday Overnight, 2:00 - 4:00 a.m. 28% 72% 33% 67%
Weekend Morning, 7:00 - 9:00 a.m. 29% 71% 32% 68%
Weekend Midday, 11:00 a.m. - 2:00 p.m. 26% 74% 30% 70%
Weekend Overnight, 2:00 - 4:00 a.m. 29% 71% 34% 66%
Street, 93 out of 313 available parking spaces
were used, which means there is a 30% utilization
rate, leaving 70% of spaces available. Overall,
the northern side of the corridor experienced
higher utilization rates than the southern side,
which experienced a utilization rate of 23%,
where 77% of spaces were available. The average
weekly parking utilization rates for the corridor
generally fall below 30% and are slightly higher
over the weekends. In terms of utilization along
side streets, most side streets have availability
between 50% and 85%, so their utilization rates
fall between 15% and 50% with higher rates
near the expressways, schools, apartments, and
community centers. These availability rates are
summarized in Table 6 and Table 7.
City of Santa Clara Benton Street Bikeway Planning Study 25
02. EXISTING CONDITIONS
Figure 6. Current Average Parking Availability During Peak Periods 26 Benton Street Bikeway Planning Study City of Santa Clara
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PARKING AVAILABIL
- No Parking
- >50% -
50%- 30%
02. EXISTING CONDITIONS
City of Santa Clara Benton Street Bikeway Planning Study 27 (/)
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03. Corridor
Alternative
Concepts
and Analysis
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
To meet the goals of the study, the project team
developed three future visions or alternatives
for the corridor for each of the two predominant widths. While each is technically feasible, they have unique benefits and trade-offs. The
fourth alternative for each is to do nothing, also
known as the “No Build” scenario. This chapter
will describe each of the alternatives. The entire
project corridor can be seen in Figure 7.
Existing Conditions/No Build
These roadway cross-sections, and following
concepts, show prototypical locations on Benton
Street to demonstrate different roadway and
intersection design features. The concepts are
not specific to a particular location or intersection
on Benton Street. The cross-section design detail
and more information on proposed dimensions
and considerations of typical 64-foot, 38-foot,
and 60-foot segments of Benton Street can be
seen in Figure 8 through Figure 11. The existing
conditions are summarized below and represent a
“No Build” scenario.
64-foot-wide typical section (Lawrence
Expressway to San Tomas Expressway)
Benton Street from Lawrence Expressway to
San Tomas Expressway generally has four traffic
lanes and parking on both sides. The vehicle
travel lanes are 11 to 12 feet wide; curb to curb
width is 64 feet (including the gutter); and the
public right-of-way is approximately 90 feet
wide. This condition varies from Live Oak Drive
to Sonoma Place near SCHS where there is a
two-way left-turn lane, parking only along the
north side of the street, and parking restricted
along the south side of the street.
38-foot-wide typical section (Maryann Drive to
Lincoln Street)
Benton Street from Maryann Drive to Lincoln
Street has two travel lanes and parking on both
sides. The vehicle travel lanes are 11 feet wide;
curb to curb width is 38 feet (including the
gutter); and the public right-of-way is 60 feet
wide.
60-foot-wide typical section (Dunford Way to
Lawrence Expressway)
Benton Street from Dunford Way to Lawrence
Expressway has two traffic lanes and parking on
both sides. The vehicle travel lanes are 20 feet
wide; curb to curb width is 60 feet (including the
gutter).
Some bicyclists were observed using the sidewalk due to no dedicated bicycle lanes (left). Bicyclists utilize the shoulder/parking lane when parked cars are not present, but this leads to the need to weave in and out of the vehicle travel lane (right).
Alternative Concepts
City of Santa Clara Benton Street Bikeway Planning Study 29
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
Figure 7. Project Overview Map
30 Benton Street Bikeway Planning Study City of Santa Clara
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
City of Santa Clara Benton Street Bikeway Planning Study 31
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
Figure 8. Existing Conditions/No Build Cross-Section – 64-Foot Segment 9’
11’ 9’
5’
5’
12’
11’ 12’
8’
8’
P
P
PARKING LANES
Curbside parallel parking is
present along the majority of
the corridor
BUS STOPS
Route 53 ru
min along B
TYPICAL ROAD WIDTHS DO NOT REFLECT UNIQUE
CONDITIONS, THESE FIGURES ARE DESIGNED TO
FACILITATE PUBLIC FEEDBACK.
64’ WIDE TYPICAL
Existing Conditions / No Build Option
BENTON ST FROM LAWRENCE EXPWY TO LIVE OAK DRIVE + KIELY BLVD TO MA • Bike throughlanes from Las Palmas Dr to Maryann Dr
• 11’-12’ Traffic lane width varies
• 8’-9’ Parking lane width varies
• 90’ Total ROW
32 Benton Street Bikeway Planning Study City of Santa Clara PROPERTY LINE 1> 8 'TJ :::0 'TJ CD :::O~;::o -11/ (J) Oo o :£ X n . C <D :::0 q CD ---
PROPERTY
, ,a.,~
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
NOTE: THESE FIGURES ARE INTENDED ONLY FOR REFERENCE, CONCEPTUAL PLANNING, AND INFORMATIONAL PURPOSES. THESE FIGURES 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.
S
uns every 30
Benton
CHALLENGING VISIBILITY
Driveway entry and exit is challenging
due to fast-moving vehicles and
curbside parking
PHOTO: EXISTING CONDITIONS ON BENTON
ARYANN DR
City of Santa Clara Benton Street Bikeway Planning Study 33 IJ
>
:::
.J
•
•
•
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
Figure 9. Existing Conditions/No Build Section – 64-Foot Segment by Santa Clara High School 6 FACIN
11'
CENTER LAN
10'
TRAVEL LANE
14'
TRAVEL LANE
SCHOOL
SIDE
64’ WIDE
Existing Conditions / No Build Option
ALONGSIDE HIGH SCHOOL
BENTON ST FROM LIVE OAK DR TO KIELY BLVD
• One side parking + center lane
34 Benton Street Bikeway Planning Study City of Santa Clara
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
64'
G WEST
10' 10'
TRAVEL LANE TRAVEL LANE
E
9'
PARKING
City of Santa Clara Benton Street Bikeway Planning Study 35 ®
•
§ENJON§J ,,::::::,
1!lt
• 1!lt
1!lt •
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
Figure 10. Existing Conditions/No Build Cross-Section – 38-Foot Segment 8’
8’
5’
5’
11’ 11’
P
P
5’
5’
PARKING LANES
Curbside parallel parking is
present along the majority of
the corridor.
B
C
TYPICAL ROAD WIDTHS DO NOT REFLECT UNIQUE
CONDITIONS, THESE FIGURES ARE DESIGNED TO
FACILITATE PUBLIC FEEDBACK.
38’ WIDE TYPICAL
Existing Conditions / No Build Option
BENTON ST FROM MARYANN DR TO LINCOLN ST
• 11’ Traffic Lanes
• 38’ Curb to Curb Width
• 60’ Total ROW
36 Benton Street Bikeway Planning Study City of Santa Clara ')> 7J ?f!l a () C PROPERTY LINE ------- PROPERTY LINE
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
BUS STOPS
Curbside pick up
NOTE: THESE FIGURES ARE INTENDED ONLY FOR REFERENCE, CONCEPTUAL PLANNING, AND INFORMATIONAL PURPOSES. THESE FIGURES 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.
PHOTO: EXISTING CONDITIONS ON BENTON
City of Santa Clara Benton Street Bikeway Planning Study 37 t
• -s -s
-s •
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
Figure 11. Existing Conditions/No Build Section – 60-Foot Segment P
P
60’ WIDE
Existing Conditions / No Build
VARIATION FROM TYPICAL EXISTING CONDITION
BENTON ST FROM DUNFORD WAY TO LAWRENCE
EXPWY
• Wide travel lanes
60’ WIDE
Proposed Concept G
VARIATION FROM TYPICAL EXISTING CONDITION
BENTON ST FROM DUNFORD WAY TO LAWRENCE
EXPWY
• Buffered bike lanes
• Standardized travel lanes
38 Benton Street Bikeway Planning Study City of Santa Clara • .. BENJ9N,.?J
t ~.. ..
• •
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
60'
FACING WEST
20'
TRAVEL LANE
20'
TRAVEL LANE
10'
PARKING
10'
PARKING
60'
12'
TRAVEL LANE
10'
BUFFERED PARKING
BIKE LANE
BUFFERED
BIKE LANE
12'
TRAVEL LANE
10'
PARKING
5' 3' 3' 5'
City of Santa Clara Benton Street Bikeway Planning Study 39 ® ®
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
Concept A: Two Lanes, Center Turn
Lane, Buffered Bike Lanes, Parking on
Both Sides
From Lawrence Expressway to Live Oak Drive
and from Kiely Boulevard to Maryann Drive, this
concept removes one travel lane in each direction
and adds a two-way center left-turn lane. Parking
is maintained on both sides of the street. An
eight-foot-wide buffered bicycle lane (Class IIB) is
added to each side of the street, with five feet of
bikeway and three feet of buffer.
From Live Oak Drive to Kiely Boulevard, alongside
SCHS, this concept removes one travel lane in
each direction and keeps the two-way left-turn
lane. This concept provides additional protection
for cyclists arriving at the high school or traveling through the area. The parking on the north side of the street is maintained. A nine-foot-wide
buffered bike lane is added to the north side of
the street and an 11-foot-wide separated bikeway
(Class IV) is added to the south side of the street
(school side). The cross-section design detail and
more information on proposed dimensions and
considerations for this concept can be seen in
Figure 12 (for typical 64-foot-wide section) and
Figure 13 (alongside Santa Clara High School).
Concept B: Two Lanes, Center Turn
Lane, Parking-Separated Bikeway
From Lawrence Expressway to Live Oak Drive
and from Kiely Boulevard to Maryann Drive, this
concept removes one travel lane in each direction and adds a two-way center left-turn lane.
An eight-foot-wide parking-separated bikeway
is added to each side of the street, with five
feet of bikeway and three feet of buffer. Parking
is maintained on both sides of the street but is
positioned outside the bikeway to act as vertical
separation between the bikeway and vehicle
travel lane.
From Live Oak Drive to Kiely Boulevard, alongside
SCHS, this concept removes one travel lane in
each direction and keeps the two-way left-turn
lane. This concept provides additional protection
for cyclists arriving at the high school or traveling
through the area. The parking on the north side
of the street is moved outside a nine-foot-wide
buffered bike lane. An 11-foot-wide separated
bikeway (Class IV) is added to the south side of
the street (school side). The cross-section design
detail and more information on proposed dimensions and considerations for this concept can be seen in Figure 14 (for typical 64-foot-wide
section) and Figure 15 (alongside Santa Clara
High School).
Corridor Design Concepts – 64-Foot Width
40 Benton Street Bikeway Planning Study City of Santa Clara
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
Concept C: Four Lanes, Buffered Bike
Lanes, Remove Parking on One Side
From Lawrence Expressway to Live Oak Drive
and from Kiely Boulevard to Maryann Drive, this
concept maintains four travel lanes but removes
one parking lane. Parking will be removed from the
south side, as that would have the least impact on
parking supply on the Benton Street 64-foot-wide
section. A seven-foot-wide buffered bicycle lane
(Class IIB) is added to each side of the street, with
five feet of bikeway and two feet of buffer.
From Live Oak Drive to Kiely Boulevard, alongside
SCHS, this concept keeps four travel lanes and the
two-way left-turn lane. On the north side of the
street, parking is removed, and a five-foot-wide
bike lane is added. An eight-foot-wide separated
bikeway (Class IV) is added to the south side of
the street (school side). The cross-section design
detail and more information on proposed dimensions and considerations for this concept can be seen in Figure 16 (for typical 64-foot-wide section)
and Figure 17 (alongside Santa Clara High School).
City of Santa Clara Benton Street Bikeway Planning Study 41
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
Figure 12. Concept A: Two Lanes, Center Turn Lane, Buffered Bike Lanes, Parking on Both Sides for Benton Street 64-Foot-Wide Typical Section
8’
11’
8’
5’
5’
5’
10’
5’ 3’
3’
11’
8’
8’
P
P
PARKING
Maintains curbside parking
64’ WIDE TYPICAL
Concept A
TWO LANES, CENTER TURN LANE, BUFFERED BIKE LANES,
PARKING ON BOTH SIDES
BENTON ST FROM LAWRENCE EXPWY TO LIVE OAK DRIVE +
KIELY BLVD TO MARYANN DR
• 2 Traffic lanes + Center turn lane
• Class II buffered bike lanes
• Conflict striping at bus stops
• Increased visibility at driveways
• Maintains on-street parking
on both sides
42 Benton Street Bikeway Planning Study City of Santa Clara I )_
I ....
! fn I 0.:
10 I 8: I
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
IMPROVED VISIBILITY
Striped buffers at driveways
improve sight lines
BUFFERED BIKE LANES
A buffer between vehicle traffic provides
additional horizontal separation from vehicles.
BUS MIXING ZONE
Green striping helps warn users of potential
conflict between buses and cyclists.
Buffer area maintains consistent vehicle lane
width.
TRASH COLLECTION
Facilitates bin location for
trash collection.
City of Santa Clara Benton Street Bikeway Planning Study 43 ~ ' -...J •
•
~ BENTON 51
•
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
Figure 13. Concept A: Two Lanes, Center Turn Lane, Buffered Bike Lanes, Parking on Both Sides for Benton Street 64-Foot-Wide Typical Section – Alongside Santa Clara High School 6 FACIN
12'
CENTER LAN
12'
SEPARATED TRAVEL LANE
BIKEWAY
4'7'
SCHOOL
SIDE
64’ WIDE
Concept A
ALONGSIDE HIGH SCHOOL
BENTON ST FROM LIVE OAK DR TO KIELY BLVD
• South side protected bike lane - in front of high school • North side buffered bike lane - in front of residences 44 Benton Street Bikeway Planning Study City of Santa Clara ·I·
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
64'
G WEST
12'
TRAVEL LANE
NE
8'
BUFFERED PARKING
BIKE LANE
3' 6'
City of Santa Clara Benton Street Bikeway Planning Study 45 i ®
• I • . I . • I • . 1 · · I
•
§ENI9N§J ~ ~
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
Figure 14. Concept B: Two Lanes, Center Turn Lane, Parking-Separated Bikeway for Benton Street 64-Foot-Wide Typical Section
3’
11’
3’ 8’
5’ 5’
5’ 5’
10’
8’ 11’
8’
8’
P
P
PARKING PROTECTED BIKE LANES
Parking along the corridor is retained
between the bike lane and vehicle
lanes. This provides bike lanes users
separation and protection from vehicle
traffic and buffer from vehicle doors.
This design also provides room for safe
vehicle passenger boarding and has the
added co-benefit of improving sidewalk
user comfort.
64’ WIDE TYPICAL
Concept B
TWO LANES, CENTER TURN LANE, PARKING-PROTECTED BIKE LANES BENTON ST FROM LAWRENCE EXPWY TO LIVE OAK DRIVE + KIELY
BLVD TO MARYANN DR
• 2 Traffic lanes + Center turn lane
• Transit boarding mixing zones
• Maintains on-street parking
• Bike lanes are parking protected
46 Benton Street Bikeway Planning Study City of Santa Clara
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
IMPROVED VISIBILITY
Striped buffers at driveways
improve sight lines
BUS MIXING ZONE
Green striping helps warn users of potential
conflict between buses and cyclists.
Buffer area maintains consistent vehicle lane
width.
EXAMPLE OF PARKING PROTECTED
BIKE LANES
TRASH COLLECTION
Facilitates bin location for
trash collection.
