City Council and Authorities Concurrent
July 18, 2023

City of Santa Clara
Agenda Report
1500 Warburton Avenue
Santa Clara, CA 95050
santaclaraca.gov
@SantaClaraCity
23-666 Agenda Date: 6/14/2023

REPORT TO PLANNING COMMISSION

SUBJECT
Action on a Rezone from PD - Planned Development to MH - Heavy Industrial and Variance for the properties located at 700 Mathew Street (CEQA: Categorical Exemption, Class 1 Section 15301 Existing Facilities)

REPORT IN BRIEF
Applicant: Brian Brown, HPC Architecture
Owner: Andrew Czisch, QMS Shields
General Plan: Heavy Industrial
Zoning: Planned Development (PD)
Site Area: 64,898 square feet
Existing Site Conditions: The property is developed with an industrial building that is currently vacant and surface parking.

Surrounding Land Uses:

North: Vantage Data Center
South: Digital Realty Data Center
East: Heavy Industrial Uses
West: Heavy Industrial Uses
Issues: Consistency with the City’s General Plan and conformance with the City’s Zoning Ordinance Staff Recommendation: Approve a Class I Categorical Exemption per Section 15301, Existing Facilities of the CEQA Guidelines, adopt a resolution approving a Variance for the front setback, landscaping, and parking, and adopt a resolution recommending the City Council approve the Rezone from Planned Development (PD) to Heavy Industrial (MH) for the property located at 700 Mathew Street, subject to conditions of approval.

BACKGROUND
On February 16, 2023, Brian Brown with HPC Architecture (“Applicant”), on behalf of Andrew Czisch with QMS Shields (“Owner”) filed an application (File No. PLN23-00054) to change the use of two parcels (APNs: 224-03-086 and 224-03-000) located at 700 Mathew Street. The proposal includes interior changes and site improvements to use the existing buildings on the site for a Heavy Industrial use of metal fabrication/spinning for the business operating as Quality Metal Spinning.

The project site consists of two buildings, Building A (22,032 square feet) and Building B (16,503 square feet) that are currently vacant. They were previously occupied with a business, “Off the Wall Soccer”, and a warehouse use. In 2005, the City Council approved a request (File No. PLN2005- 05047) to rezone the parcel (APN: 224-04-082) from Heavy Industrial (MH) to Planned Development City of Santa Clara Printed on 6/9/2023Page 1 of 5
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23-666 Agenda Date: 6/14/2023
(PD) to allow for the sale of the building located at 2201 Lafayette Street. Along with the Rezoning, the City Council also approved a Tentative Parcel Map (File No. PLN2005-04910) to subdivide the property into two parcels with one common area parcel. This created three parcels- Parcel One (700 Mathew Street, APN: 224-03-086), Parcel Two (2201 Lafayette Street, APN: 224-03-087) and Parcel Three (Parking lot along Mathew Street, APN: 224-03-000). The rezoning was approved with specific conditions of approval restricting the use of Parcel One to warehouse use or a soccer recreational facility that was an existing approved use through a previous Use Permit. A parking variance was also approved by the Planning Commission to provide 48 parking spaces, where 58 parking spaces were required by Code. A Parking Agreement was executed between Parcel One and Parcel Two, where ten parking spaces on Parcel Three would be available for use by Parcel Two.

The current application includes only Parcel One (warehouse/former indoor recreation) and Parcel Three (surface parking lot). Given the specific uses allowed in the existing PD zoning, the proposal to use this site for Heavy Industrial use (Quality Metal Spinning) would require a Rezone from Planned Development (PD) to Heavy Industrial (MH). Both buildings have been vacant since November 2021 and the existing Use Permit has expired. The proposal would preserve the configuration of the required 10 parking spaces on Parcel Three and they would continue to be available for use by Parcel Two per the existing Parking Agreement. This project also includes a Variance as discussed below.

DISCUSSION
The proposal includes interior remodeling, adding a mezzanine area for office use, equipment platforms in each of the buildings, restriping the parking lot, adding a new trash enclosure, adding a sidewalk and other site improvements. The footprint of the existing buildings would not change.

Parcel One does not have any parking and would require an off-site parking permit to utilize the parking on Parcel Three to provide the required 32 parking spaces for the proposed heavy industrial use. Per Section 18.86.040, off-site parking permits shall be granted administratively by the Zoning Administrator. With the new requirement to add a sidewalk along the project frontage and improve Fire access, the proposal will be short of the required parking by six spaces and would require a parking variance. Additionally, the project proposal includes a variance request for the required front setback and landscaping in the Heavy Industrial Zoning district for Parcel One as the existing building is built to the property line and a variance for required landscaping for Parcel Three to accommodate the new sidewalk. The project was reviewed by applicable City departments at the Project Clearance Committee meeting on May 23, 2023. The property owner has worked with the City departments to develop a phased approach for the construction of the project and appropriate conditions of approval have been added (Attachment 3).

General Plan Conformance
The land use designation for site is currently Heavy Industrial that allows primarily manufacturing, refining, warehouse and distribution, and similar activities. Therefore, the proposed Rezoning from Planned Development (PD) to Heavy Industrial (MH) will be consistent with the General Plan.

Further, the proposed project is consistent with existing General Plan Policies as follows:

General Land Use Policies
· 5.3.1-P8: Work with property owners to improve or redevelop underutilized and vacant properties.
· 5.3.1-P9: Require that new development provide adequate public services and facilities, infrastructure, and amenities to serve the new employment or residential growth.

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23-666 Agenda Date: 6/14/2023
The project would revamp the vacant and underutilized property by locating a new Quality Metal Spinning business. The project site is located in an urban environment surrounded by primarily industrial uses and is served by existing public services, facilities, infrastructure, and amenities. The proposal will make necessary infrastructure upgrades to serve the new use.

Office and Industrial Land Use Policies
· 5.3.5
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P1 Work with existing Santa Clara businesses to retain and expand employment opportunities and strengthen the existing tax base.
· 5.3.5
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P11 Construct sidewalks in industrial areas, with priority along streets served by existing or planned transit services.
· 5.3.5
‐
P16 Protect the industrial land use designations from incompatible uses in order to maintain the City’s strong fiscal health and quality services that are supported by new businesses and technologies and retention of well
‐
established existing businesses.

The proposed business would have up to 35 employees, providing employment opportunities in Santa Clara. The project has a condition of approval to construct a sidewalk along Mathew Street.

The proposed heavy industrial use will be consistent with the industrial land use designation for the parcel.

Zoning Conformance
The project site is zoned PD with specific conditions of approval restricting the use of Parcel One to warehouse use or a soccer recreational facility. The proposed rezone to MH from PD would allow for heavy industrial use, which was the original use at this site. The project site consists of two parcels (224-03-086 and 224-03-000) that will meet all the regulations listed in Chapter 18.50 Heavy Industrial Zoning District except the required front setback and landscaping. The MH Zoning district requires a front setback of 15 feet and a minimum of ten feet of the required front yard to be maintained as open landscape area. The existing buildings on ‘Parcel One’ (700 Mathew Street; 224- 03-086) are constructed with zero front setback and do not provide the required landscaping.

Similarly, ‘Parcel Three’ does not meet the ten feet landscaping requirement of the MH zoning district.

The proposal includes a request for a variance from Sections 18.50.080 Front Setback and

18.50.120(a) Landscaping of the zoning code.

The project site will be accessed through a 26-foot wide circular driveway. A five-foot wide sidewalk meandering around the existing transmission poles will be constructed along the project frontage along Mathew Street behind the existing landscaping fronting the site. Per Section 18.74.020(h)(3) (A), the proposed use will require 32 parking spaces at a ratio of 1 space per 1,500 square feet of floor area. The project provides 26 parking spaces and would therefore require a Variance for Parking.

Variance Request
In order to grant a Variance, the Planning Commission must make the findings listed in the Zoning Code (SCCC Section 18.108.040). The Zoning Code limits granting of Variances to situations where the peculiar physical characteristics of a site would make it difficult to develop consistent with standard regulations. A Variance may be granted in order to enable the development of a disadvantaged property at the equivalent level of use enjoyed by nearby properties in the same zone.

The subject site has an unusual condition in that the Rezoning and Tentative Map approval in 2005 City of Santa Clara Printed on 6/9/2023Page 3 of 5
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23-666 Agenda Date: 6/14/2023
created a substandard condition for front setback and landscaping in that the building on Parcel One is built at the front property line thereby not allowing for a setback or landscaping. Additionally, the existing buildings were constructed in the 70’s with reduced parking. The proposed use would repurpose the existing industrial site and the variance is necessary for the preservation and enjoyment of the substantial property rights of the owner.

The Variance is recommended for approval by the Planning Commission, but would only become effective in the event that the City Council approves the proposed rezoning. If the City Council declines to approve the rezoning, the Variance resolution will be null and void. If the City Council approves the rezoning, then the Variance resolution shall become effective on the effective date of the rezoning.

Conclusion
The project site is located in a heavy industrial neighborhood originally zoned MH and developed with industrial buildings and uses. Therefore, the proposed project to rezone the property to MH meets the purpose and intent of the Zoning Code and is in conformance with the General Plan designation of Heavy Industrial.

ENVIRONMENTAL REVIEW
The proposed project is categorically exempt from the California Environmental Quality Act (“CEQA”) per CEQA Guidelines section 15301 (Class 1 - “Existing Facilities”), because the proposal involves interior remodel and exterior modifications to the site without expanding the existing buildings.

FISCAL IMPACT
There is no fiscal impact to the City for processing the requested application other than administrative time and expense typically covered by processing fees paid by the applicant.

COORDINATION
This report has been coordinated with the City Attorney’s Office.

PUBLIC CONTACT
On June 1, 2023, a notice of public hearing on this item was posted in three conspicuous locations within 300 feet of the project site and mailed to property owners within 300 feet of the project site. At the time of this staff report, Planning staff has not received public comments in support or opposition to the proposed project.

RECOMMENDATION

1. Approve the use of the Class I Categorical Exemption per Section 15301, Existing Facilities of the CEQA Guidelines;

2. Adopt a resolution approving the Variance for front setback, landscaping, and parking, including the required findings; and

3. Adopt a resolution recommending City Council approve the Rezone from Planned Development (PD) to Heavy Industrial (MH) for the property located at 700 Mathew Street, subject to conditions of approval.

