DRH Staff Report - October 16, 2024 — City Council and Authorities Concurrent, November 19, 2024 (part 2 of 2)

5. Since this project is just west of the Levi’s Stadium, a game day scenario should be included in the analysis.

6. Evaluation of the alternative modes of transportation should be included in this project’s traffic analysis. The VTA CMP Guidelines indicate that traffic analysis must include transit facilities in terms of transit service availability, transit capacity relative to the increased demand, impact of increased traffic delays on the service, and the need for transit access improvements. According to the CMP Guidelines, the traffic analysis must also evaluate bicycle and pedestrian facilities in terms of their availability, project effects on future bike/pedestrian plans, and improvements proposed by the project. Maps and information on existing and planned bicycle facilities within Sunnyvale can be supplied upon request.

7. The TIA should identify the individual and cumulative project operational impacts on Sunnyvale facilities, along with associated feasible improvements. It is important to also include the project’s full/pro-rata share financial contributions towards the implementation of these improvements to bring the roadways back to acceptable or no-project operational level of service.

8. The Valley Transportation Plan (VTP) on the VTA web site contains a list of regional improvements which shall be included in the cumulative conditions.

Similarly, local improvements within the City of Sunnyvale that are already identified in the City’s Capital Improvement Program (CIP) and/or in the Sunnyvale Traffic Impact Fee Study shall be included in the cumulative analysis.

When utilizing regional and local road improvements as project mitigations, please clarify construction schedule of these improvements relative to the schedule of the development completion.

9. The proposed project is significant in size and is expected to affect the Sunnyvale street system. Following to the CMP guidelines, the City of Sunnyvale is requesting to review the draft TIA report.

10. We would like City of Santa Clara to implement improvements as described in the Tasman Corridor Streets study as prepared by VTA, Cities of Sunnyvale, Santa Clara, San Jose, and Milpitas as part of the 4590 Patrick Henry Drive Project.

11. Impacts to County of Santa Clara facilities should be improved based on projects listed in the County Expressway Planning Study.

Thank you for the opportunity to provide feedback on the NOI to Adopt a Mitigated Negative Declaration for this significant project. We look forward to personally discussing transportation related matters in the near future, as well as other meeting opportunities at key points of the project planning.

Please do not hesitate to contact me if you have any questions regarding my comments.

You can reach me by email at [email protected] or by phone at 408-730-7556.

City of Sunnyvale Comments on 4590 Patrick Henry Drive Residential Project Notice of Intent to Adopt a Mitigated Negative Declaration May 16, 2024

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Sincerely,
Lillian Tsang, P.E.

Principal Transportation Engineer
Department of Public Works
Cc: Dennis Ng, Transportation and Traffic Manager

This firm represents 4590 Patrick Henry LLC (the “Applicant”) in connection with its application to construct 284 multifamily residential units in a housing development project (the “Project”) at 4590 Patrick Henry Drive (the “Property”) within the Patrick Henry Drive Specific Plan (“PHDSP”) area in Santa Clara (the “City”). On March 22, 2022, to comply with the California Environmental Quality Act (“CEQA”), the City certified the PHDSP Final Environmental Impact Report (FEIR) and approved the PHDSP project. The intent and purpose of the PHDSP FEIR was to provide program-level environmental review for the PHDSP, while allowing for specific development projects that would implement the PHDSP to tier from the FEIR to avoid redundant environmental review, and focusing only on those issues that would be specific to a given project and site location. Thus, the City prepared a “Focused Initial Study” to study the Project’s specific impacts, which the document also describes as an addendum to the FEIR (the “FIS/Addendum”).

The Applicant provides the following comments on the FIS/Addendum, which are divided into two sections. First, we provide documentation regarding the economic and practical infeasibility of Mitigation Measure Bio(C)-1.1, as well as its too-broad scope, and we make a request for the City to amend the mitigation measure and/or work with the Applicant to ensure the Project will maintain its park fee credit. Second, we request minor revisions to the FIS/Addendum.

1. Infeasibility and Too-Broad Scope of Mitigation Measure Bio(C)-1.1 Calabazas Creek is a concrete channel approximately 95 feet west of the Project site boundary.

Under threshold b) of the Biological Resources analysis, the FIS/Addendum explains that in the PHDSP FEIR, the Creek was identified as only “marginally suitable” riparian habitat. Therefore, the FEIR did not address impacts such as shading or encroachment from future projects, which are permitted at up to 12 stories along the Creek. However, Project-specific site visits in August and Tiffany Vien - Associate Planner
May 26, 2024

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September of 2023 detected more significant vegetation along the channel than had been there when the PHDSP FEIR was prepared in 2019.

A 0.14 acre portion of the Project building would encroach within 100 feet of the Creek. This 0.14 acre area is already occupied by concrete with parking spaces in the current condition. Further, the City does not have an applicable Creek buffer policy – rather ,the FIS/Addendum assumes that a 100-foot setback is appropriate to study CEQA impacts, based on San Jose and Santa Clara Valley Habitat Plan policies.1 There is no detailed analysis of whether the Creek needs the same buffer to avoid CEQA impacts, or whether a lesser buffer could be appropriate for CEQA purposes.

The FIS/Addendum concludes that some birds may collide with this portion of the building or may avoid the area. Further, the Project is 86 feet tall to the top of the parapet, and it would shade some riparian habitat during the early morning, but this “shading would not result in a substantial adverse effect on the health of the riparian vegetation.”2 Rather, there will be “ample direct sunlight available to the riparian corridor throughout most of the day,” and none of the habitat would be lost.3 Further, the “existing riparian habitat adjacent to the project is of moderate quality (as opposed to high quality) and is not expected to attract a large number of birds”4 to begin with, making the potential impact on birds from the 0.14 acre encroachment into the 100-foot assumedappropriate buffer area more remote.

Because of the moderate quality of the habitat, the already lowered potential for birds to use the area, and the fact that the Project would not harm the health of the vegetation with its shading effects, the FIS/Addendum concludes that the Project alone would not have a significant impact on riparian habitat, and no mitigation is required for the Project.5 However, the technical report and the FIS/Addendum then conclude that a potentially significant cumulative impact would occur, and that mitigation is necessary.

Mitigation Measure Bio(C)-1.1 requires that the Applicant provide a native habitat area either onsite or elsewhere on the Santa Clara Valley floor, at a minimum ratio of 1:1 to compensate for the entire 0.14 acre area that is within 100 feet of the creek (even though the FIS/Addendum concludes that none of the 0.14 acre within the Creek setback would be lost as habitat, and the vegetation would not be lost). The measure requires that this area be void of non-native trees, shrubs, and vines, as well as hardscape, and that native trees and shrubs be planted that are appropriate for streamside areas in Santa Clara. The area must also be either contiguous with riparian habitat, or separated from it only by a levee. No lighting is allowed within, or shining directly into the area.6 1 FIS/Addendum Appendix C, page 27.
2 FIS/Addendum, page 45.
3 FIS/Addendum Appendix C, page 26.
4 FIS/Addendum, page 46.
5 FIS/Addendum, pages 45-47. 6 FIS/Addendum Mitigation Monitoring and Reporting Program, pages 1-2.

Tiffany Vien - Associate Planner
May 26, 2024

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The Applicant has investigated the offsite mitigation option extensively, and has not located any land that would qualify. There are no mitigation land banks in the Santa Clara Valley. The Applicant also does not control other qualifying land in the Santa Clara Valley, and it is not feasible to convince another private landowner to encumber their land with an ongoing mitigation obligation, particularly with the further limiting factor that the land must be contiguous with riparian habitat, or separated from it only by a levee.

The Applicant has also explored the onsite mitigation option, and discussed it with City staff. The mitigation measure indicates that the portion of the Project site on the western edge of the proposed public park would be sufficient for this purpose, but that in order to qualify, the currently planned “high-human use areas (such as exercise equipment and picnic tables)” would need to be moved to the east, out of the 0.14 acre area.7 For reference, the current design is as follows:

The features of the 0.555 acre park include:
• A lawn area for frisbee, stretching, yoga or quiet enjoyment • Table tennis
• A pedestrian pathway around the park for walking or jogging • Bocce court
• Cornhole games
• Picnic and game tables (for chess etc.) around the lawn and pathways tucked under shade trees
• A musical instrument area designed as an activity that is accessible for "all ages and abilities"
• Shade trees
• Benches
The Applicant has determined that redesigning the park as described in the mitigation measure is feasible from a practical perspective. The active areas could be shifted further east while maintaining all of the park’s above-described features, and the western portion planted as required by the measure. The proposed park would not be open at night, so the no-lighting requirement is likewise not an issue. However, the Parks Department in particular has expressed that if the active elements are moved into the planned “lawn” portion of the park on the eastern side, the lawn would 7 FIS/Addendum Mitigation Monitoring and Reporting Program, pages 2-3.

Tiffany Vien - Associate Planner
May 26, 2024

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likely no longer qualify as such and the Project may therefore lose its fee credit for dedicating the park to the public, either for the 0.14 acre area or for the entire park. The impact of losing park fee credit is as follows:
• Current Park Fee = $8,240,564
• If no credit for 0.14 acre mitigation area = $8,916,764 ($676,200 added) • If no credit for entire 0.555 park = $10,680,956 ($2.44 million added) Because dedicating the park is a requirement of the PHDSP, these costs would not be offset by an ability to reabsorb the park area into the Project, but rather would be additive to the cost of providing a public park. The Applicant would be both paying to provide an on-site public park, and paying a full park fee, in addition to absorbing the loss of the development area taken up by the park. The Project site is also constrained by a turnaround for emergency vehicles, as follows:

Likewise, the Applicant has designed the Project to be as dense as possible given the high cost of construction, and cannot increase the height of the Project to offset any further costs because doing so would move the Project into a different and much costlier construction type. The Project cannot sustain these additional costs in addition to these considerations, and the mitigation measure is therefore both practically infeasible (for the off-site option) and economically infeasible (for the on-site option) as written, unless the City and the Applicant can work further together to maintain the Project’s park fee credit.

In addition to the infeasibility of the mitigation measure, we question whether it is appropriate to conclude that the Project will cause a cumulatively considerable impact, and to require the entire

0.14 acre that is shaded be replaced, with the requirement for no active uses to be present in the mitigation area.

Tiffany Vien - Associate Planner
May 26, 2024

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The biological resource technical report indicates that the cumulative impact rises “due to the link of impacts from past, current, and reasonably foreseeable future projects in the region.”8 However, it is not always appropriate to incorporate the impacts of past projects, which have already altered the environment, already been studied, and already had mitigation applied to them as appropriate.

The condition of Calabazas Creek may be more appropriately understood as an existing environmental condition, which is necessarily already taken account of in the PHDSP FEIR and the Project’s FIS/Addendum, therefore obviating the need for a separate analysis of the effects of past projects. City of Long Beach v. Los Angeles Unified Sch. Dist. (2009) 176 CA4th 889. The impacts of past projects should only be considered to the extent such information is relevant to an understanding of the impacts of the Project considered cumulatively with other pending and future projects, and the discussion “should be guided by the standards of practicality and reasonableness.” Environmental Protection Info Ctr. V. Dept. of Forestry & Fire Protection (2008) 44 C4th 459, 525.

Further, requiring the replacement of the entire 0.14 acre without allowing any active human uses in the area, does not take into account that the Project’s contribution to a regionally cumulative impact is incremental in nature, and that the riparian habitat’s existing condition is only moderate to begin with. Further, the FIS/Addendum concludes that the Project’s shading impact would be extremely limited, and there is still “ample” sunlight during the remainder of the day such that the vegetation will not be damaged and the habitat will maintain its usefulness. Rather than requiring that the entire 0.14 acre be replaced at a 1:1 ratio, the mitigation measure could:
• Require a reduced ratio; and/or
• Allow active uses in the on-site mitigation area, which could be found to “achieve no net loss of habitat functions and values”9 due to the extremely limited impact the Project is having individually and the incremental nature of the Project’s contribution to a regionally cumulative impact, and the already degraded quality of the habit that would be shaded.

For all of the above reasons, the Applicant hereby requests that the City revise Mitigation Measure Bio(C)-1.1 in consultation with the Applicant and the City’s environmental consultant, to ensure that the measure’s scope is appropriate and that the requirements are feasible. With regard to feasibility, the Applicant hereby requests that the City work with the Applicant to revise the proposed public park to meet the Project’s mitigation needs while maintaining park fee credit.

2. Requests for Minor Revisions
In Section 2.4, page 3: The word “eastern” should be replaced with “western.” 8 FIS/Addendum Appendix C, page 29.
9 FIS/Addendum Mitigation Monitoring and Reporting Program, page 3.

Tiffany Vien - Associate Planner
May 26, 2024

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In Section 2.7, page 3: Given that this section indicates it will include all approvals and the relevant “agreements,” we recommend adding the Vesting Tentative Map, the affordable housing regulatory agreement, and the park agreement
Figures 3.04 and 3.0-5: There are more current versions to replace these with, which the Applicant is enclosing if needed. Please check other figures as well.

Section 4.2.2.1, page 21: The technical report in Appendix A indicates that the analysis relies on the 2022 updates, not the May 2017 guidelines. Update as needed to make correct/consistent (and if 2017 guidelines were relied on, explain why 2022 updates were not more appropriate).

Section 4.4.2.2 significance threshold d, pages 61-62: This discussion indicates that the Applicant must contract with an archaeologist/Tamien Nation representative. However, it is not clear that this is required. Rather, FEIR Mitigation Measure 7-2 first requires contact with CHRIS. The Applicant would like to know whether the City’s consultant has contacted CHRIS to determine whether the site is in a sensitive area, which is the only circumstance that requires a subsequent contract with an archeologist/Tamien Nation representative. The discussion on page 61-62 should be clarified to indicate whether the CHRIS contact has occurred, and if not the MMRP should be made more clear about when this must be conducted.

Section 4.9.2.2 significance threshold c, page 126: This analysis indicates that no project would be “approved” until the City determines that sufficient sewer capacity exists. It appears that this should be clarified to indicate that such determination must be made prior to issuance of a building permit, not the land use entitlement, as is indicated earlier in this chapter.

References: Please add the arborist report to the references section.

Thank you for your attention to this matter.