City of Santa Clara Benton Street Bikeway Planning Study 47 @!:] 9' NTON ST ;::::::::> • $ ~
~
•
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
Figure 15. Concept B: Two Lanes, Center Turn Lane, Parking-Separated Bikeway for Benton Street 64-Foot-Wide Typical Section – Alongside Santa Clara High School 6 FACIN
12'
CENTER LAN
12'
SEPARATED TRAVEL LANE
BIKEWAY
4'7'
SCHOOL
SIDE
64’ WIDE
Concept B
ALONGSIDE HIGH SCHOOL
BENTON ST FROM LIVE OAK DR TO KIELY BLVD
• South side protected bike lane - in front of high school • North side parking-protected bike lane - in front of residences 48 Benton Street Bikeway Planning Study City of Santa Clara -•---
'Ir r I r
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
64'
NG WEST
12'
TRAVEL LANE
NE
8'
PARKING SEPARATED
BIKEWAY
3' 6'
City of Santa Clara Benton Street Bikeway Planning Study 49 ®
•
BENTON ST :::;::,
15:
15:
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
Figure 16. Concept C: Four Lanes, Buffered Bike Lanes, Remove Parking on One Side for Benton Street 64-Foot-Wide Typical Section
8’
11’
5’
5’
10’
5’ 2’ 11’
8’
8’
P
10’
5’2’
PARKING ON ONE SIDE
Maintains some street
parking
64’ WIDE TYPICAL
Concept C
FOUR LANES, BUFFERED BIKE LANES, REMOVE PARKING ON ONE SIDE BENTON ST FROM LAWRENCE EXPWY TO LIVE OAK DRIVE + KIELY BLVD
TO MARYANN DR
• 4 Traffic lanes
• Class II buffered bike lanes
• Conflict striping at bus stops
• Maintain on-street parking
on one side
50 Benton Street Bikeway Planning Study City of Santa Clara
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
EXAMPLE OF BUFFERED BIKE LANES
A buffer between vehicle traffic provides
additional comfort for cyclists.
BUS MIXING ZONE
Green striping helps warn users of potential
conflict between buses and cyclists.
Buffer area maintains consistent vehicle lane
width.
City of Santa Clara Benton Street Bikeway Planning Study 51 ~ -.....
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
Figure 17. Concept C: Four Lanes, Buffered Bike Lanes, Remove Parking on One Side for Benton Street 64-Foot-Wide Typical Section – Santa Clara High School 6 FACIN
CEN
10'
TRAVEL LANE
5' 3'
10'
SEPARATED TRAVEL LANE
BIKEWAY
SCHOOL
SIDE
64’ WIDE
Concept C
ALONGSIDE HIGH SCHOOL
BENTON ST FROM LIVE OAK DR TO KIELY BLVD
• South side protected bike lane - in front of high school • North side bike lane - in front of residences
• Remove parking on residential side
52 Benton Street Bikeway Planning Study City of Santa Clara
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
64'
NG WEST
10' 10'
TRAVEL LANE TRAVEL LANE
11'
NTER LANE
5'
BIKE LANE
City of Santa Clara Benton Street Bikeway Planning Study 53 •
BENTON ST :::;::,
15:
15:
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
Corridor Design Concepts – 38-Foot Width
Concept D: Bicycle Boulevard, Parking
on Both Sides
This concept has two travel lanes that are
shared with bicycles to create a bicycle boulevard (Class IIIB). Striping, signage, wayfinding, and traffic calming features are added to this
segment to promote safe travel for all users of
the shared facility. The traffic calming features
must comply with the City’s Neighborhood Traffic
Calming Program. The cross-section design detail
and more information on proposed dimensions
and considerations for this concept can be seen
in Figure 18.
Concept E: Buffered Bike Lanes, Remove
Parking on Both Sides
This concept has two travel lanes. Parking is
restricted on both sides of the street. An eightfoot-wide buffered bicycle lane (Class IIB) is added to each side of the street, with five feet of
bikeway and three feet of buffer. The cross-section design detail and more information on proposed dimensions and considerations for this
concept can be seen in Figure 19.
54 Benton Street Bikeway Planning Study City of Santa Clara
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
Concept F: Bike Lanes, Remove Parking
on One Side
This concept has two travel lanes. Parking will be
removed from the north side, as that would have
the least impact on parking supply on the Benton
Street 38-foot-wide section. A minimum five-footwide bike lane (Class II) is added to each side of the street. Vehicle travel lanes are reduced to 10
feet wide. The cross-section design detail and
more information on proposed dimensions and
considerations for this concept can be seen in
Figure 20.
City of Santa Clara Benton Street Bikeway Planning Study 55
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
Figure 18. Concept D: Bicycle Boulevard, Parking on Both Sides for Benton Street 38-FootWide Typical Section 8’
8’
5’
5’
11’ 11’
P
P
5’
5’
PARKING
Maintains curbside parking
38’ WIDE TYPICAL
Concept D
BICYCLE BOULEVARD, PARKING ON BOTH SIDES
BENTON ST FROM MARYANN DR TO LINCOLN ST
• Bikes and vehicles share the travel lane
• Maintain two travel lanes
• Additional signage and striping
56 Benton Street Bikeway Planning Study City of Santa Clara I
It
I Q:: II,
I Y.,j ~ I 0.: - 0 .....
: 8:
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
BIKE BOULEVARD
Sharrows, and other traffic
calming elements to be
determined
BIKE BOULEVARD
Bike boulevards share roadway priority
with cyclists. Traffic calming elements
may be introduced to deter excess
vehicle speeds for comfort and safety on
the shared roadway.
City of Santa Clara Benton Street Bikeway Planning Study 57 •
.. :;;;=--.1•1--JdE:TON ST
..
•
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
Figure 19. Concept E: Buffered Bike Lanes, Remove Parking on Both Sides for Benton Street 38-Foot-Wide Typical Section
3’
5’
5’
5’
11’ 11’
5’
5’
3’
5’
BUFFERED BIKE LANES
Three foot buffers provide
space away from travel
lanes.
38’ WIDE TYPICAL
Concept E
BUFFERED BIKE LANES, REMOVE PARKING ON BOTH SIDES
BENTON ST FROM MARYANN DR TO LINCOLN ST
• Maintain two travel lanes
• Buffered bike lanes
• Parking removed
58 Benton Street Bikeway Planning Study City of Santa Clara
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
BUS MIXING ZONE
Green striping helps warn users of potential conflict
between buses and cyclists.
Buffer area maintains consistent vehicle lane width.
City of Santa Clara Benton Street Bikeway Planning Study 59 •
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
Figure 20. Concept F: Bike Lanes, Remove Parking on One Side for Benton Street 38-FootWide Typical Section 8’ 5’
5’ 5’
10’ 10’
P
5’
5’
5’
PARKING ON ONE SIDE
38’ WIDE TYPICAL
Concept F
BIKE LANES, REMOVE PARKING ON ONE SIDE
BENTON ST FROM MARYANN DR TO LINCOLN ST
• Maintain two travel lanes
• Parking on one side
• Class II bike lanes
60 Benton Street Bikeway Planning Study City of Santa Clara PROPERTY LINE 'J> n TJ C ;;o~ TJ :::0 ;;o CD iR f)~ (J) C 0 :::0 V CD ------- PROPERTY LINE
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
CONFLICT STRIPING
Conflict striping at bus stops
for user awareness and bus
crossing bike lanes
BIKE LANES
5’ is the minimum width for
bike lanes, and do not provide
additional separation or
protection from vehicles
City of Santa Clara Benton Street Bikeway Planning Study 61 $
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03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
Corridor Design Concept – 60-Foot Width
Concept G: Two Lanes, Buffered Bike
Lanes, Parking on Both Sides for Benton
Street from Dunford Way to Lawrence
Expressway
This concept keeps two travel lanes but reduces
the lane width from 20 feet to 12 feet. 10 feet
parking lane is maintained on both sides of the
street. An eight-foot-wide buffered bicycle lane
(Class IIB) is added to each side of the street,
with five feet of bikeway and three feet of buffer.
The section design detail and more information
on proposed dimensions and considerations for
this concept can be seen in Figure 21.
62 Benton Street Bikeway Planning Study City of Santa Clara
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
Separated bikeways provide a key investment in
the safety and comfort of roadways for all users.
With these configuration changes come layered
discussions about curbside management, including
trash collection, as California Vehicle Code 21211
(b) prohibits the placement of bins in travel lanes
and bikeways. These concerns can be mitigated
with design and programmatic solutions. Specific
designs for this corridor could include regular
breaks in bikeway curbs or planting strips (particularly around driveways), targeted sections of painted buffers with spaced vertical elements,
such as bollards or flex posts, and mountable curbs
in areas designated for bins. Programmatic solutions could include postcard mailers to residents, stickers for bins with placement instructions, and
City staff presence around the first few trash days
to engage residents and businesses. These solutions can allow regular weekly trash collection in the design concepts.
Additionally, the City’s Annual Cleanup Campaign
for bulky item pickup is a part of considerations for
the design. No Build Option, Concepts A, D, and
G allow the Annual Cleanup Campaign to operate
the same as the current set-up where residents
can temporarily place the bulky items next to the
curb. Concepts B, C (south side only), E, and F
(north side only) would impede the pick-up of bulky
items when bike lanes are next to the curb, or if no
on-street parking space or shoulder is available. If
Concept B, C, E, or F is selected, there are currently
alternative programmatic options for disposal
of bulk and hazardous items listed on the City’s
website, including on-call pickups and disposal
sites.
The 2017 Fresno Class IV Bikeway Design Guide
provides guidance on loading and garbage access
for larger collections and dumpster pickup. The City
of Los Gatos coordinated with their residential trash
collection service provider to identify areas for
bin placement on Winchester Boulevard, as noted
in their 2021 FAQ document for the community. In
2022, the City of Petaluma implemented a demonstration project on Rainer Avenue that included a parking-protected separated bikeway in a singlefamily residential area. The project includes a combination of red curbs and painted buffers
around driveways, creating a designated space for
trash bins. This demonstration project used paint
and flexible posts and is moving forward to become
permanent. Similarly, the City of San Luis Obispo
created designated trash bin space on the North
Chorro Neighborhood Greenway. The Richmond
Wellness Trail in the City of Richmond also left
space or painted buffers to accommodate bins and
large item pickup.
On the programmatic side, Napa launched a Don’t
Trash the Bike Lane effort to educate community members on how to place bins to keep bike lanes clear and safe for users. Los Gatos coordinated with their residential trash collection service provider and several multifamily residences with
commercial garages to identify specific areas for
community members to place bins on Winchester
Boulevard, as noted in their 2021 FAQ document.
Designated trash bin locations at driveways on the
Rainier Avenue Paving and Traffic Calming Upgrades
Project, City of Petaluma, CA
Loading and Garbage Access at Mid-Block Locations
(Source: 2017 Fresno Class IV Bikeway Design Guide)
City of Santa Clara Benton Street Bikeway Planning Study 63 Lessons Learned in Trash Collection with Separated Bikeways
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
Figure 21. Concept G: Two Lanes, Buffered Bike Lanes, Parking on Both Sides for Benton Street from Dunford Way to Lawrence Expressway
60’ WIDE
Proposed Concept G
VARIATION FROM TYPICAL EXISTING CONDITION
BENTON ST FROM DUNFORD WAY TO LAWRENCE
EXPWY
• Buffered bike lanes
• Standardized travel lanes
64 Benton Street Bikeway Planning Study City of Santa Clara I
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03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
60'
FACING WEST
20'
TRAVEL LANE
20'
TRAVEL LANE
10'
PARKING
10'
PARKING
60'
FACING WEST
12'
TRAVEL LANE
10'
BUFFERED PARKING
BIKE LANE
BUFFERED
BIKE LANE
12'
TRAVEL LANE
10'
PARKING
5' 3' 3' 5'
City of Santa Clara Benton Street Bikeway Planning Study 65 ® ®
I I
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
Traffic Analysis
Safety
COLLISION REDUCTION ESTIMATE
Using the latest data from the Caltrans Local
Roadway Safety manual and the Federal Highway
Administration Crash Modification Factors
(CMFs) for roadway changes, the planning team
conducted a collision analysis for Benton Street.
A CMF is a multiplicative factor used to compute
the expected number of crashes after implementing a given countermeasure at a specific site. The project team used a CMF of 0.65 associated with the safety countermeasure of “road diet” (reducing travel lanes from four to three and
adding a two-way center left-turn and bike lanes)
for collisions in Concepts A and B. The team then
applied a CMF of 0.75 with the countermeasure
of “install bike lanes,” to bicycle collisions only,
in Concepts A through C and E through G. The
countermeasure of “bike boulevard” was applied,
to bicycle collisions only, in Concept D. The “bike
boulevard” CMF will apply only if traffic calming
measures are installed, such as speed humps or
other traffic calming measures.
From 2017 to 2022, there were 122 vehicle-tovehicle collisions and 16 collisions involving a bicyclist. These numbers serve as the baseline
for the No Build or Existing Conditions concept.
The analysis estimates how many collisions would
have been avoided during the same time period if
each concept was built. In Concept A: Two Lanes,
Center Turn Lane, Buffered Bike Lanes, Parking
on Both Sides for Benton Street 64-Foot-Wide
Typical Section, it is anticipated that there would
have been 39 fewer vehicle collisions and two
fewer bicycle collisions. In Concept B: Two Lanes,
Center Turn Lane, Parking-Separated Bikeway
for Benton Street 64-Foot-Wide Typical Section,
it is anticipated there would have been 39 fewer
vehicle collisions and seven fewer bicycle collisions. This concept would have resulted in the highest estimated safety benefits for drivers and
bicyclists. In Concept C: Four Lanes, Buffered
Bike Lanes, Remove Parking on One Side for
Benton Street 64-Foot-Wide Typical Section, it
is anticipated there would have been no reduction in vehicle collisions and two fewer bicycle collisions.
Concept Road Diet Bike Lane
Type
Vehicle
Collisions Total
Estimated Vehicle
Collisions Reduced
Bike Colli
Tota
Existing Conditions/ No Build (64’) - - 105 - 13
Concept A (64’) (estimated) Yes Buffered 66 39 11
Concept B (64’) (estimated) Yes Parkingprotected66 39 6 Concept C (64’) (estimated) No Buffered 105 0 11
Existing Conditions/ No Build (38’) - - 17 - 3
Concept D (38’) (estimated) No Bike
Boulevard
17 0 1
Concept E (38’) (estimated) No Buffered 17 0 2
Concept F (38’) (estimated) No Bike Lane 17 0 2
Table 8. Estimated Collision Reductions with Crash Modification Factors (2017–2022) The actual number of crashes that occurred from 2017 to 2022 under Existing Conditions serve as the baseline numbers for this time period. This analysis estimates how concept was built. For example, under Concept A, there would likely have been 11 bike collisions, which is a reduction of 2 from the baseline of 13. 66 Benton Street Bikeway Planning Study City of Santa Clara
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
isions
l
Estimated Bike
Collisions Reduced
Total
Collisions
Estimated Total
Collisions Reduced
- 118 -
2 77 41
7 72 46
2 116 2
- 20 -
2 18 2
1 19 1
1 19 1
w many collisions would likely have been avoided during the same time period, if each In the Benton Street 38-Foot-Wide Typical
Section, it is anticipated that there would not
have been any notable reduction in vehicular
collisions, as there would have been no change
to the number of vehicle lanes. However, the
introduction of bike lanes and bike boulevards
would have reduced bicycle collisions. In Concept
D: Bicycle Boulevard, Parking on Both Sides for
Benton Street 38-Foot-Wide Typical Section, it
is anticipated that there would have been two
fewer bicycle collisions. This concept would have
resulted in the highest estimated safety benefits
for bicyclists, assuming the implementation of
traffic calming measures. In Concept E: Buffered
Bike Lanes, Remove Parking on Both Sides for
Benton Street 38-Foot-Wide Typical Section, it
is anticipated there would have been one fewer
bicycle collision, as is the same with Concept
F: Bike Lanes, Remove Parking on One Side for
Benton Street 38-Foot-Wide Typical Section.
Although not modeled on this short stretch,
Concept G: Two Lanes, Buffered Bike Lanes,
Parking on Both Sides for Benton Street from
Dunford Way to Lawrence Expressway would
have reduced bicycle collisions by introducing
a buffered bike lane. The results of the collision analysis are included in Table 8: Estimated Collision Reductions with Crash Modification
Factors (2017–2022).