Prepared by: Nimisha Agrawal, Senior Planner
Reviewed by: Alexander Abbe, Assistant City Attorney
Approved by: Lesley Xavier, Planning Manager
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23-666 Agenda Date: 6/14/2023

ATTACHMENTS

1. Resolution recommending approval for Rezone

2. Resolution approving the Variance

3. Conditions of Approval

4. Applicant Statement of Justification and Operational Plan

5. Development Plans
City of Santa Clara Printed on 6/9/2023Page 5 of 5
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Resolution/ 700 Mathew Street - Rezoning Page 1 of 4
Rev. / Typed 12-2-22
RESOLUTION NO. __________

A RESOLUTION OF THE PLANNING COMMISSION OF THE

CITY OF SANTA CLARA , CALIFORNIA , RECOMMENDING

THAT THE CITY COUNCI L APPROVE A REZONING FROM

PLANNED DEVELOPMENT (PD) TO HEAVY INDUSTRIAL (MH)

TO ALLOW THE PROPOSED USE OF HEAVY INDUSTRIAL AT
700 MATHEW STREET, SANTA CLARA

(File No. PLN23-00054- Rezoning and Variance)

BE IT RESOLVED BY THE PLANNING COMMISSION OF THE CITY OF SANTA CLARA AS FOLLOWS:

WHEREAS, on February 16, 2023, Brian Brown with HPC Architecture (“Applicant”), on behalf of Andrew Czisch with QMS Shields (“Owner”) filed an application (PLN23 -00054) for the 64,989 square foot site consisting of two contiguous parcels (APN: 224-03-086 and 224-03-000) located at 700 Mathew Street with a surface parking lot and two one -story industrial buildings totaling 38,535 square feet (“Project Site”)’;
WHEREAS, the General Plan land use designation for the Project Site is Heavy Industrial, and it is zoned Planned Development (PD);
WHEREAS, the Project Site is developed with two industrial buildings that were previously occupied by a recreation business, ‘Off the Wall Soccer’, warehouse, and surface parking; WHEREAS, the Property Owner applied to rezone the Project Site from Planned Development (PD) to Heavy Industrial (MH) to allow the existing buildings to be used for a heavy industrial business (“Project”) as shown on the development plans, attached hereto and incorporated herein by reference;
WHEREAS, the Project is Categorically Exempt from formal environmental review per Section 15301, Class 1 “Existing Facilities” of the Guidelines of the California Environmental Quality Act (“CEQA”), which applies to small additions and minor modifications to existing facilities. Here the proposal involves a small mezzanine addition inside the building without changing the building footprint and site improvements, and would have negligible effects on the environment; Resolution/ 700 Mathew Street - Rezoning Page 2 of 4
Rev. / Typed 12-2-22
WHEREAS, on June 1 , 2023, the notice of meeting date for this item was posted in three conspicuous locations within 300 feet of the Project Site and mailed to property owners within a 300 foot radius of the Project Site for the Planning Commission hearing on June 14, 2023; and, WHEREAS, on June 14, 2023, the Planning Commission held a duly noticed public hearing to consider the Variance application, during which the Planning Commission invited and considered any and all verbal and written testimony and evidence offered in favor of and in opposition to the proposed Project.

NOW THEREFORE, BE IT FURTHER RESOLVED BY THE PLANNING COMMISSION OF THE CITY OF SANTA CLARA AS FOLLOWS:

1. That the Planning Commission hereby finds that the above Recitals are true and correct and by this reference makes them a part hereof.

2. That the Planning Commission hereby recommends that the City Council rezone the Project Site from Planned Development (PD) to Heavy Industrial (MH) to allow the existing buildings on the project site to be used for a heavy industrial business; as depicted on the attached Illustration Plan, incorporated herein by this reference. //

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Resolution/ 700 Mathew Street - Rezoning Page 3 of 4
Rev. / Typed 12-2-22

3. Effective date. This resolution shall become effective immediately.

I HEREBY CERTIFY THE FOREGOING TO BE A TRUE COPY OF A RESOLUTION PASSED

AND ADOPTED BY THE PLANNING COMMISSION OF THE CITY OF SANTA CLARA, CALIFORNIA, AT A SPECIAL MEETING THEREOF HELD ON THE 14th DAY OF JUNE 2023, BY THE FOLLOWING VOTE:

AYES: COMMISSIONERS:

NOES: COMMISSIONERS:

ABSENT: COMMISSIONERS:

ABSTAINED: COMMISSIONERS:

ATTEST:

ANDREW CRABTREE

DIRECTOR OF COMMUNITY DEVELOPMENT

CITY OF SANTA CLARA

Attachments Incorporated by Reference:

1. Development Plans
Resolution/ 700 Mathew Street - Variance Page 1 of 4
Rev. / Typed 12-2-22
RESOLUTION NO. __________

A RESOLUTION OF THE PLANNING COMMISSION OF THE

CITY OF SANTA CLARA , CALIFORNIA , APPROVING A

VARIANCE FOR THE FRONT SETBACK , REQUIRED

LANDSCAPING AND PARK ING TO ALLOW THE PROPOSED
USE OF HEAVY INDUSTR IAL AT 700 MATHEW STREET ,

SANTA CLARA
(File No. PLN23-00054- Rezoning and Variance)

BE IT RESOLVED BY THE PLANNING COMMISSION OF THE CITY OF SANTA CLARA AS FOLLOWS:

WHEREAS, on February 16, 2023, Brian Brown with HPC Architecture (“Applicant”), on behalf of Andrew Czisch with QMS Shields (“Owner”) filed an application (PLN23 -00054) requesting a Variance for the property located at 700 Mathew Street (APN: 224-03-086 and 224 -03-000) (“Project Site”) in the City of Santa Clara;
WHEREAS, the General Plan land use designation for the Project Site is Santa Clara Station Heavy Industrial;
WHEREAS, the Project Site is zoned Planned Development (PD); WHEREAS, the Project Site is developed with two industrial buildings that were previously occupied with a recreation business, ‘Off the Wall Soccer’, warehouse and surface parking; WHEREAS, the Property Owner has submitted an application for a Variance (“Project”) to Section

18.50.080 of the City Code to allow a zero front setback, where 15 feet is required, a Variance to Section 18.50.120(a) of the City Code’s landscaping requirement for the first minimum of ten feet of the required front yard to be maintained as open landscape area, and a Variance from Section

18.74.020(h)(3)(A) of the City Code for reduced parking of 26 spaces where 32 parking spaces are required to allow the existing buildings to be used for a heavy industrial business; WHEREAS, the Project is Categorically Exempt from formal environmental review per Section 15301, Class 1 “Existing Facilities” of the Guidelines of the California Environmental Quality Act (“CEQA”), which applies to small additions and minor modifications to existing facilities. Here the Resolution/ 700 Mathew Street - Variance Page 2 of 4
Rev. / Typed 12-2-22
proposal involves a small mezzanine addition inside the building without changing the building footprint and site improvements and would have negligible effects on the environment; WHEREAS, on June 1 , 2023, the notice of meeting date for this item was posted in three conspicuous locations within 300 feet of the Project Site and mailed to property owners within a 300 foot radius of the Project Site for the Planning Commission hearing on June 14, 2023; and, WHEREAS, on June 14, 2023, the Planning Commission held a duly noticed public hearing to consider the Variance application, during which the Planning Commission invited and considered any and all verbal and written testimony and evidence offered in favor of and in opposition to the proposed Variance.

NOW THEREFORE, BE IT FURTHER RESOLVED BY THE PLANNING COMMISSION OF THE CITY OF SANTA CLARA AS FOLLOWS:

1. That the Planning Commission hereby finds that the above Recitals are true and correct and by this reference makes them a part hereof.

2. That the Planning Commission hereby approves the Variance to the Heavy Industrial (MH) zoning regulations and parking regulations to allow the existing buildings on the project site to be used for a heavy industrial business; as depicted on the attached Illustration Plan and subject to the attached Conditions of Approval, all of which are incorporated herein by this reference.

3. That pursuant to SCCC Section 18.108.040, the Planning Commission hereby makes the following findings related to the Variance request:

A. That there are special conditions and extraordinary circumstances applicable to the property involved or its intended uses and which were not created by the owner or his/her tenant, in that the Rezoning and Tentative Map approval in 2005 for the project site created a substandard condition for front setback and landscaping, and that a parking variance was also approved at that time.

B. That the granting of the Variance is necessary for the preservation and enjoyment of substantial property rights of the petitioner, in that it would allow the rehabilitation of the existing Resolution/ 700 Mathew Street - Variance Page 3 of 4
Rev. / Typed 12-2-22
underutilized site that is almost fully built out by existing buildings and is significantly constraint in the approved use of recreation soccer or warehouse through the PD approval.

C. That literal enforcement of the provisions of the Heavy Industrial Zoning district and parking regulations would result in unnecessary hardship inconsistent with the spirit and intent of the zoning code, in that the project utilizes the existing footprint of the industrial buildings to establish a heavy industrial business consistent with the General Plan land use designation of Heavy Industrial.

D. That the granting of such Variance shall not, under the circumstances of the particular case, materially affect adversely the health, safety, peace, comfort or general welfare of persons residing or working in the neighborhood of the applicant’s property, and will not be materially detrimental to the public welfare or injurious to property or improvements in said neighborhood, in that the proposal would allow the adaptive reuse of the existing vacant industrial buildings, site improvements and better connectivity to the neighborhood. ///
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Resolution/ 700 Mathew Street - Variance Page 4 of 4
Rev. / Typed 12-2-22

4. Effective date. This project comprises two entitlements: the variance approved by this resolution, and a separate rezoning to be approved by the City Council. This resolution shall become effective only in the event that the City Council approves that rezoning. If the City Council declines to approve the rezoning, this resolution shall be null and void. If the City Council approves the rezoning, then this resolution shall become effective on the effective date of the rezoning.

I HEREBY CERTIFY THE FOREGOING TO BE A TRUE COPY OF A RESOLUTION PASSED

AND ADOPTED BY THE PLANNING COMMISSION OF THE CITY OF SANTA CLARA, CALIFORNIA, AT A SPECIAL MEETING THEREOF HELD ON THE 14th DAY OF JUNE 2023, BY THE FOLLOWING VOTE:

AYES: COMMISSIONERS:

NOES: COMMISSIONERS:

ABSENT: COMMISSIONERS:

ABSTAINED: COMMISSIONERS:

ATTEST:

ANDREW CRABTREE

DIRECTOR OF COMMUNITY DEVELOPMENT

CITY OF SANTA CLARA

Attachments Incorporated by Reference:

1. Conditions of Approval

2. Development Plans
________________________________________________________________________________ 700 Mathew Street PLN23-00054
Conditions of Approval Planning Commission June 14, 2023

CONDITIONS OF APPROVAL

GENERAL
A. 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.

B. Comply with all applicable codes, regulations, ordinances and resolutions.

ATTORNEY’S OFFICE
A. The Developer 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, attorneys' fees, injuries, costs, and liabilities arising 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 developer's project.

COMMUNITY DEVELOPMENT

BUILDING DIVISION
BD1. 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.

BD2. The construction permit application drawings submitted to the Santa Clara Building Division shall include Santa Clara Valley Urban Runoff Pollution Prevention Program Low Impact Development (LID) practices http://www.scvurppp-w2k.com/nd_wp.shtml. All projects that disturb more than one acre, or projects that are part of a larger development that in total disturbs more than one acre, shall comply with the Santa Clara Valley Urban Runoff Pollution Prevention Program Best Management Practices (BMP): http://www.scvurppp-w2k.com/construction_bmp.shtml, and shall provide a Storm Water Pollution Prevention Plan (SWPPP) by a certified Qualified SWPPP Developer (QSD). All site drainage and grading permit applications submitted to the Santa Clara Building Division shall include a city of Santa Clara "C3" data form, available on this web page:
• https://www.santaclaraca.gov/our-city/departments-g-z/public-works/environmental- programs/stormwater-pollution-prevention and will be routed to a contract consultant for review.

BD3. No construction code review or analysis is being done at this time. The construction permit application drawings submitted to the Santa Clara Building Division shall include an overall California Building Code analysis, including; 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). -Noncombustible exterior wall, floor, and roof finishes are strongly encouraged.
• During construction retaining a single company to install all fire rated penetrations is highly recommended.
• The grade level lobbies shall be min.1 hour rated all sides and above. • All stair shafts shall be min. 1 hour rated.
• All elevator shafts shall be min. 1 hour rated.
• All trash chute shafts shall be min. 1 hour rated.
________________________________________________________________________________ 700 Mathew Street PLN23-00054
Conditions of Approval Planning Commission June 14, 2023 • Recommendation: provide a minimum of two trash chutes; one for recyclables, one for trash, each trash chute to be routed down to a grade level trash collection room. • Any trash rooms shall be min. 1 hour rated all sides and above.