Sincerely,

HOLLAND & KNIGHT LLP
Tamsen Plume
Genna Yarkin
Tiffany Vien - Associate Planner
May 26, 2024

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Zoning Map - 4590 Patrick Henry Drive
This map is a user generated static output from an Internet mapping site and is for reference only. Data layers that appear on this map may or may not be accurate, current, or otherwise reliable.
© City of Santa Clara

0.1 THIS MAP IS NOT TO BE USED FOR NAVIGATION
NAD_1983_2011_StatePlane_California_III_FIPS_0403_Ft_US 0 0.03 0.1 Miles
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PLN23-00290
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Attachment 2: Project Data/Compliance (Multi-Family)
Project Address: 4590 Patrick Henry Drive Project Number: PLN23-00290 Zoning: Urban Village
Standard Existing Proposed Requirement Complies?
(Y/N)
Lot Area (SF) (min): 121,532 97,574 10,000 Y
Lot Area per Dwelling Unit (SF): -- -- -- --
Building Square Footage (SF)
Main Building: 42,821 417,450 -- --
Basement: -- -- -- --
Accessory Building: -- -- 600 SF max --
Porches/Patios: -- -- -- --
Total: 42,821 417,450 -- --
Building Coverage (%)
Building Coverage (All): -- -- None --
Rear Yard Accessory
Building Coverage:
-- -- -- --
Main Building Setbacks (FT)
Front: -- 14 10 min Y
Side (left):
(right):
--
--
43 10
10 min
10 min
Y
Side, Corner: -- -- -- --
Rear: -- 10 10 min Y
Height (FT)
Main building: 24 85 160 max Y
Accessory building: -- -- -- --
Parking:

Is the site AB 2097 eligible?
Off-Street: 95 324 290 Y
Guest: -- 14 14 Y
Class 1 Bicycle: -- 284 95 Y
Class 2 Bicycle: -- 284 19 Y
Landscaping
Open Landscaped Area: -- 26,500 -- --
Landscape Buffer: -- -- -- --
Private recreation space: -- 13,300 N/A --
Common recreation space
(per unit):
-- -- N/A --
Conditions of Architectural Review Approval
PLN23-00290 / 4590 Patrick Henry Drive
Architectural Review for the demolition of the existing 42,821 square-foot industrial building and construction of an eight-story, 284-unit multifamily residential building within the Patrick Henry Drive Specific Plan Area.

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 October 24, 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.
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 2:1 (24-inch box trees) or 4:1 (15-gallon trees). (SCC 12.35.090) P3. Tree Replacement (Alternative Means). Trees permitted by the City for removal shall be replaced at a ratio of 1:1 (36-inch box tree or 48-inch box) or the Applicant shall pay the in-lieu fee (prior to building permit issuance) for the trees cannot be replaced on-site based on the 2:1 tree replacement ratio as determined by the Director of Community Development. (SCC 12.35.090(C)(8))
P4. 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
P5. 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.

P6. 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.

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.

P9. Transportation Demand Management (TDM) Program (Residential Project). The owner or designee shall implement the project TDM program that includes elements to reduce vehicle miles traveled (VMT) by 20 percent with 10% through active TDM measures per the City’s 2022 Climate Action Plan. A final TDM plan shall be submitted to the Director of Community Development or designee prior to Building Permit Final by the Planning Division. The property owner or designee shall monitor the project TDM program and submit an annual report to the Director of Community Development or designee.

Monitoring and reporting requirements may be revised in the future if the minimum reduction is not achieved through the measures and programs initially implemented.

MITIGATION MEASURES
P10. Mitigation Monitoring and Reporting Program. The Mitigation Monitoring and Reporting Program (MMRP), prepared for this project in compliance with the California Environmental Quality Act (CEQA), shall be incorporated by reference as conditions of approval. The applicant shall comply with all specified mitigation measures in the timelines outlined in the project’s MMRP.

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.scvurpppw2k.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/publicworks/environmental-programs/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
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.

COMMUNITY DEVELOPMENT - HOUSING DIVISION
H1. Patrick Henry Specific Plan (Residential Rental Project 10 or More Units. In accordance with the Santa Clara City Code chapter 17.40, this project is subject to the affordable housing requirements and impact fee for the proposed 284 units rental residential development.

The Applicant shall provide not less than fifteen percent (15%) of the units (42.6 units) to affordable households made available at affordable rental prices to households at fifty percent (50%) of Area Median Income (AMI), eighty percent (80%) of AMI and one hundred twenty percent (120%) of AMI. The 15% affordable units shall be split equally between the three affordability levels provided. This means 14.2 units shall be provided at each AMI (50%, 80% and 120%). For the fractional unit of .6, the project may pay an inlieu fee of $112,118.80 or provide a full unit at 50% AMI. Affordable units shall be reasonably dispersed throughout the project and shall on average contain the same number of bedrooms and shall be comparable to the design of the market-rate units in terms of appearance, material and finished quality of the market rate units in the project.

Affordable units shall have the same access to the project amenities and recreational facilities as market-rate units.

Prior to issuance of Building Permits, the Developer shall enter into an Affordable Housing Agreement (AHA) with the City that will determine the affordable rents and apply all terms and covenants guaranteeing the prescribed affordability, to the satisfaction of the Director of Community Development. Satisfaction of the affordable housing obligation shall be memorialized in the AHA and subject to City Council approval. There will be a fee for the AHA preparation in the amount of $5,868 that will be due prior to execution of the AHA.

Additionally, there is an annual monitoring fee per affordable unit in the amount $127.

Please note all fees are based on the current Municipal Fee Schedule in effect at the time the project is approved and must be paid prior to the issuance of the occupancy certificate for the project.

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.

F2. Fire Flow Requirement. Prior to Building Permit Issuance, provide documentation from the City of Santa Clara Water & Sewer Department that the minimum required fire-flow can be met. Fire Department fire-flow will be based on the current California Fire Code.

The most restrictive departments requirement shall apply.

F3. Fire Hydrants. Prior to Building Permit Issuance, building plans shall show the required number, location and distribution of fire hydrants for the buildings will be based on the current California Fire Code, Appendix C as amended. The required number of fire hydrants will be based on the fire-flow before the reduction for fire sprinklers. Both public and private fire hydrants may be required.

F4. Fire Department Access. Prior to Building Permit Issuance, a five-foot all-weather perimeter pathway around the entire perimeter of the buildings to facilitate firefighter access is required to be incorporated into the Building permit submittal.

F5. Fire Department Access. Prior to the issuance of the Building Permit, approval for fire department apparatus access roads is required. Roadways must be provided to comply with all the following requirements:
 Fire apparatus access roadways shall be provided so that the exterior walls of the first story of the buildings are located not more than 150 feet from fire apparatus access as measured by an approved route around the exterior of each building. In addition, aerial apparatus roadways must be located so aerial apparatus will have clear access to the “entire” face/sides of the building. The minimum number of sides is projectspecific and depends on the building configuration, building design, occupancy, and construction type, etc. As part of Building Permit Issuance, an alternative materials, design, and methods of construction and equipment permit application will need to be submitted for review and approval incorporating applicable mitigation measures as determined by the fire department for the lack of compliance. Please note acceptable mitigation methods may have been discussed during the planning stage. Those mitigations are not guaranteed until a formal alternate means permit is submitted concurrently with the Building Plans. Conversely, an acceptable mitigation method may not have been discussed and will be evaluated under an alternate means permit at the building permit stage.
 For underpasses, garages, gates, or anything similar that a Fire apparatus is required to drive under as part of the emergency vehicle access, 16 feet vertical clearance will be required. For all other areas, the “minimum” unobstructed vertical clearance shall not be less than 13 feet 6 inches.
or
 For all other areas, the “minimum” unobstructed vertical clearance shall not be less than 13 feet 6 inches.
 The “minimum” width of aerial roadways for aerial apparatus is 26 feet.  The minimum inside turning radius shall be 30 feet.
 The “minimum” width of roadways for aerial apparatus is 26 feet. Aerial access roadways shall be located a minimum of 15 feet and a maximum of 30 feet from the protected building. This requirement is only applicable when Appendix D of the Fire Code is enforceable.
 Overhead utility and power lines easements shall not be located over fire apparatus access roads or between the aerial fire apparatus roads and the buildings to avoid the possibility of injury and equipment damage from electrical hazards.
 Fire apparatus access roadways shall be all-weather surface(s) designed to support a gross vehicle weight of 75,000-pounds.
 Trees at full development must not exceed 30 feet in height and not impair aerials apparatus operations to sweep opposing sides of a building. Other obstructions such as site lighting, bio-retention, and architectural features are reviewed caseby-case to ensure they do not obstruct aerial and ground ladder access.  Traffic control/calming devices are not permitted on any designated fire access roadway unless approved. A separate Fire Department permit is required for any barrier devices installed alone fire department apparatus access roads.

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.

F6. 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.

F7. Fire Department Access. Prior to the start of construction, roadways and water supplies for fire protection are required to be installed and made serviceable and maintained throughout the course of construction.

F8. 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.

F9. 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.

F10. 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.

F11. Fire Safety During Construction. Prior to Building Permit Issuance, a permit for Construction Safety & Demolition shall be submitted to the fire department for review and approval in compliance with our Construction Safety & Demolition standard.

DURING CONSTRUCTION – PRIOR TO OCCUPANCY
F12. Shared Fire Protection Features that Cross Property Lines. Prior to Building Permit Final, any EVAEs or 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 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 or fire protection equipment.

F13. 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.

Special Conditions for Patrick Henry Specific Plan
F14. Prior to issuance of the Certificate of Occupancy, the Developer shall deposit with the City $2,301,050 for the City’s purchase of a tractor-drawn aerial apparatus in accordance with the Patrick Henry Specific Plan Area Infrastructure Impact Fee Nexus Study and Fire Department requirements (Ordinance No.2046). The City shall then use these funds to procure and purchase the tractor-drawn aerial referenced above so that there is no delay in issuing a Certificate of Occupancy for the Developer’s Project. The Developer is not obligated to directly purchase, procure or acquire the apparatus or associated equipment. This condition will be satisfied once the Developer has paid the $2,301,050 to the City. The Developer shall be eligible to receive a Certificate of Occupancy or any other permit or approval conditioned upon payment. The amount of $2,301,050 is subject to the same annual escalator used for the Patrick Henry Drive Specific Plan Infrastructure Fee. Any reimbursement or credit sought will be communicated to and handled by DPW and follow city established practices and policies.

PARKS & RECREATION DEPARTMENT
PR1. Park Impact Fees. This memo assumes the Project is not a subdivision and the Mitigation Fee Act (MFA) provisions will apply. Although a Vesting Tentative Map was filed, it was filed to create a separate parcel for the proposed public park to be dedicated to the City. The project will generate an estimated 682 residents (2.4 persons/household x 284 units). Based on the MFA standard of 2.6 acres/1000 residents, the amount of public parkland required for this Project to mitigate the impact of the new resident demand is approximately 1.7722-acres. The equivalent fee due in lieu of parkland dedication prior to eligible credits would be $10,680,956.

PR2. Any in-lieu fees imposed under Chapter 17.35 shall be due and payable to the City prior to issuance of a building permit for each dwelling unit.

PR3. Calculations may change if the number of units change and/or if any areas do not conform to the Ordinance and City Code Chapter 17.35.

PR4. Developer to dedicate a public park in fee title to the City to help mitigate the impact of the new resident demand. The park parcel should be free of encumbrances. Per the Patrick Henry Drive Specific Plan (Specific Plan), the land value of the dedicated park may be reduced due to encumbrances and items required in City Code.

PR5. The City acknowledges that for this project, the requirement for 3 of the 8 elements has been met, and the City will agree to accept the turfed play field with an area totaling 6,957 sq. ft.

PR6. Building Permit - Payment of In-Lieu Fees. Developer proposes to dedicate a 0.559- acre (24,370sf) park with the following easements/encumbrances that restrict the uses of the park and affect the value of the land:
a. PG&E easement that is 15-feet wide and totals 2,361sf (0.0542-ac). b. Riparian Mitigation Measure that is approximately 67-feet wide by 91-feet wide on the west side because the developer and its consultant determined they were unable to locate any off-site options - 6,098sf area (0.1400-ac). c. A new joint trench line in the sidewalk.
d. A pad mounted transformer.
e. A switch vault - 144sf.
f. Set back requirements for the transformer and switch vault.

PR7. Due to the location of the residential building, the project requires mitigation. It is the City’s understanding that the developer has been unable to secure mitigation offsite and the City has agreed to accept the mitigation onsite. Given this concession, no additional credit will be provided. The City will accept the easements noted above in the park parcel to meet the requirement of the PHD Specific Plan. In exchange for accepting these restrictions, (1) both the area of the PG&E easement and the area of the riparian mitigation will be deducted from the acreage eligible for parkland credit and (2) the developer will maintain the park parcel for the life of the park at Developer’s sole cost (also outlined in the Specific Plan). Therefore, the area of the dedicated park parcel eligible for park credit is 15,911 sq. ft. (0.3653-acres).

PR8. Building Permit - Payment of In-Lieu Fees. The balance of the fees due in lieu of parkland dedication is $8,916,557.

PR9. The public park design must follow the public input/design review and approval process and meet the Department’s “Park Amenity & Design Standards” and the City standards.

Due to the nature of the changes to the park, the developer will be required to return to the Parks & Recreation Commission (PRC).

PR10. After Council’s review and approval of the park design, Developer shall arrange a premeeting with this department to review next steps and the schedule for design development (DD) and construction documents (CD) plan reviews. Park construction plans will then be submitted through Accela, the City’s Permitting Online Portal, before construction can begin.

PR11. Developer to enter into a Park Improvement Agreement with the City. An updated template will be provided by this Department. The Agreement will require City Council review and approval. Once Council approves the Agreement, it will be recorded with the County of Santa Clara before park construction can begin.

PR12. Developer to enter into a Park Maintenance Agreement with the City to maintain the park for the life of the park per the Specific Plan and in exchange for accepting all easements and riparian mitigation requirements within the park parcel. Should there be a Community Facility District formed for this Specific Plan area, the maintenance responsibilities can be revisited.

PR13. Building Permit - Dwelling Unit Tax. Dwelling Unit Tax. A dwelling unit tax (DUT) is also due based on the number of units and additional bedrooms per City Code Chapter

3.15. The Project mix includes 31 studio units, 160 one-bedroom units, and 93 twobedroom units, for a total DUT of $4,725.