Traffic Diversion
To determine the traffic that would be diverted
from Benton Street to El Camino Real and
Homestead Road as a result of the road diet, the
City’s travel demand model was utilized. Existing
and Existing Plus Road Diet travel demand
models were run to determine volumes along the
corridors for each scenario. The Existing travel
demand model provides a baseline condition
where Benton Street is two lanes in each direction between Lawrence Expressway and San Tomas Expressway. The Existing Plus Road Diet
travel demand model was created by adjusting
the model’s network and reducing the travel
lanes from two lanes to one lane in each direction along the study corridor between Lawrence Expressway and San Tomas Expressway. The
volume difference between the two scenarios
represents the traffic diversion as a result of the
road diet. On Benton Street, it was estimated
an average of 38% reduction in traffic for the
westbound direction and a 5% reduction for the
eastbound direction for the entire segment during
the weekday AM peak hour. There would be an
estimated average 4% reduction in traffic for the
westbound direction and 33% reduction for the
eastbound direction for the entire segment during
the weekday PM peak hour. It should be noted
that traffic diversion is not assumed during the
Saturday and weekday midday peak hours as
there is sufficient capacity along Benton Street to
accommodate existing traffic with the road diet.
Appendix A-2: Traffic Analysis Memo diagrams
the modeled changes in traffic diversion in
Figures 6-9 of that memo.
City of Santa Clara Benton Street Bikeway Planning Study 67
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
Traffic Operations
TRAVEL TIME
The project team evaluated the time it takes
to travel the entire length of the study corridor
in a car at multiple periods (weekday morning
between 7:00 and 9:00 a.m., midday between
1:30 and 3:30 p.m., and evening between 4:00
and 6:00 p.m., and on Saturday between 11:30
a.m. and 1:30 p.m.). The project team then
modeled the estimated time it would take to
travel the length of the study corridor under
Concepts A and B, which both involve the reduction of one travel lane.
During the busiest time of day going westbound
(AM peak period between 7:00 and 9:00 a.m.),
it takes 15 minutes and 39 seconds to travel the
entire corridor. That would increase by 53% to 23
minutes and 58 seconds under Concepts A and B.
The AM peak period includes high school traffic,
whereas PM peak period would be minimally
affected by high school traffic.
During the busiest time of day going eastbound
(PM peak period between 4:00 and 6:00 p.m.),
it takes 13 minutes and 40 seconds to travel the
entire corridor. That would increase 60% to 21
minutes and 49 seconds under concepts A and
B. The full results of the travel time analysis are
in Table 9: Modeled Travel Time Changes (in
minutes).
Time Period
No Build and Concepts
C, D, E, F, & G
(min:sec)
Lane Removal –
Concepts A & B
(min:sec)
Travel Time Increase
(min:sec and %)
Westbound
AM Peak 15:39 23:58 08:19 53%
PM Peak 11:47 16:05 04:18 36%
Midday 11:10 11:25 00:15 2%
Saturday 09:22 09:25 00:03 0%
Eastbound
AM Peak 10:49 11:32 00:43 7%
PM Peak 13:40 21:49 08:09 60%
Midday 10:38 11:07 00:29 4%
Saturday 09:25 09:36 00:11 2%
Table 9. Modeled Travel Time Changes (in minutes)
NOTES:
Travel times represent modeled times and are above the average time recorded with field data during peak travel periods.
Concept D would not remove lanes, but it would introduce traffic calming measures, such as speed humps, which may affect unmodeled travel time. 68 Benton Street Bikeway Planning Study City of Santa Clara
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
LEVEL OF SERVICE
The project team also modeled the traffic delay
or Level of Service (LOS) at 36 intersections
along the study corridor and surrounding streets.
Based on the level of delay, each intersection
gets a letter grade A through F. Intersections
with LOS A through D meet City standards.
Intersections with LOS E meet standards for El
Camino Real (a state highway) and any County
expressway. Otherwise, LOS E and F are considered substandard.
Of the 36 intersections studied, three are
currently substandard in the AM peak period and
three are substandard in the PM peak period
on weekdays. Under Concepts A and B, which
involve the reduction of one travel lane per
direction, the number and location of substandard intersections do not change in all four time periods. The results are summarized in Table 10:
Level of Service Analysis Results and Figure 22
through Figure 27.
The project team also conducted a queuing analysis to evaluate the distance in which cars would queue to turn at intersections to see how each
concept might impact that distance. Long queues
require motorists to wait through multiple signal
cycles to turn and could impact overall traffic
delay. Under the lane removal scenario, Concepts
A and B, the analysis did not show significant
increases in queue lengths at Benton Street intersections except at Benton Street and San Tomas Expressway:
• Westbound right-turn queue is anticipated to
increase by approximately six vehicles during
the AM peak.
• Southbound left-turn queue is anticipated to
increase by approximately two vehicles during
the PM peak.
To mitigate the LOS impacts of Concepts A & B,
the City could explore signal timing adjustments,
optimizing other routes, or promoting transportation demand management strategies such as encouraging carpooling/vanpooling, public
transit, and walking or bicycling.
Table 10. Level of Service Analysis Results
Time Period No Build and Concepts C, D, E, F, & G Lane Removal – Concepts A & B Meets Standard Substandard Meets Standard Substandard
AM Peak 33 3 33 3
PM Peak 33 3 33 3
Midday 35 1 35 1
Saturday 36 0 36 0
City of Santa Clara Benton Street Bikeway Planning Study 69
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
Figure 22. Level of Service Analysis for Existing Conditions and Concept C, D, E, F, and G for weekday AM & PM peak periods
SONOMA
MORAGA ST
KIELY BLVD
LIVE OAK DR
POMEROY AVE
JULIE CT
CAPITOLA WAY
CURTIS AVE
WATERBIRD WAY
FLORA VISTA AVE
WOOD DUCK AVE
DUNFORD WAY
LAWRENCE EXPY
BENTON ST
HOMESTEAD RD
E
Earl R
Carmichael
Park
Central
Park
Santa Clara
High School
New Valley
High School
Briarwood
Elementary
School
John Sutter
Elementary
School Millikin
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Elementary
School
C
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LOS ANALYSIS FOR EXISTING CONDITIONS AND
CONCEPTS C, D, E, F, AND G
BENTON STREET
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03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
FAIRFIELD AVE
SCOTT BLVD
SUNSET DR
BLOSSOM DR
SUNLITE DR
MARYANN DR
SAN TOMAS EXPY
LAS PALMAS DR
BLACKFIELD CT
LOYOLA CT
BUCHANAN DR
WHITE DR
SONOMA PL
A PL
CHAPEL DR
CARMEL WAY
PIERCE ST
BLOCK DR
ALLICE DR
LINCOLN ST
EL CAMINO REAL
LOS PADRES BLVD
BENTON ST
Mary Gomez
Park and
Pool
Henry
Schmidt
Park
Mission City
Memorial Park
Central
Park
Pruneridge
Golf Course
Bowers Park
Scott Lane
Elementary
School
Cabrillo
Middle
School
owers
mentary
chool
Westwood
School
Wilson High
School
Central Park
Elementary
STEAM
Haman
Elementary
School
Data provided by the City of Santa Clara. Document: N:\Shared\PROJECTS\2022\00-2022-252 Santa Clara, CA Benton Street Bikeway\GIS\Process\00-2022-252-Benton St_Basemap.aprx. Date saved: 4/15/2024. 0 0.25 MILES
City Boundary
School
Parks
Study Corridor Substandard
Meets Standards
PM PEAK
Substandard
Meets Standards
AM PEAK
LOS ANALYSIS LEGEND
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03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
Figure 23. Level of Service Analysis for Concepts A and B (Lane Removal) for weekday AM & PM peak periods
SONOMA
MORAGA ST
KIELY BLVD
LIVE OAK DR
POMEROY AVE
JULIE CT
CAPITOLA WAY
CURTIS AVE
WATERBIRD WAY
FLORA VISTA AVE
WOOD DUCK AVE
DUNFORD WAY
LAWRENCE EXPY
BENTON ST
HOMESTEAD RD
E
Earl R
Carmichael
Park
Central
Park
Santa Clara
High School
New Valley
High School
Briarwood
Elementary
School
John Sutter
Elementary
School Millikin
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Elementary
School
C
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LOS ANALYSIS FOR CONCEPT A: TWO LANES, CENTER TURN
LANE, BUFFERED BIKE LANES, PARKING ON BOTH SIDES FOR
BENTON STREET AND CONCEPT B: TWO LANES, CENTER TURN LAN
PARKING-PROTECTED BIKE LANES
BENTON STREET
72 Benton Street Bikeway Planning Study City of Santa Clara ' , --'
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03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
FAIRFIELD AVE
SCOTT BLVD
SUNSET DR
BLOSSOM DR
SUNLITE DR
MARYANN DR
SAN TOMAS EXPY
LAS PALMAS DR
BLACKFIELD CT
LOYOLA CT
BUCHANAN DR
WHITE DR
SONOMA PL
A PL
CHAPEL DR
CARMEL WAY
PIERCE ST
BLOCK DR
ALLICE DR
LINCOLN ST
EL CAMINO REAL
LOS PADRES BLVD
BENTON ST
Mary Gomez
Park and
Pool
Henry
Schmidt
Park
Mission City
Memorial Park
Central
Park
Pruneridge
Golf Course
Bowers Park
Scott Lane
Elementary
School
Cabrillo
Middle
School
owers
mentary
chool
Westwood
School
Wilson High
School
Central Park
Elementary
STEAM
Haman
Elementary
School
Data provided by the City of Santa Clara. Document: N:\Shared\PROJECTS\2022\00-2022-252 Santa Clara, CA Benton Street Bikeway\GIS\Process\00-2022-252-Benton St_Basemap.aprx. Date saved: 4/15/2024. 0 0.25 MILES
NE,
City Boundary
School
Parks
Study Corridor Substandard
Meets Standards
PM PEAK
Substandard
Meets Standards
AM PEAK
LOS ANALYSIS LEGEND
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03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
Figure 24. Level of Service Analysis for Existing Conditions and Concept C, D, E, F, and G for Saturday peak periods
SONOMA
MORAGA ST
KIELY BLVD
LIVE OAK DR
POMEROY AVE
JULIE CT
CAPITOLA WAY
CURTIS AVE
WATERBIRD WAY
FLORA VISTA AVE
WOOD DUCK AVE
DUNFORD WAY
LAWRENCE EXPY
BENTON ST
HOMESTEAD RD
E
Earl R
Carmichael
Park
Central
Park
Santa Clara
High School
New Valley
High School
Briarwood
Elementary
School
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Elementary
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School
C
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SATURDAY PEAK TIME LOS ANALYSIS FOR EXISTING
CONDITIONS AND CONCEPTS C, D, E, F, AND G
BENTON STREET
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03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
FAIRFIELD AVE
SCOTT BLVD
SUNSET DR
BLOSSOM DR
SUNLITE DR
MARYANN DR
SAN TOMAS EXPY
LAS PALMAS DR
BLACKFIELD CT
LOYOLA CT
BUCHANAN DR
WHITE DR
SONOMA PL
A PL
CHAPEL DR
CARMEL WAY
PIERCE ST
BLOCK DR
ALLICE DR
LINCOLN ST
EL CAMINO REAL
LOS PADRES BLVD
BENTON ST
Mary Gomez
Park and
Pool
Henry
Schmidt
Park
Mission City
Memorial Park
Central
Park
Pruneridge
Golf Course
Bowers Park
Scott Lane
Elementary
School
Cabrillo
Middle
School
owers
mentary
chool
Westwood
School
Wilson High
School
Central Park
Elementary
STEAM
Haman
Elementary
School
Data provided by the City of Santa Clara. Document: N:\Shared\PROJECTS\2022\00-2022-252 Santa Clara, CA Benton Street Bikeway\GIS\Process\00-2022-252-Benton St_Basemap.aprx. Date saved: 4/15/2024. 0 0.25 MILES
City Boundary
School
Parks
Study Corridor
SATURDAY PEAK TIME
LOS ANALYSIS LEGEND
Substandard
Meets Standard
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03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
Figure 25. Level of Service Analysis for Existing Conditions and Concept A and B for Saturday peak periods
SONOMA
MORAGA ST
KIELY BLVD
LIVE OAK DR
POMEROY AVE
JULIE CT
CAPITOLA WAY
CURTIS AVE
WATERBIRD WAY
FLORA VISTA AVE
WOOD DUCK AVE
DUNFORD WAY
LAWRENCE EXPY
BENTON ST
HOMESTEAD RD
E
Earl R
Carmichael
Park
Central
Park
Santa Clara
High School
New Valley
High School
Briarwood
Elementary
School
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Elementary
School Millikin
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Elementary
School
C
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SATURDAY PEAK TIME LOS ANALYSIS FOR CONCEPT A:
TWO LANES, CENTER TURN LANE, BUFFERED BIKE LANES,
PARKING ON BOTH SIDES FOR BENTON STREET AND CONCEPT B:
TWO LANES, CENTER TURN LANE, PARKING-PROTECTED BIKE LAN
BENTON STREET
76 Benton Street Bikeway Planning Study City of Santa Clara ' ' ,--
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~'• ~-l
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
FAIRFIELD AVE
SCOTT BLVD
SUNSET DR
BLOSSOM DR
SUNLITE DR
MARYANN DR
SAN TOMAS EXPY
LAS PALMAS DR
BLACKFIELD CT
LOYOLA CT
BUCHANAN DR
WHITE DR
SONOMA PL
A PL
CHAPEL DR
CARMEL WAY
PIERCE ST
BLOCK DR
ALLICE DR
LINCOLN ST
EL CAMINO REAL
LOS PADRES BLVD
BENTON ST
Mary Gomez
Park and
Pool
Henry
Schmidt
Park
Mission City
Memorial Park
Central
Park
Pruneridge
Golf Course
Bowers Park
Scott Lane
Elementary
School
Cabrillo
Middle
School
owers
mentary
chool
Westwood
School
Wilson High
School
Central Park
Elementary
STEAM
Haman
Elementary
School
Data provided by the City of Santa Clara. Document: N:\Shared\PROJECTS\2022\00-2022-252 Santa Clara, CA Benton Street Bikeway\GIS\Process\00-2022-252-Benton St_Basemap.aprx. Date saved: 4/15/2024. 0 0.25 MILES
ES
City Boundary
School
Parks
Study Corridor
SATURDAY PEAK TIME
LOS ANALYSIS LEGEND
Substandard
Meets Standard
City of Santa Clara Benton Street Bikeway Planning Study 77 - -1 --·~ ---------- ·-··-···~ -
-~
1111 . •
e ee - ~ - e -~--- I
II
1 -
I== e ~-•
• ,,I
•• .,
-- ~-
' I
I
I
I
I
ii i
:-;.II __________, ~ ■• _ f
• •
' - -I
- ~
alta
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
Figure 26. Level of Service Analysis for Existing Conditions and Concept C, D, E, F, and G for midday peak periods