BD4. 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.

BD5. Temporary Certificates of Occupancy 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.

BD6. See Title 15 of the Santa Clara City Code for any amendments to the California Building Codes.

PLANNING DIVISION
P1. Any modification to the approved statement of operations shall require an amendment to the use permit subject to Planning Commission review and approval prior to commencement of any new or modified business operation.

P2. Any new or existing lighting shall be adequately addressed in the interest of safety and sensitivity to nearby properties.

P3. The existing landscape cover shall be maintained and supplemented with new ground cover/plants matching the existing. Additionally, the existing irrigation system shall be maintained, and necessary repairs shall be made to help sustain the ground cover on the property.

P4. The business owner shall be responsible for collection and pick-up of all trash and debris on-site and adjacent public right-of-way.

P5. Rooftop equipment, if any, shall be screened.

P6. Incorporate Best Management Practices (BMPs) into construction plans and incorporate post construction water runoff measures into project plans in accordance with the City’s Urban Runoff Pollution Prevention Program standards prior to the issuance of permits, including the disconnection of roof downspouts to drain over landscaped yards on site.

P7. Submit plans for final architectural review to the Planning Division and obtain architectural approval prior to issuance of building permits. Said plans to include, but not be limited to site plans, floor plans, elevations, landscaping, lighting and signage. Landscaping installation shall meet City water conservation criteria in a manner acceptable to the Director of Planning and Inspection. Lighting details shall be provided as part of the Architectural Review for the project and shall be designed and maintained to avoid light trespass and reflect away from residential properties and public streets.

P8. 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.

P9. Provide trash enclosure, the location and design of which shall be approved by the Director of Planning and Inspection prior to issuance of any building permits. Commercial, industrial, and multi-family residential buildings must have enclosures for solid waste and recycling containers. The size and shape of the enclosure(s) must be adequate to serve the estimated solid waste and recycling needs and size of the building(s) onsite and should be designed and located on the property so as to allow ease of access by collection vehicles. As a general rule, the size of the enclosure(s) for the recycling containers should be similar to the size of the trash enclosure(s) provided onsite. Roofed enclosures ________________________________________________________________________________ 700 Mathew Street PLN23-00054
Conditions of Approval Planning Commission June 14, 2023 with masonry walls and solid metal gates are the preferred design.

P10. Use shall operate in a manner such that it does not create a public or private nuisance.

FIRE
F1. Prior to 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:
a. Department of Toxic Substances Control (DTSC);
b. State Water Resources Control Board; or
c. Santa Clara County, Department of Environmental Health. d. 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.

F2. Prior to Building Permit Issuance, a Hazardous Materials Inventory Statement is required to be submitted and reviewed.

F3. 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.

F4. 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.

F5. Prior to Building Permit Issuance, a separate construction permit for fire hydrants shall be obtained from the fire department. 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 will be required.

F6. Prior to the issuance of the Building Permit, a construction permit from the fire department apparatus access roads is required to be submitted for review and approval. Roadways must be provided to comply with all the following requirements:
a. 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 project-specific 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 agreed to during the planning stage. A formal alternate means permit is needed to document that and needs to be submitted concurrently with the Building Plans.
b. The parking garage fire department drive-thru shall have a minimum vertical clearance of not less than 16 feet. For all other areas, the “minimum” unobstructed vertical clearance shall not be less than 13 feet 6 inches.
c. The “minimum” width of aerial roadways for aerial apparatus is 26 feet. ________________________________________________________________________________ 700 Mathew Street PLN23-00054
Conditions of Approval Planning Commission June 14, 2023 d. The minimum inside turning radius shall be 30 feet, and minimum outside of 56 feet. e. The “minimum” width of roadways for aerial apparatus is 26 feet. Ariel access roadways shall be located a minimum of 15 feet and a maximum of 30 feet from the protected building. f. 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.
g. Fire apparatus access roadways shall be all-weather surface(s) designed to support a gross vehicle weight of 75,000-pounds.
h. Trees at full development must not exceed 30’ 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 case-by-case to ensure they do not obstruct aerial and ground ladder access. Exception: Existing Redwoods trees around the perimeter of the proposed parking garage.
i. 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.
j. 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.
k. Prior to Building Permit Issuance, 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.

F7. 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 and approved during the PCC process. The AMM permit is formally documenting that and still needs to be submitted. Conversely, mitigation methods may have not been specified during the PCC process in which case the AMM permit will be evaluated at the Building Permit phase. Due to this building being a change of occupancy, any alternate means permit approved will need to have any mitigation methods completed before occupancy of the building.

PUBLIC WORKS

ENGINEERING
E1. 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. 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. ________________________________________________________________________________ 700 Mathew Street PLN23-00054
Conditions of Approval Planning Commission June 14, 2023 E3. 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.

E4. Construct minimum 5’ ADA compliant sidewalk and driveways along entire frontage.

E5. 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.

E6. Dedicate new public utility easement and vacate existing public utility easement so there is no encroachment of existing building into easement.

E7. Submit Vehicle Miles Travel and vehicle trip calculations in accordance with the City transportation policy https://www.santaclaraca.gov/our-city/departments-g-z/public-works/engineering/traffic- engineering/transportation-analysis-policy-update
E8. Landscape improvements within 10 feet of a driveway must be less than 3 feet or greater than 10 feet per City Standard Detail TR-9.

E9. All on-site structures must be clear of Driveway Visibility Clearance Areas per City Standard Detail TR -

9. E10. Trash collection shall be conducted on-site.

E11. Design and construct minimum 5-foot wide sidewalk along project frontage. A minimum 4-foot clearance around obstructions in sidewalk is required.

E12. Design and construct driveway in accordance with City Standard Detail ST-8.

E13. Traffic improvements must comply with the City of Santa Clara Standard Specifications for Public Works Construction
E14. Bicycle parking shall be 2 Class I spaces (1 per 20 employees) and 10 Class II spaces (1 per 5,000 s.f.) per VTA Bicycle Technical Guidelines.

E15. Class I and Class II bicycle parking, as defined in SCMC 18.74.075, shall be conveniently accessible from the street, within 200 feet of a building entrance and/or highly visible areas.

STREETS DIVISION
Right of Way Landscape
L1. Include City of Santa Clara Tree Preservation/City Arborist specifications on all improvement plans.

L2. No removal or cutting of any part of trees in the ROW, 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).

L3. Trees that are removed from City ROW are subject to a 2:1 replacement. If replacement ratio can’t be met, a tree planting fee shall be paid by the developer.

L4. Identified 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.

L5. All approved landscaping shall be maintained by the development.

Solid Waste
SW1. 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. 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. ________________________________________________________________________________ 700 Mathew Street PLN23-00054
Conditions of Approval Planning Commission June 14, 2023 SW3. 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. 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.

SW5. 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.

SW6. 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.

SW7. All refuse from all residential, commercial, industrial and institutional properties within the city shall be collected at least once a week, unless otherwise approved in writing (SCCC 8.25.120). All project shall submit to the Public Works Department the preliminary refuse service level assessment for approval.

Stormwater
ST1. 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.

ST2. Developer shall install an appropriate stormwater pollution prevention message such as “No Dumping – Flows to Bay” on any storm drains located on private property.

ST3. Full Trash capture devices shall be installed in any site drain that is not part of a stormwater biorentention treatment area that connects to the City’s stormdrain system. Devices installed shall meet the State Water Resources Control Board standard and manufacturer and type shall be chosen from the
State Water Resources Control Board’s Certified Full Capture System List of Trash Treatment Control Devices.

ST4. Interior floor drains shall be plumbed to the sanitary sewer system and not connected to the City’s storm drain system.

ST5. Floor drains within trash enclosures shall be plumbed to the sanitary sewer system and not connected to the City’s storm drain system.

ST6. 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.

ST7. The use of architectural copper is discouraged. If such material is used, all wastewater generated by the installation, cleaning, treating, or washing of the surface of copper architectural features, including copper roofs, shall not be discharged to the City’s storm drain system.

SILICON VALLEY POWER
SVP1. Applicant has a separate permit BLD22-65860 for the electrical upgrades to this building. As part of this permit a developers work drawing will be require for new conduits/infrastructure along the frontage. This may be completed with an SVP estimator or through the applicant design process. Please reach out to your key customer representative “Ashley Sterling <[email protected]>” if you wish to proceed with the applicant design process.
________________________________________________________________________________ 700 Mathew Street PLN23-00054
Conditions of Approval Planning Commission June 14, 2023 SVP2. Loads for the parcel are not to exceed 2.5MVA cumulatively between the two services.

SVP3. Clearances: (Make sure job notes do not conflict with SVP clearance requirements) a. EQUIPMENT
i. Ten (10) foot minimum clearance is required in front of equipment access doors. (UG1000 sheet 11)
ii. Five (5) foot minimum clearance from pad is required on sides without equipment access doors. (UG1000 sheet 11)
iii. Eighteen (18) foot minimum width, shall be provided and maintained on one side of the equipment pad to allow an electric dept. line truck to drive up next to the pad for installation and maintenance of equipment. (UG1000 Sheet 11). iv. Barrier pipes are required only on sides accessible to vehicles. (UG1000 Sheet 12).

1. Thirty (30) inches from side of equipment sides.

2. Forty Eight (48) inches in front of access doors.
a. Barrier Pipes in front of access doors shall be removable. b. CONDUITS
i. Five (5) foot minimum longitudinal clearance between new conduits or piping systems (open trench installation) and any existing or proposed SVP conduit system. This is for longitudinal. (UG1250 sheet 5)
ii. Twelve (12) inch minimum vertical clearance between new conduit/pipes installed perpendicular to existing SVP conduits for open trench installations. (UG1000 sheet 36, UG1250 Sheet 6)
iii. Three (3) foot six (6) inches clearance is required from poles for open trench installation.

Exceptions are for riser conduit. (UG1250 Sheet 7)
iv. Three (3) foot minimum clearance is required between sign posts, barrier pipes or bollards, fence posts, and other similar structures. ( UG1250 sheet 10). v. Five (5) foot minimum from new splice boxes, pull boxes, manholes, vaults, or similar subsurface facilities. (UG1000 sheet 8)
vi. Five (5) foot minimum clearance from walls, footings, retaining wall, landscape planter, tree root barrier or other subsurface wall or structure. (UG1250 sheet 9). vii. Five (5) foot minimum clearance is required between fire hydrant thrust block. The thrust block extends 5’ foot on either side of the fire hydrant in line with the radial water pipe connected to the hydrant.
c. VAULTS/MANHOLES
i. Ten (10) foot minimum clearance is required between adjacent Vaults or Manholes. ii. Five (5) foot minimum clearance is required between adjacent conduits. iii. Minimum 36” from face of curb, or bollards required. d. Poles (Electrolier, Guy Stub poles, service clearance poles, self-supporting steel poles and lighting poles.)
i. Three (3) foot six (6) inches clearance is required from poles for open trench installation.

Exceptions are for riser conduit. (UG1250 Sheet 7)
e. Guy Anchors
i. Five (5) foot minimum clearance is required between center of anchor line and any excavation area. (UG1250 sheet 15).
f. Trees
i. OH 1230 for Overhead Lines
ii. SD 1235 for Tree Planting Requirements near UG Electric Facilities SVP4. Reference listed SVP standards for clearances.
a. 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 ________________________________________________________________________________ 700 Mathew Street PLN23-00054
Conditions of Approval Planning Commission June 14, 2023 SVP5. Prior to submitting any project for Electric Department review, applicant shall provide a site plan showing all existing utilities, structures, easements and trees. Applicant shall also include a “Load Survey” form showing all current and proposed electric loads. A new customer with a load of 500KVA or greater or 100 residential units will have to fill out a “Service Investigation Form” and submit this form to the Electric Planning Department for review by the Electric Planning Engineer. Silicon Valley Power will do exact design of required substructures after plans are submitted for building permits.