PUBLIC WORKS DEPARTMENT - ENGINEERING
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. Site Clearance. Patrick Henry Drive Specific Plan Public Infrastructure Fee  This Project is subject to the Patrick Henry Drive Specific Plan Public Infrastructure Fee (Infrastructure Fee) which shall be used to fund the construction of Patrick Henry Drive Specific Plan Public Infrastructure (PHD Public Infrastructure). The Infrastructure Fee is to be based on a per new residential unit and new office square footage basis, is subject to annual escalation per the Engineering News Record and is due prior to the issuance of Building Permits.  If PHD Public Infrastructure is constructed, provided, or paid for by the developer, the City will credit the developer for those items when determining the final Infrastructure Fee due. PHD Public Infrastructure improvements are to be included within the Encroachment Permit issued for the Project.
 If the amount of PHD Public Infrastructure is greater than the amount of Infrastructure Fee required for this project, the City and Developer will enter into an agreement for the City to reimburse the developer the difference in cost. This Agreement is subject to approval by the City Council and reimbursement to the developer is also subject to the availability of funds within the Patrick Henry Drive Infrastructure Fee Fund.

E3. Site Clearance. If the developer submits for a Building Permit that causes the total dwelling units to equal or exceed 1,886 dwelling units for the total Building Permit submittals of dwelling units within the entire Patrick Henry Drive Specific Plan area, the developer shall construct the sanitary sewer improvements to move the flow to Great America Parkway via Patrick Henry Drive (including the Great America Parkway upsizing and lowering). The sanitary sewer improvements shall be completed and placed into service prior to developer submitting any request for occupancy.

E4. Easement. Obtain City 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.

E5. 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. Subdivision map shall be recorded prior to building permit issuance.

E6. Design. Developer shall provide the overall design (construction ready drawings) and phasing recommendations of the Patrick Henry Drive Specific Plan area sanitary sewer infrastructure system (including the Great America Parkway upsizing and lowering) improvements prior to building permit issuance. Design and phasing recommendations shall include, but not be limited to, the following:
 Intermediate design submissions at 60%, 90%, and 100% for City review and comment.
 Phasing plan for the build out of the work (include sanitary sewer lateral reconnection for proposed and existing properties).
 Sewer design may result in additional utility relocation and shall be considered during design.
 Layout of all utilities within the PHDSP area will be necessary.

Sanitary sewer design work is eligible for reimbursement up to 15% of the construction value via the Patrick Henry Drive Specific Plan Infrastructure Fee. Developer to meet with the Public Works Department to discuss necessary construction of project specific extents for the sanitary sewer system.

DURING CONSTRUCTION
E7. 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.

E8. 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.

E9. 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.

E10. 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.

E11. Encroachment Permit. Developer to meet with the Public Works Department to discuss necessary design and construction of project specific extents for the sanitary sewer system subject to reimbursement via the Patrick Henry Drive Specific Plan Public Infrastructure Fee.

E12. Encroachment Permit. Developer shall provide a complete storm drain study for the 10- year and 100-year storm events. The grading plans shall include the overland release for the 100-year storm event and any localized flooding areas. System improvements, if needed, will be at developer’s expense.

E13. Encroachment Permit. All storm drain mains and laterals, sanitary sewer mains and laterals shall be outside the drip line of mature trees or 10’ clear of the tree trunk whichever is greater.

E14. Encroachment Permit. Provide root barriers when the drip line of the mature trees covers the sidewalk. Root barriers for sidewalk protection shall be 16' long or extend to drip line of the mature tree, whichever is greater, and be 1.5' deep, and centered on trees. Root barriers for curb and gutter protection shall be 16' long or extend to drip line of the mature tree, whichever is greater, and be 2’ deep, and centered on trees.

E15. Easement. Dedicate required on-site easements for any new public utilities, and/or emergency vehicle access by means of subdivision map or approved instrument at time of development.

E16. Easement. Dedicate sidewalk easements along the project frontage where public sidewalks extend into private property. Sidewalk easements are to be 1’ behind proposed back of walk where there is landscaping behind sidewalk. Sidewalk easement where hardscape is behind sidewalk is to be at back-of-walk. Cold joint is required between public sidewalk and private hardscape.

E17. Agreement. If requested, Developer/property owner shall prepare and submit for City approval a maintenance plan for all sidewalk, curb and gutter, landscaping and irrigation system improvements installed within the public right-of-way prior to encroachment permit issuance. Such plan shall include at a minimum, maintenance requirements for trees and shrubs, in acknowledgement of developer’s/property owner’s obligation under Chapter

12.30 and 17.15.

E18. Agreement. If requested, Developer/property owner shall prepare and submit for City approval a maintenance plan for all public storm water treatment facilities installed within the public right-of-way or public easements prior to encroachment permit issuance.

E19. Encroachment Permit. The half street of Patrick Henry Drive along the project frontage shall be treated with 3” grind and overlay with digouts.

TRAFFIC
DESIGN—PRIOR TO BUILDING PERMIT ISSUANCE
TR1. Design. A transportation impact analysis is not required as the project is covered under the Patrick Henry Specific Plan TIA.

TR2. Design. A VMT analysis is not required as the project is covered under the VMT analysis conducted for the Patrick Henry Specific Plan.

DURING CONSTRUCTION
TR3. Encroachment Permit. Traffic improvements must comply with the City of Santa Clara Standard Specifications for Public Works Construction.

TR1. Encroachment Permit. Project shall comply with all requirements set forth in the Patrick Henry Drive Specific Plan including sidewalk width and bicycle requirements. Frontage along Patrick Henry Drive must include a 20’ continuous pedestrian zone with minimum 7’ walkway and 5’ amenity zone.

TR2. Encroachment Permit. This project triggers improvements at select intersections based on findings per the Patrick Henry Drive Specific Plan TIA. Applicant shall coordinate with the 3000 Patrick Henry Drive applicant for designing and constructing intersection modifications to add a second northbound left-turn lane at the Great America Parkway and Patrick Henry Drive intersection. This improvement also requires re-striping the westbound direction of Patrick Henry Drive between Old Ironsides Drive and Great America Parkway. This improvement is listed as one of the improvements contained within the Patrick Henry Specific Plan Infrastructure Fee that is 100% to be funded by the Specific Plan. This improvement cost shall be applied as a credit towards the PHDSP Infrastructure fees owed by Developer or reimbursed to Developer from Infrastructure proceeds if cost exceeds the Infrastructure fee owed by Developer. The above traffic mitigation improvements shall be completed and placed into service prior to issuance of a certificate of occupancy.

TR3. Encroachment Permit. Improvements within 10 feet of a driveway must be less than 3 feet or greater than 10 feet per City Standard Detail TR-9.

TR4. Encroachment Permit. All proposed driveways shall be constructed per City Standard ST- 8.

TR5. Encroachment Permit. Unused driveways in the public right-of-way shall be replaced with City standard curb, gutter, and sidewalk per City Standard Detail ST-12.

TR6. Encroachment Permit. Upon repaving of Patrick Henry Drive, install two 18-foot travel lanes with 12-foot center turn lane. Remove and transition existing striping outside the paving area to new striping as specified by the Traffic Engineer. Future 8-foot Class IV bike lane, which includes a 3-foot wide buffer zone with bollards, shall be installed with future developments.

TR7. Encroachment Permit. Relocate existing bus stop to south of the proposed signalized intersection of Patrick Henry Drive/New East-West Roadway as shown in the Patrick Henry Drive Specific Plan Figure 4.6.2.1B. Coordinate with VTA, [email protected] for relevant standards and improvements required at the new stop. Copy City Planner in email and submit brief description of project and construction plans.

TR8. Encroachment Permit. Project shall implement any improvements identified by VTA at existing bus stops fronting the project site.

TR9. Building Permit. The location and quantity of Class I and Class II bicycle parking shall be placed in accordance with recommendations set forth in the Patrick Henry Drive Specific Plan Section 4.6.3.4 and Section 5.2.4.5.

TR10. Building Permit. Provide trash pick-up on-site.

TR11. Building Permit. Provide loading/unloading zone on-site.

STREETS DIVISION
Right of Way Landscape

DESIGN/PERFORMANCE PRIOR TO ISSUANCE OF BUILDING PERMIT L1. Tree Preservations Specifications. Include City of Santa Clara Tree Preservation/City Arborist specifications on all improvement plans.

L2. Mature Trees. Identify existing mature trees to be maintained. Prepare a tree protection plans for review and approval by the City prior to any demolition, grading or other earthwork in the vicinity of existing trees on the site.

L3. Tree Replacement. 2:1 tree replacement ratio required for all trees removed from the right-of-way.

DURING CONSTRUCTION OR OPERATION
L4. No Public Root Cutting. No cutting of any part of public, including roots, shall be done without securing prior approval of the City Arborist. Tree trimming/removal shall be done in accordance to the City of Santa Clara Tree Preservation/City Arborist specifications and with direct supervision of a certified arborist (Certification of International Society of Arboriculture).

PRIOR TO FINAL OF BUILDING PERMIT
L5. In Lieu Fee. If 2:1 replacement ratio cannot be met for removal of right of way landscape trees, tree planting fee must be paid prior to building permit final. This fee can be combined with Community Development Tree Removal Replacement -offsite fee with Department coordination.

Solid Waste

DESIGN/PERFORMANCE PRIOR TO ISSUANCE OF BUILDING PERMIT SW1. Post-Construction Solid Waste Generation Estimation and Collection Form. The applicant shall complete and provide the Post-Construction Solid Waste Generation Estimation and Collection Form, which includes the estimation of trash and recycling materials generated from the project. Use the City’s Solid Waste Guidelines for New and Redevelopment Projects as specified by the development type. Contact the Public Works Department at [email protected] or (408) 615-3080 for more information.

SW2. Site Plan. The applicant shall provide a site plan showing all proposed locations of solid waste containers, chutes, compactors, trash enclosures and trash staging areas. The site plan shall show the route or access for trash and recycling collectors (trucks) including vertical clearance, turning radius and street/alley widths. All plans shall comply with the City’s Solid Waste Guidelines. Solid metal roof, gates and a trench drain shall be installed within the trash enclosure and connected to the on-site sewer system.

SW3. 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/.

SW4. 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.

SW5. Exclusive Franchise Hauling Area. This property falls within the City’s exclusive franchise hauling area. 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
SW6. Waste Generation Tracking. Applicant to track all waste generated and upload debris tags to GreenHalo for City staff review.

PRIOR TO FINAL OF BUILDING PERMIT
SW7. 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.

Stormwater

DESIGN/PERFORMANCE PRIOR TO ISSUANCE OF BUILDING PERMIT ST1. Final Stormwater Management Plan. Prior to City’s issuance of Building or Grading Permits, the applicant shall develop a Final Stormwater Management Plan, update the C.3 Data Form, the Special Project Narratives and Worksheet (as appropriate), and an Erosion and Sediment Control Plan.

ST2. 3
rd Party Review of Final Stormwater Management Plan. The Final Stormwater Management Plan and all associated calculations shall be reviewed and certified by a qualified 3rd party consultant from the SCVURPPP List of Qualified Consultants, and a 3rd party review letter (on design) shall be submitted with the Plan.

ST3. Notice of Intent. For project that disturbs a land area of one acre or more, the applicant shall provide a copy of the Notice of Intent (NOI) with WDID number for coverage under the State Construction General Permit. Active projects with NOI will be inspected by the City once per month during the wet season (October – April).

ST4. Best Management Practices. The applicant shall incorporate Best Management Practices (BMPs) into construction plans and incorporate post-construction water runoff measures into project plans. Include the SCVURPPP Countywide Construction BMPs Plan Sheet with the plans. Applicant to add Source control measures with designations from C.3 stormwater handbook, Appendix H.

ST5. C.3 Treatment Facilities Construction Notes. Include the C.3 Treatment Facilities Construction Notes on the Improvement Plans and/or Stormwater Control Plans.

ST6. Decorative & Recreational Water Features. Decorative and recreational water features such as fountains, pools, and ponds shall be designed and constructed to drain to the sanitary sewer system only.

ST7. Interior Floor Drains. Interior floor drains shall be plumbed to the sanitary sewer system and not connected to the City’s storm drain system.

ST8. Trash Enclosure Floor Drains. Floor drains within trash enclosures shall be plumbed to the sanitary sewer system and not connected to the City’s storm drain system.

ST9. Architectural Copper. The use of architectural copper is prohibited.

DURING CONSTRUCTION OR OPERATION
ST10. Biotreatment Soil Media. Applicant shall install biotreatment soil media that meets the minimum specifications as set forth in the SCVURPPP C.3 Stormwater Handbook. If percolation rate test of the biotreatment soil mix is not performed on-site, a certification letter from the supplier verifying that the soil meets the specified mix (the date of such document shall not be older than 3 months).

ST11. Stormwater Control Measure Inspection. At critical construction phases, all stormwater control measures shall be inspected for conformance to approved plans by a qualified 3rd party consultant from the SCVURPPP List of Qualified Consultants.

ST12. Inspections. Permeable Pavement, Media Filter vaults, and Trash Full Capture Devices shall be inspected by a 3rd party reviewer and/or manufacturer representative for conformance with the details and specifications of the approved plans. All new pervious concrete and porous asphalt pavements should have a minimum surface infiltration rate of 100 in./hr. as described in the SCVURPPP C.3 Handbook. A map displaying the number, location and details of full trash capture devices shall be prepared as an attachment to the Operations and Maintenance (O&M) Agreement with the City.

ST13. Stormwater Treatment Facilities. Stormwater treatment facilities must be designed, installed, and maintained to achieve the site design measures throughout their life in accordance to the SCVRUPPP C.3 Stormwater Handbook (Chapter 6 and Appendix C).

ST14. Amendments to Operation & Maintenance Agreement. Any site design measures used to reduce the size of stormwater treatment measures shall not be installed for the project without the written approval from the City, installing the corresponding resizing of other stormwater treatment measures and an amendment of the property’s O&M Agreement.

ST15. Stormwater Pollution Prevention Messaging. Developer shall install an appropriate stormwater pollution prevention message such as “No Dumping – Flows to Bay” on any storm drains located on private property.

ST16. Outdoor Storage Areas. All outdoor equipment and materials storage areas shall be covered and/or bermed, or otherwise designed to limit the potential for runoff to contact pollutants.

PRIOR TO FINAL OF BUILDING PERMIT
ST17. As-Built Drawings. As-Built drawing shall be submitted to the Public Works Department.

ST18. 3
rd Party Concurrence Letter. 3rd Party concurrence letter on the C.3 facilities construction shall be submitted to the Public Works Department. The letter shall be prepared by a 3rd party consultant from the SCVURPPP List of Qualified Consultants. The City reserves the right to review the 3rd party inspection report on the C.3 stormwater facility installation.

ST19. Final C.3 Inspection. Applicant shall schedule and City shall conduct a final C.3 inspection.