SONOMA
MORAGA ST
KIELY BLVD
LIVE OAK DR
POMEROY AVE
JULIE CT
CAPITOLA WAY
CURTIS AVE
WATERBIRD WAY
FLORA VISTA AVE
WOOD DUCK AVE
DUNFORD WAY
LAWRENCE EXPY
BENTON ST
HOMESTEAD RD
E
Earl R
Carmichael
Park
Central
Park
Santa Clara
High School
New Valley
High School
Briarwood
Elementary
School
John Sutter
Elementary
School Millikin
Basics+
Bo
Elem
S
Pomeroy
Elementary
School
C
E
WEEKDAY MIDDAY PEAK TIME LOS ANALYSIS FOR EXISTI
CONDITIONS AND CONCEPTS C, D, E, F, AND G
BENTON STREET
78 Benton Street Bikeway Planning Study City of Santa Clara ' ' ,--
' ' ' ' ' ' ' ' ,=---,
' ' ' ' ' '
.,
' :: e ee e
' ' ■ II
: ■
' ■ ' '
I• '
' '
_, '
'
-- ---·-----
' I
I
I
I
-----------• =-> (iiiiiiJ -
~'• ~-l
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
FAIRFIELD AVE
SCOTT BLVD
SUNSET DR
BLOSSOM DR
SUNLITE DR
MARYANN DR
SAN TOMAS EXPY
LAS PALMAS DR
BLACKFIELD CT
LOYOLA CT
BUCHANAN DR
WHITE DR
SONOMA PL
A PL
CHAPEL DR
CARMEL WAY
PIERCE ST
BLOCK DR
ALLICE DR
LINCOLN ST
EL CAMINO REAL
LOS PADRES BLVD
BENTON ST
Mary Gomez
Park and
Pool
Henry
Schmidt
Park
Mission City
Memorial Park
Central
Park
Pruneridge
Golf Course
Bowers Park
Scott Lane
Elementary
School
Cabrillo
Middle
School
owers
mentary
chool
Westwood
School
Wilson High
School
Central Park
Elementary
STEAM
Haman
Elementary
School
Data provided by the City of Santa Clara. Document: N:\Shared\PROJECTS\2022\00-2022-252 Santa Clara, CA Benton Street Bikeway\GIS\Process\00-2022-252-Benton St_Basemap.aprx. Date saved: 4/15/2024. 0 0.25 MILES
NG
City Boundary
School
Parks
Study Corridor
MIDDAY PEAK TIME
LOS ANALYSIS LEGEND
Substandard
Meets Standard
City of Santa Clara Benton Street Bikeway Planning Study 79 - -1 --·~ ---------- ·-··-···~ -
-~
1111 . •
e ee - ~ - e -~--- I
II
1 -
I== e ~-•
• ,,I
•• .,
-- ~-
' I
I
I
I
I
ii i
:-;.II __________, ~ ■• _ f
• •
r -
- '
- ~
alta
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
Figure 27. Level of Service Analysis for Existing Conditions and Concept A and B for midday peak periods
SONOMA
MORAGA ST
KIELY BLVD
LIVE OAK DR
POMEROY AVE
JULIE CT
CAPITOLA WAY
CURTIS AVE
WATERBIRD WAY
FLORA VISTA AVE
WOOD DUCK AVE
DUNFORD WAY
LAWRENCE EXPY
BENTON ST
HOMESTEAD RD
E
Earl R
Carmichael
Park
Central
Park
Santa Clara
High School
New Valley
High School
Briarwood
Elementary
School
John Sutter
Elementary
School Millikin
Basics+
Bo
Elem
S
Pomeroy
Elementary
School
C
E
WEEKDAY MIDDAY PEAK TIME LOS ANALYSIS FOR CONCEPT A:
TWO LANES, CENTER TURN LANE, BUFFERED BIKE LANES,
PARKING ON BOTH SIDES FOR BENTON STREET AND CONCEPT B:
TWO LANES, CENTER TURN LANE, PARKING-PROTECTED BIKE LAN
BENTON STREET
80 Benton Street Bikeway Planning Study City of Santa Clara ' ' ,--
' ' ' ' ' ' ' ' ,=---,
' ' ' ' ' '
.,
' :: e ee e
' ' ■ II
: ■
' ■ ' '
I• '
' '
_, '
'
-- ---·-----
' I
I
I
I
-----------• =-> (iiiiiiJ -
~'• ~-l
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
FAIRFIELD AVE
SCOTT BLVD
SUNSET DR
BLOSSOM DR
SUNLITE DR
MARYANN DR
SAN TOMAS EXPY
LAS PALMAS DR
BLACKFIELD CT
LOYOLA CT
BUCHANAN DR
WHITE DR
SONOMA PL
A PL
CHAPEL DR
CARMEL WAY
PIERCE ST
BLOCK DR
ALLICE DR
LINCOLN ST
EL CAMINO REAL
LOS PADRES BLVD
BENTON ST
Mary Gomez
Park and
Pool
Henry
Schmidt
Park
Mission City
Memorial Park
Central
Park
Pruneridge
Golf Course
Bowers Park
Scott Lane
Elementary
School
Cabrillo
Middle
School
owers
mentary
chool
Westwood
School
Wilson High
School
Central Park
Elementary
STEAM
Haman
Elementary
School
Data provided by the City of Santa Clara. Document: N:\Shared\PROJECTS\2022\00-2022-252 Santa Clara, CA Benton Street Bikeway\GIS\Process\00-2022-252-Benton St_Basemap.aprx. Date saved: 4/15/2024. 0 0.25 MILES
ES
City Boundary
School
Parks
Study Corridor
MIDDAY PEAK TIME
LOS ANALYSIS LEGEND
Substandard
Meets Standard
City of Santa Clara Benton Street Bikeway Planning Study 81 - -1 --·~ ---------- ·-··-···~ -
-~
1111 . •
e ee - ~ - e -~--- I
II
1 -
I== e ~-•
• ,,I
•• .,
-- ~-
' I
I
I
I
I
ii i
:-;.II __________, ~ ■• _ f
• •
' - -I
- ~
alta
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
VEHICLE MILES TRAVELED
The project team also calculated changes to
vehicle miles traveled (VMT) if a bikeway were
to be installed. Depending on how available and
inviting alternatives to driving a personal vehicle
are, people will change their behavior, shifting
certain trips from driving to walking, biking,
or transit. The City used the VMT Reduction
Estimation methodology developed by the
California Air Resources Board1.
The City estimated that a continuous bicycle
facility on the corridor will reduce VMT by 13,158
miles per year on the 64-foot-wide section
between Lawrence Expressway and Maryann
Drive. The City estimated that bicycle facilities on
the 38-foot-wide section from Maryann Drive to
Lincoln Street would reduce VMT by 3,179 miles
per year.
1 For the methodology used to calculate VMT, see California Air Resources Board, Quantifying Reductions in Vehicle Miles Traveled from New Bike Paths, Lanes, and Cycle Tracks, 2019. https://ww2. arb.ca.gov/sites/default/files/auction-proceeds/bicycle_facilities_technical_041519.pdf. Seasonal adjustment factors followed the methodology in the National Bicycle and Pedestrian Documentation Project Count Adjustment Factors, 2009. https://bikepeddocumentation.org/application/files/6114/6671/7593/NBPD_Adjustment_Factors. pdf
PARKING
In addition to measuring current parking demand,
the project team evaluated the impact each
concept would have on parking. Concepts A, B,
D, and G maintain the parking on Benton Street,
so there is no anticipated change in the parking
utilization rate. Concept C and Concept F both
remove parking on one side to accommodate the
other design features. While Concepts C and F do
not indicate if parking should be removed on the
north or south side, the project team analyzed the
results for each. Under this analysis, the project
team evaluated two scenarios.
• Scenario 1: All parking on the north side of
Benton Street is removed.
• Scenario 2: All parking on the south side of
Benton Street is removed.
Under each scenario, the project team assumed
that drivers who typically park on the north or
south side of Benton would park across the street
and occupy up to 100% of typically available
spaces. If there are not enough spaces available to meet the parking demand, the analysis assumes the remaining demand for parking would
be met by distributing parked vehicles evenly
between the two closest side streets.
82 Benton Street Bikeway Planning Study City of Santa Clara
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
Table 11: Estimated Parking Availability on
Benton Street with Parking Removal Scenarios
shows current parking utilization rates on Benton
Street, which applies to Concepts A, B, D, and
G where no parking is removed. The table also
shows anticipated changes to average parking
utilization under these concepts where parking is
removed on the south side of Benton Street and
on the north side of the street in front of Santa
Clara High School. The available parking west
of Lawrence Expressway will remain unchanged
in all concepts. Maps of anticipated changes to
parking utilization are shown in Figure 28 through
Figure 33.
Location
Existing/No Build and
Concepts A, B, D, & G
Utilization Rate
Concepts C & F
Anticipated: North
Side Parking Removed
Concepts C & F
Anticipated: South
Side Parking Removed
Benton Street North Side 70% N/A 57%
Benton Street South Side 77% 60% N/A
Side Streets
(North Side Removed)
N/A 69% N/A
Sides Streets
(South Side Removed)
N/A N/A 70%
NOTE: Concept E: Buffered Bike Lanes, Remove Parking on Both Sides for Benton Street 38-Foot-Wide Typical Section would not apply to the entire corridor. The current availability rate of side streets is 74% in this section alone, and it is estimated it would be 58% with the removal of parking on both sides of Benton Street.
Table 11. Estimated Parking Availability on Benton Street with Parking Removal Scenarios It should be noted that in Concept C, parking in
front of the school needs to be removed on both
sides in order to maintain the center turn lane for
school traffic.
Under existing conditions, 70% of parking is available on the north side of Benton Street, and 77% is available on the south side of Benton Street.
If parking were removed on the north side under
Concepts C and F, parking availability would
decrease on the south side from 77% to 60%. If
parking were removed on the south side, parking
availability would decrease on the north side from
70% to 57%.
The project team also analyzed Concept E:
Buffered Bike Lanes, Remove Parking on Both
Sides for Benton Street 38-Foot-Wide Typical
Section, though these numbers would not apply
to the entire corridor. The current availability
rate of side streets along that segment of Benton
Street is 74%, and it is estimated it would be
58% with the removal of parking on both sides of
Benton Street.
City of Santa Clara Benton Street Bikeway Planning Study 83
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
Figure 28. Average Parking Occupancy During Peak Periods – 60-Foot and 64-Foot Segment 84 Benton Street Bikeway Planning Study City of Santa Clara
EL CAMINO REAL
"Tl
5 ::0
)>
<
(f)
j;
~ m
Ear/R
Carmichael
Park
Pomeroy
Elementary
School
HOMESTEAD RD
AVERAGE PARKING OCCUPANCY
DURING PEAK PARKING PERIODS
DUNFORD WAY TO MARYANN DR
BENTON STREET
BIKEWAY PROJECT
iJ
0 ~
m
;:o
0 -<
~ m
iJ
0 ~
m
;:o
0 -<
~ m
Parking Availability
- No Parking
E
- >50% -
50% -30%
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
City of Santa Clara Benton Street Bikeway Planning Study 85 --- :xisting Conditions/No Build, Concepts A, B, D
~
0 ::::0
:t>
G)
:t>
(/)
--i
di
Santa Clara
High School
- 30%-15%
- < 15%
;;,;::
(/)
0 z
0 ~
:t>
"'O
r
Central Park
Central Park
Central Park
Elementary
STEAM
Study Corridor
Parks
School
~ - - -: City Boundary
I
~
:r:
--i
m
0 ::::0
r OJ :t> C
0 (/)
:r: r
:t> 0 ~ -< r z 0 ~ :t> r :t> z :t> (/)
0 0 0 ::::0 --i ::::0
OJ
r
:t>
0 ;;,;::
"Tl
m
r
0 0
--i
(/)
:t>
z
--i
0 ~
:t>
(/)
m
X
"'O
-<
s::
:t>
~ z
z
0 ::::0
0.25MILES ~
alta
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
Figure 29. Average Parking Occupancy During Peak Periods – 38-Foot Segment 86 Benton Street Bikeway Planning Study City of Santa Clara
EL CAMINO REAL E
~ r 0 0 ~ 0 0 ~ (J) 0 0
l>
:::0 -0 ~
~ ::a (I)
OJ 0 :::0 I ~ ~ ~ ~ 0 "Tl l> rn
~ "t0 r l> m "U r
::a 0
0 0 r -i r rn ~ ~ ~ A r -i 0 m r
;;,::;: 0 OJ 0 (J)
l> ~ 0 0 m ~ l> :::0 -<
::a < I ClJ :::0 0 0 rn
~ JJ :::0
II I .-.. ,_4
I (I) OJ (J) Wilson High
s:: ~ r. C= School
z 0 z l> (I) (I) r
:::0 Haman rn (I) HOMESTEAD RD ~ Elementary -i 0 -i School m z 0 ~ 0
z :::0 0 ::a
0 :::0
:::0
Parking Availability
- No Parking
AVERAGE PARKING OCCUPANCY
DURING PEAK PARKING PERIODS
MARYANN DR TO LINCOLN ST
BENTON STREET
- >50% -
50%- 30%
BIKEWAY PROJECT
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
City of Santa Clara Benton Street Bikeway Planning Study 87 :xisting Conditions/No Build, Concepts A, B, D
Townsend
Field
Washington Open
Elementary School
,- - - - - - - - - - - - - - - - - - - - - - - -1
--
I
I
I
I
I
I
- 30%-15%
- < 15%
~----------------------------. I,
Study Corridor
Parks
School
~ ~ ~ ~: City Boundary
0.25 MILES ~
alta
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
Figure 30. Average Parking Occupancy Anticipated – Benton Street North Side Parking Removed – 64-Foot Segment
88 Benton Street Bikeway Planning Study City of Santa Clara ' .
-.
I
-I
I
I
No Change
in Parking
r
~ ::0
m
z
0 m - ---------------m
X
iJ
-< ______________ _._
I
I
,--
SCENARIO ANALYSIS
EL CAMINO REAL
Tl
r
0 ::0
)>
<
u5
~
~ m
Pomeroy
Elementary
School
HOMESTEAD RD
,. ...
-u
0 $
rn
;o
0 --<
~ m
-u
0 s:
m
;o
0 --<
~ rn
No
sid
Parking Availabilit
NORTH SIDE PARKING REMOVED
DUNFORD WAY TO MARYANN DR
BENTON STREET
- No Parking
- >50% •
50%-30%
BIKEWAY PROJECT
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
City of Santa Clara Benton Street Bikeway Planning Study 89 Concept C:
-
Four Lanes, Buffered Bike Lanes,
Remove Parking on One Side
For Benton Street 64' wide typical section
BENTON ST
Santa Clara
H;gh School
parking on both
les of Benton St
y
- 30%-15%
- <15%
\ \ "
\ \
\ \
\ \
\ I
A
m
~
ClJ
< CJ
I
I
I
I
I
I
JJentral Park
(/)
0 z
0 ~
►
I Central Park
I
I
I
I
I
Central Park
Elementary
STEAM
Study Corridor
Parks
School
~ ~ ~ ~: City Boundary
~
I
=i
m
0 :::0
co
C
0 I
z ►
► z
0 :::0
r
0 -<
0 r
► 0
-I
(/)
r ► ► co z (/) r -I
► 0
r
~ ~~ ~ :!J ► m (J)
► •m (/) 0 X
0 0 -u
:::0 -I -<
0.25MILES ~
alta
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
Figure 31. Average Parking Occupancy Anticipated – Benton Street South Side Parking Removed – 64-Foot Segment
90 Benton Street Bikeway Planning Study City of Santa Clara -,
I
I
I
I
- EL CAMINO REAL I
I
I
No Change
in Parking
r---------------- 1•
I'
,.
,.
,:
I,
. -
I
I
II
"Tl
r
0 ::0
)>
Ill -0
0 s::
m
:;u
0 -< Pomeroy <
(/)
Elementary ~
~ - I
I
~ m
Ear/R
Carmichael
School rn
Park ....:::::::di~~~~
r
~ ::0
m
z
()
m - ---------------m
X
1J
-< ----------------4 I
I I
~
-.J
~
Q
0 -0
0 s::
rn
:;u
0 -<
~ m
No pc:
sides
HOMESTEAD RD
SCENARIO ANALYSIS
SOUTH SIDE PARKING REMOVED
DUNFORD WAY TO MARYANN DR
BENTON STREET
BIKEWAY PROJECT
Parking Availability
- No Parking
- >50% -
50%- 30%
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
City of Santa Clara Benton Street Bikeway Planning Study 91 Concept C: Four Lanes, Buffered Bike Lanes,
Remove Parking on One Side
For Benton Street 64' wide typical section
------------------
~
0 :::0
)>
G)
)>
(/)
-I
BENTON ST
Santa Clara
High School
irking on both
; of Benton St
• 30% - 15%
• < 15%
" ' ' ' ' '' '' '.