SVP6. The Developer shall provide and install electric facilities per Santa Clara City Code chapter 17.15.210.

SVP7. Electric service shall be underground. See Electric Department Rules and Regulations for available services.

SVP8. 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.

SVP9. Underground service entrance conduits and conductors shall be “privately” owned, maintained, and installed per City Building Inspection Division Codes. Electric meters and main disconnects shall be installed per Silicon Valley Power Standard MS-G7, Rev. 2.

SVP10. The developer shall grant to the City, without cost, all easements and/or right of way necessary for serving the property of the developer and for the installation of utilities (Santa Clara City Code chapter

17.15.110).

SVP11. If the “legal description” (not “marketing description”) of the units is condominium or apartment, then all electric meters and services disconnects shall be grouped at one location, outside of the building or in a utility room accessible directly from the outside. If they are townhomes or single-family residences, then each unit shall have it’s 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.

SVP12. If transformer pads are required, City Electric Department requires an area of 17’ x 16’-2”, which is clear of all utilities, trees, walls, etc. This area includes a 5’-0” area away from the actual transformer pad. This area in front of the transformer may be reduced from a 8’-0” apron to a 3’-0”, providing the apron is back of a 5’-0” min. wide sidewalk. Transformer pad must be a minimum of 10’-0 from all doors and windows, and shall be located next to a level, drivable area that will support a large crane or truck.

SVP13. All trees, existing and proposed, shall be a minimum of five (5) feet from any existing or proposed Electric Department facilities. Existing trees in conflict will have to be removed. Trees shall not be planted in PUE’s or electric easements.

SVP14. Any relocation of existing electric facilities shall be at Developer’s expense.

SVP15. Electric Load Increase fees may be applicable.

SVP16. The developer shall provide the City, 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 City shall accept the work. Developer shall further install at his cost the service facilities, consisting of service wires, cables, conductors, and associated equipment necessary to connect a customer to the electrical supply system of and by the City. After completion of the facilities installed by developer, 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 (Santa Clara City Code chapter 17.15.210 (2)).

SVP17. Electrical improvements (including underground electrical conduits along frontage of properties) may be required if any single non-residential private improvement valued at $200,000 or more or any series of
non-residential private improvements made within a three-year period valued at $200,000 or more (Santa Clara City Code Title 17 Appendix A (Table III)).

SVP18. 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. ________________________________________________________________________________ 700 Mathew Street PLN23-00054
Conditions of Approval Planning Commission June 14, 2023 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.

SVP19. Encroachment permits will not be signed off by Silicon Valley Power until Developers Work substructure construction drawing has been completed.

SVP20. All SVP-owned equipment is to be covered by an Underground Electric Easement (U.G.E.E.) This is different than a PUE. Only publically-owned dry utilities can be in a UGEE. Other facilities can be in a joint trench configuration with SVP, separated by a 1’ clearance, providing that they are constructed simultaneously with SVP facilities. See UG 1000 for details.

SVP21. Proper clearance must be maintained from all SVP facilities, including a 5’ clearance from the outer wall of all conduits. This is in addition to any UGEE specified for the facilities. Contact SVP before making assumptions on any clearances for electric facilities.

SVP22. Transformers and Switch devices can only be located outdoors. These devices MAY be placed 5’ from an outside building wall, provided that the building wall in that area meets specific requirements. (See UG 1000 document for specifics) EXAMPLE: If there are any doors, windows, vents, overhangs or other wall openings within 5’ of the transformer, on either side, then the transformer MUST be 10’ or more away from the building. These clearances are to be assumed to be clear horizontally 5’ in either direction and vertically to the sky.

SVP23. All existing SVP facilities, onsite or offsite, are to remain unless specifically addressed by SVP personnel by separate document. It is the Developers responsibility to maintain all clearances from equipment and easements. Developer to contact SVP outside of the PCC process for clear definitions of these clearance requirements. Developer 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.

SVP24. SVP does not utilize any sub-surface (below grade) devices in its system. This includes transformers, switches, etc.

SVP25. 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.

SVP26. High Rise Metering and Multi-Floor Infrastructure Requirements a. Refer to UG0250 – High Density Residential Metering Requirements b. Refer to FO-1901 – Fiber Optic Splicing and Testing Methods SVP27. 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.

SVP28. Applicant is advised to contact SVP (CSC Electric Department) to obtain specific design and utility requirements that are required for building permit review/approval submittal. Please provide a site plan to Leonard Buttitta at 408-615-6620 to facilitate plan review.

SVP29. In events where electric load demand exceeds 2MVA or service size exceeds 4000 Amps at 480V for a building, the Customer shall take service at 12KV. If electric load for a single metered location service exceeds 4.5MVA, additional 12KV service(s) may be provided. All 12KV utility connection points terminate at the Customer Switchgear. UGEE easement up to the Customer Switchgear is required, along with an 18’ drivable space. 10’ working clearance is required in front of and behind the switchgear. 5’ working clearance is required on the sides of the switchgear (with no panels). Customer 12KV Switchgear must be located outdoors on “real dirt” unless otherwise agreed upon with SVP. SVP owns and maintains the cable/conduit up to the customer switchgear.

SVP30. In events where electric service is provided at 120/208V or 277/480V the utility connection point is at the secondary compartment of SVP transformers. Customer owns and maintains the cable and conduits up to the SVP transformers.
________________________________________________________________________________ 700 Mathew Street PLN23-00054
Conditions of Approval Planning Commission June 14, 2023 SVP31. No cross-parcel distribution is allowed. SVP service points must be within the parcels that they serve.

WATER & SEWER
Conditions that are to be met with Phase 0
W1. Upgrade Fire Service Backflows: All existing backflows for all fire services that will remain shall be upgraded to meet the current City of Santa Clara Water & Sewer Utilities Standard Details. Plans shall show meter and backflow configurations to scale.

Conditions that are to be met with Phase 1
W2. City Standard Meters and Backflows: All remaining meters and backflows for all water services that will remain but have not been upgraded shall be upgraded to meet the current City of Santa Clara Water & Sewer Utilities Standard Details. Plans shall show meter and backflow configurations to scale.

W3. 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.

W4. Recycled Water Design: Each Recycled Water land use (irrigation, dual-plumbing, cooling system, industrial processes, etc.) shall have a separate metered service connection to the main. Applicant shall verify separations between all potable/fire lines and recycled water lines, pipe type, pipe depths, equipment types, warning lids, tags and signs.

W5. Onsite Recycled Water Review: The applicant shall submit all completed SBWR Proposed Use Request Applications to the Compliance Division of Water and Sewer Utilities at [email protected] for review and approval. All on-site recycled water plans shall be reviewed, approved, and signed by the City of Santa Clara, SBWR, and Department of Drinking Water.

All three entities must individually review and approve a plan set for Final Approval. Contact the Compliance Division of Water and Sewer Utilities via email or by phone at (408) 615-2002 for more information.

W6. On-site Recycled Water Construction: Construction and installation of all on-site recycled water system equipment shall not begin until the Compliance Division of Water and Sewer Utilities has approved the on-site recycled water design. Please note on-site designs are generally not the same as the Building Permit plans. On-site recycled water plans require SBWR and California State Water Resources Control Board, Division of Drinking Water signatures for final approval.

W7. On-site Recycled Water Inspection: Inspections are required at all on-site recycled water systems being installed prior to backfilling trenches or cover in walls and ceilings. Request a recycled water inspection by email [email protected] or call (408) 615-2002.

Please provide the site location, SBWR project ID, and date and time preferences. These inspections are in addition to the Building Permit inspections.

a. Need to verify separations between all potable/fire lines and recycled water lines, pipe type, pipe depths, equipment types, warning lids, tags and signs.

Conditions that are to be met with all Phases
W8. 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.

W9. 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. ________________________________________________________________________________ 700 Mathew Street PLN23-00054
Conditions of Approval Planning Commission June 14, 2023 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.

W10. 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.

W11. Separate Services: Applicant shall submit plans showing proposed water, recycled water, sanitary sewer, and fire services connected to a public main in the public right-of-way to the satisfaction of the Director of Water & Sewer Utilities. Different types of water and recycled water use (domestic, irrigation, 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.

W12. 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. All existing meters and backflows for all water services that will remain shall be upgraded to meet the current City of Santa Clara Water & Sewer Utilities Standard Details. Plans shall show meter and backflow configurations to scale.

W13. Existing Services: The applicant must indicate the disposition of all existing water and sewer services and mains on the plans. If existing services will be used, all existing meters and backflow devices shall be upgraded to meet current City standards. 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.

W14. 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.

W15. 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).

W16. 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 California native, non- invasive, low water-using or moderate water-using. High water-using plants and nonfunctional turf are prohibited.

W17. 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 shall be permanently connected to the City’s recycled water supply.
________________________________________________________________________________ 700 Mathew Street PLN23-00054
Conditions of Approval Planning Commission June 14, 2023 W18. Easements: Prior to City’s issuance of Building or Grading Permits, the applicant shall provide a dedicated water utility easement around the backflow prevention device onsite. The water utility easement for the water services and all other public water appurtenances shall be a minimum 15 feet wide and be adjacent to the public right-of-way without overlapping any public utility easement.

Additionally, the applicant shall submit plans defining existing easements so Water Division can verify if there are any conflicts with proposed easements and water utilities.

W19. 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.

W20. 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.

W21. 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

________________________________________________________________________________ 700 Mathew Street PLN23-00054
Conditions of Approval Planning Commission June 14, 2023

QMS Owner’s Operation Summary

QMS – Quality Metal Spinning and Machining, Inc. is a sheet metal forming and CNC machining company which primarily manufactures machined products delivered on a contractual basis.

The property at 700 Mathew St. will be an expansion to the company’s current operations and will primarily support high volume / low mix production on machines with a large degree of automation. This automation allows for a reduced workforce when compared to traditional manufacturing methods.

There are two major manufacturing processes utilized for our production – Metal Spinning and CNC routing. The metal spinning process transforms sheet metal into round cylindrical shaped products. The CNC machining process is utilized for traditional “subtractive routing” of billet materials and further processing of the formed sheet metal into finished products.

The equipment utilized onsite includes metal spinning lathes and various CNC support equipment (laser cutting, milling and inspection equipment). Additional operational support includes air compressors, welding, deburring, ultrasonic cleaning and degreasing, forklifts, material handling, automated storage and vending equipment. The primary raw materials processed include aluminum, stainless steel and brass as well as other common materials and alloys.

Our operations do not require any high hazard materials. All chemicals used onsite are primarily standard lubricants for the equipment, mild degreasing and cleaning supplies, glycol and compressed gases (oxygen, argon, nitrogen and propane) - all well below the MAQ for this building type. The primary uses of the compressed gases are for shielding-gas for welding, laser cutting and packaging, and process heating for the metal spinning production process.

PHASE ‘0’ (August 2023 – February 2024):

This first phase will be limited to setup for the production line to deliver on a time-critical contract. The scope will require limited TI work with no alteration to the footprint or floorspace of the buildings. TI modifications including large openings in the exterior to bring in equipment and raw materials, a remodel of an existing space into a quality control room, repair/replacement of the existing floor inside the building, and an electrical service upgrade which in already in process thru an existing permit (submitted on 6/24/2022 - currently in review with SVP).