ST20. Operation & Maintenance Agreement. The property owner shall enter into an Operation and Maintenance (O&M) Agreement with the City for all installed stormwater treatment measures and full trash capture devices in perpetuity. Applicants should contact Public Works Dept. - Environmental Services at (408) 615-3080 or [email protected] for assistance completing the Agreement. For more information and to download the most recent version of the O&M Agreement, visit the City’s stormwater resources website at http://santaclaraca.gov/stormwater. Inspection of permeable pavement, media filter vaults and full trash capture devices is to be done annually by December 31 of each year.

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.
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 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 single-family 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).

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 “Open-Transition-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.

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. 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.

W2. Recycled Water Design. Each Recycled Water land use (irrigation, dualplumbing, cooling system, industrial processes, etc.) shall have a separate metered service connection to the main. Applicant shall verify separations between all potable/fire lines and recycled water lines, pipe type, pipe depths, equipment types, warning lids, tags and signs.

W3. Potable Water Main. The applicant shall replace the existing 12" AC water main on Patrick Henry Drive with a new 12" DIP pipe water main. The water main replacement shall begin and end at a valve connection and shall extend, at a minimum, the entire length of the property's frontage.

W4. Recycled Water Main. The applicant shall replace the existing recycled water main on Patrick Henry Drive with a 12” DIP water main. The water main replacement shall begin and end at a valve connection and shall extend, at a minimum, the entire length of the property's frontage.

W5. Sanitary Sewer Main. The applicant shall coordinate the onsite and offsite sewer improvements with the PHD Specific Plan sewer study and submit a design for the City’s review. This will require the following:
a. Design of PHD Sewer: The applicant will be required to design the proposed sanitary sewer for the Patrick Henry Drive Specific Plan if the design has not been commissioned at the time of permit submittal. b. Construction of Frontage Improvements: The applicant will install the portion of the proposed sewer main along the frontage property. c. Design of Sewer Lateral: Although, the new sewer lateral for the site shall connect to the existing system until all of the PHD sewer improvements have been installed, the new sewer lateral shall be designed at an elevation that will allow it to connect to the future PHD Sewer main.

W6. 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.

W7. 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.

W8. 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.

W9. 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-ofway to the satisfaction of the Director of Water & Sewer Utilities. Different types of water and recycled water use (domestic, irrigation, 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.

W10. 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.

W11. 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.

W12. 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.

W13. 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).

W14. 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 waterusing plants. High water-using plants and nonfunctional turf are prohibited.

W15. 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.

W16. 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-ofway 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.

W17. 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
W18. 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 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.

W19. Construction Water. This project shall use recycled water for all construction water needs for onsite and offsite construction.

W20. 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
W21. 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.

W22. Conditional Releases. The applicant shall comply with all the requirements of any building permit conditional release requirements.

OPERATIONAL CONDITIONS
W23. 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. The applicant 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
SVP = Silicon Valley Power
W = Water & Sewer Department

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.
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AU.OfPARCEl. 1&.ASSHOW-ll.l'ONlHATCERTAINtu.PDtllll..£0,i>AIIC£l.llAPIIEING"R£SUBOl\tSIONOfPARCELS1,J, 4, , • 9 AN) AREAS A, 9, &O, AS SliO'flN ON PAACEL w.P 3,399 RECORO[O IN 900K 3680f t.lAPS, Af PAGES 38 AN0 37 SANTACI.ARJICOUNTYRECOROS".'IIHICHNAPWASFILEOf"ORRECOROINlHEOFTICEOf lHERECOROEROflHECOUNT'fOF" So\ltTA Cl.ARA, STAlEOF"CAUF"ORNIA. ON DECEMBER 29, 1970 IN BOOK JMOF" MAPS. AT PAGES 4. 5. 4590PATRICl(HENRYORIVE
SANTACI.ARA.CA9~

11.&SSfSSl'.'BSP&Rf1JNO
PAACEL 111: 104-04-123

GRAPHIC SCALE
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Drawing Number.
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PATRICK HENRY DRIVE
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APN: 104-04-121
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4590 PAlRICK HENRY ORI\IE

ONE STOOY BUILDING

39.0'± BUILDING HEIGHT
42,851 ± SO.FT.
(EXlERIOO DIMENSIONS)

I LEGEND
------ PROPERTYLIHE ------ (£) S\f'&DKYLINE
BUII.DIHGLINE -SD --SD - (£) STa!MOR#JHLINE
---- --- CENTERLIHE SS SS {E) SANITARY SEYIER LINE
--- - -- CCIHCRElC/El.OCK/RCTAN'fG WAI.I. - W --W - (£) DOIIESTIC WAlER UIE - RW -- RW - (E) RECYQ£D WATER LIHE
CCIHCRElCOJRBa.QJTTER -G--G- (£) GAS LINE
----------- - T --T - (£) 1El£ca.l LINE
------ BUII.DIHGSETBACK LINE -E--E- (£) EL.ECTRICALCONOUIT -------i(--- FENCE LINE ====== (£) JONT TRENQi
- - - - - - MONUIIIOIT/YOUNUMENT UNE

I SYMBOLS & ABBREVIATIONS
""'"""' ,., .....
~11CNPW.80X
"'*"" ...... ,
""""'"""" """"""""' flREOEPMTWEHTC<NNEC!ION
.. """""""'"""' ,,,. .,
flOWUNE
"''""' GASYM.\IE
"""""" -"""""
,., = •
s i :!. •
"" :rTAGf
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I EXISTING CONDITIONS NOTES
""""'-""'
I, ALL DISTANCES SHO._. HERON ARE IN FEET ANO DCOMALS THEREOF. .......

STOAMDRMNQ.ENICIUT
SlCAilDRMNMNffl.E
...
""'"""""""" SNITNl'ISEIERfllNKl.E
SlREETUGHT
......
... ., ...

TIE(SIZE.S'IEM.TIK) ::fif(SZE)

2. APN:104-04-123 J.THISSURYEYWASPREPAREDFRQIIINFORMATIONFURNISHEDINAPREUMINARYTlll.EREPCIRT,PMPAREDBYFll'STAWERICANTlll.E REPORT.PREPARE08YFIRSTAWERICANT1ll.EINSURANCECOIIPANYUPOATEOASOF'DCCOIEIER17,2011l.OROERNUM8ER NCS-87822-SC. FIJRNISHEO TO KEIR a, 'IIRIOHT OYII. ENGINEERS a,~. INC 8Y WALNUT HI.I. CAPITAL LLC ON DCCEME8ER Ill, 2011l. NO LIAflUTYIS ASSUMED F'OR MATTERS OR RECORD NOT STATEO IN SAID REPORT THAT MAY N'FECT THE 1111..E LINES, OR EXCEP'IICINS.OREASEMENTSOF'THEPROPERTY.

4.~lHEBEARINGOf'NORTH00"00'.)4"\IIESTTAKENCINTHECENTERLINEOf'PATRla<HENRYORl\'EASSHOWNON ~~?..l.:tT~CEI.ASM~E'ffi:s'~~~~~tllaJ:~ IN BOO< 388 Of' MAPS AT PACES 4 a, 5. SANTA Ct.ARA

5. PHY9CAl. 11EMSSHO'IIMONfHISStMVEYARE LilolTEOTOTHOSE l1EMSVl9BL.EASOf'THEOA1EOF'THISSUR\'EY.SUBSURrACE STRUCTURCS, IF Nfr, AA£. NOT SHO'M<I. SAID SUBSURFACE 08..ECTS MAY INCUJ[)(, BUT ARE NOT LIMlltO TO. CONCRETE FOUNOA'IIONS, ~~~N:=~~'";.~~.UTUTY YAU..TS. PIPING, UNllERGROUNO TANKS. ANO ANY OTHER SUBSURFACE STRUCT\.AES NOT

6. ALLDISTANCESANOOIWENSIONSARESHQ'M,IINFEETANOOECIWALSTHEREOf.

7. OA1ESOf'FIELOSlJR\'EY:JAHUARY2021

8. THE BENOMARK USED FOR THIS SlJR'-£Y IS A SANTA a.ARA DIS'IRICT BENCHMARK, 11N 0-5. DESCRIIED AS A it" BR~ g:,sa<p~~~~~ PKWY a, PATRla< HENRY OR, QilSEl.ED SQUARE CIN NOSE Of' 1st.ANO ON GREAT AlilERICA PKWY, SOUTH SIDE EI..EV•18.82FEET(NAW880AM,,j)
REAL PROPERTY IN THE aTY Of' SANTA a.ARA. COUNTY OF' SANTA CLARA, STA1E or CALIFORNIA, DESCRIBED AS FOLLOWS, II. ALLOF'PARCEI.Ul,ASSHO'IINUPONTHATCERT#JN WAPENTITLEO,"PARCELMAPBEING A RESIJBOIVISIONOFPARCEI.S 1,l.4,5a,ll ANO AREAS A, B, I: 0, AS SHOlllN ON PARCEL YAP 3.5lllil RECORDED IN BOOK 368 Of' WAPS, AT PAGES J6 ANO 37 SANTA CLARA OOUNTY RECORDS", 'tllHICH MAP WAS FILED FOR RECORD IN 1HE OFF'ICE Of' THERECOROER Of' THE OCUITY OF' SANTA Ct.ARA, STA1E Of' CALIFORNIA, CIN DECEMBER 21l, 11l7! IN BOOK 388 OF' MAPS, AT PAGES 4 a, 5. """"""'--'

12.THISPI..ANISNOTIN1ENDEDASACOMPL£lECATALOGOf'ALLEXISTINGS1ROCTURESANOUT1UT1ES.THISPI..ANIN1ENDSTOlllsa.oSE GENERAL INrtlRMAllON KNOWN BY lHE ENGINEER ANO TO SHOW THE Llr,UTS Of' THE AREA WHERE l'IORk 'Ml.I. BE PERFORMED.

13. IT IS THE INlEN'IION OF' Of' THESE Pl.ANS TO REIIO'o'C OR ABANDON ALL EXISTING UTUTIES ANO IWPRO\OIENTS TO ALLOW CONSTRUC'IIONOF'THEPROPOSCDIMPR0',£1,tEN'fS.'MIEntERNllCATEOONTHESEPLANSORNOT.

14. ALL UNDERGROUND UTIUTIES LINES ANO APPURlENANCES SERVING THE ElOS11NG BULOINGS ARE TO BEREIIO'vm OR ABANDONED IN ACCOROANCE'MTHTHECITYOF'SANTACt.ARASTANOAROSANO/ORTHEGEOTECHNICALREPORT,UNL.£SSOTHERlillSENOTEO.

GRAPHIC SCALE
1'-1 - 20 20 40

PATRICK HENRY DRIVE
4590 PATRICK HENRY DRIVE, SANTA CLARA, CA 95054 03.05.2024 BKF JOB NO. 20200736 BARarchitects COPYR I GHT€)2022BAR,:,rehlteeta
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.14 AC
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PARCEL 1

2.2352 AC
97,367 SF
,I,-
PARCEL 2
(DEDICATED TO THE CITY)

0.5595 AC
24,370 SF
------l"~'59'26"E 376.87
PARCEL 15
APN: 104-04-124
(386 4-5)
TT TT
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TT TT TT TT TT
!LEGEND
---- - --- - --- - --- - --- ADJACENTPROPERTYUHE
(H)VERTICALCURB (H)\'ERTICALCURBANOGUTTER
----------------- EXISTINGEASEMENT UIE
__j
....................................................... . O.R. ""'"" omaAL RECORD
PG&E PAOFICGASa:ELECTRIC

COWPANY
~11£~?~~ LSSHEETSFOROETAILS) ~11£ci!.~~~~

LS SHEETS FOR DETAILS)
ORl\€WAYWi!BIUTYa..EARAHCE
""'
UHDERGROUNOEl.£CTRICAL
. "'"""' ..,, 1111,,t WATERMEIER

1. AU.HEWDRIYEWATSALONGTHE PROPERTYWIU.COl,FLY IMTHTHEOTYSORl\-£WAYANONTERSECT10Nw.i!ON1RIANGl..E ~=~:o :OS~~=~~ ~G.,,,~~ ORI\O'S SOil 1RIANGl..E H

2. SEE THE~STtlGTDITATI~PARCEI.MAP, SHEETTM- 1, fORAl..l.PARCEl.UHE5.

3. SEETHEVESTINGTDITATl~PARCEI.MAP,SHEETTM-1. rORM.LPROPOSED£ASD.£NT1Nr ORMAflON.

GRAPHIC SCALE
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4590 PATRICK HENRY DRIVE, SANTA CLARA, CA 95054 03.05.2024 BKF JOB NO. 20200736 BARarchitects COPYR I GHT€)2022 BAR,:,rehlteeta
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4590 PATRICK HENRY DRIVE
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..... ·········
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TT TT TT TT TT

I LEGEND
----------------- GRMlE BRENC (GB)
""""-
PROPOSCDn.EVATION
Ff 3tO PROPOSED FINISH FLOOR n.EVATION

I ABBREVIATIONS
SOCO SlORMORAINa..EAlfOUT
SllMlt SlORMORAINMANHOl..E SSIIH SANITARYSEWERMAlffJI..E .

TC TOPOf'CUR8
..,,

I PRELIMINARY GRADING PLAN NOTES

1. UNUSED DRIVEWAYS IN THE F't.B.IC RIGHT- OF- WAY SHAU. BEREPLACEO 'MTH QTY STANDARD CURB, OUTTER, ANOSIDEWAlX.

2.0AIIAOECUR8.GUTitR.ANOSCIEWALKNTHINTHE PU8UCRIGHT- 0F- WAYM.ONGTiiE PROPERTY'SrRONTAGE SHAU.BEREPAIREO ~J?~~~.:rn::~~r.t=~~1!11~fE~~~~:l~~EH~~~~1rTS Of"
J. AU. NEW ORl'£WAYS M.ONG THE PROPERTY NLL COMPLY NTH THE art's ORl',£WAY ANO INlERSECTION VISION TRIANGLE :i%.~.!;O =-SE=c;!~\-£RTO :~ ~-:~:E ORl\-£R'S SIGHT TRIANGLE NEAi

GRAPHIC SCALE
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PATRICK HENRY DRIVE
4590 PATRICK HENRY DRIVE, SANTA CLARA, CA 95054 03.05.2024 BKF JOB NO. 20200736 BARarchitects COPYRIGHT€)2022BAR,:,rehlt.eta
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S'IIITOiVAULTTOBE
REI..OCATEDPERCOOROIHAllON
.,. ""
---'
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____ ,
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INv12·(ouT-SE)1.1:1:. \ BE,USEO, FOR \ TOBE' usm~ \ """" ', ,/I""\"°" '!""."""1\ ..