:;,;;
m
~
OJ (f)
0 < z
0 0
~
)>
I
(Jentral Park
I Central Park
I
I
I
I
I
Central Park
Elementary
STEAM
Study Corridor
Parks
School
~ ~ ~ ~: City Boundary
:;!:
I
=i
m
0 :::0
co
C
0 I
)>
z
)>
z
0 :::0
r
0 -<
0 r
)>
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(f)
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)> co z
(f) r -I
)> 0
~ R~ r :!! )> ~ m cn
)> rm
(/) 0 X
0 0 "1J
:::0 -I -<
0.25 MILES ~
alta
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
Figure 32. Average Parking Occupancy Anticipated – Benton Street North Side Parking Removed – 38-Foot Segment
92 Benton Street Bikeway Planning Study City of Santa Clara ~
r ()
0 ()
(/) 0
~ ::0
c:o ~ 0 r )>
::0 0 () r
0 :;,;_ r
m :;,;_ 0 (/)
CJ 0 m
OJ ::0 :::0 CJ < :::0
0 I (./)
C:
z
)> (./)
:::0 Haman m
~ Elementary ---j School
z CJ
z :::0 0
0 :::0
:::0
SCENARIO ANALYSIS
(./)
0 0
---j
---j
c:o
< CJ
EL CAMINO REAL
~
:::0
""T1
m
r
CJ
)>
< m
0 )>
0 :::0
:::c s::
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-u r
m
r
CJ
:::0
Wilson High
School
-()
~
~ ~
~
HOMESTEAD RD
~
~
9: -1,,
~
Parking Availability
NORTH SIDE PARKING REMOVED
MARYANN DR TO LINCOLN ST
BENTON STREET
- No Parking -
- >50% -
50%- 30%
BIKEWAY PROJECT
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
City of Santa Clara Benton Street Bikeway Planning Study 93 1cept F: Bike Lanes, Remove Parking on One Side
For Benton Street 38' wide typical section
Townsend
Field
Washington Open
Elementary School
,- - - - - - - - - - - - - - - - - - - - - - - -1
- 30%-15%
- <15%
Study Corridor
Parks
School
~ ~ ~ ~: City Boundary
0.25MILES ~
alta
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
Figure 33. Average Parking Occupancy Anticipated – Benton Street South Side Parking Removed – 38-Foot Segment
94 Benton Street Bikeway Planning Study City of Santa Clara ~
)>
:::0
~ z
z
0 :::0
s::
0 0
0 ;:o
OJ s:: r
0 0
(j ;;:,;;;;
;,;;: 0 0 ;:o :::0
I BENTON ST
SCENARIO ANALYSIS
U)
(j
)> 0
r ---j
r ---j
(j OJ
m < 0 0 :::0
EL CAMINO REAL
~
:::0
"'T1
m
r
0 ~ m
(j
)>
(j :::0
I s::
)> m
"U r
m
r
0 :::0
Wilson High
School
-{)
~
~ ~
~
HOMESTEAD RD
~
Con
~
~
9: -1,,
~
Parking Availability
SOUTH SIDE PARKING REMOVED
MARYANN DR TO LINCOLN ST
BENTON STREET
- No Parking
- >50% -
50% - 30%
BIKEWAY PROJECT
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
City of Santa Clara Benton Street Bikeway Planning Study 95 cept F: Bike Lanes, Remove Parking on One Side
For Benton Street 38' wide typical section
Townsend
Field
Washington Open
Elementary School
,- - - - - - - - - - - - - - - - - - - - - - - -1
I ~--------••-••-,,,.------•-•••---!,
- 30%-15%
- < 15%
Study Corridor
Parks
School
~ ~ ~ ~: City Boundary
0.25MILES ~
alta
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
Summary
Some of the many impacts for the community are summarized in Table 12 through Table 15.
Table 12. Analysis Summary – 64-Foot Section
Concept Speed Reduction
Collision
Reduction
Potential
Peak Travel Time*
(min:sec)
Substandard
Level of Service P
Current Conditions / No Build
78% of drivers
exceeded
30 mph limit
None AM: 15:39
PM: 13:40
AM: 3
PM: 3
Concept A - Two Lanes,
Turn Lane, Buffered Bike
Lanes
3-6 mph slower Yes AM: 23:58
PM: 21:49
AM: 3
PM: 3
Concept B - Two Lanes,
Turn Lane, Parking-Separated
Bikeway
3-6 mph slower Yes AM: 23:58
PM: 21:49
AM: 3
PM: 3
Concept C - Four Lanes,
No Parking on One Side,
Buffered Bike Lanes
1-6 mph slower Negligible AM: 15:39
PM: 13:40
AM: 3
PM: 3
Table 13. Analysis Summary – 38-Foot Section
Concept Speed Reduction
Collision
Reduction
Potential
Peak Travel Time*
(min:sec)
Substandard
Level of Service P
Current Conditions / No Build
83% of drivers
exceeded
25 mph limit
None AM: 15:39
PM: 13:40
AM: 3
PM: 3
Concept D - Two Vehicle
Lanes, Bike Boulevard 1-6 mph slower Negligible AM: 23:58PM: 21:49 AM: 3
PM: 3
Concept E - Two Vehicle
Lanes, Buffered Bike Lanes,
No Parking Both Sides
1-6 mph slower Negligible AM: 23:58
PM: 21:49
AM: 3
PM: 3
Concept F - Two Vehicle
Lanes, Bike Lanes, No Parking
One Side
1-6 mph slower Negligible AM: 15:39
PM: 13:40
AM: 3
PM: 3
*Peak travel times in the AM are westbound on Benton St, and eastbound in the PM. **For Concept C, parking would be removed from the south side, as that would have the least impact on parking supply.
SOURCES: The annual VMT reduction estimate is based on formula from California Air Resources Board, Quantifying Reductions in Vehicle Miles Traveled from New Bike Cycle Tracks https://ww2.arb.ca.gov/sites/default/files/auction-proceeds/bicycle_facilities_technical_041519.pdftechnical_041519.pdf *Peak travel times in the AM are westbound on Benton St, and eastbound in the PM. **For Concept F, parking would be removed from the north side, as that would have the least impact on parking supply.
SOURCES: The annual VMT reduction estimate is based on formula from California Air Resources Board, Quantifying Reductions in Vehicle Miles Traveled from New Bike Cycle Tracks https://ww2.arb.ca.gov/sites/default/files/auction-proceeds/bicycle_facilities_technical_041519.pdf 96 Benton Street Bikeway Planning Study City of Santa Clara
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
Parking Available
Annual VMT
Reduction
Estimate
N: 74%
S: 79% None
N: 74%
S: 79% 16,337
N: 74%
S: 79% 16,337
N: 64%** 16,337
Parking Available
Annual VMT
Reduction
Estimate
N: 68%
S: 82%
None
N: 68%
S: 82%
16,337
No parking on
both side 16,337
S: 64%** 16,337
Paths, Lanes, and
Paths, Lanes, and
City of Santa Clara Benton Street Bikeway Planning Study 97
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
Table 14. Benefits Summary – 64-Foot Section
Current Conditions / No Build Conce
Yes No Y
Benefits for People Riding Bicycles
Adds a bicycle facility
Provides physical separation between traffic and bicyclists Encourages bicyclists to not ride on sidewalks
Provides consistent clear visibility of bicyclists
Allows bicyclists to maneuver around debris
Allows bicyclists to make mid-block turns
Benefits for People Driving Vehicles
Maximizes roadway and intersection capacity
Potential to significantly reduce vehicle collisions
Adds a turn lane for safer turning maneuvers
Benefits for Community & Residents
Reduces VMT
Maintains existing on-street parking capacity
Encourages slower automobile speeds
Incorporates traffic calming measures
Does not increase pedestrian mid-block crossing demand Maintains existing residential trash collection plan* Allows residents to participate in Annual Cleanup Campaign Does not require construction funding
* For detailed discussion of trash collection, see page 63 98 Benton Street Bikeway Planning Study City of Santa Clara
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
ept A - Two Lanes, Turn Lane,
Buffered Bike Lanes
Concept B - Two Lanes, Turn Lane,
Parking-Separated Bikeway
Concept C - Four Lanes, No Parking
on One Side, Buffered Bike Lanes
Yes No Yes No Yes No
City of Santa Clara Benton Street Bikeway Planning Study 99
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
Table 15. Benefits Summary – 38-Foot Section
Current Conditions / No Build Conc
Yes No Y
Benefits for People Riding Bicycles
Adds a bicycle facility
Encourages bicyclists to not ride on sidewalks
Provides consistent clear visibility of bicyclists
Allows bicyclists to maneuver around debris
Benefits for Community & Residents
Reduces VMT
Maintains existing on-street parking capacity
Encourages slower automobile speeds
Incorporates traffic calming measures
Does not increase pedestrian mid-block crossing demand Maintains existing residential trash collection plan* Allows residents to participate in Annual Cleanup Campaign Does not require construction funding
* For detailed discussion of trash collection, see page 63 100 Benton Street Bikeway Planning Study City of Santa Clara
03. CORRIDOR ALTERNATIVE CONCEPTS AND ANALYSIS
cept D - Two Vehicle Lanes,
Bike Boulevard
Concept E - Two Vehicle Lanes,
Buffered Bike Lanes, No Parking
Both Sides
Concept F - Two Vehicle Lanes, Bike
Lanes, No Parking One Side
Yes No Yes No Yes No
City of Santa Clara Benton Street Bikeway Planning Study 101
04. Community
Engagement
04. COMMUNITY ENGAGEMENT
Engagement Strategies
Project Website, Hotline, and Email
City staff hosted and maintained a website on
the Public Works Department page to promote
engagement events, provide educational materials, document meetings, and provide a forum for the community to submit comments. Project
staff also provided a phone number hotline as an
accessible alternative for community members
to leave project feedback, as well as an email
address to submit comments. The project email
account regularly sent updates to everyone who
had signed up for project notifications whenever
new information or materials were added to the
project website, including meeting and survey
details.
Person biking at Benton Street and Live Oak Drive
(above) and students crossing Benton Street after
school from SCHS (below).
City of Santa Clara Benton Street Bikeway Planning Study 103
04. COMMUNITY ENGAGEMENT
Figure 34. Site Visit Agenda and Observation Locations
104 Benton Street Bikeway Planning Study City of Santa Clara I Corridor Observation Locations: X t
04. COMMUNITY ENGAGEMENT
Site Visit
Participants from the City of Santa Clara Bicycle
and Pedestrian Advisory Committee (BPAC), City
of Santa Clara staff, and the project team made a
site visit on May 10, 2023, to observe conditions
and behaviors, particularly around the afternoon
release at SCHS. A map and schedule for observations is shown in Figure 34.
City of Santa Clara Benton Street Bikeway Planning Study 105 Site Visit Agenda:
1) 2:30 PM: Meet at Santa Clara HS
2) 2:40 PM: Intros and site visit overview
3) 2:45 PM: Observe SCHS dismissal
period (bell at 3:10 PM)
4) 3:30 PM: Regroup and discuss
5) 3:50 PM: Observe/discuss other
locations along the corridor
a. San Tomas Creek Trail crossing
b. Kiely Blvd intersection
c. Pomeroy Ave intersection
d. Other locations
04. COMMUNITY ENGAGEMENT
Committee/Commission Meetings
BICYCLE AND PEDESTRIAN ADVISORY
COMMITTEE
City staff met with the BPAC on four different
occasions to provide updates and solicit input at
major milestones:
Meeting 1: Plan overview, schedule, and BPAC
priorities (March 27, 2023)
Meeting 2: Review and collect feedback on draft
corridor concepts (August 28, 2023)
Meeting 3: Review analysis results and provide
feedback on draft concepts (January 22, 2024)
Meeting 4: Approve final report and recommend
preferred design concept to the City Council
(Anticipated June 2024)
SENIOR ADVISORY COMMISSION
The project team met with the Senior Advisory
Commission on September 25, 2023 during
Phase 2 of the project to inform commissioners
and members of the public about the project
and collect feedback on the proposed bikeways
and general project input. The project team also
provided project timelines and ways commissioners can stay involved with the project.
PARKS AND RECREATION COMMISSION
The project team met with the Parks and
Recreation Commission on September 19, 2023
during Phase 2 of the project to inform commissioners and members of the public about the project and collect feedback on the proposed
bikeways and general project input. The project
team also provided project timelines and ways
commissioners can stay involved with the project.
YOUTH COMMISSION
The project team met with the Youth Commission
on September 12, 2023 during Phase 2 of the
project to inform commissioners about the project
and collect feedback on the proposed bikeways
and general project input. The project team also
provided project timelines and ways commissioners can stay involved with the project.
Community Workshops
The project team hosted five community workshops online for the public to learn more about the project and provide feedback. The City
advertised the workshops on its website and
social media channels and mailed postcards to all
addresses within a half-mile of the Benton Street
project corridor (1,000 postcards). Each postcard
indicated the project includes the potential to
add bicycle lanes with the removal of on-street
parking or travel lanes.
Additionally, the team created and produced
10 roadway signs with project information and
placed them along the corridor early during Phase
1 engagement. Signs remained along the corridor
for the duration of the project.
Phase 1:
• Community Workshop #1: May 16, 2023
• Community Workshop #2: May 20, 2023
Phase 2:
• Community Workshop #3: September 13, 2023
• Community Workshop #4: September 23, 2023
Phase 3:
• Community Workshop #5: January 24, 2024
106 Benton Street Bikeway Planning Study City of Santa Clara
04. COMMUNITY ENGAGEMENT
Pop-Up Events
The project team held pop-up events at six locations to meet residents, students, and community members and engage them on the project. Each
of the pop-up events, except for the Santa Clara
High School Outreach event, included three other
separate bikeway studies on Monroe Street,
Walsh Avenue/Martin Avenue, and Coleman
Avenue/De La Cruz Boulevard.
EARTH DAY/ARBOR DAY
At the Earth Day / Arbor Day event held at
Central Park on April 27, 2023, from 10:00 a.m. to
2:00 p.m., the project team introduced the four
corridor studies, including the Benton project, to
the public. A map of the study corridors with a
QR code that linked to the project webpages was
displayed. Overall, four members of the public
signed up for project updates through email
contact.
BIKE TO WORK DAY
The City partnered with Silicon Valley Power to
co-host an energizer station and pop-up event
along the San Tomas Aquino Creek Trail on Bike
to Work Day, Thursday, May 18, 2023, between
7:00 and 10:00 a.m. The pop-up was at a trailhead near the Agnew Road intersection. This event featured representation from all four of
the City’s corridor planning projects. Overall, the
staff gathered feedback from over 30 community
members.
SANTA CLARA ART AND WINE FESTIVAL
On September 16 and 17, 2023, at Central Park,
the project team had a booth set up with concept
display boards, paper surveys, and QR codes
for the project website and survey. Over 400
community members engaged with staff on the
project.
SANTA CLARA HIGH SCHOOL OUTREACH
The project team set up a booth outside the
gym and bike racks at SCHS during afternoon
dismissal on October 26, 2023, with concept
display boards, paper surveys, and QR codes for
the project website and survey. Approximately
30 students provided comments, and 26 people
from the school community completed a survey.
In addition, the City worked with SCHS students
to publish an article about the project in The Roar
student newspaper in October.
HOLIDAY TREE LIGHTING EVENT
The project team also attended the Holiday Tree
Lighting Ceremony on December 1, 2023, where
a similar booth was set up for broader community
members to engage with staff on the project, with
concept display boards, comment cards, and QR
codes for the project website and survey. Staff
collected 20 comment cards.
CALTRAIN COMMUTER OUTREACH
On Thursday, February 15, 2024, from 4:00 to
6:00 p.m., the project team set up a pop-up
event at the Santa Clara Caltrain station, with
concept display boards, maps, and QR codes for
the project website and survey. Around a dozen
community members engaged with staff directly.
Online Surveys
The project team conducted three public surveys
throughout the project period, and posted all
three to the project website. The first was a brief
survey that included questions on transportation
preferences and behaviors, specific questions
about how attendees use Benton Street, and
demographic questions. The second survey gathered feedback and preferences on draft corridor concepts, while the third survey asked for ranked
preferences on corridor concepts after revisions.
City of Santa Clara Benton Street Bikeway Planning Study 107
04. COMMUNITY ENGAGEMENT
Community members participate in events at Santa Clara Art and Wine Festival (top), Bike to Work Day (lower left), and Santa Clara High School (lower right). 108 Benton Street Bikeway Planning Study City of Santa Clara
04. COMMUNITY ENGAGEMENT
Community members participate in events
at Holiday Tree Lighting Ceremony (above)
and Caltrain Commuter outreach (left).