Footings for future equipment platforms and mezzanines will also be added at the owner’s risk with the hope of acquiring entitlement to build those structures at a future date under a separate permit. The work area in this phase would be limited to approximately half of building A and all of Building B. This would allow the company to start bringing in revenue from the property which is required to continue any additional development.

PHASE ‘1’ (May 2024 – November 2024):

This next phase would bring in additional equipment and utilize the remainder floorspace for both Building A and Building B. Further repair/ replacement of the floor in the building would be required along with new engineered footings for future equipment platforms and mezzanines.

PHASE ‘2’ (March 2027 – September 2027):

This subsequent phase would include the buildout of the elevated equipment platforms, mezzanines, recessed truck dock in Building B, additional restroom facilities and additional second floor office space. Office space would remain at/under 10% of the floorspace of the property.

STAFFING:

The company aims to run a 24-hour operation with the bulk of the employees working during the day, and a limited night shift primarily monitoring the automated equipment. The split would be roughly 70% to 80% of the employees working during the day with the remainder working the night shift. Day shift is generally from 6AM – 8PM with employees staggering the start times of their standard 8-hour workdays based upon specific responsibilities. Second shift would be 6PM – 8AM again with staggered start times.

Phase 0 would require approximately 8 employees split between the two shifts.

Phase 1 would increase to 16 employees.

Phase 2 would potentially increase to 20 employees, up to a max of 35 employees.

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REMOVE EXISTING

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REMOVE EXISTING

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CONFORM AT NEXT
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IN-PLACE.

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EXP. JOINT

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TO BE REPLACED.

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TO BE REMOVED.

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SEWER CLEANOUT TO BE
RESET TO GRADE.

REMOVE

EXISTING

FLAGPOLE
REMOVE

EXISTING

SITE LIGHT
REMOVE

EXISTING

SITE LIGHT

EXISTING

ELECTRICAL

LINE TO BE

ABANDON

IN PLACE

EXISTING DRIVEWAY
TO BE REPLACED.
4 SHEET

DATEBYREVISIONS DELTA

SHEETSOF
1731 Technology Drive, Suite 880 San Jose, CA 95110
t 408.286.4555 www.jmhweiss.comJAN 2023 5276DATE: DESIGNED: PROJECT NO.:CHECKED:NTBDJE 700 MATHEW STREET

SANTA CLARA, CALIFORNIA

DRAFT SET - NOT FOR CONSTRUCTION
1 C1.0

DEMOLITION LEGEND

DEMOLISH, UNLESS NOTED OTHERWISE (HATCH)

DEMOLISH, UNLESS NOTED OTHERWISE (LINE)
GENERAL DEMOLITION NOTES:

1. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY SIZES AND INVERTS. ANY DISCREPANCY BETWEEN THESE PLANS AND THE FIELD SHALL BE COMMUNICATED TO THE ENGINEER PRIOR TO DEMOLITION.

2. GAS, WATER, AND SANITARY SEWER SHOWN ON THIS PLAN FOR REFERENCE ONLY. CONTRACTOR SHALL CONTACT U.S.A. (UNDERGROUND SERVICE ALERT AT (800)-227-2600 FOR LOCATION OF ALL UTILITIES. THE

OWNER/CONTRACTOR MAY HIRE AN INDEPENDENT CONSULTANT TO LOCATE AND VERIFY ALL ONSITE UTILITIES AT THEIR OWN DISCRETION.

3. ALL WATER VALVES TO BE MARKED FOR LOCATION. CONTRACTOR TO MAINTAIN RECORD OF ALL EXISTING VALVES ON-SITE RELATED TO FIRE SUPPLY. NO HYDRANTS SHALL BE REMOVED UNLESS NOTED ON THIS PLAN.

SURVEY NOTES

1. ALL DISTANCES AND DIMENSIONS ARE SHOWN IN FEET AND DECIMALSTHEREOF.

2. DATE OF FIELD SURVEY: NOVEMBER 2022

3. BOUNDARY NOTE: THE PARCEL LINES SHOWN HEREON ARE THE RESULT OFA BOUNDARY SURVEY MADE IN CONFORMANCE WITH THE REQUIREMENTSOF THE PROFESSIONAL LAND SURVEYOR’S ACT.

4. INFORMATION REGARDING BOUNDARY AND EASEMENTS; NORTHSTARSURVEY RELIED ON THE INFORMATION PROVIDED IN THE PRELIMINARYTITLE REPORT ISSUED BY CHICAGO TITLE COMPANY, ORDER NO.98204915-982-EA-KC , DATED APRIL 26, 2022.

5. UTILITY NOTE: THE TYPES, LOCATIONS, SIZES AND/OR DEPTHS OF EXISTINGUNDERGROUND UTILITIES AS SHOWN ON THIS TOPOGRAPHIC SURVEY AREBASED ON NORTHSTAR UTILITY LOCATORS. NORTHSTAR PERFORMED THEUTILITY INVESTIGATION SERVICES USING INDUSTRY ACCEPTABLE METHODSTO DETERMINE THE APPROXIMATE HORIZONTAL POSITION AND DEPTH OFEXISTING UTILITIES ON THE SUBJECT SITE. ONLY ACTUAL EXCAVATION WILLREVEAL THE TYPES, EXTENT, SIZES, LOCATIONS AND DEPTHS OF SUCHUNDERGROUND UTILITIES. A REASONABLE EFFORT HAS BEEN MADE TOLOCATE AND DELINEATE ALL KNOWN UNDERGROUND UTILITIES. HOWEVER,GIVEN THE CURRENT TECHNOLOGICAL LIMITATIONS OF THE LOCATINGEQUIPMENT, A GUARANTEE AS TO ALL UTILITIES CANNOT BE MADE.

6. TREE LABELS: TREE LABELS REPRESENT THE DIAMETER OF THE TREETRUNK IN INCHES AT BREAST HEIGHT.

BASIS OF BEARING
THE BEARING OF N16°44'00"W OF THE CENTERLINE OF LAFAYETTE STREET, BETWEEN FOUND MONUMENTS, AS SHOWN ON THAT CERTAIN MAP RECORDED ON FEBRUARY 03, 2020 IN BOOK 929 OF MAPS AT PAGES 17 THROUGH 24, SANTA CLARA COUNTY RECORDS, WAS TAKEN AS THE BASIS OF BEARINGS FOR THIS SURVEY.

BENCHMARK
THE BENCHMARK USED FOR THIS SURVEY IS A CITY OF SANTA CLARA BENCHMARK, B-13, DESCRIBED AS VTA

ALUMINUM DISK, AT THE INTERSECTION OF LAFAYETTE STREET AND MARTIN AVENUE, SET IN THE SOUTHEAST CORNER RIGHT TURN ISLAND. CITY OF SANTA CLARA.

ELEV = 47.77 FEET (NAVD88 DATUM)DRIVEWAY AGREEMENTAGREEMENT BY AND BETWEEN THE CITY OF SANTA CLARA, CALIFORNIA AND GANGI BROTHERS PACKINGCOMPANY; COVENANT RUNNING WITH THE LAND TO DEFER INSTALLATION OF CITY STANDARD COMMERCIALDRIVEWAYS. PER N106 O.R. 0944 LEGEND

SYMBOLS & ABBREVIATIONS

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700 MATHEW STREET

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180' FIRE

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(CITY STD. ST-8)

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PER CITY STANDARD NO. 17

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4 SHEET

DATEBYREVISIONS DELTA

SHEETSOF
1731 Technology Drive, Suite 880 San Jose, CA 95110
t 408.286.4555 www.jmhweiss.comJAN 2023 5276DATE: DESIGNED: PROJECT NO.:CHECKED:NTBDJE 700 MATHEW STREET

SANTA CLARA, CALIFORNIA

DRAFT SET - NOT FOR CONSTRUCTION
C2.0
2 SEE SHEET C2.1

GRADING, DRAINAGE,
&U T I L I T YP L A N
CAUTION!

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WATER UTILITY SUMMARY
x EX. 6" FIRE SERVICE (FS) REPLACE EXISTING BACKFLOW DEVICE x EX. 2" DOMESTIC WATER (DOM.) KEEP.
x EX. 2" IRRIGATION (IRR.) KEEP.
x NEW 6" FIRE SERVICE (FS) 700 MATHEW STREET BUILDING 'B'. 4 SHEET

DATEBYREVISIONS DELTA

SHEETSOF
1731 Technology Drive, Suite 880 San Jose, CA 95110
t 408.286.4555 www.jmhweiss.comJAN 2023 5276DATE: DESIGNED: PROJECT NO.:CHECKED:NTBDJE 700 MATHEW STREET

SANTA CLARA, CALIFORNIA

DRAFT SET - NOT FOR CONSTRUCTION
C2.1
3 SEE SHEET C2.0

GRADING, DRAINAGE,
& UTILITY PLAN
CAUTION!

EXISTING GAS LINE
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SHEETSOF
1731 Technology Drive, Suite 880 San Jose, CA 95110
t 408.286.4555 www.jmhweiss.comJAN 2023 5276DATE: DESIGNED: PROJECT NO.:CHECKED:NTBDJE 700 MATHEW STREET

SANTA CLARA, CALIFORNIA

DRAFT SET - NOT FOR CONSTRUCTION
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SHEET TITLE
E0.0 ELECTRICAL GENERAL INFORMATION
E1.0S ELECTRICAL SITE PLAN
E5.0 ELECTRICAL ONE LINE DIAGRAM
E6.0 ELECTRICAL LOAD CALCULATION
3LEGEND
SCALE
NONE 1ABBREVIATIONS
SCALE
NONE5GENERAL NOTES
SCALE
NONE
2DRAWING INDEX
SCALE
NONE
# DESCRIPTION
1 PROVIDE ELECTRICAL WORK AS PER PLAN.
2 PROVIDE NEW UTILITY SERVICE EQUIPMENT FOR BUILDING A. 3 PROVIDE NEW UTILITY SERVICE EQUIPMENT FOR BUILDING B. # DESCRIPTION
1 ALL WORK SHALL BE DONE IN ACCORDANCE WITH 2019 CEC, 2019 CBC, 2019 CFC, 2019 CEC, PART 6 & 2019 T24, 2019 ADA STANDARDS FOR ACCESSIBLE DESIGN. 2 THE ELECTRICAL PLANS ARE SCHEMATIC IN NATURE AND ARE NOT INTENDED TO SHOW ALL OF THE ARCHITECTURAL DETAIL OR SPECIFICS OF ELECTRICAL CONSTRUCTION.

TAKE ALL DIMENSIONS FROM THE ARCHITECTURAL DRAWINGS.

PRIOR TO ROUGH-IN, CONTRACTOR TO REVIEW ALL SUBMITTALS OF EQUIPMENT PROVIDED BY OTHER TRADE AND MAKE NECESSARY ADJUSTMENTS.

CONTRACTOR TO PROVIDE PULL/SPLICE BOXES, CONDUIT BODIES (MOGUL) TO ALLOW CONDUIT INSTALLATION AND AVOID CONFLICT WITH OTHER TRADES. ALL FLOOR,WALL,

CEILING, ROOF PENETRATIONS SHALL BE COORDINATED WITH THE RESPECTIVE TRADES. PROVIDE REQUIRED FIRE CAULKING & PATCHING.
3 EXACT LOCATION OF DISCONNECT SWITCH, ROOF PENETRATIONS, LIGHTING FIXTURES, POINT OF CONNECTIONS, ETC. SHALL BE COORDINATED WITH OTHER TRADES OR APPLICABLE SHOP DRAWINGS (I.E. COORDINATE ELEVATOR PIT LIGHTING WITH

ELEVATOR SHOP DRAWINGS, COORDINATE HVAC DISCONNECT SWITCH WITH MECHANICAL DRAWINGS, ETC.)
4 ALL EQUIPMENT SHALL BE LISTED AND SHALL BE INSTALLED AS PER THEIR LISTINGS.