I LEGEND

STORM DRAIN UNE ('TREATED)
-- - - r-- - - STORMDRAIMUNE(UNTREAlEO)
•
liil
-
-SS --SS --SS - $AHITARYSEYIUUNE

IRRIGATION WATER UNE
NEW JOINT TRENQ-1 UIE
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REOUctOPRESSUREOETECfat»l)WATERMElERASStNBLY REOUctOPRESSUREDETECroRASSEMBLY (N)'MIARFFH:H'ltlRANT

I ABBREVIATIONS I PRELIMINARY UTILITY PLAN NOTES
MINIMUM Ull.lTY a.EA.RANCE REOUIREMENTS PER QTY OF SANTA a.ARA:
""" S0CO f
1, A MINIMUM 12" OF ...aTICAJ..a.EARANCE AT WATER CROSSING 1111TH OTHER Ul1Uf£S. ANO ALL REOUllEO MINIMUM HORIZONTAL Cl£ARANCES FROM WAlER SERVICES: 10' FROM SANITARY SEv.£R UTILITIES, 10' FROM RECYCl.£0 WATER UTIUT£S, 6' FROM STORM DRAIN UTIUT£S. s· FROM FIRE »I) OTHER WATER UTIUTJES. l' FROM ABANDONED WATER SCR'v1CCS. s· FROM GAS ANO El.£CTRIC UTILITIES, ANO S'FROMTHEEOGEOf"THEPROPOSEDOREXISlltfGORl'-£WAY,

2. FOR SANITARY SE'IIIER. WAlER, ANO RECYCLED WAlER Ull.lTIES. A MINUJU OF 10' fROII OCISTtlG ANO PROPOSED TREES IS REOUIREO. IF TREE ROOT BARRIERS ARE t/STALL£D, a.EA.RANCE FROM TREES REDUCES TO S' l. FORD..ECTRICALEQt#'MENT:
a.TEN(IO)FOOTMINIMUMa..EARANCEISREOUllEOINFRONTOFECIUFMENTACCESSDOORS.(UG1000Sl£ET11) b, Fl',£ (5) FOOT MINIMUM a..EARANCE FROM PM> IS REOUIREO ON SIDES 'IIITHOUT EQUIPMENT ACCESS DOORS. (IJG1000 SHEET 11) c. EIGH'IEEN (16) FOOT MINIMUM '1110TH, SHAU. BE PROW)[[) ANO MAINTAfE> ON ONE SIOE OF THE EOUFMENT PM> TO ALLOW AN D..ECTRIC DEPT. L.M: 1RUCI< TO ORNE UP NEXT TO THE PAO FOR lfSTAU.ATION ANO M~NTENANCE OF EQUIPMENT. (UG1000 SHEET 11),
d.eARR1ERPIPESARERECUIREOONLYONSIOESACCES$1eLETO',Q11Q,£S.(UG1000$HEET12) . ._THIRTY{lO)INCHESFROMSIOEOFEOUIPMENTSIDES..
f. ~~~ir<s~~=~~OF~~~REMOVAl!l.E.

4. FORD..ECTRICALCONOUTS:
o. FIVE (5) fOOT M ... UM l.C»IGITUDINAJ.. a.EA.RANCE BETIIIEEN NEW CONDUITS OR PIPING SYS1EllS (OPEN TRENCH INSTALLATION) ANO ANYEXISTINGORPRCl'OSEOS\f>CONOUITSYSTEM. THISISFORLONGl1UoatAL(UG1250SHEETS) b,T'II0.'<£(12) 1NCH MI-IJM\o£RTICAI. a.EA.RANCE BEl'll(EN NEWCONOUIT/PIPESINSTAI..LD)PERPENOl<n..AR TOEXISTNGS\f> CONOUITSFCftOPENTRENCHINSTAU.ATIONS..{IJG1000SHEETJ6.IJG1250St£ET6) c. THREE (l) fOOT SIX (6) INCHES Q.EARANCE IS RE0Ul!EO FROM POLES fOR OPEN TRENCH INSTAU.ATION. EXCEPTIONS ARE FCft RISERCONOUIT.(UG12~SHEET7)
d. THREE (l) FOOT MINIMUM a..EARANCE. IS REQUIRED BETIIIE[N SIGN POSTS, BARRIER PIPD OR BOU.ARDS, F'ENCE POSTS. ANO OTHER S1riHI..ARS1RUCTURES.(UG12SOSHEET10).
e. Fl'<£ (5) FOOT MINIMUM FROM NEW SPI.JCE IIO)l;ES.. PUU. 90;,cES, MANHOLES, VAil.TS, OR SIMILAR SUBSURFACE FACl.lTIES. (UG1000 Sl£ET8)
f. FIVE (:I) FOOT MINIMUM a.EA.RANCE FROM WAU.S, FOOTINGS, RETMNING WM.I., LANDSCAPE PLANlER, TREE ROOT eARRIER OR OTHER SleSURf'ACE WALLOR STRucnJRE. {UG1250 SHEET9), 9· ~VE El~J~Jl:M~~ 1':::~:~~~ '!~=~1:1t~Uc~·10 H1:"~T.BI.OC1C EXTENDS s· FOOT :I. FORELECTRICALVAULTS/MAHHOLES:
a.TEN(10)fOOT MINIMUMCL£ARANCEISREOUllEOBET'/£ENM>JACENTVAULTSORMANHOLES. b.FIVE(S)FOOTMINIMUMa..EARANCEISREQUIREOBE~AllJACENTCONDUITS. c.Mt/lMUMJe• FROMfACEOFCURB,OR8UJ..AROS REOUIREO. ;..E =~OI:,.~~ WAlER M~N: ALL ElCISTING LAlERAJ.. CONNECTIONS OESIGNATU> TO REM~N SHALL BE RECONNECTED TO

7. ALLON-Sil[ STORMORMNH.ETSSHAl..l.HA',,£ TRASH CAP1UREOE\1CESINSTALL£D.

8. ALL NEW SS LAlERAJ..S 'IIILL BC DESIGNED TO ACCOMMOOAlC THE FUTURE SS WAIN IMPROVEMENTS AS SHO'tllN IN THE WOODARD ANO CURRANPIIJSPSE'flERSTUOY.

GRAPHIC SCALE
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PATRICK HENRY DRIVE
4590 PATRICK HENRY DRIVE, SANTA CLARA, CA 95054 03.05.2024 BKF JOB NO. 20200736 BARarchitects C0PYRIGHT€)2022BAR,:,rehlteeta
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9.2' PARKING DRI\IEAISU:
(N) SW (E.V.A.[)
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HCIRl20NTALSCAI..E:1"•20'
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12• STORM MAIN
(N)lO"SI.NITARYS['ll[RI.INE
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, (t)T(W') (ASSUIEDOEPTH-W')
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(E)l2°A.CWINV10.i5.:I: (E)JJ"Ra:>SD (E)12°YCPSS (ASSUU[l)OEPTH-W') INVJ.ti INV6.5:I:
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PATRICK HENRY DRIVE
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APN: 104-04-124
(386 4-5)
..
---

I I LEGEND
ORAIH,-OEMANMDIENTBOUNOARYL.H
S'IORUORAIHUNE{TREATED)
-so-sorso-so- SlORUORAINUNE{UNTRCATED)
•
@
•
...,
==~AREA/FLOWlHROOCH
OIRECflON Of'F'LOW
SlORUORAINBUBILER

STORUORAINOVERF'LOWORAIN
STORUORAINC\TOIBASIN

ISTORMWATER MANAGEMENT NOTES
"""-

1. ~ci~ ALL STORMWATER TREATMENT CONTROL MEASURE CALCUI.ATIONS TABLES. STORMWA'IER DETAILS, ANO

2. ALLON-SITES'IORUORAININl£TSSHAU.BEMARkEO"NOOUMPING-FLOWSTOBAY".

3. STORM DRAIN H.ETS SHM..L INCLUDE Af>PR()',£1) TRASH C\PlURC 0E°'ICES.

GRAPHIC SCALE
20 i---.--0 20 I 40
MANAGEMENli

PATRICK HENRY DRIVE
4590 PATRICK HENRY DRIVE, SANTA CLARA, CA 95054 03.05.2024 BKF JOB NO. 20200736 BARarchitects COPYRIGHT€)2022BAR,:,rehlteeta

TREATMENT CONTROL SUMMARY TABLE
,,,,~ """""' '""""'"' EFFECTNE .,.., 1REATMENT 1REATMENT ""'""" """"'" --• '""""""' REQUIRED ~"""" ""''"' ""''"' AREA(Sf") AREA(SF)' ,,_ '"' ""' ., ... ,,, '"" .,,. 7,429 ,.,., .,. .. ,._, '"' .. ($"~DING) ""'-''"
.,,, 2,997 ""
.,. .. '·"' 1,614 .... ... , Fl.OW. """""
24,93B '·"' 19,841 19,J24
1,162
"" 2,914 ""
.... J.424 FLOWTHROUGH ''-""''
21,419 "'-'" 20.~1 FLOWTHROUGH ''-"""'
"'" ""' ,, .. ,,. ., .. ., ..
'·"' '·"' ·"' .,. .. l'LOW lHROUGH a.ow• "'""' """""
'·"" 6,792 ...., .,. .. FLOWlHROUGH a.ow• '"""' """""
•-= 4,07J '·"" FLOWlHROUGH '"""'
19,$33 1,9$3 11.m 11,n, Fl.OW .,. STORMORAIN SOMr-1 0,11 WEOIAF1LTER4 ,.n, ,,.264 .... '·"' 4,993 ,,.264
.... . ... ., .. ,, .. ,,. •-= ,,. ., .. 1REATMEMT3

MEDIA FILTER SUMMARY TABLE
TREATMENT .,.., """"' OESIGHINTENSITY ORAIHAOE DESIGN l'LOWO OMA-I COEFF1aENT ""' WrfHOOI (C) l(IH/liR) AREA(AC) '"'' Fl.OW G.90 .,, Fl.OW'' .,.
"""'

1. EF'F'ECTl'o'E IMPERVIOUS AREA IS THE SUW OF Al.I. IWPERVIOUS AREA PUJS 10!!: OF M PEJMOUS AREA. : :::l[m:= :T:= :s;A::..P«L=7== =;.:s;::P) CAT018ASININ THISDIIA,STORMWA1ERTREATMENTOFlHISOf'FSl1EDMAISNOTFEASIBLE.DMA-12'MU.TREATAN ~~iJ6gl :E2f =:R~~~fJi.lf«).£.CT'S FRONTAGE IN-UEU OF THIS J.986 Sf" OF AREA THAT IS

4. PEFIWRPPROV.SIONC.J.-.DWAl2'MU.TREAT9,SOOSF"OFOFF'Sl1EAREANOTALONGTHEPROJECTFRONTAGEIN-LEUOF' THEJ.986Sf"INDMA14lHATISINrEASIBL£ TOTREAT. '- ::, ~fs,:, g:Al~~A-4 DOES NOT INO..UOE THE POOL/SPA AREA AS THOSE AMEN1n£S ORAtl TO THE SANITARY SEWER

6. THE TOTAL AREA Of DMA-5 DOCS NOT INruJOE THE 1n Sf' (TOTAL) OF now-THROUGH PI..ANTERS THAT ARE I.OCAlEO ON OFeg~A~i".!.:1~~ = dJ. Sf OF FLOW-TI«OOGH PI..ANlER I.OCAlEO ON n-1: POOIUM lE',,n THAT Of DMA-10 Al.SO INruJDES lHE 259 SF' OF now-THROUGH PI..ANlER I.OCAlEO ON THE POOIUW 1.£\n THAT Of DWA-11 Al.SO NCUJ0ES lHE 2S9 Sf Of FLOW-lHROUGH PLANTER LOCATED ON M POOIJU L£'o'El... THAT it=M~iA ~=--=~~A~~1=CTCAR~~u.~u~~~~°,.'f D.n as)
a..E-a/YAO.IUMINGFORDCIIRIS.INQ.lJDINOREOUL.ARWAIN'IENANCESOIEDUUNGCNJIIINQMRAtlYSEASON.

12. OE\£1..0PER SHAil. INSTAil. NtY APPROPRIA'IE STORMWATER POL.LUTION PREVENTION MESSAGE SUCH AS "NO DUMPING - FLOWS TOBAY°ONNtYSTORMDRAINSLOCAlEOONPRIVAlEPROPERTY.

Sf'FJMI PBOrfGJ HCIH!O IBEeJMENI BfP'IGDON GBfDIJS
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I , LOCATIONCREOIT: 100SOFSl1EISLOCATEO'MlHIHAPOA
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4. WEDIAflLTERSIZING ANDSPEQflCATIONSISSIJBJECTTOFINALARCHllECTURALBUIL.OING IXSIGN. WECNA Fll.lERS 'MU. BE WASHNGTON G.U.L.O. AND T.A.P.t. CERTIFO UNITS .

SQIJN PltJBQ Mf!S!JBES

1. TRASHEHClOSURES'IIIJ.BEROOFmANDINTERNAI.TOTHEBUILDING.

2. INTERNAI.GARAGEORAtlSTOBEPWWBEDTOSE'IIERU.lERAI..S.

J. "NODUWPING-F1.0WST08AY°MARKINGTOBEPROV.OEDONAIJ.STORWDRAININL£TS.

4. RE(;l.11.AR INSPECTION OF STORM ORAN F'ACIUTIES.

CITY OF SANTA CLARA
C.3 lREATMENT FACILITIES CONSlRUCllON NOTES
URBAN l!IJNCFF POLWTION PRE'o£NTION PROGRAM (SCWRPPP) WEBSl'IE AT WWf/,SC'MIPPP-W21<.COM/CONSIJLTNIITS..J,JSTS.SHTML

2. SOILS IN THE BIORElENTION F'ACIUTES SHOULD MEET THE Bl01REATMENT SOL WIX (BSM) SPEQFICATICINS PER SCWRPPP C.J SlORMWATER HANDeODK. APPENDIX C. A MINUJW PEFICQLOATION l!EA'IE OF 5 INCHES/HOUR AND A MAlOWUW PERCOl.ATION RA'IE Of 10 IN0£S/li0UR ARE REQUIRED (INITIAL INFL'IRATION RAlE MAY EXCEED THIS TO AU.OW FOR TDIDENCYOF N1L1RA1ION RA'IE TO REDUCE O',£R TIWE). PLANTING SOIL U.'TER SHOUlD BE AT LEAST 161NCHES0£EP.cc»ITRACfCIRTOSIJBMITMA'IERIALCERTIF1CATESSIQ<IEDBYTHEWA1ERIALPROOOCER,CERTIF'YING THAT SOl. COMPLIES '111TH, OR EXCEEDS, SPEOflEO REQUIREMENTS 'IIITHN 6 WONTHS.