City of Santa Clara Benton Street Bikeway Planning Study 109
04. COMMUNITY ENGAGEMENT
Phase 1 Engagement Summary Findings
The Benton Street Bikeway Study included
multiple community engagement opportunities during its first phase, including two virtual community workshops, pop-up events on Earth
Day/Arbor Day and Bike to Work Day, online
community survey, project email address and
voicemail number, and one BPAC meeting.
At the virtual community workshops, participants
described their current experiences traveling on
Benton Street. Sample comments included that
biking does not feel safe, traffic backups can
sometimes be an issue, and Santa Clara High
School generates a lot of walking and biking
trips in the area. Community members shared
that their goals for Benton Street centered
around having a functional multimodal street that
provided safe and friendly bicycle options while
respecting the driveway access needs of local
residents. Attendees also shared that safe bike
facilities that provided physical separation from
vehicles would encourage them to bike more.
Workshop recordings are available on the project
website for review.
At the Bike to Work Day event, staff gathered
feedback from over 30 community members
and engaged many more on the project. Several
common comment themes emerged. Multiple
people stated that while they did not ride on
Benton Street, they cross it frequently, and many
crossings are uncomfortable for people biking.
The San Tomas Expressway crossing came up
multiple times as feeling uncomfortable. This
connection is essential as it connects people to
Central Park, the library, and other community
destinations.
Some community members also stated that most
San Tomas Aquino Creek Trail crossings are at
major roads and feel uncomfortable, including
Benton Street. Many residents appreciated the
intent to add buffered bike lanes, especially
seeing the benefit it would have for high school
students and staff. Some thought separated facilities would do a better job of keeping cars out of the bike lane, which could be a problem in front of
the high school.
The first Benton Street survey received 114
responses. The survey asked about community
members’ travel preferences, current thoughts
on the state of the corridor, and their ideas for
the future. Over half (54%) of survey respondents
reported walking along the corridor at least once
a week, 45% indicated that they bike along the
corridor at least once per week, and around 80%
of respondents indicated that they also drive the
Community members stop to discuss bikeway
concepts on Bike to Work Day.
110 Benton Street Bikeway Planning Study City of Santa Clara
04. COMMUNITY ENGAGEMENT
corridor at least once a week. Over half (52%) of
respondents indicated that they either agree or
strongly agree that they can usually find parking
near their destination, while 42% gave a neutral
response. Only 7% indicated they disagree or
strongly disagree that they can usually find
parking near their destination. Regarding traffic
congestion, 45% of respondents agreed that
traffic generally flows well on Benton Street;
only about one-quarter of respondents (27%)
disagreed or strongly disagreed.
The survey asked respondents about what
factors influence their transportation decision-making. About 62% of respondents indicated that “riding a bicycle or other rolling device does
not feel safe” as a factor in their decision-making.
This was the only option selected by over half of
the respondents and one of two options to get
picked by over one-third of respondents. The
second-highest factor was “crossing the street is
uncomfortable or doesn’t feel safe,” with 35% of
respondents selecting this option. A full summary
of responses is shown in Appendix B. When
asked which biking and walking improvements
would improve their overall experience on Benton,
these were top three responses:
• Add/enhance bicycle lanes along the roadway.
• Improve bicyclists’ safety at intersections
along Benton Street.
• Add/enhance pedestrian crosswalks.
Finally, the Benton Street email and voicemail
accounts received 11 comments during this first
phase. Community member feedback centered
around concerns about current traffic congestion,
improving pedestrian crossings (and intersections
generally), and concerns about potential parking
removal.
Across all Phase 1 engagement events, four
common themes emerged:
• Bicycle facilities should feel safe and comfortable, especially for high school students. • Crossing Benton Street is not comfortable on a
bicycle.
• Improved connections to and crossings of the
San Tomas Aquino Creek Trail can enhance
connections to multiple destinations.
• The street redesign should consider and
balance the traffic congestion and parking
needs and expectations of nearby local
residents.
City of Santa Clara Benton Street Bikeway Planning Study 111
04. COMMUNITY ENGAGEMENT
Phase 2 Engagement Summary Findings
The second phase of engagement included two
virtual community workshops; two pop-up events
at the Art and Wine Festival and at SCHS; and
meetings with the Youth Commission, Senior
Advisory Commission, Parks and Recreation
Commission, and BPAC. This is all in addition to
a second online design alternatives survey and
continued use of the project email address and
voicemail number.
The project team hosted two virtual community workshops for the project on the evening of Wednesday, September 13, 2023, and on
Saturday, September 23, 2023. The team advertised the workshops on the City’s website and mailed postcards to all addresses within a halfmile of the Benton Street project corridor (1,000 postcards). Both workshops covered the same
content. Wednesday’s workshop had eight
attendees, and Saturday’s workshop had two.
The presentations included interactive polling
from Mentimeter and a question-and-answer
session at the end of the formal presentation.
Project staff presented a project overview,
corridor parking and collision analysis, and alternative concept designs. Workshop recordings are available on the project website for review.
When asked about design alternatives presented,
participants expressed concerns about highspeed traffic and getting doored by people exiting parked vehicles. Participants described
a desire for sidewalk-level facilities as well as
thoughtful design around intersections and
driveways. Attendees also shared that safe bike
facilities with physical barriers between the
bikeway and traffic would encourage them to bike
more.
The second online survey was posted on August
28, 2023, and ran until October 31, 2023, and
received 258 public responses. Of these, at least
60% travel along or cross the corridor regularly,
and at least 49% live on or near it. Respondents
were asked to review each concept and indicate if
they fully supported, supported with minor modifications, needed major changes to get support, or did not support the concept. Results of the
survey are shown in Table 16: Online Survey
#2 Results – All Responses (258 responses).
Specific results from people affiliated with SCHS
are shown in Table 17: Online Survey #2 Results
– Santa Clara High School (26 responses). SCHS
respondents wrote that having bike lanes “will
make it much easier to get to and from school”
and will provide “overall improved road safety for
all road users,” and supported bike lane installation. Concept G: Two Lanes, Buffered Bike Lanes, Parking on Both Sides for Benton Street from
Dunford Way to Lawrence Expressway was not
included in this survey, as this design would not
reduce travel lanes, turning lanes, or parking, but
rather uses outsized width reduction to introduce
bicycle lanes in a 60-foot-wide typical section.
For the Benton Street 64-foot-wide typical
section, over 60% of respondents supported the
lane removal concepts: either Concept A with
Buffered Bike Lanes or Concept B with ParkingSeparated Bikeway. Concept C has support from 46% of respondents. All three concepts received
majority support from the SCHS respondents.
For those who indicated “support with minor
changes” in Concept A, common comments
112 Benton Street Bikeway Planning Study City of Santa Clara
04. COMMUNITY ENGAGEMENT
included adding physical separation of bike lanes
from traffic, adding crosswalks, and concern
about traffic congestion. In Concept B, common
comments included infringement in bike lane
by parked cars, trash bins, and driveway visibility. In Concept C, common comments included mid-block pedestrian crossing, adding physical
separation of bike lanes from traffic, and desire
for a central turning lane.
For the Benton Street 38-foot-wide typical
section, Concept E: Buffered Bike Lanes, Remove
Parking on Both Sides received the highest
support with 59% respondents. SCHS respondents support both Concept E and Concept F, which propose parking removal. For Concept
D: Bicycle Boulevard, over half of the respondents indicated they do not support the concept.
Community members engaging with the project team at the Art and Wine Festival (left) and students actively participating at SCHS (right).
For those who indicated “support with minor
changes” in Concept D, common comments
included a need for traffic calming infrastructure and bikeways that don’t require sharing space with vehicles. In Concept E, common
comments included desire for parking and for
protective barriers between people riding bicycles and people driving. In Concept F, common comments included a need for a buffer or barrier
between cars and the bikeway, as well as parking
concerns.
City of Santa Clara Benton Street Bikeway Planning Study 113
04. COMMUNITY ENGAGEMENT
Response 64-Foot Concept A 64-Foot Concept B 64-Foot Concept C Two Lanes, Center Turn
Lane, Buffered Bike
Lanes, Parking on Both
Sides
Two Lanes, Center
Turn Lane, ParkingSeparated Bikeway
Four Lanes, Buffered
Bike Lanes, Remove
Parking on One Side
Fully support 39.4% 45.4% 23.0%
Support with minor
changes 20.2% 17.3% 12.6%
Needs major changes
to get my support
11.7% 7.6% 21.9%
I do not support this
concept
28.7% 29.7% 42.6%
Response 38-Foot Concept D 38-Foot Concept E 38-Foot Concept F Bicycle Boulevard,
Parking on Both Sides
Buffered Bike Lanes,
Remove Parking on
Both Sides
Bike Lanes, Remove
Parking on One Side
Fully support 20.6% 38.0% 31.3%
Support with minor
changes 10.9% 19.0% 27.6%
Needs major changes
to get my support
16.4% 8.0% 10.4%
I do not support this
concept
52.1% 35.0% 30.7%
Table 16. Online Survey #2 Results – All Responses (258 responses) 114 Benton Street Bikeway Planning Study City of Santa Clara
04. COMMUNITY ENGAGEMENT
Response 64-Foot Concept A 64-Foot Concept B 64-Foot Concept C Two Lanes, Center Turn
Lane, Buffered Bike
Lanes, Parking on Both
Sides
Two Lanes, Center
Turn Lane, ParkingSeparated Bikeway
Four Lanes, Buffered
Bike Lanes, Remove
Parking on One Side
Fully support 50.0% 50.0% 88.9%
Support with minor
changes 40.0% 50.0% 11.1%
Needs major changes
to get my support
10.0% 0.0% 0.0%
I do not support this
concept
0.0% 0.0% 0.0%
Response 38-Foot Concept D 38-Foot Concept E 38-Foot Concept F Bicycle Boulevard,
Parking on Both Sides
Buffered Bike Lanes,
Remove Parking on
Both Sides
Bike Lanes, Remove
Parking on One Side
Fully support 16.7% 50.0% 50.0%
Support with minor
changes 50.0% 50.0% 50.0%
Needs major changes
to get my support
0.0% 0.0% 0.0%
I do not support this
concept
33.3% 0.0% 0.0%
Table 17. Online Survey #2 Results – Santa Clara High School (26 responses) City of Santa Clara Benton Street Bikeway Planning Study 115
04. COMMUNITY ENGAGEMENT
Phase 3 Engagement Summary Findings
The third and final phase of engagement for this
project included one virtual community workshop; two pop-up events with the Santa Clara Tree Lighting Ceremony and at the Caltrain
station; and a meeting with BPAC. This was all
augmented with a third ranked choice survey and
continued use of the project email address and
voicemail number.
The project team hosted one virtual community workshop for the project on the evening of Wednesday, January 24, 2024. The team advertised the workshop on the City’s website and mailed postcards to all addresses within a halfmile of the Benton Street project corridor (1,000 postcards). Eight people attended the workshop.
The presentation included a project overview,
corridor parking and collision analysis, alternative
concept designs, and a question-and-answer
session at the end.
The project team ran the third online survey
from January 16, 2024, until February 25, 2024.
The survey received 116 public responses,
and a decision on the preferred alternative will
include input from all members of the community.
Approximately 27% of respondents live or work
on Benton Street, and the majority travel or cross
the corridor regularly (Figure 35). The project
team used ranked choice voting to determine
which alternative had majority support from the
public. If no candidate had an outright majority,
the team eliminated the recipient with the fewest
first-choice votes. Those who voted for the eliminated candidate had their votes redistributed to their next highest ranked choice in the following
round. Concept G: Two Lanes, Buffered Bike
Lanes, Parking on Both Sides for Benton Street
from Dunford Way to Lawrence Expressway
won for the 60-foot-wide typical section with an
outright majority (84%) of all 1st choice votes.
After the ranked choice analyses, on a 64-footwide typical section, the winner was Concept B:
Two Lanes, Center Turn Lane, Parking-Separated
Bikeway. For a 38-foot-wide typical section, the
winner was Concept E: Buffered Bike Lanes,
Remove Parking on Both Sides as shown in
Figure 36. Some respondents indicated that they
would rather have a separated bikeway for their
own safety and comfort, and if not, at least a
painted buffer.
Figure 35. Survey Results - Relation to
Benton Street
0% 10% 20% 30% 40% 50% 60%
38%
3%
54%
38%
16%
11%
3%
27%
Live or work on the street
Live or work within a few blocks
Attend/work at Santa Clara High School
Travel on the corridor regularly
Cross the corridor regularly
Travel on the corridor occasionally
Cross the corridor occasionally
Other
116 Benton Street Bikeway Planning Study City of Santa Clara ■
■
■
■
■
■
■
■
04. COMMUNITY ENGAGEMENT
64-Foot Section 38-Foot Section
PERCENTAGE OF VOTES PERCENTAGE OF VOTES
Exhausted votes are when all the choices a voter ranked have been eliminated and there is no next ranked choice to move their vote. These choices are eliminated. 0 10 20 30 40 50 60 70
Concept B
Concept A
0 10 20 30 40 50 60 70
Concept E
Concept F
No Build (Eliminated - 10% exhausted votes)
Concept C (Eliminated - 0% exhausted votes)
50%
to win
60%
40%
No Build (Eliminated - 14% exhausted votes)
Concept D (Eliminated - 4% exhausted votes)
50%
to win
54%
46%
Figure 36. Ranked Choice Voting Results
Example of ranked choice question in Survey 3
City of Santa Clara Benton Street Bikeway Planning Study 117 "3. For these 64' sections of Benton Street, rank the concepts from best to worst bikeway option, in your opinion?
(where 1st Choice represents your most-preferred alternative, and 4th Choice represents your leastpreferred alternative) You must pick a 1st choice, but you can choose not to vote on the other choices. No votes will be considered as noo Not Support. n
Existing Conditions/
No Build
Concept A - Buffered
Bike Lanes with Lane
Removal
Concept B - Parkingprotected Bike Lanes
with Lane Removal
Concept c - Buffered
Bike Lanes with
Parking Removal on
One Side
lsc_Choice
0 0
0 0
2nd Choice 3rd Choice
0 0
0 0
0 0
0 0
Existing Conditions/No Build Option for Benton Street 64' wide typical section 4th Choice
0 0
0 0
05. Recommendations
05. RECOMMENDATIONS
Final Recommendation
City Council will review the results of the study
and make a recommendation. This chapter
is a placeholder until the final draft report is
published.
City of Santa Clara Benton Street Bikeway Planning Study 119
05. RECOMMENDATIONS
The design and construction of bicycle facilities
on Benton Street has some funding from development fees. At the completion of the planning-level effort, if City Council decides to move forward
with a specific alternative, then City will develop
more detailed cost estimates and identify any
additional funding needed to design, bid, and
construct new bikeway facilities.
High Level Cost Estimates
The estimated costs in Table 18: Generalized
Planning Level Costs – Bikeways are planning-level costs that help the public understand at a high level what investments are required for
various infrastructure improvements. Costs are in
2024 dollars.
Table 18. Generalized Planning Level Costs
– Bikeways
Bikeway Classification Cost Per Mile
Class II – Bicycle Lane $118,000 – $619,000
Class IIB – Buffered
Bicycle Lane $195,000 – $619,000
Class IIIB – Bicycle
Boulevard $110,000 – $205,000
Class IV – Separated
Bikeway
$366,000 –
$1,134,000
There are also additional cost considerations
when installing these bikeways, particularly
around crossings or intersections. Complementary pedestrian improvements could also be considered in future design phases. Some
of these infrastructure cost considerations are
included in Table 19: Generalized Planning Level
Costs – Spot Improvements.