INSTALLATION INSTRUCTION FOR ALL UL LISTED EQUIPMENT SHALL BE MADE AVAILABLE

TO THE BUILDING INSPECTOR AT THE TIME OF INSPECTION, ALL DEVICES AND

EQUIPMENT INSTALLED OUTDOORS OR EXPOSED TO THE WEATHER SHALL BE OF WEATHERPROOF CONSTRUCTION. ALL RECEPTACLES SHALL COMPLY WITH THE LATEST

EDITION OF THE CEC, EVEN IF NOT SPECIFICALLY IDENTIFIED IN THE DRAWINGS (GFCI, AFCI, TAMPER RESISTANT, HOSPITAL GRADE, ETC.)
5 PROVIDE WIRING CONNECTIONS BETWEEN THE DISCONNECT SWITCH / VFD / CONTROLLER AND THE ASSOCIATED EQUIPMENT (I.E., FROM DISCONNECT SWITCH TO

EF POINT OF CONNECTION, FROM DISCONNECT SWITCH TO ELEVATOR CONTROLLER, ETC.). ALL CONNECTIONS TO MECHANICAL EQUIPMENT SHALL BE MADE WITH A FLEXIBLE

CONDUIT (WP AS REQUIRED) TO PREVENT SOUND AND VIBRATION TRANSMISSION TO THE STRUCTURE. PROVIDE REQUIRED MOUNTING SUPPORT HARDWARE FOR ALL EQUIPMENT (DISCONNECT SWITCH, CONTROLLER, VFD, ETC., U.N.O.). PROVIDE INDEPENDENT SUPPORT SYSTEM IF WALL MOUNTING IS NOT FEASIBLE OR ALLOWED.

ALL EQUIPMENT AND DEVICES (OUTLETS, SWITCHES, FIXTURES, ETC.) ARE SHOWN WITH

CORRESPONDING CIRCUIT NUMBERS, REQUIRED J-BOXES AND BRANCH CIRCUIT WIRING SHALL BE PROVIDED AND COORDINATED WITH THE ASSOCIATED PANEL SCHEDULE (I.E., 1-CKT = 1 HOT, 1-NEUTRAL & 1-GND).
6 RECESSED LIGHT FIXTURES INSTALLED WHERE THERE ARE INSULATIONS IS REQUIRED TO BE I.C. RATED. ALL LIGHT SWITCHES NOT WITHIN SIGHT OF THE LUMINAIRES SHALL

BE EQUIPPED WITH A PILOT LIGHT, EVEN IF NOT SPECIFICALLY SHOWN IN THE DRAWINGS.

PENDANT FIXTURES SHALL BE PROVIDED WITH SEISMIC SUPPORT WIRES SO AS NOT TO HIT ANYTHING ON A 45 DEGREE SWING AND AS REQUIRED BY AHJ.

ALL LIGHTING FIXTURES SHALL BE PROVIDED WITH REQUIRED MOUNTING HARDWARE AND REQUIRED SEISMIC SUPPORT WIRES.

COORDINATE WITH ARCHITECTURAL DRAWINGS AND OTHER TRADES THE EXACT LOCATION OF OF LIGHTING FIXTURES PRIOR TO ROUGH-IN.
7 ALL DEVICES AND EQUIPMENT INSTALLED OUTDOORS OR EXPOSED TO THE WEATHER SHALL BE OF WEATHERPROOF CONSTRUCTION. ALL RECEPTACLES INSTALLED

OUTDOOR SHALL BE GFCI PROTECTED, WEATHER RESISTANT TYPE AND PROVIDED WITH WEATHERPROOF ENCLOSURE PER LOCAL CODE REQUIREMENTS. IN-USE TYPE WEATHERPROOF COVER SHALL BE PROVIDED FOR WET LOCATION.
8 INSTALL ALL WALL MOUNTED POWER, TELEPHONE, AND DATA OUTLETS AT +15" A.F.F. TO BOTTOM OF THE BOX, UNLESS OTHERWISE NOTED. INSTALL ALL LIGHTING CONTROL SWITCHES, FIRE ALARM PULLSTATIONS AND WALL TELEPHONE JACKS AT +48" A.F.F. TO TOP OF THE BOX, UNLESS OTHERWISE NOTED.

FOR COMPLIANCE WITH CBC ACCESSIBILITY REQUIREMENTS.
9 MINIMUM COVER REQUIREMENTS FOR UNDERGROUND CONDUIT SHALL BE PER 2019 CEC ART. 300.5.
10 GROUNDING CONDUCTORS ARE GENERALLY NOT SHOWN. GROUND AND BOND

TOGETHER ALL EQUIPMENT, RACEWAYS, MOTORS, PANELBOARDS AND SWITCHBOARDS, ETC. IN ACCORDANCE WITH 2019 CEC ARTICLE 250. BONDING OF ALL INTERIOR METAL PIPING SHALL BE IN ACCORDANCE WITH 2019 CEC ARTICLE 250 AS FOLLOWS:

A. ALL INTERIOR METAL WATER PIPING SHALL BE BONDED TO ONE OR MORE GROUNDING ELECTRODES USED. THE BONDING JUMPER SHALL BE SIZED IN ACCORDANCE WITH 2019 CEC ARTICLE 250.66.

B. INTERIOR METAL PIPING THAT MAY BECOME ENERGIZED (I.E. GAS PIPING, ETC.) SHALL

BE BONDED TO ONE OR MORE GROUNDING ELECTRODES USED, THE BONDING JUMPER SHALL BE SIZED IN ACCORDANCE WITH 2019 CEC ARTICLE 250.122, USING THE RATING OF THE CIRCUIT THAT MAY ENERGIZE THE PIPING SYSTEM.

C. INTERIOR METAL PIPING SYSTEM SEPARATED BY A PLUMBING EQUIPMENT (I.E. METER, WATER HEATER) SHALL BE PROVIDED WITH A BONDING JUMPER SIZED PER 2019 CEC ARTICLE 250.66.

D. ALL GROUNDING ELECTRODE INSTALLED IN THE BUILDING SHALL BE BONDED TOGETHER TO FORM A SINGLE GROUNDING ELECTRODE SYSTEM PER 2019 CEC ARTICLE 250.50 & 250.58.
11 CONTRACTOR IS RESPONSIBLE FOR THE ARRANGEMENT OF INSPECTING ELECTRICAL EQUIPMENT IN A DE-ENERGIZED STATE.
12 ALL EQUIPMENT AND APPURTENANCES USE IN THIS PROJECT SHALL BE UL (NRTL) LISTED OR LABELED FOR THE PURPOSE AS PER CEC-2019 ART. 110.3. 13 ALL ELECTRICAL CONDUCTOR MATERIAL SHALL BE COPPER. ALL OTHER MATERIALS SHALL BE APPROVED BY THE ADMINISTRATIVE AUTHORITY.

SYMBOL DESCRIPTION

A AMPERE

AIC AMPERE INTERRUPTING CAPACITY

AFF ABOVE FINISHED FLOOR

AWG AMERICAN WIRE GAUGE

C CONDUIT

CU COPPER

D ONE WAY DISTANCE OF FEEDER OR BRANCH CIRCUIT

E EXISTING

EC ELECTRICAL CONTRACTOR

EF EXHAUST FAN

EM EMERGENCY

GFI GROUND FAULT INTERRUPTER

G, GND GROUND

IG ISOLATED GROUND

ISC SHORT CIRCUIT CURRENT

LV LOW VOLTAGE

MC MECHANICAL CONTRACTOR

MCB MAIN CIRCUIT BREAKER

MLO MAIN LUG ONLY

NEC NATIONAL ELECTRICAL CODE
NL NIGHT LIGHT, "ON" 24/7

PP O L E

PC PLUMBING CONTRACTOR

PH PHASE

PROVIDE FURNISH, INSTALL, CONNECT

R REMOVE, DEMO

RL RELOCATE TO THIS NEW LOCATION

RR REMOVE & RELOCATE

RMC RIGID METAL CONDUIT

SAD SEE ARCHITECTURAL DRAWINGS

SMD SEE MECHANICAL DRAWINGS

SPD SEE PLUMBING DRAWINGS

TD TIME DELAY

UNO, UON UNLESS NOTED OTHERWISE

V VOLTS

VA VOLT AMPERE

VD VOLTAGE DROP

VFD VARIABLE FREQUENCY DRIVE

WP WEATHERPROOF
+42 SUBSCRIPT LOCATED NEXT TO THE DEVICE MEANS 42" AFF TO CENTER OF DEVICE 4SCOPE OF WORK
SCALE
NONE
7NOT USED
SCALE
NONE
SPACE

ELECTRICAL GENERAL

INFORMATION
E0.0

SYMBOL DESCRIPTION

METER, METER SOCKET

CIRCUIT BREAKER
GROUNDING ELECTRODE SYSTEM:

UFER, GROUND ROD, U.G. WATER PIPE, STRUCTURAL STEEL.

M
PROJECT #:

SCALE:

DATE:

SHEET NO.:

SHEET TITLE:

PROJECT:

DESCRIPTIONNO. DATE
- PERMIT SET 06/27/2022

SERVICE APPLICATION
700 MATHEW ST.

STA. CLARA, CA 95050
SERRANO ELECTRIC INC.

ELECTRICAL DESIGN BUILD

STATE OF CALIFORNIA
LICENSE #: C10 507852
EXPIRATION: 31 MAR 2023
06/22/2022

AS NOTED
700 MATHEW ST.

PHASE -1
6NOT USED
SCALE
NONE
SPACE

FOR REFERENCE ONLY FOR REFERENCE ONLY +) 0
f--'-
1111111111
[] / ~a,, f ~~~T~~r-:i5?
1111111111
(N) SERVICE EQUIPMENT
MAIN SWITCHBOARD 'MSB-1'
3 52

SVP PAD MOUNTED

TRANSFORMER

1.11 42
7 (N) DISTRIBUTION BOARD 'DB-1' 3.1
(N) SERVICE EQUIPMENT
MAIN SWITCHBOARD 'MSB-2'
3 (N) DISTRIBUTION BOARD 'DB-2'3.1
52 REMOVABLE BARRIER POSTS SVP PAD MOUNTED

TRANSFORMER

1.11 REMOVABLE BARRIER POSTS
7 4 2

CONCRETE APRON

CONCRETE APRON
24"X26" PULL BOX
24"X26" PULL BOX 6
6 BUILDING 'A' BUILDING 'B'
8 8

ELECTRICAL

SITE PLAN
E1.0S1ELECTRICAL SITE PLAN
SCALE
1/16" = 1'-0"
KEY NOTES: -

1. SVP UTILITY TRANSFORMER. ELECTRICAL CONTRACTOR TO COORDINATE LOCATION WITH SVP.

1.1 PROVIDE 8 FT CLEAR WORKING SPACE FROM THE FRONT OF THE EQUIPMENT AND 3 FT FROM ALL OTHER SIDES.

2. UNDERGROUND FEEDER ROUTES SHOWN ARE DIAGRAMMATIC ONLY. ELECTRICAL

CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY AND MAP-OUT ROUTING TO SUIT ACTUAL FIELD CONDITION. DAMAGED TO EXISTING UNDERGROUND UTILITIES

SHALL BE REPAIRED BY THE ELECTRICAL/GENERAL CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. COORDINATE WITH OTHER TRADE PRIOR TO START OF WORK.