J.PERWEABL£DRAINROCKSHAIJ.BEQ.ASS2PERMROCKPERCAI.TRANSSTANDAROSECTION68-1,025.M MATERIAL SHAil. BE WASHED AND FREE fROW Q.AY OR ORGANIC MAlERlAI...

4.PEFlrORAlEOPIPE:SHAIJ.BESOLVENTWELDPVCSDR3'(0RAPPRO-.mEOUAL)"MTHPEAf'ORATIONF'ACEDD0¥1N.

I.OCATIONOF'THEP1PEVARIES,SEEPI..AN.
'- INSTM.LATIONOFPOROUSPAYEWENTAND/ORVAULTSSHAIJ.BEDONEPERSTANDAROOETAl.SNtD SPtaflCAllONS. lHIRO-PARTY ROIEI/ER OR VENDOR SHAil. INSPECT THE POROUS PA','[l,IENT AND/OR VAIJI..TS ~~Jgi&:,~~.fXSSARY, PERF'ORMING PERCOl.ATION TEST) NIID SUBMIT THEIR CONCURRENCE LETTER

6. INSTM.LATION OF INTERCEPTOR TREES AS A TREATMENT CONTROL WEASURE SH...U. BE INSPECTED TO 'o'ERIFY THE ACCURACY OF LOCATION, SPEaES AND NUWBER Of THE INlERCEPTOR TREES.

7. ~f~~~NTER~ETRATIONS, RADIAi. CUT lHE LINER FOR PF'£. WASTIC AND SEAL '111TH PIPE a.AMP TO INSURE 6. SEE LANOSC>PE PVHS NtO SPEQFICATIONS rOR PLANTING MATERIALS 'MTHIN BIORETDITION rACIUTIES. """'
illll2ILilDI
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1. FOR TREATMENT SOIL SPECIACATIOH, SEE APPENDIX C IN SCVURPPP C3 STORMWATER HANDSOOK.
2, SACKFIU SIORETENTION ONLY WITH PERMEABLE PLANTING MATERIAL AHO ORAIN ROCK AS SPECIAEO IN THIS OETAIL. ABSOLUTELY HO NATIVE MATERIAL SHAU. SE USEO FOft 8ACICFIU. CONTRACTOR MUST COOftDINATE WITH CIVIL ENGINEER PftlOft TO CONSTRUCTION.

3. RESULT FROM A PERCOLATION RATE SHALL SE GREATER THAN 5.0 IH/HR AND LESS THAN 10.0 IH/HR,
4, ORAIN RDCI< TO BE CLASS 2 PERMEABLE MATERIAL PER CALTRAMS STAHDARO SPECIFICATIONS. SECTION 68-2.02f.

BIORETENTION BASt.l DET AL

NOT TO SCALE

PATRICK HENRY DRIVE
4590 PATRICK HENRY DRIVE, SANTA CLARA, CA 95054 03.05.2024 BKF JOB NO. 20200736 BARarchitects Construction Best Management Practices (BMPs)
Construction projects are required to implement year-round stormwater BMPs.

Non-Hazardous Materials Berm and cover stockpiles of sand, dirt or other construction material with tarps when rain is forecast or when they are not in use. Use (but don’t overuse) reclaimed water for dust control. Ensure dust control water doesn’t leave site or discharge to storm drains.

Hazardous Materials Label all hazardous materials and hazardous wastes (such as pesticides, paints, thinners, solvents, fuel, oil, and antifreeze) in accordance with City, County, State and Federal regulations. Store hazardous materials and wastes in water tight containers, store in appropriate secondary containment, and cover them at the end of every work day or during wet weather or when rain is forecast. Follow manufacturer’s application instructions for hazardous materials and do not use more than necessary. Do not apply chemicals outdoors when rain is forecast within 24 hours. Arrange for appropriate disposal of all hazardous wastes.Waste Management Cover and maintain dumpsters. Check frequently for leaks. Place dumpsters under roofs or cover with tarps or plastic sheeting secured around the outside of the dumpster. A plastic liner is recommended to prevent leaks. Never clean out a dumpster by hosing it down on the construction site. Place portable toilets away from storm drains. Make sure they are in good working order. Check frequently for leaks.
Dispose of all wastes and demolition debris properly. Recycle materials and wastes that can be recycled, including solvents, waterbased paints, vehicle fluids, broken asphalt and concrete, wood, and cleared vegetation. Dispose of liquid residues from paints, thinners, solvents, glues, and cleaning fluids as hazardous waste.
Keep site free of litter (e.g. lunch items, cigarette butts). Prevent litter from uncovered loads by covering loads that are being transported to and from site.

Construction Entrances and Perimeter Establish and maintain effective perimeter controls and stabilize all construction entrances and exits to sufficiently control erosion and sediment discharges from site and tracking off site.
Sweep or vacuum any street tracking immediately and secure sediment source to prevent further tracking. Never hose down streets to clean up tracking.

Materials & Waste Management Equipment Management &
Spill Control
Maintenance and Parking Designate an area of the construction site, well away from streams or storm drain inlets and fitted with appropriate BMPs, for auto and equipment parking, and storage. Perform major maintenance, repair jobs, and vehicle
and equipment washing off site.
If refueling or vehicle maintenance must be done
onsite, work in a bermed area away from storm drains and over a drip pan or drop cloths big enough to collect fluids. Recycle or dispose of fluids as hazardous waste. If vehicle or equipment cleaning must be done onsite, clean with water only in a bermed area that will not allow rinse water to run into gutters, streets, storm drains, or surface waters. Do not clean vehicle or equipment onsite using soaps, solvents, degreasers, or steam cleaning equipment, and do not use diesel oil to lubricate equipment or parts onsite.

Spill Prevention and Control Keep spill cleanup materials (e.g., rags, absorbents and cat litter) available at the construction site at all times. Maintain all vehicles and heavy equipment. Inspect
frequently for and repair leaks. Use drip pans to catch leaks until repairs are made. Clean up leaks, drips and other spills immediately and dispose of cleanup materials properly.
Use dry cleanup methods whenever possible
(absorbent materials, cat litter and/or rags).
Sweep up spilled dry materials immediately. Never
attempt to “wash them away” with water, or bury them.
Clean up spills on dirt areas by digging up and
properly disposing of contaminated soil.
Report significant spills to the appropriate local spill response agencies immediately. If the spill poses a significant hazrd to human health and safety, property or the environment, you must report it to the State Office of Emergency Services. (800) 852-7550 (24 hours).

Earthmoving
Grading and Earthwork
Schedule grading and excavation work
during dry weather.
Stabilize all denuded areas, install and
maintain temporary erosion controls (such as erosion control fabric or bonded fiber matrix) until vegetation is established. Remove existing vegetation only when
absolutely necessary, plant temporary vegetation for erosion control on slopes or where construction is not immediately planned. Prevent sediment from migrating offsite
and protect storm drain inlets, drainage courses and streams by installing and maintaining appropriate BMPs (i.e. silt fences, gravel bags, fiber rolls, temporary swales, etc.). Keep excavated soil on site and transfer it
to dump trucks on site, not in the streets.

Contaminated Soils
If any of the following conditions are
observed, test for contamination and contact the Regional Water Quality Control Board:
- Unusual soil conditions, discoloration,
or odor.
- Abandoned underground tanks. - Abandoned wells - Buried barrels, debris, or trash. If the above conditions are observed,
document any signs of potential contamination and clearly mark them so they are not distrurbed by construction activities.

Landscaping
Protect stockpiled landscaping materials
from wind and rain by storing them under tarps all year-round. Stack bagged material on pallets and
under cover.
Discontinue application of any erodible
landscape material within 2 days before a forecast rain event or during wet weather.

Paving Avoid paving and seal coating in wet
weather or when rain is forecast, to prevent materials that have not cured from contacting stormwater runoff. Cover storm drain inlets and manholes
when applying seal coat, slurry seal, fog seal, or similar materials. Collect and recycle or properly dispose of
excess abrasive gravel or sand. Do NOT sweep or wash it into gutters.

Sawcutting & Asphalt/Concrete Removal Protect storm drain inlets during saw cutting.
If saw cut slurry enters a catch basin,
clean it up immediately.
Shovel or vacuum saw cut slurry deposits
and remove from the site. When making saw cuts, use as little water as possible. Sweep up, and properly dispose of all residues.

Concrete Management Store both dry and wet materials under cover, protected from rainfall and runoff and away from storm drains or waterways. Store materials off the ground, on pallets. Protect dry materials from wind. Wash down exposed aggregate concrete
only when the wash water can (1) flow onto a dirt area; (2) drain onto a bermed surface from which it can be pumped and disposed of properly; or (3) block any storm drain inlets and vacuum washwater from the gutter. If possible, sweep first. Wash out concrete equipment/trucks offsite
or in a designated washout area onsite, where the water will flow into a temporary waste pit, and make sure wash water does not leach into the underlying soil. (See CASQA Construction BMP Handbook for properly designed concrete washouts.) Dewatering Discharges of groundwater or captured
runoff from dewatering operations must be properly managed and disposed. When possible, send dewatering discharge to landscaped area or sanitary sewer. If discharging to the sanitary sewer, call your local wastewater treatment plant. Divert run-on water from offsite away from
all disturbed areas.
When dewatering, notify and obtain
approval from the local municipality before discharging water to a street gutter or storm drain. Filtration or diversion through a basin, tank, or sediment trap may be required. In areas of known or suspected
contamination, call your local agency to determine whether the ground water must be tested. Pumped groundwater may need to be collected and hauled off-site for treatment and proper disposal.

Painting Cleanup and Removal Never clean brushes or rinse paint containers into a street, gutter, storm drain, or stream. For water-based paints, paint out brushes
to the extent possible, and rinse into a drain that goes to the sanitary sewer. Never pour paint down a storm drain. For oil-based paints, paint out brushes to
the extent possible and clean with thinner or solvent in a proper container. Filter and reuse thinners and solvents. Dispose of excess liquids as hazardous waste. Sweep up or collect paint chips and dust
from non-hazardous dry stripping and sand blasting into plastic drop cloths and dispose of as trash. Chemical paint stripping residue and chips
and dust from marine paints or paints containing lead, mercury, or tributyltin must be disposed of as hazardous waste. Lead based paint removal requires a statecertified contractor.

Concrete Management Painting & Paint Removal
and Dewatering
Paving/Asphalt Work
Storm drain polluters may be liable for fines of up to $10,000 per day! C0PYR IG HT€)2022BAR,:,rehlt.eta
Urban Runoff
Pollution Prevention Program

PATRICK HENRY DRIVE
4590 PATRICK HENRY DRIVE, SANTA CLARA, CA 95054 03.05.2024 BKF JOB NO. 20200736 BARarchitects C O PY RIG H T€)2022 BAR ,:,rehlteeta
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I LEGEND
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I ABBREVIATIONS
F'IRE1RUCl< ACCESS ROUTE ( 2i!r E.V.A.E.)
.,

GRAPHIC SCALE
1'-1 - 20 20 40

09.04.2024
PATRICK HENRY DRIVE4590 PATRICK HENRY DRIVE, SANTA CLARA, CA 95054 2020015

TREE REMOVAL PLAN
L001
1 15.84
CUT X
2 15.38
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5001

15.69 NAIL
5002

16.20 NAIL

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PATRICK HENRY DRIVE

CALABAZAS CREEK TRAIL

PUBLIC PARK DEDICATION

BUILDING FOOTPRINT

TREE REMOVAL PLAN - LEGEND

SURVEYED TREES (SEE ARBORIST REPORT FOR FULL TREE DATA TABLE) 300
300
TOTAL QUANTITY OF TREES TO REMOVE = (55)REPLACEMENT RATIO = 2:1 = (110) 24” BOX TREES OR = 4:1 = (220) 15 GALLON TREES
TREE COMPENSATION: THE PROJECT WILL PROVIDE (50) 15 GAL, (15) 24” BOX AND (10) 36” BOX. THE TOTAL SUM OF NEW TREES VALUE EQUALS (110) 15 GAL. THE REMAINING (110) 15 GAL REQUIRED REPLACEMENT TREES WILL BE COVERED UNDER A LIEU FEE. 1RWHUHJDUGLQJ3DUN'HVLJQ
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PATRICK HENRY DRIVE4590 PATRICK HENRY DRIVE, SANTA CLARA, CA 95054 2020015

CITY ARBORIST SPECIFICATION AND TREE PROTECTION DETAIL
L002

CITY ARBORIST SPECIFICATIONS CITY TREE PROTECTION SPECIFICATIONS 1RWHUHJDUGLQJ3DUN'HVLJQ
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CITY OF SANTA CLARA
ARBORl&T NOTES
I. Nocun!ntol.onypanol.ct111,-,1Drlud!Df.-,.sballbe.._wltbow.lfaUUII awrovalandd.Jroc1a,l)f'Mllon~!heri11ort.orw.orllborls!.a1111o,tdb,-d!;J (408--0 1G-3080). ll. Nucultill#ofanypaR<Jlpn.-.iet,-.Uldllll,ncN>Olt,ohallbo ....... WllhoiudlNCt ,upe,...i,,1ot,ntanintern1tional~ol.wboric,uu,. OSA)...nillNllfflOfUL :J.Whouron,tructloaUOCW"llwlthinlhednpUoeol.ftlltlll!ll,_.,..u--sballplle 1botollonlhetldolwa)'frolll!heuw. Wbtalbltilll'Mpwtlbie.pl,nl'Olloa ::==;:.~=~~il,;,:~eu11U111iatotlool0il

4. ltoHllo,pent1'11rw:heol!llicklJ'withlnl,ou,.o/."__.i,nw1,e,ntho7""""'wlthlntbo dripl lneolmsll"llt'""- lfthiolo110tJl(mKibleandthe-heriobol,d.-,. orwln:IJ-. oontractormlltt~,_,,.mowlb,-"°"'""'thenlwlth-~ lftbo wu1pora11nllllO"forSNatff.1""bllriapa,...ibolaopoaedr,nyltourmdr.--'• •~tonW,1tain1<'0MW!teool!IIOmt'Ol>ditioA. Jftbtlffllptnllureill~ 80'. lhobu:IAP no llttboinJlltCtodnflll fwrllourland,._•_to ""'into.in 1......,ontooolm<>iotoondi•-llrnall-_,dryout_d,..,,10-1& :i.;,~:;!:'•tl•"l"OOUl~onouooumb1nonhow-ori..W1oM<....r._,..-""' $. Whto l'OOlll2"orlulor.,......,.ir.cltobeout,ol---'b,-t.a..i-,tbo,_ ....