Table 19. Generalized Planning Level Costs
– Spot Improvements
Proposed Improvement Cost of Each
Construct Median Refuge $1,500 – $2,900
Install New Sidewalk
(per mile)
$987,000 –
$1,536,000
Install/Upgrade Crosswalks
(per linear foot) $22 – $37
Install/Upgrade Curb
Ramps $7,300 – $14,600
Reconfigure Slip Lane $585,200 –
$877,700
Reduce Turning Radius $146,300 –
$1,097,200
Next Steps and Funding
120 Benton Street Bikeway Planning Study City of Santa Clara
05. RECOMMENDATIONS
Local and Regional Grant Programs
2016 MEASURE B
Santa Clara voters approved a half-cent sales
tax in 2016 to fund transportation infrastructure
investments. Measure B is expected to raise
$6.3 billion (2017 dollars) over 30 years to fund
nine program categories. The Local Streets
and Roads Program returns funds to the cities
and the County on a formula basis to be used
to repair and maintain the street system. The
allocation is based on the population of the
cities and the County of Santa Clara’s road and
expressway lane mileage. Cities and the County
will be required to demonstrate that these funds
would be used to enhance and not replace their
current investments for road system maintenance
and repair. The program would also require that
cities and the County apply Compete Streets
best practices to improve bicycle and pedestrian
elements of the street system. If a city or the
County has a Pavement Condition Index score of
at least 70, it may use the funds for other congestion relief projects. Two hundred fifty million dollars has been allocated toward the Bicycle
and Pedestrian Program. Within the Bicycle and
Pedestrian Program, funds are divided between
capital projects (80%), education and encouragement programs (15%) and planning studies (5%). The education and encouragement funds
will be allocated to cities based on a population
formula with a $10,000 annual minimum allocation
per city; $250,000 will be reserved for countywide programs. Funds for bicycle and pedestrian projects are applied to a select list of projects
approved by the VTA Board.
Funds are programmed by VTA.
TRANSPORTATION FUND FOR CLEAN AIR
COUNTY PROGRAM MANAGER FUND
The Bay Area Air Quality Management District
(BAAQMD) administers funds to the VTA for
projects that reduce vehicle emissions including
bicycle projects. These funds come from a $4
vehicle registration surcharge in Bay Area counties and can be used as a match for competitive state or federal programs.
Funds are programmed by VTA.
ONE BAY AREA GRANT
The One Bay Area (OBAG) grant program
emphasizes funding for projects within Priority
Development Areas in the region that are in-line
with housing and land use goals. Projects that
are within or provide access to these Priority
Development Areas could qualify for these
grants.
Funds are programmed by the Metropolitan
Transportation Commission (MTC) and the VTA.
TRANSPORTATION DEVELOPMENT ACT
ARTICLE 3
Transportation Development Act Article 3
(TDA 3) provides funding annually for bicycle
and pedestrian projects. Two percent of TDA
funds collected within the county are used for
TDA 3 projects. Metropolitan Transportation
Commission policies require that all projects be
reviewed by a Bicycle and Pedestrian Advisory
Committee or similar body before approval.
Funds are programmed by VTA.
City of Santa Clara Benton Street Bikeway Planning Study 121
05. RECOMMENDATIONS
State and Federal Grant Programs
CALIFORNIA ACTIVE TRANSPORTATION
PROGRAM (ATP)
Governor Edmund G. “Jerry” Brown signed legislation in 2013 that consolidates existing federal and state transportation programs including the
Transportation Alternatives program, Bicycle
Transportation Account, and State Safe Routes
to School, into a single program focused on
expanding and enhancing active transportation across the state. The Active Transportation Program is intended to increase the use of active
transportation, enhance safety for non-motorized users, improve public health, and advance regional greenhouse gas reduction goals
pursuant to Senate Bill 375 (of 2008) and Senate
Bill 341 (of 2009). This grant program funds a
wide variety of activities and projects that further
the goals of the program including infrastructure,
non-infrastructure, and planning studies.
Funds are programmed by Caltrans with guidance
from the California Transportation Commission
(CTC).
HIGHWAY SAFETY IMPROVEMENT PROGRAM
Caltrans offers Highway Safety Improvement
Program grants every one to two years. Projects
on any publicly owned road or active transportation facility are eligible, including bicycle and pedestrian improvements. This program
focuses on projects that explicitly address
documented safety challenges through proven
countermeasures, are implementation ready, and
demonstrate cost-effectiveness.
Funds are programmed by Caltrans.
OFFICE OF TRAFFIC SAFETY GRANT
The Caltrans Office of Traffic Safety makes
grants available to local and state public agencies
for programs that help them enforce traffic laws,
educate the public in traffic safety, and provide
varied and effective means of reducing fatalities,
injuries, and economic losses from collisions.
Funding can be used for safety trainings, bike
helmets, and traffic safety campaigns, among
other activities.
Funds are programmed by the Office of Traffic
Safety.
122 Benton Street Bikeway Planning Study City of Santa Clara
05. RECOMMENDATIONS
SAFE STREETS AND ROADS FOR ALL (SS4A)
Established under the Bipartisan Infrastructure
Law, this discretionary program funds regional,
local, and tribal initiatives to prevent roadway
deaths and serious injuries. Grant types include
Planning and Demonstration Grants as well as
Implementation Grants. Eligible activities include
pilot and demonstration projects, data analytics,
creating safe routes to schools, promotional
and education materials, and expanding bicycle
networks. An eligible Safety Action Plan must be
developed prior to applying for Implementation
Grants under this program.
Funds are awarded by the US Department of
Transportation.
ROAD MAINTENANCE AND REHABILITATION
PROGRAM
Senate Bill 1 created the Road Maintenance
and Rehabilitation Program to address deferred
maintenance on state highways and local road
systems. Program funds can be spent on both
design and construction efforts. On-street active
transportation-related maintenance projects are
eligible if program maintenance and other thresholds are met.
Funds are programmed by the State Controller’s
Office with guidance from the CTC.
City of Santa Clara Benton Street Bikeway Planning Study 123 City of
Santa Clara The Center of What's Possible
Attachment
%HQWRQ6WUHHW'esign &oncepts
9’
11’ 9’
5’
5’
12’
11’ 12’
8’
8’
P
P NOTE: THESE FIGURES ARE INTENDED ONLY FOR REFERENCE, CONCEPTUAL PLANNING, AND INFORMATIONAL PURPOSES. THESE FIGURES 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.
PARKING LANES
Curbside parallel parking is
present along the majority
of the corridor
BUS STOPSRoute 53 runs every 30 min along Benton
CHALLENGING VISIBILITYDriveway entry and exit is challenging due to fast-moving vehicles and curbside parking PHOTO: EXISTING CONDITIONS ON BENTON
TYPICAL ROAD WIDTHS DO NOT REFLECT UNIQUE CONDITIONS, THESE FIGURES ARE DESIGNED TO FACILITATE PUBLIC FEEDBACK. 64’ WIDE TYPICAL Existing Conditions / No Build OptionBENTON ST FROM LAWRENCE EXPWY TO LIVE OAK DRIVE + KIELY BLVD TO MARYANN DR• Bike throughlanes from Las Palmas Dr to Maryann Dr• 11’-12’ Traffic lane width varies• 8’-9’ Parking lane width varies• 90’ Total ROW ti •' •
• __ _r ".:E_;_~;;;;:=j •
64'
FACING WEST
10' 10'
TRAVEL LANE TRAVEL LANE
11'
CENTER LANE
10'
TRAVEL LANE
14'
TRAVEL LANE
9'
PARKING
SCHOOL
SIDE
64’ WIDE Existing Conditions / No Build OptionALONGSIDE HIGH SCHOOL BENTON ST FROM LIVE OAK DR TO KIELY BLVD• One side parking + center lane •
···-~ .
·m. §§NJON§J • • • •
8’
11’
8’
5’
5’
5’
10’
5’ 3’
3’
11’
8’
8’
P
P
IMPROVED VISIBILITYStriped buffers at driveways improve sight lines
PARKING
Maintains curbside parking
BUFFERED BIKE LANESA buffer between vehicle traffic provides additional horizontal separation from vehicles.
BUS MIXING ZONEGreen striping helps warn users of potential conflict between buses and cyclists.Buffer area maintains consistent vehicle lane width.
TRASH COLLECTIONFacilitates bin location for trash collection. 64’ WIDE TYPICAL Concept ATWO LANES, CENTER TURN LANE, BUFFERED BIKE LANES, PARKING ON BOTH SIDESBENTON ST FROM LAWRENCE EXPWY TO LIVE OAK DRIVE + KIELY BLVD TO MARYANN DR• 2 Traffic lanes + Center turn lane• Class II buffered bike lanes• Conflict striping at bus stops• Increased visibility at driveways• Maintains on-street parking on both sides
•' i ..
• r···j
\•
~~:;_!:_=_=-~ ~=--t-==~BE~N:!JQ~N~§I~
. ..
64'
FACING WEST
12'
TRAVEL LANE
12'
CENTER LANE
12'
PROTECTED TRAVEL LANE
BIKE LANE
8'
BUFFERED PARKING
BIKE LANE
7' 4' 3' 6'
SCHOOL
SIDE
64’ WIDE Concept AALONGSIDE HIGH SCHOOL BENTON ST FROM LIVE OAK DR TO KIELY BLVD• South side protected bike lane - in front of high school• North side buffered bike lane - in front of residences •
§§NJON§J
.,
3’
11’
3’ 8’
5’ 5’
5’ 5’
10’
8’ 11’
8’
8’
P
P
PARKING PROTECTED BIKE LANES
Parking along the corridor is retained
between the bike lane and vehicle
lanes. This provides bike lanes users
separation and protection from vehicle
traffic and buffer from vehicle doors.
This design also provides room for
safe vehicle passenger boarding and
has the added co-benefit of improving
sidewalk user comfort.
IMPROVED VISIBILITYStriped buffers at driveways improve sight lines BUS MIXING ZONEGreen striping helps warn users of potential conflict between buses and cyclists.Buffer area maintains consistent vehicle lane width.
EXAMPLE OF PARKING PROTECTED BIKE LANES
TRASH COLLECTIONFacilitates bin location for trash collection. 64’ WIDE TYPICAL Concept BTWO LANES, CENTER TURN LANE, PARKING-PROTECTED BIKE LANESBENTON ST FROM LAWRENCE EXPWY TO LIVE OAK DRIVE + KIELY BLVD TO MARYANN DR• 2 Traffic lanes + Center turn lane• Transit boarding mixing zones• Maintains on-street parking• Bike lanes are parking protected i ..
• r···j
\•
64'
FACING WEST
12'
TRAVEL LANE
12'
CENTER LANE
12'
PROTECTED TRAVEL LANE
BIKE LANE
8'
PARKING PARKING BUFFERED
BIKE LANE
7' 4' 3' 6'
SCHOOL
SIDE
64’ WIDE Concept BALONGSIDE HIGH SCHOOL BENTON ST FROM LIVE OAK DR TO KIELY BLVD• South side protected bike lane - in front of high school• North side parking-protected bike lane - in front of residences I I
•
§§NJON§J
.,
8’
11’
5’
5’
10’
5’ 2’ 11’
8’
8’
P
10’
5’2’
PARKING ON ONE SIDE
Maintains some street
parking
EXAMPLE OF BUFFERED BIKE LANESA buffer between vehicle traffic provides additional comfort for cyclists.
BUS MIXING ZONEGreen striping helps warn users of potential conflict between buses and cyclists.Buffer area maintains consistent vehicle lane width. 64’ WIDE TYPICAL Concept CFOUR LANES, BUFFERED BIKE LANES, REMOVE PARKING ON ONE SIDEBENTON ST FROM LAWRENCE EXPWY TO LIVE OAK DRIVE + KIELY BLVD TO MARYANN DR• 4 Traffic lanes• Class II buffered bike lanes• Conflict striping at bus stops• Maintain on-street parking on one side
ti •' •
• __ _r ".:t=-=-~='.'.] •
64'
FACING WEST
10' 10'
TRAVEL LANE TRAVEL LANE
11'
CENTER LANE
10'
TRAVEL LANE
5' 3' 5'
BIKE LANE
10'
PROTECTED TRAVEL LANE
BIKE LANE
SCHOOL
SIDE
64’ WIDE Concept CALONGSIDE HIGH SCHOOL BENTON ST FROM LIVE OAK DR TO KIELY BLVD• South side protected bike lane - in front of high school• North side bike lane - in front of residences• Remove parking on residential side I I I
•
§§NJON§J
.,
8’
8’
5’
5’
11’ 11’
P
P
5’
5’
PARKING LANES
Curbside parallel parking
is present along the
majority of the corridor.
BUS STOPSCurbside pick up
NOTE: THESE FIGURES ARE INTENDED ONLY FOR REFERENCE, CONCEPTUAL PLANNING, AND INFORMATIONAL PURPOSES. THESE FIGURES 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.
PHOTO: EXISTING CONDITIONS ON BENTON
TYPICAL ROAD WIDTHS DO NOT REFLECT UNIQUE CONDITIONS, THESE FIGURES ARE DESIGNED TO FACILITATE PUBLIC FEEDBACK. 38’ WIDE TYPICAL Existing Conditions / No Build OptionBENTON ST FROM MARYANN DR TO LINCOLN ST • 11’ Traffic Lanes• 38’ Curb to Curb Width• 60’ Total ROW I
).. I
._ I
~: 0-1 ct: -..I
Cl I
I
8’
8’
5’
5’
11’ 11’
P
P
5’
5’
PARKING
Maintains curbside
parking
BIKE BOULEVARDSharrows, and other traffic calming elements to be determined BIKE BOULEVARDBike boulevards share roadway priority with cyclists. Traffic calming elements may be introduced to deter excess vehicle speeds for comfort and safety on the shared roadway. 38’ WIDE TYPICAL Concept DBICYCLE BOULEVARD, PARKING ON BOTH SIDESBENTON ST FROM MARYANN DR TO LINCOLN ST • Bikes and vehicles share the travel lane• Maintain two travel lanes• Additional signage and striping I
>,.. I
i- I ai l!J I
Cl I 0-1 ct: -.J
Cl I
I
• :··---~ e
i •
• BENTON ST
~-
.
•
3’
5’
5’
5’
11’ 11’
5’
5’
3’
5’
BUFFERED BIKE LANES
Three foot buffers provide
space away from travel
lanes.
BUS MIXING ZONEGreen striping helps warn users of potential conflict between buses and cyclists.Buffer area maintains consistent vehicle lane width. 38’ WIDE TYPICAL Concept EBUFFERED BIKE LANES, REMOVE PARKING ON BOTH SIDESBENTON ST FROM MARYANN DR TO LINCOLN ST • Maintain two travel lanes• Buffered bike lanes• Parking removed I
).. I
._ I
LI.JI
Cl~ I 0-1 ct -.J
Cl I
I
• :··---~ e
• BENTON ST
~-
.
i• •
8’ 5’
5’ 5’
10’ 10’
P
5’
5’
5’
PARKING ON ONE SIDE
CONFLICT STRIPING Conflict striping at bus stops for user awareness and bus crossing bike lanes BIKE LANES5’ is the minimum width for bike lanes, and do not provide additional separation or protection from vehicles 38’ WIDE TYPICAL Concept FBIKE LANES, REMOVE PARKING ON ONE SIDEBENTON ST FROM MARYANN DR TO LINCOLN ST • Maintain two travel lanes• Parking on one side• Class II bike lanes >- I
..... I
~: 0-1 Cl:: .....
ct I
I
60'
FACING WEST
20'
TRAVEL LANE
20'
TRAVEL LANE
10'
PARKING
10'
PARKING
60'
FACING WEST
12'
TRAVEL LANE
10'
BUFFERED PARKING
BIKE LANE
BUFFERED
BIKE LANE
12'
TRAVEL LANE
10'
PARKING
5' 3' 3' 5'
60’ WIDE Existing Conditions / No BuildVARIATION FROM TYPICAL EXISTING CONDITION BENTON ST FROM DUNFORD WAY TO LAWRENCE EXPWY• Wide travel lanes60’ WIDE Proposed Concept GVARIATION FROM TYPICAL EXISTING CONDITION BENTON ST FROM DUNFORD WAY TO LAWRENCE EXPWY• Buffered bike lanes• Standardized travel lanes •
•
t
BENION §T 1,. • • .. • •
•
•
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•
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®
Attachment 4: Benton Street Transportation Analysis Summary Table 1. Analysis Summary – 64-Foot-Wide Section
Concept 64-Foot-Wide Section Entire Corridor
Roadway
Speeds
Collision
Reduction
Potential
Parking
Available
Peak
Travel
Time*
(min:sec)
Substand
ard Level
of Service
Annual
VMT
Reduction
Estimate
No Build Option 78% of
drivers
exceeded
30 mph
limit
N/A N: 74%
S: 79%
AM: 15:39
PM: 13:40
AM: 3
PM: 3 None
Concept A:
Two Lanes
Turn Lane
Buffered Bike
Lanes
3-6 mph
slower Yes Same asNo Build
AM: 23:58
PM: 21:49
Same as
No Build 16,337
Concept B:
Two Lanes
Turn Lane
ParkingProtected
Bikeway
3-6 mph
slower Yes Same asNo Build
AM: 23:58
PM: 21:49
Same as
No Build 16,337
Concept C:
Four Lanes
Buffered Bike
Lanes
(No Parking One
Side)
1-6 mph
slower Negligible N: 64% Same asNo Build
Same as
No Build 16,337
*Peak travel times in the AM are westbound on Benton Street, and eastbound in the PM.