3. MAIN SWITCHBOARD: 4000A, 480/277V, 3PH , 4W, 65KAIC, NEMA 3R. PROVIDE 4 FT WORKING SPACE IN FRONT OF MAIN SWITCHBOARD PER UTILITY COMPANY.

3.1 DISTRIBUTION BOARD: 4000A, 480/277V, 3PH , 4W, 65KAIC, NEMA 1. PROVIDE 4 FT WORKING SPACE IN FRONT OF DISTRIBUTION BOARD.

4. UTILITY PRIMARY SERVICE PER SVP DESIGN. ELECTRICAL CONTRACTOR TO PROVIDE TRENCHING PER SVP REQUIREMENTS.

5. SEE ONE LINE DIAGRAM FOR SERVICE ENTRANCE CONDUCTOR. PROVIDE TRENCHING PER SVP REQUIREMENTS.

6. PROVIDE 24"X36" PULL BOX PER UTILITY REQUIREMENT. EC TO VERIFY LOCATION WITH SVP.

7. SEE SVP DRAWINGS FOR POINT OF CONNECTION.

8. PROVIDE 2"C TO U/E BOX PER SVP REQUIREMENTS.

A. SEE GENERAL NOTES ON SHEET E0.00.

B. INSTALLATION MUST COMPLY WITH SVP REQUIREMENTS.

C. ALL TRENCHING, CUTTING AND PATCHING OF EXISTING CONCRETE SLAB FLOOR,

AS REQUIRED FOR THE INSTALLATION OF THE ELECTRICAL SYSTEMS SHOWN SHALL BE BY ELECTRICAL CONTRACTOR. PAINT ALL PATCHING TO MATCH ADJACENT EXISTING SURFACE.

D. ALL CONDUITS AND WIRING SHALL BE UL LISTED AND MARKED FOR INTENDED USE PER CEC 2019.

E. SEE SHEET E5.0 FOR ELECTRICAL ONE LINE DIAGRAM.

PROJECT #:

SCALE:

DATE:

SHEET NO.:

SHEET TITLE:

PROJECT:

DESCRIPTIONNO. DATE
- PERMIT SET 06/27/2022

SERVICE APPLICATION
700 MATHEW ST.

STA. CLARA, CA 95050
SERRANO ELECTRIC INC.

ELECTRICAL DESIGN BUILD

STATE OF CALIFORNIA
LICENSE #: C10 507852
EXPIRATION: 31 MAR 2023
06/22/2022

AS NOTED
700 MATHEW ST.

PHASE -1
GENERAL NOTES:

FOR REFERENCE ONLY FOR REFERENCE ONLY

ELECTRICAL

ONE LINE DIAGRAM
E5.01ELECTRICAL ONE LINE DIAGRAM
SCALE
NONE

TAG WIRE & CONDUIT SIZE

1. ALL WIRE SHALL BE COPPER AND INSULATION SHALL BE THHN, THWN-2, XHHW-2.

2. H - HOT/UNGROUNDED CONDUCTOR; N - NEUTRAL/GROUNDED CONDUCTOR; G - GROUNDING CONDUCTOR; IG - ISOLATED GROUNDING CONDUCTOR.

3. UNLESS LISTED OTHERWISE, THE AMPACITY OF 600V OR LESS CONDUCTORS SHALL BE BASED ON THE TERMINALS NOT TO EXCEED 60 DEG C (140 DEG F) FOR CONDUCTOR SIZE #14 THROUGH #1 AWG OR 75 DEG C (167 DEG F) FOR CONDUCTOR SIZES OVER #1 AWG.

4. WHERE THE PHASE CONDUCTORS ARE INCREASED IN SIZE (E.G. FOR VOLTAGE DROP COMPENSATION), EQUIPMENT GROUNDING CONDUCTOR SHALL BE INCREASED IN SIZE PROPORTIONATELY ACCORDING TO CIRCULAR MIL AREA OF THE PHASE CONDUCTOR.

NOTES:
2-#10 H + 1-#10G
IN 1/2"C
30 2

TAG WIRE & CONDUIT SIZE TAG WIRE & CONDUIT SIZE TAG WIRE & CONDUIT SIZE 3-#1/0 H + 1-#1/0 N + 1-#6G
IN 2"C
125
3N
3-#3/0 H + 1-#3/0 N + 1-#6G
IN 2 1/2"C
200
3N
3-#1 H + 1-#8G
IN 1 1/2"C
100
3 2-#6 H + 1-#8G
IN 3/4"C
50 2
2-#1 H + 1-#8G
IN 1 1/4"C
100
2 3-600 MCM H + 1-600 MCM N + 1-#3G
IN 4"C
400
3N
3-#10 H + 1-#10G
IN 3/4"C
30 3
3-#8 H + 1-#10G
IN 1"C
40 3
3-#4 H + 1-#10G
IN 1 1/4"C
60 3
2-#8 H + 1-#10G
IN 3/4"C
40 2
225
3PT
3-#4/0 H + 1-#2/0G
IN 2 1/2"C
50 3PT
3-#6 H + 1-#6G
IN 1"C
3-#1 H + 1-#1 N + 1-#6G
IN 2"C
100
3ST
3-#4/0 H + 1-#4/0 N + 1-#2G
IN 2 1/2"C
225
3ST
3-#4/0 H + 1-#4/0 N + 1-#4G
IN 2 1/2"C
225
3N
1-#12 H + 1-#12 N + 1-#12G
IN 1/2"C
20 1N
3-#1/0 H + 1-#6G
IN 2"C
125
3 100
3N
350
3PT
3-500 MCM H + 1-#3/0G
IN 3-1/2"C
2-#12 H + 1-#12G
IN 1/2"C
20 2
2-#6 H + 1-#6 N + 1-#10G
IN 1"C
50 2N
100
3PT
3-#1 H + 1-#2G
IN 2"C
3-#1 H + 1-#1 N + 1-#8G
IN 2"C
3-#2/0 H + 1-#6G
IN 2"C
175
3PT
1-#10 H + 1-#10 N + 1-#10G
IN 1/2"C
30 1N
60 3N
3-#4 H + 1-#4 N + 1-#10G
IN 1 1/4"C
50 3NV
3-#4 H + 1-#4 N + 1-#8G
IN 1 1/4"C
800
3ST
3-600 MCM H + 1-600 MCM N + 1-#3/0G
IN 4"C (2-PARALLEL SETS)
50 3N
3-#6 H + 1-#6 N + 1-#10G
IN 1"C
500
3ST
3-350 MCM H + 1-350 MCM N + 1-#2/0G
IN 3"C (2-PARALLEL SETS)
400
3ST
3-600 MCM H + 1-600 MCM N + 1-#3/0G
IN 4"C
3-#6 H + 1-#10G
IN 1"C
50 3
800
3N
3-600 MCM H + 1-600 MCM N + 1-#1/0G
IN 4"C (2-PARALLEL SETS)
3-250 MCM H + 1-250 MCM N + 1-#1G
IN 3"C (2-PARALLEL SETS)
500
3N
3-#4 H + 1-#8G
IN 1 1/4"C
70 3
500
3PT
3-350 MCM H + 1-350 MCM N + 1-#2/0G
IN 3"C (2-PARALLEL SETS)
1-#8 H + 1-#8 N + 1-#10G
IN 3/4"C
40 1N
3-250 MCM H + 1-250 MCM N + 1-#3G
IN 3"C
250
3N

FEEDER SCHEDULE
3-#2/0 H + 1-#2/0 N + 1-#6G
IN 2"C
150
3N


PRIMARY SERVICE

U/G CONDUIT

SECONDARY SERVICE

U/G CONDUIT AND FEEDERS

UTILITY

TRANSFORMER
1 UFER GROUND
(LOCATION TO

BE DETERMINED
IN FIELD)BLDG. STRUCT.

STEEL
GROUNDING PER NEC 250
3/4" Ø x 120"

TINNED CU GROUND RODS
#3/0 AWG CU GROUNDING

ELECTRODE CONDUCTOR
DISTRIBUTION BOARD 'DB-1'
4000A, 480/277V, 3PH, 4W, N-1 65KAIC
2 3
4000
3N
BLDG. CW
PIPING

METER SECTION PULLING SECTION
MAIN SWITCHBOARD 'MSB-1'
4000A, 480/277V, 3PH, 4W, N-3R 65KAIC

1. ALL ELECTRICAL EQUIPMENTS AND FEEDERS ARE NEW UNLESS OTHERWISE NOTED AS "(E)" FOR EXISTING. RE-TORQUE ALL EXISTING TERMINATIONS PER MANUFACTURER RECOMMENDATION.

2. SWITCHBOARD SHOWN ON THE SINGLE LINE DIAGRAM SHALL BE "FULLY-RATED" ADEQUATE FOR

THE MAXIMUM FAULT CURRENT AVAILABLE AT THE POINT OF APPLICATION, INCORPORATING THE CURRENT LIMITING DEVICES AS SPECIFIED. "SERIES-RATING" FOR PANELBOARDS IS ACCEPTABLE. PROVIDE REQUIRED MARKING AS REQUIRED PER NEC ARTICLE 110.22(B) & (C) FOR SIGNAGE AT ALL PANELS AND EQUIPMENT. IF NOT "FULLY-RATED SYSTEM" CONTRACTOR SHALL

SUBMIT SHOP DRAWINGS INDICATING SERIES RATING AND INCLUDE A COPY OF ALL LABELING, INCLUDING RESPECTIVE UL LISTING, TO THE AHJ FOR REFERENCE.

3. PROVIDE PHENOLIC NAMEPLATE LABELLING & TYPE WRITTEN PANEL DIRECTORY FOR ALL PANELS.

4. INTERIOR METAL PIPING SYSTEM SHALL BE BONDED TO THE GROUNDING ELECTRODE SYSTEM.

5. GROUND AND NEUTRAL SHALL ONLY BE BONDED AT THE SERVICE EQUIPMENT AND AT THE SEPARATELY DERIVED SYSTEM.

6. EQUIPMENT LINE-UP IS BASED ON SQUARE D PRODUCT. ALTERNATE MANUFACTURER IS ACCEPTABLE PROVIDED THAT IT MEETS THE DESIGN INTENT AND CLEARANCE REQUIREMENTS.

7. ONLY U.L LISTED EQUIPMENT SHALL BE USED.

8. PROVIDE ALL NECESSARY SIGNAGE, LABELING AND PLAQUES AS REQUIRED BY CEC 23-.70(B), 695 & 700.

9. ELECTRICAL CONTRACTOR TO PROVIDE MAIN LUGS & ADAPTOR LUGS AS NEEDED FOR CONNECTIONS AT PANEL BOARDS AND EQUIPMENT.

10. ALL METERING EQUIPMENTS SHALL BE SUBMITTED TO THE UTILITY PROVIDER FOR APPROVAL.

11. INSTALL ENGRAVED BAKELITE NAMEPLATE ON SERVICE DISCONNECT SWITCH WITH SERVICE ADDRESS.

12. LOAD CALCULATION FOR FUTURE TENANT IMPROVEMENT PROJECT TO BE PROVIDED UNDER PHASE 2 PACKAGE.

GENERAL NOTES:
1 NEW PAD-MOUNTED UTILITY TRANSFORMER:

CONTRACTOR TO COORDINATE WITH SVP REPRESENTATIVE FOR WORK REQUIRED.