JN"UMlhol'<IOlllwllh aolod\Ull~pnm!Qftool 11-.llut...,-W,allllJ bro,l,;ooohOIIJdbo~lwu inct..of""ntbocwaqodollllenwwdorlonl.-. .,.mon,hkobrto.U-""""""1-obol\n!Sha'111Ycut.-."""""'"•n,..i,o1.-- i..1pincthe t,...,o,_,.r'"""' ,1.o;...,....,,

6. Comr11C1orlhall11odfl,\herl1yarboctSlor,norta,;tmplc,Jodb,-d!;J72hounln od~ofonyW(N"k ,_lrlncdlalncal'(IWldorwithlnlhodrlplineol.nlstlncu-.

7. Aclear-•mol."ll,aill( muat botpr<>ridodanamdtnnwithin20'oftha_..,. ~ in«.Cantractorshall-,,n1ppn,nlol."oudi.,..•mf"""tbocilJ'.....,,._or artori.otempk,y,,dbycity.
& MaMWS. «.UlJ»]>CUltempon.rybuildln,s.fuds.palat1andother~ iMlUloballr>Otbeph,c,edwitbialhedriplineoCWflilla:UftS.

CITY OF SANTA CLARA
ARBORl&T NOTES
oontnc:tor, t1,on\yarl,oovto,ul:,oriot~111pl,;,yedb,,oit,-ohalldot-thot ~ii-men\"""""".laO,quantily . ..,,;lwa,:i,,c.
l6.~4•.5•t111c1<ntukb aroundallffittlttltlffl(O<lttotheirdriplloe)th.llwttobe to1.llJ>fdprio,tolDy-TbiowWb.tlpmai.ntaia-..,...-,lMu.. wllhin tho fon<infarn.

17.llontpitso,ar>Ot~wlthin tho dnp lit>0ol.on:,treoo.

11. 1!2W.Wl
Whe ... the .. u ;,....rr..;.,,,._..,.~,11edrip LUW1by<ronebiocad,io,,o,,1to..U ~xiot ing 1reeoln....,...ol5"00\~tboinotallationm,...bemadoi,,bori"" Tbo hoglnningondondln«diow-ottheb<:nf"""the f..,.ol."thottreelnm,ydl~lonlo de1.,..,,lnedhy !he di.m...erolt1--treeM-'fledb,-the"""""'panyl,,slable:
o.i Lnchn
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CITY OF SANTA CLARA

ARBORIST NOTES

11. r ...... .i11 ... 1-oborwtain.dto"""'~""""-thot~prior1-o dolll<lbt-.~or,..i;.,c. t·mnacoballbeplaftdatlhodnplioe<ll..-...C tlfflor,lfpoaolblo-.LlillmNlhondil>lol.lheclrtplloeout&omlhotnmltol.thetlff.

A.......,,...,,,...Ube~~oaN<hilPDN. Tbe..,,,lllallbea
111lr>lmumolU"l<ll"andd"'rly-."W.,..laf• ~ tlllo (o....,. ~ --~;:.~::r'!::~::;:..ir.--t11ec111.....,_,,proj«\ ...._lol". oqwni,tnlM_,,....b,-thot.._,.arboriaorarltorist-.,io,,.db,-rity. t'-ohall remal.tlwsUlallcn,dlacand-wortlooomple\ed.1.DoddiUoa,-all tlfflwltloMnwwlldlkupto\befiMmal.Dtnadt.Mdtbtawn,-~Acta( aroundthot10lddleoaollu.eintbt~-w-.ct\bemfrombotrit ____ ..,thot_

10.Notrenchln(ohalli......,_wllhlntbodrti,ll""dezloli"ll"-wlthoulthot~ ol.thed1yorboriolorart>oriol......,....b,-dt,-.Op,,,mnchlatlnthe..,,,._,.ol• publloire.lopn,hibllede-,tla_....,.tllelffllcltbtolfalltouto:idetllodrip UiwollMUttlawd....t.~-be.uo...dltlatlooo,hllonoltbodl)' uborittorllrborillarll'lo,edb,-ctlJ'.O.~oCtnadt.ut,J00tO.UttwillN l l.An1cu•unco1..,io<ill(l,_.ol."c,q,
-
uw,oohallbot"'-with~l..,.._,pmon1
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Wldortllod.11"11<'l""'""'"""'ol•ISAffflin.d-'>onat.
ll!.0,-tu,tobould-~"""-pr<lblo-ror .... i.,~-oru,IO
lhera.or~inf....,bt,.,_

13. All.,_.,,,.withinlhodriphntol.._,.""""wllbedonewllh_......,.beht «r,dpmea1WldertlledlrK'l,uperohloaol.\bedt,-arborillorarborillmplofedb,- rity. Allrn,llncw1thlnlhodriplinool.pmat~..-sllallbe.i.-w111,-""" o,q..i_..t-lmdind.-.,.....,W,..Dlu,ISA....in.d""-iat.Tbooritllm,I pada•tbobaNol."niollnltnnahall-Nm<>dillod.lfopwlo-lo
_..,,d.-,-U.ohnuldbotllNd.

14.When~ioallowed.tbt--ftnt--wlth•...._..,.,_
oulterpriortoaa:,lffll<luaolwavoidt>dacorp.illi<l(ol.roou.. l~_,.,_,i.....,dolermii,odtobotN!mowdbJlhe<i1y--.or_,....~br <ity d"""'""""r-~dW'inc.,.,...,....._oballi,.,.,._1,ythe

CITY OF SANTA CLARA

ARBORIST NOTES
d,of,...,....,..kiJW••rwultol.thotw,d.cuntrrtoroball,.._thottno,iadudi .. 11o.-..fromtbooit,,ood~_.h~bwwitlo ... ~b'ft. l(
oudi~lo1'(111~.lbt-shallflt'lmbureetollw:--lbt
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PRUNING MAY BE NECES~ TO
FACILITATE RD.COVAL OF OEAO WOOD,

CONFLICT WITH NEW STRUCTURE,

OR REDUCE STRESS AND SHALL BE

CARRIED OUT BY A QUALIFIED ARBORIST

AND SUBJECT TO APPROVAL AND
DIRECTION OF CITY ARBORIST.
f 0
I =-,.-....._ I
FENCE
(TYP,)

WHEN EXCAVATING AND TRENCHING

ADJACENT TO DRIPLINES, APPROVAL
OF IS REQUIRED .

I. CUT AS FEW ROOTS AS POSSIBLE
ANO CUT THEM CLEAN.

2. PAINT CUT ROOTS WITH APPROVED
DRESSING.

3. BACKFILL AS SOON AS POSSIBLE
TO AVOID ROOTS FRO'-! CRYING.

1. PROVIDE ADEQUATE RETAINING WALL - NO CLOSER THAN DRIP LINE. LARGE AMOUNTS OF Fill WU INHIBIT DELICATE 8AI..ANCE BETWEEN ROOTS ANO SOIL

2. AVOIO N:f"f PONOING BY DRAINING LOW POINTS.

3. PRIOR TO GRADING, INSTALL FENCES AND BARRICADES AROUND TREE.

4. FERTILIZE ANO WATER TO MINIMIZE SHOCK AS DIRECTED BY OUAUFlED ARBORIST.

K.TRAN
C.QUANZ TREE PROTECTION LS-6
G.GOMEZ
OCTOBER 2013 CITY OF SANTA CLARA PAGEc 62
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03.05.2024
PATRICK HENRY DRIVE4590 PATRICK HENRY DRIVE, SANTA CLARA, CA 95054 2020015 L002

PRELIMINARY WATER EFFICIENT LANDSCAPE WORKSHEET
L003

PUBLIC PARK DEDICATIONPUBLIC PARK DEDICATIONPUBLIC PARK DEDICATION

MODERATE WATER USE LOW WATER USE
LEVEL 8
LEVEL 4

GROUND LEVEL
SCALE 1” = 50’
GROUND LEVEL:MODERATE WATER USE = 3413 sq. ft.LOW WATER USE = 5855 sq. ft.LEVEL 2MODERATE WATER USE = 772 sq. ft.LOW WATER USE = 2679 sq. ft.LEVEL 8MODERATE WATER USE = 0 sq. ft.LOW WATER USE = 538 sq. ft.TOTAL MODERATE WATER USE AREA = 4185 sq. ft.TOTAL LOW WATER USE AREA = 9072 sq. ft.

WATER EFFICIENT LANDSCAPE WORKSHEET
This worksheet is filled out by the project applicant and it is a required element of the Landscape Documentation Package.

Reference Evapotranspiration (ETo) is ETAF for MAWA is 0.55

ETAF (PF/IE)
ETAF x Area Estimated Total Water Use (ETWU)e

0.37 3357 894980.62 2595 69183
Totals 5952 158681
(B)
111
Totals 0 0
(D)
158681194387
Regular Landscape Areas All Landscape Areas
Total ETAF x Area (B) 5952 Total ETAF x Area (B+D) 5952Total Area (A) 13257 Total Area (A+C) 13257Average ETAF B÷A=

0.45 Sitewide ETAF=(B+D)÷(A+C)

0.45 MODERATE WATER USE 0.50 4185 DRIP 0.81
Average ETAF for Regular Landscape Areas must be 0.55 or below for residential areas, and 0.45 or below for nonresidential areas.

ETWU Total
ETAF
Calculations:

Maximum Allowed Water Allowance (MAWA)e
(C)
0 13257

43.00 Regular Landscape Areas - Controller 'A'
LOW WATER USE 0.30 DRIP 0.81 9072
Hydrozone #
/Planting Descriptiona
Plant Factor (PF)
Irrigation Methodb
Irrigation
Efficiency (IE)c
Landscape Area (sq, ft,)
Special Landscape Areas
(A)
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LANDSCAPE SITE PLAN - GROUND LEVEL
L100

PUBLIC PARK DEDICATION

FUTURE PARK DEVELOPMENT

FIRE LANE

ROUNDABOUT

PARKING GARAGE

PATRICK HENRY DRIVE

CALABAZAS CREEK TRAIL
WASTE ELEC.

LOBBY

FITNESS
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SCALE 1” = 20’
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L100D
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L101

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BELOW

PATRICK HENRY DRIVE

CALABAZAS CREEK TRAILPOOL DECK COURTYARD

PUBLIC PARK DEDICATION

FUTURE PARK DEVELOPMENT

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L101A
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L102
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LEVEL 4

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ENLARGED PLAN - GROUND LEVEL
L100A

BIKE ROOM

MOVE-IN LOBBY

PARKING GARAGE

CALABAZAS CREEK TRAIL
PL PL
PL
SCALE 1” = 10’
MATCHLINE - L100B
MATCHLINE - L100C
6’ TALL WOOD AND METAL FENCE AND GATEPET WASTE STATION

ROUNDABOUT

MATERIAL LEGENDPLANTING LEGEND

CONCRETE UNIT PAVER
STREET TREE24” BOX

REGULAR PLANTING BIORETENTION PLANTING
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REDBROWN PATHWAY MIX CITY SIDEWALK CONCRETE PAVINGCONCRETE PAVINGPERMEABLE CONCRETE PAVINGCOBBLE STONEWARNING PAVERBIORETENTION PLANTING PET WASTE STATIONREGULAR PLANTING TRANSFORMER
CLASS II BIKE RACKRAISED PLANTER4’ TALL WOOD & METAL FENCE6’ TALL WOOD & METAL FENCE8’ TALL LASER CUT METAL SCREEN WITH CUSTOM PATTERN6’ TALL MAN GATESBOLLARDS GENERAL NOTE:

1. ALL VERTICAL SCREENS SHALL HAVE 50% POROSITY FOR SECURITY.2. ALL PARK BENCHES UNDER 5’ IN LENGTH WILL HAVE ARMRESTS ON BOTH SIDES. FOR BENCHES OVER 5’, ARMRESTS WILL SUBDIVIDE THE BENCH INTO SEGMENTS LESS THAN 5’.3. SKATE STOPPERS WILL BE PROVIDED FOR ANY SEAT WALL LESS THAN 36” IN HEIGHT.4. ALL PLANTING IN THE STORMWATER FLOW-THRU PLANTERS AND BIO-RETENTION AREAS WILL BE SELECTED FROM THE SCVURPPP APPENDIX D - PLANT LIST AND PLANTING GUIDANCE FOR LANDSCAPE-BASED STORMWATER MEASURES. 1RWHUHJDUGLQJ3DUN'HVLJQ
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L100B
PL
PLPL
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PATRICK HENRY DRIVETRANS- FORMER
SWITCH
VAULT
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MATCHLINE - L100D

PLANTING LEGEND
STREET TREE24” BOX

REGULAR PLANTING BIORETENTION PLANTING
EVERGREEN TREE24” BOXEVERGREEN SHRUB15 GALLONACCENT SHRUB15 GALLONCLIMBING VINE1 GALLON DECIDUOUS TREE24” BOXACCENT SMALL TREE15 GALLONEVERGREEN SMALL TREEFOR SCREENING15 GALLONACCENT SHRUB5 GALLONEXISTING TREETO REMAIN

UNITUNITUNIT
ELEC.

TRASH
4’ TALL WOOD AND METAL FENCE AND GATE
EVERGREEN SCREENING TREE 24’’ BOX
GENERAL NOTE:

GENERAL NOTE:

MATERIAL LEGEND

BACK FLOW

BACK FLOW
FIRE
PUMP

DOMESTIC
PUMP
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ENLARGED PLAN - GROUND LEVEL
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AREA
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(5) CLASS II

BIKE RACKS
PLANTING LEGENDGENERAL NOTE:

STREET TREE24” BOX
REGULAR PLANTING BIORETENTION PLANTING1. ALL VERTICAL SCREENS SHALL HAVE 50% POROSITY FOR SECURITY.2. ALL PARK BENCHES UNDER 5’ IN LENGTH WILL HAVE ARMRESTS ON BOTH SIDES. FOR BENCHES OVER 5’, ARMRESTS WILL SUBDIVIDE THE BENCH INTO SEGMENTS LESS THAN 5’.3. SKATE STOPPERS WILL BE PROVIDED FOR ANY SEAT WALL LESS THAN 36” IN HEIGHT.4. ALL PLANTING IN THE STORMWATER FLOW-THRU PLANTERS AND BIO-RETENTION AREAS WILL BE SELECTED FROM THE SCVURPPP APPENDIX D - PLANT LIST AND PLANTING GUIDANCE FOR LANDSCAPE-BASED STORMWATER MEASURES.