Table 2. Analysis Summary – 38-Foot-Wide Section
Concept 38-Foot-Wide Section Entire Corridor
Roadway
Speeds
Collision
Reduction
Potential
Parking
Available
Peak
Travel
Time*
(min:sec)
Substand
ard Level
of Service
Annual
VMT
Reduction
Estimate
No Build Option 83% of
drivers
exceeded
25 mph
limit
N/A N: 68%
S: 82%
AM: 15:39
PM: 13:40
AM: 3
PM: 3 None
Concept D:
Bike Boulevard 1-6 mph
slower Negligible Same asNo Build
AM: 23:58
PM: 21:49
Same as
No Build 16,337
Concept E:
Buffered Bike
Lanes
(No Parking Both
Sides)
1-6 mph
slower Negligible
No parking
on both
sides
AM: 23:58
PM: 21:49
Same as
No Build 16,337
Concept F:
Bike Lanes
(No Parking One
Side)
1-6 mph
slower Negligible S: 64%
Same as
No Build
Same as
No Build 16,337
*Peak travel times in the AM are westbound on Benton Street, and eastbound in the PM.
Attachment 5: Potential Benefits Summary
Table 1. Benefits Summary – 64-Foot-Wide Section
No Build Concept A
- Two
Lanes,
Turn Lane,
Buffered
Bike Lanes
Concept B
- Two
Lanes,
Turn Lane,
ParkingProtected
Bike Lanes
Concept C
- Four
Lanes,
Buffered
Bike Lanes
(No
Parking
One Side)
Yes No Yes No Yes No Yes No
Benefits for Bicyclists
Adds a bicycle facility
Provides physical separation between
traffic and bicyclists
Encourages bicyclists to not ride on
sidewalks
Provides consistent clear visibility of
bicyclists
Allows bicyclists to maneuver around
debris
Allows bicyclists to make mid-block turns
Benefits for Drivers
Maximizes roadway and intersection
capacity
Potential to significantly reduce vehicle
collisions
Adds a turn lane for safer turning
maneuvers
Benefits for Community and Residents
Reduces VMT
Maintains existing on-street parking
capacity
Encourages slower automobile speeds
Incorporates traffic calming measures
Does not increase pedestrian mid-block
crossing demand
Maintains existing residential trash
collection plan
Allows residents to participate in Annual
Cleanup Campaign
Does not require construction funding
Table 2. Benefits Summary – 38-Foot-Wide Section
No Build Concept D
- Two
Lanes, Bike
Boulevard
Concept E -
Two Lanes,
Buffered
Bike Lanes
(No
Parking
Both Sides)
Concept F -
Two Lanes,
Bike Lanes
(No
Parking
One Side)
Yes No Yes No Yes No Yes No
Benefits for Bicyclists
Adds a bicycle facility
Encourages bicyclists to not ride on
sidewalks
Provides consistent clear visibility of
bicyclists
Allows bicyclists to maneuver around
debris
Benefits for Community and Residents
Reduces VMT
Maintains existing on-street parking
capacity
Encourages slower automobile speeds
Incorporates traffic calming measures
Does not increase pedestrian mid-block
crossing demand
Maintains existing residential trash
collection plan
Allows residents to participate in Annual
Cleanup Campaign
Does not require construction funding
NOTE: Table 2 has fewer rows than Table 1, as several benefits remain unchanged across all alternatives.
Attachment 6
Sample Speed Humps and Speed Cushions
Speed Humps
Speed Hump on Briarwood Drive, Santa Clara, CA
Speed Cushions
Speed cushions in Santa Cruz, CA
Fire truck driving over speed cushion
Resolution/Accepting the City of Santa Clara Benton Street Bikeway Planning Study Page 1 of 2 Rev: 06/20/2024
RESOLUTION NO. _____
A RESOLUTION OF THE CITY OF SANTA CLARA, CALIFORNIA
ACCEPTING THE CITY OF SANTA CLARA BENTON STREET
BIKEWAY PLANNING STUDY
WHEREAS, in December 2022, the City Council approved retaining Alta Planning & Design to assist with development of the Benton Street Bikeway Planning Study (“Study”); WHEREAS, the development of the Study was a collaborative effort involving the public, various stakeholders, the Santa Clara Bicycle and Pedestrian Advisory Committee, the Santa Clara Senior Advisory Commission, the Santa Clara Parks and Recreation Commission, and the Santa Clara Youth Commission;
WHEREAS, the Study identifies concepts for infrastructure improvements designed to encourage bicycling and walking as a safe and healthy alternative to the motor vehicle; WHEREAS, the City conducted significant community outreach to understand the issues and obtain feedback on concept alternatives, and this outreach consisted of five community meetings, six pop-up events, one City Council study session, City Council briefings, three online surveys, social media, street signs posted along the corridor, mailed notices, a project website, a project email address, a project phone number, and City website; WHEREAS, the Study is consistent with the goals and policies of the City of Santa Clara Complete Streets Policy, Bicycle Plan Update 2018, and the mobility and transportation element of the 2010-2035 General Plan;
WHEREAS, at its June 17, 2024 meeting, the Santa Clara Bicycle and Pedestrian Advisory Committee recommended City Council approve the Study; and, WHEREAS, the acceptance of the Plan is exempt from California Environmental Quality Act (CEQA) review pursuant to Sections 15378(a) and 15301(c) of the California Code of Regulations.
BE IT RESOLVED BY THE CITY OF SANTA CLARA AS FOLLOWS:
1. That the City of Santa Clara hereby accepts the Benton Street Bikeway Planning Study Resolution/Accepting the City of Santa Clara Benton Street Bikeway Planning Study Page 2 of 2 Rev: 06/20/2024
as attached and referenced herein.
2. The City of Santa Clara hereby approves the roadway concept entitled “Two Lanes, Buffered Bike Lanes, Parking on Both Sides” as the preferred alternative for the 60-foot-wide section of Benton Street.
3. The City of Santa Clara hereby approves the roadway concept entitled “Two Lanes, Buffered Bike Lanes, Center Turn Lane, Parking on Both Sides” as the preferred alternative for the 64-foot-wide section of Benton Street.
4. The City of Santa Clara hereby approves the roadway concept entitled “Bicycle Boulevard with Speed Cushions, Parking on Both Sides” as the preferred alternative for the 38- foot-wide section of Benton Street.
5. Direct City staff to return to Council with appropriate actions to implement the preferred roadway design.
6. Effective date. This resolution shall become effective immediately.
I HEREBY CERTIFY THE FOREGOING TO BE A TRUE COPY OF A RESOLUTION PASSED
AND ADOPTED BY THE CITY OF SANTA CLARA, CALIFORNIA, AT A REGULAR MEETING THEREOF HELD ON THE ___ DAY OF _________, 2024, BY THE FOLLOWING VOTE:
AYES: COUNCILORS:
NOES: COUNCILORS:
ABSENT: COUNCILORS:
ABSTAINED: COUNCILORS:
ATTEST: ______________________________
NORA PIMENTEL, MMC
ASSISTANT CITY CLERK
CITY OF SANTA CLARA
Attachments incorporated by reference:
1. Benton Street Bikeway Planning Study
Resolution Modifying Parking Regulations on a “No Stopping Anytime” zone along the Benton Street between Lawrence Expressway and San Tomas Expressway Page 1 of 2
Rev: 09/17/24
RESOLUTION NO. _____
A RESOLUTION OF THE CITY OF SANTA CLARA, CALIFORNIA
MODIFYING PARKING REGULATIONS ON BENTON STREET
BETWEEN LAWRENCE EXPRESSWAY AND SAN TOMAS
EXPRESSWAY
WHEREAS, the City of Santa Clara Bicycle Plan Update 2018 was approved and adopted by the Council on September 24, 2019 under Resolution No. 19-8761; WHEREAS, Class IIB Buffered Bicycle Lanes on Benton Street between Lawrence Expressway and San Tomas Expressway was a recommendation within the adopted Bicycle Plan Update 2018;
WHEREAS, the City established certain parking regulations on Benton Street between Lawrence Expressway and San Tomas Expressway;
WHEREAS, Public Works staff determined that a modification to the existing parking regulations is necessary to accommodate the proposed Class IIB Buffered Bicycle Lanes and maintain four travel lanes; and
WHEREAS, the City intends to establish new parking regulations on Benton Street between Lawrence Expressway and San Tomas Expressway based on City Public Works staff findings.
BE IT RESOLVED BY THE CITY OF SANTA CLARA AS FOLLOWS:
1. That the City Manager, or designee, is authorized to establish “No Stopping Anytime” zones along the southside of Benton Street from Lawrence Expressway to Live Oak Drive and Kiely Boulevard to San Tomas Expressway and along the north side of Benton Street from Live Oak Drive to Kiely Boulevard.
2. Condition Precedent. The authority granted under this Resolution are conditioned and subject to the City Council’s approval of a capital project to construct Class IIB Buffered Bicycle Lanes on Benton Street between Lawrence Expressway and San Tomas Expressway.
3. Effective date. This resolution shall become effective immediately.
Resolution Modifying Parking Regulations on a “No Stopping Anytime” zone along the Benton Street between Lawrence Expressway and San Tomas Expressway Page 2 of 2
Rev: 09/17/24
I HEREBY CERTIFY THE FOREGOING TO BE A TRUE COPY OF A RESOLUTION PASSED
AND ADOPTED BY THE CITY OF SANTA CLARA, CALIFORNIA, AT A REGULAR MEETING THEREOF HELD ON THE ___ DAY OF _________, 2024, BY THE FOLLOWING VOTE:
AYES: COUNCILORS:
NOES: COUNCILORS:
ABSENT: COUNCILORS:
ABSTAINED: COUNCILORS:
ATTEST: ______________________________
NORA PIMENTEL, MMC
ASSISTANT CITY CLERK
CITY OF SANTA CLARA
Attachments incorporated by reference:
None
S:\Attorney\RESOLUTIONS\Form Resolution-City.doc
Resolution Modifying Parking Regulations on a “No Stopping Anytime” zone along Both Sides of Benton Street between Maryann Drive and Lincoln Street Page 1 of 2
Rev: 11/22/17
RESOLUTION NO. _____
A RESOLUTION OF THE CITY OF SANTA CLARA, CALIFORNIA
MODIFYING PARKING REGULATIONS ON BENTON STREET
BETWEEN MARYANN DRIVE AND LINCOLN STREET
WHEREAS, the City of Santa Clara Bicycle Plan Update 2018 was approved and adopted by the Council on September 24, 2019 under Resolution No. 19-8761; WHEREAS, Class IIIB Bicycle Boulevard on Benton Street between Maryann Drive and Lincoln Street was a recommendation within the adopted Bicycle Plan Update 2018; WHEREAS, the City established certain parking regulations on Benton Street between Maryann Drive and Lincoln Street;
WHEREAS, Public Works staff determined that a modification to the existing parking regulations is necessary to accommodate the proposed Class IIB Buffered Bicycle Lanes and maintain two travel lanes; and
WHEREAS, the City intends to establish new parking regulations on Benton Street between Maryann Drive and Lincoln Street based on City Public Works staff findings.
BE IT RESOLVED BY THE CITY OF SANTA CLARA AS FOLLOWS:
1. That the City Manager, or designee, is authorized to establish a “No Stopping Anytime” zone along both sides of Benton Street from Maryann Drive to Lincoln Street.
2. Condition Precedent. The authority granted under this Resolution is conditioned upon and subject to the City Council’s approval of a capital project to construct Class IIB Buffered Bicycle Lanes on Benton Street between Maryann Drive and Lincoln Street.
3. Effective date. This resolution shall become effective immediately.
I HEREBY CERTIFY THE FOREGOING TO BE A TRUE COPY OF A RESOLUTION PASSED
AND ADOPTED BY THE CITY OF SANTA CLARA, CALIFORNIA, AT A REGULAR MEETING THEREOF HELD ON THE ___ DAY OF _________, 2024, BY THE FOLLOWING VOTE:
Resolution Modifying Parking Regulations on a “No Stopping Anytime” zone along Both Sides of Benton Street between Maryann Drive and Lincoln Street Page 2 of 2
Rev: 11/22/17
AYES: COUNCILORS:
NOES: COUNCILORS:
ABSENT: COUNCILORS:
ABSTAINED: COUNCILORS:
ATTEST: ______________________________
NORA PIMENTEL, MMC
ASSISTANT CITY CLERK
CITY OF SANTA CLARA
Attachments incorporated by reference:
None
S:\Attorney\RESOLUTIONS\Form Resolution-City.doc
Resolution Modifying Parking Regulations on a “No Stopping Anytime” zone along Northside of Benton Street between Maryann Drive and Lincoln Street Page 1 of 2
Rev: 09/17/24
RESOLUTION NO. _____
A RESOLUTION OF THE CITY OF SANTA CLARA, CALIFORNIA
MODIFYING PARKING REGULATIONS ON BENTON STREET
BETWEEN MARYANN DRIVE AND LINCOLN STREET
WHEREAS, the City of Santa Clara Bicycle Plan Update 2018 was approved and adopted by the Council on September 24, 2019 under Resolution No. 19-8761; WHEREAS, Class IIIB Bicycle Boulevard on Benton Street between Maryann Drive and Lincoln Street was a recommendation within the adopted Bicycle Plan Update 2018; WHEREAS, the City established certain parking regulations on Benton Street between Maryann Drive and Lincoln Street;
WHEREAS, Public Works staff determined that a modification to the existing parking regulations is necessary to accommodate the proposed Class II Bicycle Lanes and maintain two travel lanes; and
WHEREAS, the City intends to establish new parking regulations on Benton Street between Maryann Drive and Lincoln Street based on City Public Works staff findings.
BE IT RESOLVED BY THE CITY OF SANTA CLARA AS FOLLOWS:
1. That the City Manager, or designee, is authorized to establish a “No Stopping Anytime” zone along northside of Benton Street from Maryann Drive to Lincoln Street.
2. Condition Precedent. The authority granted under this Resolution is conditioned on and subject to the City Council’s approval of a capital project to construct Class II Bicycle Lanes on Benton Street between Maryann Drive and Lincoln Street.
3. Effective date. This resolution shall become effective immediately.
I HEREBY CERTIFY THE FOREGOING TO BE A TRUE COPY OF A RESOLUTION PASSED
AND ADOPTED BY THE CITY OF SANTA CLARA, CALIFORNIA, AT A REGULAR MEETING THEREOF HELD ON THE ___ DAY OF _________, 2024, BY THE FOLLOWING VOTE:
Resolution Modifying Parking Regulations on a “No Stopping Anytime” zone along Northside of Benton Street between Maryann Drive and Lincoln Street Page 2 of 2
Rev: 09/17/24
AYES: COUNCILORS:
NOES: COUNCILORS:
ABSENT: COUNCILORS:
ABSTAINED: COUNCILORS:
ATTEST: ______________________________
NORA PIMENTEL, MMC
ASSISTANT CITY CLERK
CITY OF SANTA CLARA
Attachments incorporated by reference:
None
S:\Attorney\RESOLUTIONS\Form Resolution-City.doc
Resolution Establishing No Parking Zones along on Benton Street between Dunford Way and Lincoln Street