SEE ELECTRICAL PLANS FOR MORE INFORMATION.
2 GROUNDING ELECTRODE SYSTEM:

CONNECT TO GROUNDING ELECTRODE SYSTEM USING #3/0. UNDERGROUND METAL WATER PIPE (WITHIN 5' OF ENTRANCE TO BUILDING), ALL METAL PIPING SYSTEM, CONTIGUOUS STRUCTURAL

METAL (IF PRESENT) SHALL BE BONDED TO THE GROUNDED ELECTRODE SYSTEM IN MAIN SWITCHBOARD USING #3/0. PROVIDE (3) 3/4" X 120" TINNED CU GROUND ROD - MINIMUM 72" APART.

USE #4 CU WIRE FOR SOLE CONNECTION TO GROUND ROD. PROVIDE ADDITIONAL GROUNDING ELECTRODE WHERE RESISTANCE TO GROUND EXCEEDS 5 OHMS.
3 PROVIDE PAD TO ENSURE LEVEL WORKING CLEARANCE IN FRONT OF EQUIPMENT. SEE PLANS FOR ADDITIONAL INFORMATION.
4 NOT USED.
5 PROVIDE CIRCUIT BREAKER WITH GROUND FAULT PROTECTION. 6 PRIOR TO PURCHASE THE EQUIPMENT, COORDINATE EXACT AVAILABLE FAULT CURRENT WITH UTILITY PROVIDER . ADJUST TO THE NEXT STANDARD SIZE IF UTILITY FAULT CURRENT IS HIGHER THAN EQUIPMENT RATING AS SHOWN.
7 PROVIDE 12-SETS OF 3 1/2"C,4#500 MCM, 1# 3/0GND FOR SECONDARY SERVICE ENTRANCE CONDUCTORS.
8 PROVIDE 2-5"C EMPTY CONDUIT FOR PRIMARY SERVICE CONDUCTORS. 9 PROVIDE CIRCUIT BREAKER WITH LONG TIME, SHORT TIME AND INSTANTANEOUS TRIP SETTINGS.

KEY NOTES: X
200A
3P
200A
3P
400A
3P
4000A
3P
70 3PT
3-#4 H + 1-#6G
IN 1"C
100
3PT
3-#1 H + 1-#2G
IN 2"C
3-#2/0 H + 1-#2/0 N + 1-#4G
IN 2"C
150
3ST
400A
3P
600A
3P
600A
3P
1000A
3P
TO
FUTURE
LOADS
TO
FUTURE
LOADS
TO
FUTURE
LOADS
TO
FUTURE
LOADS
TO
FUTURE
LOADS
TO
FUTURE
LOADS
TO
FUTURE
LOADS
4000A
3P
4000
3N
3-600 MCM H + 1-600 MCM N + 1-#500 MCM G
IN 4"C (10-PARALLEL SETS)

TO (E) SVP PRIMARY

DISTRIBUTION
GFP5
GFP5

PRIMARY SERVICE

U/G CONDUIT

SECONDARY SERVICE

U/G CONDUIT AND FEEDERS

UTILITY

TRANSFORMER
1 UFER GROUND
(LOCATION TO

BE DETERMINED
IN FIELD)BLDG. STRUCT.

STEEL
GROUNDING PER NEC 250
3/4" Ø x 120"

TINNED CU GROUND RODS
#3/0 AWG CU GROUNDING

ELECTRODE CONDUCTOR
DISTRIBUTION BOARD 'DB-2'
4000A, 480/277V, 3PH, 4W, N-1 65KAIC
4000
3N
BLDG. CW
PIPING
200A
3P
200A
3P
400A
3P
400A
3P
600A
3P
600A
3P
1000A
3P
TO
FUTURE
LOADS
TO
FUTURE
LOADS
TO
FUTURE
LOADS
TO
FUTURE
LOADS
TO
FUTURE
LOADS
TO
FUTURE
LOADS
TO
FUTURE
LOADS
4000A
3P

TO (E) SVP PRIMARY

DISTRIBUTION
GFP5
PROJECT #:

SCALE:

DATE:

SHEET NO.:

SHEET TITLE:

PROJECT:

DESCRIPTIONNO. DATE
- PERMIT SET 06/27/2022

SERVICE APPLICATION
700 MATHEW ST.

STA. CLARA, CA 95050
SERRANO ELECTRIC INC.

ELECTRICAL DESIGN BUILD

STATE OF CALIFORNIA
LICENSE #: C10 507852
EXPIRATION: 31 MAR 2023
06/22/2022

AS NOTED
700 MATHEW ST.

PHASE -1

BUILDING 'A' - ONE LINE DIAGRAM BUILDING 'B' - ONE LINE DIAGRAM

MAIN SECTION
2 3

METER SECTION PULLING SECTION
MAIN SWITCHBOARD 'MSB-2'
4000A, 480/277V, 3PH, 4W, N-3R 65KAIC
4000A
3PGFP5

MAIN SECTION

6 6
77 8 8
9 9
9 9

FOR REFERENCE ONLY FOR REFERENCE ONLY " " " I I I
__ O
,------.---~-- 0
I
I
8 ~
I
o" I
,,
I " " 0
,,
I I I " " I I
0 0
0 0
0 " I
0 0
0 0
0 0
0 0
0 0
0 ,--------.---~-----'o
I
I
8 ~
I
o" I
" I " ,, " I I 0 I
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
1BUILDING B - ELECTRICAL LOAD CALCULATION
SCALE
NONE2BUILDING A - ELECTRICAL LOAD CALCULATION
SCALE
NONE

ELECTRICAL LOAD

CALCULATION
E6.0
PROJECT #:

SCALE:

DATE:

SHEET NO.:

SHEET TITLE:

PROJECT:

DESCRIPTIONNO. DATE
- PERMIT SET 06/27/2022

SERVICE APPLICATION
700 MATHEW ST.

STA. CLARA, CA 95050
SERRANO ELECTRIC INC.

ELECTRICAL DESIGN BUILD

STATE OF CALIFORNIA
LICENSE #: C10 507852
EXPIRATION: 31 MAR 2023
06/22/2022

AS NOTED
700 MATHEW ST.

PHASE -1

FOR REFERENCE ONLY FOR REFERENCE ONLY D&diea«ldEqu,pmenl load(CN C lue<
Machirw,,MetalSpllVllr,g,Ul""'Mad,,nes
TO!alDemaodAmpon,goC!I
Se rlOc• SIH RequH t,OO lnAm!)g
VApe r QI)'
9250 SF 66756
26702•
700875
267024
'
CECDemanoV
)(125'- 6000
per CEC2 20.1 2
i·-~,~, ..

D&dieat<ldEqu,pmenlload( CNC luer
Machirw,,MetalSpllVllr,g,Ul:heMad1,nes
'"--~·-··'
3pMumo>::>r
..._,pl ( ffw, R.,.-<i,etc)
VApe r QI)'

MATHEW STREET

EXISTING BUILDING

POWER POLE

POWER POLE

PREFABRICATED PLANTERS

W/ ACCENT PLANTING ALONG

BUILDING WALL
EX. CRAPE MYRTLE TREES

ALONG STREET FRONTAGE
EX. LAWN AREA
EX. PRECAST

STEPPERS
EX. BARK MULCH DRESSING
EX. CARPET ROSES
EX. SHEARED HEDGE ALONG

BUILDING FOUNDATION

EXISTING CRAPE

MYRTLE SHRUB
EX. FORTNIGHT
LILIES
EX. INDIAN HAWTHORN
SHRUBS
EX. FORTNIGHT LILIES
EX. INDIAN HAWTHORN
SHRUBS

EXISTING CRAPE

MYRTLE SHRUB
EX. FORTNIGHT LILIES

SHEARED BOXWOOD HEDGE

LOW SPREADING COPROSMA

GROUND COVER (TYPICAL)
Scale
Date
Drawn
Job Number
Sheet Title
Revisions

PRINTED ON

RECYCLED PAPER
1 THIS SHEET IS PART OF A SET AND IS
NOT TO BE USED ALONE.
2 THIS SHEET IS NOT TO BE USED FOR

CONSTRUCION UNLESS THE

ARCHITECT'S STAMP AND SIGNATURE

APPEAR ON THE DRAWINGS HAVE BEEN
RELEASED FOR CONSTRUCTION.
3 THESE PLANS AND PRINTS THEREOF,

AS INSTRUMENTS OF SERVICE, ARE

OWNED BY THE ARCHITECT AND ARE
FOR USE ON THIS PROJECT ONLY.

REPRODUCTION AND/OR DISTRIBUTION

WITHOUT PRIOR WRITTEN CONSENT
FROM THE ARCHITECT IS FORBIDDEN.

CUP SUBMITTAL
700 MATTHEW ST, SANTA
CLARA, CA 95050
Author
2023.01.09
22032
QMS - Santa Clara
2023.01.09
RW Stover & Associates, Inc.

Landscape Architecture
Ph: 925.933.2583
1620 North Main Street, Suite 4
Walnut Creek, CA 94596

LANDSCAPE
PLAN
L-1

GRAPHIC SCALE
·~k~-~~~LJ~i......~'~· ~~~~~T ~ B
(IIIPUT) D ~============--------- •-•·"_" -

MATHEW STREET

EXISTING BUILDING

POWER POLE

POWER POLE

PREFABRICATED PLANTERS

W/ ACCENT PLANTING ALONG

BUILDING WALL
EX. CRAPE MYRTLE TREES

ALONG STREET FRONTAGE
EX. LAWN AREA

NEW CONCRETE

LOADING DOCK
EX. BARK MULCH DRESSING
EX. CARPET ROSES
EX. SHEARED HEDGE ALONG

BUILDING FOUNDATION

EXISTING CRAPE

MYRTLE SHRUB
EX. FORTNIGHT
LILIES
EX. INDIAN HAWTHORN
SHRUBS
EX. FORTNIGHT LILIES
EX. INDIAN HAWTHORN
SHRUBS

EXISTING CRAPE

MYRTLE SHRUB
EX. FORTNIGHT LILIES

SHEARED BOXWOOD HEDGE

LOW SPREADING COPROSMA

GROUND COVER (TYPICAL)
REMOVE EXIST. 4"Ø

CRAPE MYRTLE
Scale
Date
Drawn
Job Number
Sheet Title
Revisions

PRINTED ON

RECYCLED PAPER
1 THIS SHEET IS PART OF A SET AND IS
NOT TO BE USED ALONE.
2 THIS SHEET IS NOT TO BE USED FOR

CONSTRUCION UNLESS THE

ARCHITECT'S STAMP AND SIGNATURE

APPEAR ON THE DRAWINGS HAVE BEEN
RELEASED FOR CONSTRUCTION.
3 THESE PLANS AND PRINTS THEREOF,

AS INSTRUMENTS OF SERVICE, ARE

OWNED BY THE ARCHITECT AND ARE
FOR USE ON THIS PROJECT ONLY.

REPRODUCTION AND/OR DISTRIBUTION

WITHOUT PRIOR WRITTEN CONSENT
FROM THE ARCHITECT IS FORBIDDEN.

CUP SUBMITTAL
700 MATTHEW ST, SANTA
CLARA, CA 95050
Author
2023.01.09
22032
QMS - Santa Clara
2023.01.09
RW Stover & Associates, Inc.

Landscape Architecture
Ph: 925.933.2583
1620 North Main Street, Suite 4
Walnut Creek, CA 94596

PROPOSED

LANDSCAPE
PLAN
L-2
)\

GRAPHIC SCALE
'k-.-U--i ·
( IN FEEi")
lln<:h • te ft.

D