EVERGREEN TREE24” BOXEVERGREEN SHRUB15 GALLONACCENT SHRUB15 GALLONCLIMBING VINE1 GALLON DECIDUOUS TREE24” BOXACCENT SMALL TREE15 GALLONEVERGREEN SMALL TREEFOR SCREENING15 GALLONACCENT SHRUB5 GALLONEXISTING TREETO REMAIN MATCHLINE - L100D
MATCHLINE - L100E
MATCHLINE - L100A
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EVERGREEN SCREENING TREE 24’’ BOX

MATERIAL LEGEND

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ENLARGED PLAN - GROUND LEVEL
L100D
SCALE 1” = 10’

SOCIAL LOUNGE

LOBBY/LEASING
OFFICE
OFFICE

PARKING GARAGE

FIRE LANE

PATRICK HENRY DRIVE

PLANTING LEGEND
STREET TREE24” BOX

REGULAR PLANTING BIORETENTION PLANTING
EVERGREEN TREE24” BOXEVERGREEN SHRUB15 GALLONACCENT SHRUB15 GALLONCLIMBING VINE1 GALLON STREET TREE24” BOXACCENT SMALL TREE15 GALLONEVERGREEN SMALL TREEFOR SCREENING15 GALLONACCENT SHRUB5 GALLONEXISTING TREETO REMAIN TRANSFORMER
MATCHLINE - L100C
MATCHLINE - L100B
MATCHLINE - L100F
PL
(6) CLASS IIBIKE RACKS

UNITUNITUNIT
EVERGREEN SCREENING TREE 24’’ BOX
GENERAL NOTE:

MATERIAL LEGEND
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ENLARGED PLAN - PUBLIC PARK
L100E
SCALE 1” = 10’

PARK PROGRAMSOUTDOOR MUSICAL INSTRUMENTS (ALL AGES) TABLE TENNIS BOCCE BALL COURT

EXISTING PLANTING BUFFER

ADJACENT PARKING LOT
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TABLE TENNIS
GAMES
TABLES

BOCCE BALL COURT

MUSICAL PLAY
(All Ages) MULTI-USE LAWN
PL
PL
PL
MATCHLINE - L100F
MATCHLINE - L100C MATCHLINE - L100D

MATERIAL LEGEND
CONCRETE PAVING TYPE 1CONCRETE PAVING TYPE 2 RED BROWN PATHWAY MIXGRASSPLANTING

TABLE TENNIS

BOCCE BALL COURTWITH WOOD CURBS

PLANTING LEGEND
PICNIC TABLE PER CITY STANDARD(QCP FOOD COURT ROUND QR42FC & QR42FC3 ADA OPTION)GAMES TABLE PER CITY STANDARD(QCP FOOD COURT SQUARE QS42FC & QS42FC3 ADA OPTION) 30”H X 96”W X 6”D PARK SIGNAGE PER CITY STANDARD

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EXISTING TREETO REMAINOLEA EUROPAEA15 GALLON
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QUERCUS AGRIFOLIACOAST LIVE OAK36” BOX

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MUSICAL PLAYEQUIPMENT

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MATCHLINE - L100C MATCHLINE - L100D

EXISTING PLANTING BUFFER

PG&E EASEMENT

ADJACENT PARKING LOT
(FUTURE PARK DEVELOPMENT)
TRANSFORMER

SVP EASEMENT
SWITCH
VAULT

BOCCE BALL COURT

CORN HOLE

GAMES AREA

TABLE TENNIS
GAMES
TABLES
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EXISTING TREETO REMAINOLEA EUROPAEA15 GALLON
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L101A
POOL

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SPA

CLUB ROOM YOGA
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UNIT
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EVERGREEN TREE24” BOX
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ACCENT SHRUB15 GALLON
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BIORETENTION PLANTINGGRAVELCONCRETE PAVINGREGULAR PLANTINGPLANTER POTSRAISED METAL PLANTERS 24’ @ 8.0%
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L102A

AMENITY
ROOM
LEVEL 4

POOL DECK
BELOW
LEVEL 4

COURTYARD
BELOW
SCALE 1” = 10’

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CONCRETE PEDESTAL PAVER TYPE 1CONCRETE PEDESTAL PAVER TYPE 2

REGULAR PLANTING
ACCENT SHRUB5 GALLONACCENT SHRUB15 GALLON

CANOPY ABOVE

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FEATURE LIGHT AT METAL SCREENS

BOLLARD LIGHTBUILDING-MOUNTED LIGHT

LIGHTING PLAN - GROUND LEVEL
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FUTURE PARK DEVELOPMENT

FIRE LANE

PARKING GARAGE

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CALABAZAS CREEK TRAIL
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FITNESS LOBBY SOCIAL LOUNGE
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SVP STANDARD STREET LIGHT PER PATRICK HENRY DRIVE SPECIFIC PLAN1. ALL EXTERIOR DOORS SHOULD BE ADEQUATELY ILLUMINATED AT ALL HOURS WITH THEIR OWN LIGHT SOURCE2. LIGHTING FOR THE PROJECT TO BE AT THE IES (ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA) STANDARDS AND INCLUDE THE FEATURES LISTED BELOW: WHITE LIGHT SOURCE, PEDESTRIAN SCALE, FULL CUT-OFF OR SHOEBOX DESIGN, UNBREAKABLE EXTERIOR, TAMPERPROOF HOUSINGS, WALL-MOUNTED LIGHTS/10’ HIGH. THESE FEATURES INCREASE NATURAL SURVEILLANCE, SUPPORT AND/OR ENHANCE SECURITY CAMERA CAPABILITIES, AND INCREASE POLICE PATROL EFFECTIVENESS.

INTERIOR LIGHTING

BUILDING
LIGHT

PEDESTRIAN SCALED AREA LIGHT

POLE LIGHT
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PATRICK HENRY DRIVE

CALABAZAS CREEK TRAIL
SCALE 1” = 20’

LIGHTING LEGEND

LED LIGHT STRIP MOUNTED AT PLANTERSTASK LIGHTBOLLARD LIGHTSTRING LIGHT ON TRELLIS STRUCTURELIGHTING INCORPORATED UNDER BENCH

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CALABAZAS CREEK TRAIL
SCALE 1” = 20’

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TRELLIS LIGHTINGLED LIGHT STRIP MOUNTED AT PLANTERS
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MATERIAL PALETTE
L400

CONCRETE UNIT PAVER REDBROWN PATHWAY MIX STONE BBQ COUNTER METAL PLANTERS

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PARK MATERIAL & PLANTING PALETTE
L401

LAWN RUBBERIZED SURFACING QUERCUS AGRIFOLIA (COAST LIVE OAK) CASSIA FISTULA (GOLDEN SHOWER)

CONCRETE PAVING (SANDBLAST FINISH)

TABLE TENNIS TABLESAESCULUS CALIFORNICA(CALIFORNIA BUCKEYE) OUTDOOR PERCUSSION PLAYGINKGO BILOBA ‘AUTUMN GOLD’(AUTUMN GOLD MAIDENHAIR TREE)

BUILT-IN BENCHS WITH SKATE STOPPERS
REDBROWN PATHWAY MIX(DECOMPOSED GRANITE)TRASH CAN (DUMOR 102-32SH PER CITY STANDARD)

PAVING MATERIAL PLANTINGSITE FURNISHING
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PLANTING PALETTE
L500

LOPHOSTEMON CONFERTUS (BRISBANE BOX) LEPTOSPERMUM LAEVIGATUM (AUSTRALIAN TEA TREE)

GREVILLEA ROBUSTA (SILK OAK)
ACER MACROPHYLLUM (BIG LEAF MAPLE) GINKGO BILOBA ‘AUTUMN GOLD’ (AUTUMN GOLD MAIDENHAIR TREE)
DODONAEA VISCOSA PURPUREA CEANOTHUS ‘RAY HARTMAN’ (RAY HARTMAN WILD LILAC)(PURPLE HOPSEED BUSH) LOMANDRA LONGIFOLIA ‘BREEZE’(LOMANDRA)STREET TREESDECIDUOUS TREES VINES

EVERGREEN TREESSHRUBS/SCREENING

GRASSES & GROUNDCOVERS
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TRACHELOSPERMUM JASMINOIDES (STAR JASMINE)
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IRIS DOUGLASIANA(DOUGLAS IRIS)

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BIORETENTION TREESTRISTANIA LAURINA ‘ELEGANT’ (ELEGANT WATER GUM) PRUNUS ILICIFOLIA (HOLLYLEAF CHERRY)

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RHAMNUS CALIFORNICA(COFFEEBERRY)
GARRYA ELLIPTICA ‘JAMES ROOF’(JAMES ROOF SILK TASSEL)

FRAGARIA CHILOENSIS(BEACH STRAWBERRY)

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CHONDROPETALUM ELEPHANTINUM(LARGE CAPE GRASS)
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DRAWING TITLE
4590 PATRICK HENRY DRIVE

SANTA CLARA
PROJECT NO.PROJECT
CM
DRAWN

APPROVED
DATE
SCALE
DRAWING NO.

CS
10/04/2023

CONSULTANT

ARCHITECT

OWNER / DEVELOPER
NO. DATE ISSUE / REVISION ISSUED BY
KASA

AMERICAN TRASH MANAGEMENT
1900 POWELL STREET, SUITE 220
EMERYVILLE, CALIFORNIA 94608P: 415.292.5400F: 415.292.5410 [email protected]
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TR0.2

DRAWING TITLE
4590 PATRICK HENRY DRIVE

SANTA CLARA
PROJECT NO.PROJECT
CM
DRAWN

APPROVED
DATE
SCALE
DRAWING NO.

CS
09/29/2023

CONSULTANT

ARCHITECT

OWNER / DEVELOPER
NO. DATE ISSUE / REVISION ISSUED BY
KASA

AMERICAN TRASH MANAGEMENT
1900 POWELL STREET, SUITE 220
EMERYVILLE, CALIFORNIA 94608P: 415.292.5400F: 415.292.5410 [email protected]
XXXXX

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DRAWING TITLE
4590 PATRICK HENRY DRIVE

SANTA CLARA
PROJECT NO.PROJECT
CM
DRAWN

APPROVED
DATE
SCALE
DRAWING NO.

CS
10/04/2023

CONSULTANT

ARCHITECT

OWNER / DEVELOPER
NO. DATE ISSUE / REVISION ISSUED BY
KASA

AMERICAN TRASH MANAGEMENT
1900 POWELL STREET, SUITE 220
EMERYVILLE, CALIFORNIA 94608P: 415.292.5400F: 415.292.5410 [email protected]
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October 7, 2024
RE: Endorsement of 4590 Patrick Henry Drive
To Whom It May Concern:

For over 60 years, Greenbelt Alliance has helped create cities and neighborhoods that make the Bay Area a better place to live—healthy places where people can walk and bike; communities with parks, shops, transportation options; homes that are affordable and resilient to the impacts of climate change. Greenbelt Alliance’s Climate SMART—Sustainable, Mixed, Affordable, Resilient, Transit-Oriented—Development Endorsement Program provides support for projects that advance the right kind of development in the right places. By promoting climate-smart development we can create thriving, resilient neighborhoods with ready access to transit and housing choices for all of the Bay Area’s people.

After careful review, Greenbelt Alliance is pleased to endorse the proposed 4590 Patrick Henry Drive project.

More housing is critically needed in Santa Clara, and the 284 units, 42 of them deeply affordable, provided by 4590 Patrick Henry Drive as part of the East Tasman Plan represent a significant step in the right direction. Further, not only will the project address the urgent need for more housing, but it also contributes significantly to the revitalization of the area.

We are particularly impressed by the project’s commitment to sustainability and community amenities. The inclusion of a public park will provide much-needed green space for residents and visitors, fostering a sense of community and improving overall well-being. The project’s provision of more than 300 bicycle parking spaces and the construction of a new protected bike lane along the frontage road will promote active transportation, making it easier and safer for residents to choose biking over driving. These features not only support a healthy lifestyle but also contribute to reducing the city’s carbon footprint.

The project's 100% electric design is another significant highlight. By eliminating reliance on fossil fuels for energy, the development will help mitigate climate change and set a precedent for future projects. This all-electric approach is in line with the growing movement towards renewable energy and reflects a forward-thinking approach to urban development.

Correspondence
10/16/24 Development Review Hearing Meeting
4590 Patrick Henry Drive
RTC24-956
Transit Access for Sustainable Development
In addition to adding greatly needed affordable housing to Santa Clara County, 4590 Patrick Henry Drive will align with Greenbelt Alliance’s climate SMART—Sustainable, Mixed, Affordable, Resilient, Transit-Oriented—development criteria in several ways. Its strategic location, less than half a mile from the VTA light rail and within half a mile of five VTA bus lines, ensures excellent connectivity and encourages the use of public transportation. This proximity to transit options will help reduce car dependency, thereby lowering greenhouse gas emissions and traffic congestion.

According to GreenTRIP—a free online tool created by Transform that models traffic and greenhouse gas impacts of residential projects in California— the 4590 Patrick Henry Drive development will result in:
● 1,963 fewer miles driven every day compared to the Santa Clara County average. ● 21% fewer GHG impacts every day compared to the Santa Clara County average. ● 5% less parking use every day compared to the Santa Clara County average. ● Parking when compared to existing city requirements:
○ Saving $15,040,000 in parking construction cost if built with 0.34 instead of the municipal requirements.
○ Saving 5,112 sq.ft. in fewer parking spaces
Greenbelt Alliance believes 4590 Patrick Henry Drive will play a pivotal role in reimagining a more resilient and inclusive Santa Clara for all residents to enjoy, and we are proud to give this project our endorsement! We hope its approval will inspire cities around the Bay Area to redouble their efforts to grow in more sustainable ways.

Sincerely,
Jordan Grimes
Resilience Manager
Greenbelt Alliance

City Council and Authorities ConcurrentNovember 19, 2024

City Council and Authorities Concurrent
November 19, 2024